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HomeMy WebLinkAbout07070059 Civil Construction Plans Approval Pending NFC Rcv. 9/10/2008 DOCS�I NO 0 0 0 U a 0 L, � 66 � I i 00 0 CD r- 0 jw CU 0s ;`° 0 U, o ►­ -- J � = F- �- LiJ M Z QD�f oW } o�o� IM ID W V 10071 0 [us GENERAL NOTES 0 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12 ) THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE COMMUNITY PANEL NUMBER 180081, MAP NUMBER 18057CO207F, EFFECTIVE FEBRUARY 19, 2003. 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR — FISH AND WILDLIFE SERVICE — NATIONAL WETLANDS INVENTORY MAP DATED 1990 AND TITLED "CARMEL, IND." 15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PER — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY. OPERATING AUTHORITIES ne 7 l +J 5 4 CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 -2229 ASSISTANT PLANNER: ANGIE CONN JASON LEMASTER 317 - 571 -2417 317- 776 -8500 DEPT. OF ENGINEERING: DICK HILL UTILITY PLAN 317- 571 -2441 CARMEL CITY UTILITIES ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 760 3RD AVENUE S.W. 317- 571 -2444 CARMEL, INDIANA 46032 STORM SEWER PLAN &PROFILE SHEETS JOHN DUFFY CITY OF CARMEL FIRE DEPARTMENT 317- 571 -2443 TWO CIVIC SQUARE C403 CARMEL, INDIANA 46032 HAMILTON COUNTY SURVEYOR'S OFFICE GARY HOYT ONE HAMILTON SQUARE, SUITE 188 317 -571 -2600 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 CITY OF CARMEL WATER DEPARTMENT GREG HOYES 130 1 ST AVENUE S.W. 317- 776 -8495 CARMEL, I N 46032 STEVE COOK CARMEL UTILITIES COLLECTION 3 V ;7-57V-2640 a n ) ROAD CARMEL, IN 46032 CITY OF CARMEL SEWER DEPARTMENT PAUL ARNONE 760 3RD AVENUE, SUITE 110 317- 571 -2645 CARMEL, IN 46032 AARON HOOVER 317 - 571 -2645 10 I 9 V IIvuI Al I r 1V1A1-4, DUKE ENERGY 1441 SOUTH CU I LFO R D CARMEL, I N D IAIA 46032 RON BOOHER 317- 581 -3041 VECTREN ENEP,GY P.O. BOX 170 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 - 776 -5535 AT&T 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46220 317 - 265 -2727 CARMEL D I STRIB UTI 0 N 3450 WEST 1�1 ST STREET WESTFIELD, IN 46074 PAUL PACE 317 - 733 -2815 i 0 7 �_ 1 ���► �� t I� t � �� i ! f���► i�t�i I'Zt�l LOCATION MAP NOT TO SCALE PROJECT LOCATION SOILS TYPE LEGEND SOIL NOT TO SCALE Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES Mm82 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED PROJECT LOCATION SHOALS SILT LOAM EXISTING ZONING — B7 TOTAL ACREAGE.- 6.059 AC. DESIGN SPEED.- 20 MPH OF UNITS: 40 nl LL,n Ivinr PROJECT LOCATION LAND DESCRIPTION 3 2 SHEET INDEX SHEET N0. DESCRIPTION C001 TITLE SHEET C101 EXISTING CONDITIONS /DEMOLITION PLAN C102 SITE PLAN C103 GRADING PLAN C104 UTILITY PLAN C201 STREET PLAN & PROFILE SHEET C202 STREET DETAILS CARMEL PAVING AND CURBING POLICY C203 C301 -C302 STORM SEWER PLAN &PROFILE SHEETS C303 STORM DETAILS C401 -C402 SANITARY SEWER PLAN &PROFILE SHEET C403 SANITA.1%.l' DETAILS AND SPECIFICATIONS C501 -0506 C601 C602 EROSION CONTROL PLAN & DETAILS TRAFFIC CONTROL PLAN AfAINTE1,,TANCE OF TRAFFIC PLAN C603 C701 -C702 ENTRANCE PLAN WATER MAIN PLAN & DETAILS Part of the east half of the southwest quarter of Section 25, Township 18 North, Range 3 East, being more particularly described as follows: Beginning at the southwest corner of said tract and running east 30 rods; thence north 534 5/6 feet; thence west 30 rods; thence south 534 5/6 feet to the place of beginning, containing 6.059 acres, more or less. (PERMANENT BENCHMARK lop NNW hex nut on fire hydrant in the northeast quadrant of Guilford Road and Emerson Road (hydrant is located 1175' North of North property line and 30' East of the centerline of Guilford Road. ELEVATION — 836.77 (NGVD 1929) Note: The above Bench Mark was established from the following bench mark in May, 2002: U.S.C. & G.S. Standard Bronze Disk stamped "X 42 1934" set in top of SW corner of concrete foundation of semaphore tower 8 -167.8 located 195' north of the intersection of S.R. 234 and the Monon RR and 11' east of the east rail. ELEVATION — 829.23 (NGVD 1929) TEMPORARY BENCHMARK � TBM # 1 Mag nail set in North side of utility pole #300 -183 approx. 30 East of physical centerline Guilford Rd. & 260' .South of North property line of site. ELEVATION — 842.66 (NGVD 1929) OF BEDROOMS-. 40 UNITS X3 PER UNIT = 120 BUILDING COVER RATIO: 26% L 5 4 3 PREPARED FOR.- Uptown Partners, LLC. P-0-BOX 3781,2? Carmel, IN 46082 TELEPHONE: 377- 966 -2023 FAX: 317-580-9596 CONTACT PERSON. Justin Moffett Just inmo com PREPARED B Y.- WEIHE ENGINEERS INC. T 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 2 HOLEY MOLEY SAYS „DlG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ® •-.4 No 00 En C) E-4 NoinNT U do o No _ W � d` � 00 00 d' x t*.- o O U MM00 aJ X W W � w a U O W� T Z H A W ', v1 v1 p� WO WW o v1 00 A wZ � H � O W U� W - W � O P., � Z O� -- W o kn > - ° V Do tz; _ 00 �- �: O w 0 w 0 lzl Z O w J Q W W V) N Ld co �o zM zQ zQ x w w F4 E- R, Q o MUmJ_1JJ M Q M I I I I mWM000° o0 0o an 00 00 00 00 °000000 W CD 0 00 co o N N N CD C) Q I I I I I I I w w W CD > W w Uj z CV O CD W Z L' � U Z W�Z� °W wo WIW � cn E a Z- �i::�z JCY-J UU(nV UUU of cy- a-- cy-Cr Z wwwwwww o Q_ 0- Ma- 0- Ma- yj ° °o°oo° wwwwwww Y) Ln uo U-) Ln Cn V) cl:�Of CY- ct� L_= af ��• <v•,.• GIST � • •., >�'; No • =AEI / • • ` IAN•.••' �, ANAL ///IIII I111111\\\ � \��` JAMES E. SHIELDS, JR. P.E. 10201333 U d C/D o M o Q)� d CO N C/) ° .� 4 U Q w � � o O � W O -«a � � o w �► '-' t2 a F-i SHEET N0. PROJECT N0. W07 -0134 C.) v_ Q c 00 0 u7 C) / N d co O O � N O (D / O O U) . O :3 N � =CQ U W Z �i OF- C) °�� 10 I 9 I -- 8 I 7 I 6 5 -- � 4 I 3 I 2 I 1 LV 1 %J "T MH 7T LOUIS F. KEEN MANOR SUBDIVISION P.C. 1, SLIDE 749, INSTR. #96 -53473 ��• LEWIS R�P5�E �. RELUCIO TANNEHlLL INSTR. 9 —46 PRICE AN ,L FEUVRE TRUST �1PR„ a• INSTR. 2000 -21580 inicTD u�nnn ��nG� INSTR- #2000 -8549 inrcTt 2 nnn_rns� U 9 n i CONCRETE APRON 7 Ce 10' MULTI —USE ASPHALT PATH 5 END OF BOARD FENCE & END OF CHAIN LINK FENCE ARE 0.7' WEST ,-% r— I IA Ir- A T TI 11 e- h/'l1A IT J w z Zi w W -,-BOARD FENCE BOARD FENCE CORNER IS 0.4' WEST OF LINE LOT 57 C. L FENCE CORNER IS 0.2' EAST OF LINE VOGT D.R.284, P.130 CHAIN LINK FENCE � --END OF FENCE IS APPROX. ON LINE PROPOSED FENCE (TO BE CONSTRUCTED PRIOR TO START OR CONSTRUCTION, BY OTHERS. LOT 58 END OF SPLIT RAIL FENCE IS 0.7' EAST OF LINE SPLIT RAIL FENCE LOT 59 INSTR. # ,,,--END OF SPLIT RAIL FENCE IS 0.4' WEST OF LINE CHAIN LINK FENCE LOT 60 4 3 GENERAL NOTES: 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. 3. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 4. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI-0 OR EQUIVALENT. 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 6. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT —OF —WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 7. ALL STREETS ARE TO BE PRIVATE STREETS. 9. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 10. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED Ll\ CITY STANDARD CHAIRBACK CURB REQUIRED. (SEE DETAIL 10 -11) A2 PAVEMENT IN GUILFORD RIGHT OF WAY TO BE MIN. 6" CONCRETE. (SEE SHEET C603 FOR DETAILED VIEW) 3� STREET CUT FOR SANITARY SEWER AND STORM SEWER. SURFACE OVERLAY OF GUILFORD ROAD SHALL BE COMPLETED ONLY AFTER ALL OTHER WORK IN THE RIGHT —OF —WAY IS COMPLETED. (WIDENING, UTILITY CUTS, ETC.) (SEE SHEEP C603 FOR DETAILED VIEW) 5� FUTURE IMPROVEMENTS BY OTHERS. A3' STONE SHOULDER 2 o 1­4 �O00 %100%0 U . d• H 00 00 I H � O 41 x ,..4 ,-4 o U MM00 aJ xW w a U O T1 WA H a v1 g �—j0 WW a> O 111 00 110 A w� .Z W � N � O W U� W � Z o a o� W z • O ~ o U 0E—l0 Fz:'] cD 03 ° � o 0 N � Li A� O LLI Z wo w �..,w N UO dU Q\ �U Q� 00 o w w v w ° w x F�•I Q o Q Q v Q M U m J J J J m������ � m m o 000 P� 0000000 W 0 0 0 0o co C E-, r7NNNO O Q�rl� rl�rn to r- 00 W w w W W ° Z CV O W z W �W w z � O w v w aZW W gm Z CD of <o U0clfU �wW ~ L� jy_ cr_ J Q O Lr) a- O Lu O w UULODUUU cr or- 0:� ly- cr-- cy-of Z WwwwwWW O a_ a_ ma_ CL 0000000 wwwwwww <n cn cn cn cn cn cn r4 ������� %• S H►F4 so','* •GIS T E�•., �. � >= No )E1 see see see / / /1ltII1111l11\00 JAMES E. SHIELDS, JR. P.E. 10201333 � d s _ o - d SCALE: 1 " = 30' 0 15 30 60 A Q 1 d cn d W C"7 d .,,... Co 11 0 [v az� � C\I 0 HOLEY MOL EY SA YS "DIG SAFELY" IT'S THE LAW99 a 0 E , E--I CALL 2 WORKING DAYS BEFORE YOU DIG w �' ,—, 1 -800- 382 -5544 a CALL TOLL FREE SHEET NO. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE - WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT NO. W07 -0134 0) 3 CU i 0 r- 0 t NO 0 a� E o; o U N � I Go O O O N O / N O cn O � N Cis = O U w Z F— \ UO Ld 0 m V M V f 3 J r� 0 h O a C) ci) E c- a O N U N V) 0u I V i �00 �o o 0 N 0 C) N C,� C) `t =o r z n O Fl-: Uo Q° �� na_ ff,I A •' 7 MATCHLINE THIS SHEETS End �.I I 0 mommomommumd L 2� 5 W�D�N ESM� � PR��o -E P, D • 6L DEN � NORTH LINE D.R.225, P.332 904 Lq _j, I. 2 � � q 27 p I, I m I I c/iI Of J N 28 CD Ld U � II L' II � � m I I cn w 150' of 1R" RCP a n �n a I � I Q 51.85' ILLi Iz V) w In w Z O Lid O � I 1m -o wil St CD � II omw o ZI � � WA�tMvN� ' w I G. 843.24 v v ICI INV.12 "O 841.6 IZI INV.12 "( 841.55 O V A 7 i i 40.0' 5 cr_ iw r Qi i Lu juiuj laf w�° Lm CD 493.74'(PER PLAT) 4 4 3 2 ry IN�.r it N i i t i SANITARY MANHOLE T. C. 840.84 I I Li F.L. 830.69 I I o GENERAL NOTES: 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. 3. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -Q OR EQUIVALENT. 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 8. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 9. ALL STREETS ARE TO BE PRIVATE STREETS. 10. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 11. THE CONTRACTOR S HALL CONTACT THE DEPARTMENT O F ENGINEERING TO SCHEDULE A PRE - CONSTRUUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENT, STATE NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR A CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO THE WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 12. IF ANY UTILITIES ARE REQUIRED TO BE RELOCATED FOR THE WORK, SUCH WORK SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. IF POWER POLES ARE REQUIRED TO BE RELOCATED IN THE CITY RIGHT -OF -WAY, SUCH POLES SHALL BE LOCATED I FOOT FROM THE BACK EDGE OF THE PROPOSED RIGHT -OF -WAY. 3 HELEN — — — 210 _ JR WAY 019T Y80' 0 , r ,� LEGEND. = RIGHT —OF —WAY LINE = STORM SEWER LINE SWALE = SANITARY SEWER LINE 0 = SANITARY SEWER MANHOLE FLOW DIRECTION = EXIST. CONTOURS o = STORM BEEHIVE INLET 0 = STORM INLET T.C. = TOP OF CASTING I NV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYR = TYPICAL — = SUBSURFACE DRAIN AND SUMP LINE 'ri — = WATER LINE = CONCRETE END SECTION = FLOOD ROUTE = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE O pq = PROPOSED FIRE HYDRANT © = PROPOSED WATER LINE VALVE = EXISTING FIRE HYDRANT GAS = BURIED GAS LINE SCALE: 1 " = 30' 0 15 30 60 2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. O r--� 1O 00 Cif otn ° NO \0 U tn . W 00 00 '� . . x ��o .-4 .--( o U M M 00 x W Q w W � a u 0 W Cif N A Z a O WW o C/1 00 �No A � xQ W 0 W uH • W � 0 a � z W Z - � H C) ~ t o U o 00 O .. J W W (� p cc) Z C) Q W }' W N U� Z� ZU �U Q� Ld 00 Z p L a �J W U W O W >x x Q a r� ° 00 00 a0 a0 00 00 00 0 0 0 0 0 0 0 (� 9QQ00 o0114- E" r-) N CV [V O CD Q I I I I I I I Q •— ►� r7 r7 ca I— 00 Eli` � � w c' Cy- W W ° a) Z N :D cD o w z w CD Ljw w z Lj _ w F= < Z W ° c' W Of C) U) O LLJ W II W C W LLJ g �M� Z ��w�� 0 � V UafU cnWw Q OCQ0-Owow Q ci�3 ::— UU(nU UUU U) [if m- of CC CC CC of Z WWwWWww o 000 wwww WwW co cn cn cn cn cn n W wwwwww w ck� cl� CK: cy- 0:�: cr_ of: / G�. SHIC4 O \�, �7 ,,... sass• . V . >: N o OEI 0 . i •; we 1 f A N�••• �\ •••••..sage•••• JAMES E. SHIELDS, JR. P.E. 10201333 U o ° C3 Qq M co d a W EU N o w o o �^ 0 a � � SHEET NO. PROJECT NO. W07 -0134 O N U y C O U a� O O O N • v z O F: O QO J _] ,r w Of rn �I 0 O I N O N i Q) iv lJ Vol a) E C a o ,Y. LO rn r- C � N I i 00 O o ° r\ N O O O rn Ze O :3 v N � N �N Q =O - U Lli m Z "2 O o.�w C) 0 0 I _J o a 10 I 9 I $ I 7 I 6 I 5 1 ►, i Earth Or Sidewalk Surface Concrete Curb Or Curb & Gutter r- Pavement I o ?� T;i-J `0 10 \ 0�7o'�io��oljope7 i oC•oti•o^.LoC�nC•a � o JoQ�e��•o:lpo`3ov r o�po�po�10o��jo� ?// a ^!C�'o ICI� °o nCno ` io NCO u 0�7o .0pIQ % 1 X/ JO�J0- J03JOJO0 X. s6'^, Ste, °O #8 Washed Aggregate % o v :I$o0 �seO��Q��Oti�7 \ o��e�rio�o��oOP10 O �i i\ •ice\ _ -i . ' � c Min. Min. 1'_2" Min. PIPE UNDERDRAIN (Typical Instollalions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF 5- Ft,1Vivk f�kk)A -TEFL T F. C, { � !\.i I L_, j - . '..i `� i J 1 b / , �--. � `3 N U ' i 4-• . i " t T � J � '� k, � G t) a0 6 LI tai i�W, H I- a P I PLn INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. • Scale: i "_.. 1'--�' CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED_ ,FIGURE 1 " -HMA #11 SURFACE 2" -HMA #8 BINDER 5 " - 03 STONE BASE vrxrm,uL -,R SUBGRADE ASPELALT PATH PA SECTION (NO SCALE) 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE �.vrvrrr��. i�v vr%rnivVL_n,R SUBGRADE (UNDISTURBED SUBGRADE OVER PIPELINES) Lor, CALSTE T PA SECnON (NO SCALE) NOTE: A MINIMUM OF 36 INCHES Of UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL TIMES *ALL PAVING LS TO BE tptDbriPISiBD IN ONE PAV NG SBAS1 SAW CUT FOR EX181TING CLEAN BREAK 1,5" H.A.C. SURFACE PAVEMENT �•. • •• / �r `` ' • • ',•, • '• 12" THICK PLAIN CONCRETE �� - ••• : -• • 110 • ���,�• � � -`� 1' -0" MIN. ����`� �••::= �':�': ti 1�1� %��` TO BE FINISHED 1.5" BELOW BOTH SIDES : ''tp ` 11, THE EXISTING PAVEMENT OF TRENCH , M�• 1. �/ ��=•• '''' FLOWABLE FILL TO BE PLACED ENTIRE TRENCH TO BOTTOM OF CONGRETE ELEVATION N � -• 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW GUT FOR A CLEAN BREAK. 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. 4. 1.5" MAC. #11 SURFACE. a. BITUMINOUS TACK APPLJEO AS PER "INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. 6. ALL LANE ' MARKINGS. STRIPING, STOP BARS. , ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTP4TIES, SHALL 8E RETURNED TO THEIR ORIGINAL CONDMON. 7• PLAIN CONCRETE IS TO BE FINISHED 1.5" BELOW THE EXISTING PAVEMENT. S. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED. ROAD CUT PA"I � � LTAf �. Property Lin e Back Of Curb 5 )(' -0" Min, 11' -0" Grcded ILa,r'rs Slope %Vft. Min. �" Tpo Soil w • . 4" Sidewalk • • ' ''^ 4" Top Soil Y� • * Baekfilll 1 Prepared Subgrade TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED E" IN DEPTH. SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, ARD DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION,! 20_7.02 OF THE STANDARD" SPECIFICATIONS. Tooled Or Sowed Joints 4 Thickness • .' t� ' , "•. • ' : , Class °A "• Concrete •. • ' :.:. , ' 4" Mini mum Sidewolk Built With Driveways Sholl Hove Minimum Thickness Of �" Or Thickness Of Drivewoy Which Ever Is Greater. r 1Nr'RETE STDEWM_K NOT TO SCALE CITY' OF CARMEL. STANDARDS SIDEWALK DETAILS RE VISED FIGURE Diagram 1: Bicycle Rack Type A• Mounting Surface Section B -B Section A -A Diagram 2: Bicycle Parking Location and Design 36" 24" 30" Min. (Typ.) 7. 72" 60" 72" 7. 7. 7. 30' 7. 7. L-B-8i 7. 24" (Min.) 114" 24" I :4 L �_1L 4 �D m `N E3 6 o R M- a e•eeeseeseonoe � 4��pT :�•1 0000o•000eeppeO• G. 1001010ee0010eee OOO 1 ��� 10101010 Newoe a 10 s e • L- ►- D 0 to 6•-0 4'-0 0 to 8'-0 Sidewalk ® wa Sidelk O _ � - � >> _.�i ,,rte -. `'•' _ SECTION B-B 41-0 Slope 12.1 Pavement 'A- pmfa+med joint facer SECTION A -A NOTES: See Starxfand Drawing E 604-SMR-02 for groove details. Q See Standard Drawing E 604-SWCR-02 for details cf the detectable waming- Q See Standard Drawing E 604-SV CR-02 for albemate ctft construction - 10. See Standard Drawing E 604-SR -01 and -02 for Location Plan and WC General Notes respectively - 11• See Standard Dnming E 6G4, WCR -02 for typical ramp construction detail. C ' y C NOTES: C C .o 5 0 for other curb heights. Provide 2'-0 level strip if 7-0 cr 0 Spacing Between r for groove details. ° > > Transverse Joints N W ® o Q o 1 Shall Not Exceed - -- - 1.25 Times Width ►= ►- : , ... ..,• •� a. a • �'.. a • • : 4 e • ` • • • Tooled Or Sowed Joints 4 Thickness • .' t� ' , "•. • ' : , Class °A "• Concrete •. • ' :.:. , ' 4" Mini mum Sidewolk Built With Driveways Sholl Hove Minimum Thickness Of �" Or Thickness Of Drivewoy Which Ever Is Greater. r 1Nr'RETE STDEWM_K NOT TO SCALE CITY' OF CARMEL. STANDARDS SIDEWALK DETAILS RE VISED FIGURE Diagram 1: Bicycle Rack Type A• Mounting Surface Section B -B Section A -A Diagram 2: Bicycle Parking Location and Design 36" 24" 30" Min. (Typ.) 7. 72" 60" 72" 7. 7. 7. 30' 7. 7. L-B-8i 7. 24" (Min.) 114" 24" I :4 L �_1L 4 �D m `N E3 6 o R M- a e•eeeseeseonoe � 4��pT :�•1 0000o•000eeppeO• G. 1001010ee0010eee OOO 1 ��� 10101010 Newoe a 10 s e • L- ►- D 0 to 6•-0 4'-0 0 to 8'-0 Sidewalk ® wa Sidelk O _ � - � >> _.�i ,,rte -. `'•' _ SECTION B-B 41-0 Slope 12.1 Pavement 'A- pmfa+med joint facer SECTION A -A NOTES: See Starxfand Drawing E 604-SMR-02 for groove details. Q See Standard Drawing E 604-SWCR-02 for details cf the detectable waming- Q See Standard Drawing E 604-SV CR-02 for albemate ctft construction - 10. See Standard Drawing E 604-SR -01 and -02 for Location Plan and WC General Notes respectively - 11• See Standard Dnming E 6G4, WCR -02 for typical ramp construction detail. 4-0 Slope 12:1 8 7 3 Pavement _GENERAL NOTES: ( ) 8.33 % + 5 % 13.33 % 11 % %, 8.33 96 %I e•) PI A ( `•Ty ► 596 maoomum 1 NOTES: ',,S" preformed joint filler for other curb heights. Provide 2'-0 level strip if 7-0 See Standard Drawing E 604 - SWCR -02 r r• - r for groove details. ,• algebraic difference Provide Curb as required, to the width shown, such width may be See Standard Drawing E (304- SWCR -02 Sidewalk W ® for detalls of the detectable warning exceeds 1196 may be monaGtic with decreasedtoo aminimum of 3 -0. 1 surface. - -- - See Standard Drawing E 604 - SWCR -02 OThe bottom edge of the curb ramp shall be : , ... ..,• •� a. a • �'.. a • • : 4 e • ` • • • flush with the edge of adjacent pavement for alternate curb construction. B utility stV TDO L.�p TSB /N _- 0.3- ®- Utility strip B 9• See Standard Drawing E 604-SWCR -02 for typical have mandmum cross slope of 50 : 1 in any rn sod ramp construction decal. direcbm When site infeasibility precludes DETAIL OF RAMP GROOVES �6 a 10, See Standard Drawing E 604 - SWCR -01 slope perpendicular to the curb face shall not exceed 50 :1. 1010a10eo�e100 "01010 , and -02 for Location Plan and 12:1 ���� 00000000000000 0O00oo,00g000aa 101010 eeq OOO 00000 OOO DOg0000 000 12:1 General Notes respectively. - - -� "A" preformed Integral curb prefomred NO SCALE joint filler L-P-:A joint filler N 61-0 8 4' s'-0 O ® O 0 C prefarmod 4-0 Slope 12:1 8 7 3 Pavement _GENERAL NOTES: ( ) 8.33 % + 5 % 13.33 % 11 % %, 8.33 96 %I e•) PI 1O These dimensions are based on a 6 in. aub ( `•Ty ► 596 maoomum 1 height. They shall be Proportionally adjusted • 24" for other curb heights. Provide 2'-0 level strip if 7-0 2a Where site infeasibility predudes construction r r• t- r r• ,• algebraic difference Provide Curb as required, to the width shown, such width may be M fcr alternate curb construction. 6" 18" 0 exceeds 1196 may be monaGtic with decreasedtoo aminimum of 3 -0. 1 •� ' •• �• CONCRETE PAVEMENT • • 3 • ` •... . • ' ' `CLASS "A" • 7�• 3" TOP SOIL i level strip. CHANGE OF GRADE OThe bottom edge of the curb ramp shall be : , ... ..,• •� a. a • �'.. a • • : 4 e • ` • • • flush with the edge of adjacent pavement M�� � 2" 2" 2" I and gutter fine. TDO L.�p TSB /N _- 0.3- Q 4 Landin g areas at the curb ram ps shsa � E rcGT A PLC n MAl N G `' c have mandmum cross slope of 50 : 1 in any EFL-EM T direcbm When site infeasibility precludes DETAIL OF RAMP GROOVES a landing slope of 50: 1 in any direction, the COMPACTED SUBGRADE 3 - #4 EPDXY COATED BARS slope perpendicular to the curb face shall not exceed 50 :1. , Detectable waming elements SIDEWALK If site infeasibility construction to S!o`� O precludes 'L, m Integral curb the width shown, the Isnding width may be NO SCALE M �D z fTl decreased to 3'-0 minimum. The running N �� / RAMP PAVEMENT slope of the curb ramp may be steepened W SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL a maximum of 10: 1 for a maximum 6 in. rise. 0 C prefarmod FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4" * ", 8" h" Joint filler �' /�\ �/ .• • '.. '', •' .: CONCRETE ` _ ;. ,'' ". 8„ P 6. Drainage inlets should be boated uphill from ' _' .' : C° •' ''.:.:.fCONCRETE :;:. `•' r~ cut ramps to prevent puddles at Me path RAMP SURFACE CONSTRUCTION DETAIL of travei- � 7. See Standard Drawing E 604 - SWCR -12 for S 12 ; 1 O5 -~� ' � spa. 1 B" Improved access on narrow sidewa0cs. PAVEMENT 8. Algebraic difference in grade between the base �/�' /\ _' :: •... , - of curb ramp and tt o gutter shag be limited to less C C') INDIANA DEPARTMENT Of TRANSPORTATION than 1 t %. It k is not practical, a 2'-0 wide _ Corucon rf SIDEWALK CURB RAMPS level strip shall be provided. See detail sketch. GENERAL NOTES b DETAILS 9. Linirrurm reoommended width of mxb ramp is W -0, separated from ramp ro SEPTEMBER 2005 STANDARD DRAWING No. E W4-. a'MCRr02 000000000)IN co Q'E''zPlNd1GU�12_ 7-0 TME #5x 2' -0 `a NO. - 97so �'_ Al fd&wd L VNC%" 9 AaS -- DATE ��nIr fonr•,•;' G 1C>^J 0 F- Tf A\1 ALTERNATE CURB CONSTRUCTION Si•rC of 1"t ` -`IFSS +; `� �1� Q�d R -SNte► 90 0 QU-� /�� CP_o_% S " 1 f /'i1�J' • , At E . as �wcr e+o. oc+e `M, Tk E- P_e>AO LVA •j GL,IN T L•eLl N ff 5 4 3 3 C7 O z � 1 T I - I o f- n C V 1 C � v , Q � � D a O � � n a 2 24" 3" TOP SOIL 18" RADIUS . - . . '!:11� • a. • f CLASS • "A" r .. ' ; .' COMPACTED / / /�j/ : :• - :f CONCRETE ' B ACKFILL \ ..'.. CONCRETE ROLL CURB & CUTTER No SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. n0 ' 1/2- PREFORMED JOINT FILLER 24" 24" - K I 24" CID See Standard Drawings E 604- SWCR -02 Slope 50:1 max. fbr details of the detectable warning surface. 6" 18" M fcr alternate curb construction. 6" 18" 0 P ,:.. `• _ . • SLOE TO MATCH ADJACENT CURB .., . • . •. Q•. Z7 3" TOP SOIL •� ' •• �• CONCRETE PAVEMENT • • 3 • ` •... . • ' ' `CLASS "A" • 7�• 3" TOP SOIL i rn C/-) n Vi : , ... ..,• •� a. a • �'.. a • • : 4 e • ` • • • ^I lJ l fT1 C7 • • • O '1 "R:.. 2 "RADIUS 4' _ 1 "R. ` ' 2 "RADIUS rrnT� COMPACTED SUBGRADE 3 - #4 EPDXY COATED BARS z , II � 0 C 'L, COMBINED DEPRESSED CURB AND S d NO SCALE M �D z fTl NOTES: N �� / "r' ' •: .: CLASS "A..' .:. SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL y "' • '' M ' IFA -4 CLASS "A" FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4" * ", �' /�\ �/ .• • '.. '', •' .: CONCRETE ` _ ;. ,'' ". CD z \/ ' _' .' : C° •' ''.:.:.fCONCRETE :;:. `•' r~ C7 COMPACTED '' ' . -~ :• :. = COMPACTED �/�' /\ _' :: •... , - - . �' -' ,' -, . C C') BACKFILL BACKFILL �;u 000000000)IN co fs 01) xx� z USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS Q � COMBINED CURB AND GUTTER TYPE Il NO SCALE i � NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR HAP / SHAPE -70 rn ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING -_ SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. Cn o --1 CD D z I � o G7 5 4 3 3 C7 O z � 1 T I - I o f- n C V 1 C � v , Q � � D a O � � n a 2 24" 3" TOP SOIL 18" RADIUS . - . . '!:11� • a. • f CLASS • "A" r .. ' ; .' COMPACTED / / /�j/ : :• - :f CONCRETE ' B ACKFILL \ ..'.. CONCRETE ROLL CURB & CUTTER No SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. n0 ' 1/2- PREFORMED JOINT FILLER 24" - K sloped at 50:1 maximum transversely. 6" 1 a" CID See Standard Drawings E 604- SWCR -02 Slope 50:1 max. fbr details of the detectable warning surface. 12 See Standard Drawing E 604- SWCR -01 and -02 45' M fcr alternate curb construction. 1 1 /2" CD 0 P ,:.. `• _ . • SLOE TO MATCH ADJACENT CURB .., . • . •. Q•. Z7 (� •� ' •• �• CONCRETE PAVEMENT • • 3 • ` •... . • ' ' `CLASS "A" • 7�• a - : .. '. CONCRETE rn C/-) n Vi : , ... ..,• •� a. a • �'.. a • • : 4 e • ` • • • ^I lJ l fT1 • • • O COMPACTED SUBGRADE 3 - #4 EPDXY COATED BARS z PLACED AT 6" C. ON C. II � 0 C 'L, COMBINED DEPRESSED CURB AND S d NO SCALE M �D NOTES: ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY, FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4" * ", ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2 BACK OF CURB 13 1/2" CD z I � O z � Q .I r t I. - JG' 10' 30' 2f' Cul -de -sac) 10' r 1 (12" Cul-de-sac) (12, cul-de-sac) '•`•' Locolcon Of I_^ CC l Integral Roll Type Curb Profile ' Grode r- 1 Or Curb & Guitcr I - t' },Lin. 1 ?�{irti. -•-i- -.-. ,1 M Curb 14 ,. -... ._.. Slope 1/,I f tt. Oplionoi Joint Locutions Crovin d /If. Gutter Sin pt� � il. tJ r O i 7- r I (� Prepared. Subgrode Min. Flcxil)lc Pavement > _ z- -Pfo1 SoF PAVIt4 (a- t out cy I. r- I 11 Surface I O 5D Base i NOT TO SCALE~ Compacted 1153 Slone Base I i > M F_ Note: All Paving Is To Be Completed 1 - In One Paving Season t co l f M ---� j.�' 11 ScJILP�� . •'> TYPICAL SECTION -- LOCAL STREET .'' 8 8��rv&Z ^- : 4-S Ls t > ?" 3 -5-M" 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND CUTTER ; 0 STANDARD SHEETS. i r V1 rn 2. THE LOCATION 0E THE PROFILE GRADE SHALL BE INDICATED ON THE ,;0 TYPICAL SECTION FOR EACH STREET SECTION USED IN A SET OF CONSTRUCTION PLANS. j IN ACCORDANCE WITH THE SIDEWALK 3: THE SIDEWALK SHALL BE LOCATED ' STANDARD SHEETS. Utility strip width: ' Type G - 2'-0 min. 5'-0 min. far T G Varies Type H 0 - 8'-0 min. for Type H sloped at 50:1 maximum transversely. fcr groove details. 11. See Standard Drawing E 604- SWCR -02 for See Standard Drawings E 604- SWCR -02 Slope 50:1 max. fbr details of the detectable warning surface. 12 See Standard Drawing E 604- SWCR -01 and -02 Pavement _ for Location Plan and General Notes respectively. fcr alternate curb construction. @ Vertical face curb optional. SECTION B-B A sod aft � A do � ti Re 41Q .� AA SECTION A -A ' NOTES: 0 Sidewalk across approach shall be @ See Standard Drawing E 604- SWCR-02 sloped at 50:1 maximum transversely. fcr groove details. 11. See Standard Drawing E 604- SWCR -02 for See Standard Drawings E 604- SWCR -02 typical ramp construction detail. fbr details of the detectable warning surface. 12 See Standard Drawing E 604- SWCR -01 and -02 ® Sae Standard Drawing E 604- SWCR -02 for Location Plan and General Notes respectively. fcr alternate curb construction. @ Vertical face curb optional. 2 B� sod 7-+d'O U qq41k H 0000' t4 tzo .-� O U M tM 00 9 x s w U Q a �o a O C/1 00 x o� � U T1 Z kn O - vn 0 .. 0 00 O t� A W •• W 0 Z T W �••' N E- �j W\ A\ W UJ W � zn Z QU Z UQ x 00 f- o� c5o cow dw 0.r A� A A U A mL�m0000 m 010 ao 00 00 010 ao 00 0000000 W o0000coo1 E-4 r� N N N O -C) Qton r7 co r- co tr co z � w ° �- Q) Z N O M Z W C7 W_ W LL J Z � z W �o� � W OF U, w Z0cNna_�W M W UU(nUUUU V) Z wwwwwww O a- a- M IL IZ a- a- �0000000 V) wwwwwww ``��t,111111111111//�����'' �O SH'E44D ks'•'•••''•••••• .••'�G%sT FR�'' • r DPE1 mom van • P IAN . NAL ����lif l � 11111111�� U F-I JAMES E. SHIELDS, JR. P.E. 10201333 U d C/) co O v 0 -N -N Ww W d U) co E-1 .�' o U O O w Emm, o w �ft <4 E, T� o G1, V 1 � w P d � � o SHEET NO. PROJECT N0. W07 -0134 5 1 4 City of Carmel Concrete Curb Policy January 13, 2006 1)General A)The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B)Thls policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)lf any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre - construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as It relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. QAt the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -of -way shall be determined at the pre- construction .meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2)Foundation A)General a)This work shall consist of the construction /preparation of the foundation In accordance with Section 105.03 of the Standard Specifications. b)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment a)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. b)Excavatlons (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. c)Embankments (1) Embankments shall be constructed In accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be In accordance with Section 203 of the Standard Specifications. C) Soil Subgrades a)Subgrades shall be Installed on foundations constructed In accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these Installations shall be In accordance with the City of Carmel Trench Backfilling specifications. b)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. c)The subgrade shall be uniformly prepared, compacted and approved In accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. d)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted In accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A)General a)This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. d)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. e)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations a)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. b)Frozen material shall not be placed. c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation a)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. c)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 5 1 4 3 I - 2 1 1 City f Carmel Concrete Curb Policy dam` O � y •-4 � �o � � January 13, 2006 `p 0 `0 U . W �O M CV 4)Concrete Curb d' qT kn � 00 00 qT A)General x a)This work shall consist of placing concrete curbing on prepared soil subgrades or � � 0 U P 9 9 P P g Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. -.-- M ch 00 1�4 b)Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to X W � the dimensional standards of the applicable City of Carmel Standard Details or in 4 W accordance with the curbing etails of the approved construction documents. w a g PP � c)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High earl strength (24 � W � U Y g admixtures may be utilized but shall not be considered In waiving any requirements of A this policy. d)Equipment utilized for concrete curbing installation work, including but not limited to W 44, production, hauling /delivery, placing, Installation, jointing, curing, finishing and >� miscellaneous /ancillary activity shall be In accordance with Section 508 of the Standard A4 Specifications. 1 14 e)Concrete production, mixing and hauling /delivery shall be in accordance with Section rA g 502.10 of the Standard Specifications. �-! 0 f) Installation of the concrete curbing indicated on the approved construction documents ^}4 shall be cornptieted in the some paving season. .IW B)Preparation p"; >. a)The soil subgrade or Aggregate Base shall be subject to additional roof rolls in � g � P accordance with Section 203.26 of the Standard Specifications J ust prior to placing the � o con HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable 00 areas shall be corrected to the satisfaction of the Engineer before placement of any `p A concrete curbing. W �" ' Z b)AII displacement or rutting of the soil subgrade or Aggregate Base shall be repaired W � � I� prior to placing concrete curbing. W C) Weather and Seasonal Limitations a)Concrete curbing shall only be placed in accordance with Section 502.11 of the t/1 � - I Standard Specifications. There shall be no provision for Installation below the W 2E-4 9 temperatures specified. 0 ., W b)No mixture shall be placed on a frozen subgrade or Aggregate Base. U H c)Under no circumstances shall concrete curb be placed between December 15 and W March 30. � o 0 d)lf a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed �+ Z and approved by the City prior to November 30, placement of the concrete curb will be W W M allowed u to December 15 provided that the ambient and soil subgrade or Aggregate Z P � P g � W Base surface temperature complies with the requirements of Section 4C(i) of this policy - 0 l � and the paving contractor a for the services of a full time construction inspector and " � P 9 pay P 0 who shall act as an authorized agent of the Engineer. The Engineer shall select the V-04 2 I U construction Inspector. e)lf the ambient and soil subgrade or Aggregate Base surface temperature complies 00 with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The .: �- o .. co Engineer shall select the construction inspector. z ro - Z M w .. w °o f) The Engineer reserves the right to suspend all concrete curb placement operations if, in �, ° , I Q I Q w N the opinion of the Engineer, that prevailing weather conditions and /or the condition of w � z� z Q z Q x .. co the Subgrade and /or the Aggregate Base ma result in substandard concrete curb o � Co c W _ w w E g Y Ix �o w Ix x d placement, curing and finishing. a Q Q Q Q D)Placement m U m J _1JJ a)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and m m o 000 605.04(c) and 605.04(d) of the Standard Specifications. M b)Curb machines may be utilized In accordance with Section 605.04(h) of the Standard 0000000 Specifications provided that the equipment conforms to the requirements of Section 508 w o 0 0 �o�- of the Standard Specifications. � r7 N N N O I Q � � � ►� cO r� CO c)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. d)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the � Standard Specifications. � �3: W E)Joints Z � Cn a)Joints shall conform to the requirements of Section 503 and 605.04(e) of the W ° _ I Standard Specifications. � N o b)Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. W z CD Joints in integral curb and sidewalks shall be located at the same location as the W Ed w Q joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of '_.< z �� 1= U Z > °U 1/2-inch. ° w w0� �o c)Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all w � ° M a-ZZ castings, the be inni and end of all curb returns, the end of each days work and m Q o W> Q �Uz g g Y UQWUCnww where abutting existing construction. In addition to these requirements, expansion joints U_ � U_ f CY-J Q °Ln a ° : °� in integral curb and sidewalks shall be located at the some location as the expansion � � ° a- � Q�Q joints in the adjoining :sidewalk. M af af ����� F Finishing and Curing Z W ►,, w w www a)The concrete curb shall be finished and cured in accordance with Section 502.14, � 502.15, 504 and 605.04(f) of the Standard Specifications. w U) Ln (n (n Ln (n Ln awE��EE b)Curing compound shall be applied to all exposed surfaces on slip- formed concrete Q', Y DE EYE 0_- DE == curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sid(eas after any forms are removed. \\XXXXIIIIIIIII / / // / //// c)The concrete curb shall be allowed to cure for a minimum of 5 -days prior to \�\\\`�� �0SHIC4 / /'�i, commencing backfilling operations adjacent to the concrete curbing. <v7o..••''STtjose-pe. g g P g 4.,•.�G�ST G) Backfilling ` Q-: � - a)The spaces adjacent to the concrete curb shall be backfilled in accordance with _ �: NO • Section 605.04(8) of the Standard Specifications only after the concrete curbing is �t �E1 : * inspected and accepted by the Engineer in accordance with Section 5 of this policy. - •_ ' b Backfillin operations shall be completed prior to opening the area to regular = J 11 g P P P P g g 0 i5r 1� construction traffic. '•- '�'' " " IA'N '• P F ' •• "'' • A All materials furnished and each part or detail of the work will be subject to inspection ///// //VIII I l mi00 per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work Is In substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48 -hours in advance of JAMES E. SHIELDS, JR. P.E. 10201333 commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours In advance of such proofrolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, Including freezing or random cracks. The Inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F)Where the Engineer determines that Is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum >-q prescribed by the approved construction documents. U G) Such inspections shall not be construed to relieve the developers' engineers or F---q rj contractors in any way from their obligations and responsibilities under their contracts. C3 8 Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall C/D 0 42 not require them to assume responsibilities for the approved construction documents, for Q., i'l any misinterpretation of the approved construction documents by the contractors during Q construction, or for the means and methods of construction, nor for safety on the job F� ::: site. � o - d H) Work Identified to not meet the requirements of this policy or the approved construction Z documents, unacceptable work, whether the result of poor workmanship, use of defective �_­11 Cn materials, damage through carelessness, or any other cause found to exist prior to the > w final acceptance of the work, shall be removed immediately and replaced in an "' acceptable manner at the Contractor's expense. Q., 9 1) If the Contractor fails to comply forthwith with any order made under the provisions of 04 this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed- and to Q-) 0 CO deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered 1 M . � unacceptable and subject to immediate removal and replacement in accordance with the C/-� f24 �3 Instructions provided by the Engineer. 2� &� Q5 n W 6)Accepta ce � A)Before acceptance of the concrete curb, the Engineer shall determine if the U -*a. im p � rovements are in substantial compliance with this policy (except for any variances 2 ' CW granted) and the approved construction documents. Q) w �--4 _e_ � B)The Engineer may, at his sole discretion, accept work that is not in conformance with W o this policy provided that the work is bonded for a period greater than three years. The 6� Engineer shall establish the extended bonding requirement. 4. � � Q) w 14 o 4 � � U c a w � a SHEET NO. PROJECT NO. W07 -0134 3 1 2 s Q) i I A o 10 9 8 7 6 City of Carmel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy November 2, 2005 November 2, 2005 1 General 4)Asphalt Pavement A)The work subject to the requirements of this policy shall include the production, A)General hauling /delivery, spreading, finishing, compaction and other work necessary to prepare a)This work shall consist of placing one or more courses of base, foundations, install aggregate bases and install one or more courses of base, Intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in intermediate, or surface hot mix asphalt mixtures within existing or proposed accordance with Section 105.03 of the Standard Specifications. __c_-: right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. b)HMA base, intermediate, or surface mixtures shall be constructed on = B This policy shall be the basis for acceptance of the work by the City. Failure to adhere P Y prepared foundations and to thicknesses equal or greater than those Indica ted on the to the requirements of this policy may result in non - acceptance of the work or other approved construction documents. remedies outlined in this policy. OMaterials used in the production of the HMA mixtures shall be in C) Workmanship, materials and quality of the work completed shall conform to the 2006 accordance with Section 401.03 of the Standard Specifications. Standard Specifications of the Indiana Department of Transportation (hereinafter referred d)Equipment for HMA operations, including but not limited to production, to as Standard Specifications), except where deviations are allowed herein, or variances hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall be in are granted. accordance with Section 409 of the Standard Specifications. D)Where the minimum standards of any other governmental agency having concurrent e)lnstallation of the full pavement section indicated on the approved jurisdiction exceed these standards, the higher standards shall apply. construction documents for the entire area to be paved must be completed in the same E)lf any plan or other note or specification on the approved construction documents paving season. exceeds the minimum standards of this policy, the higher standards shall apply. f) Widening operations shall comply with the following: F Nothin contained herein shall be construed as prohibiting the design and construction F) Nothing (1) The outside face of the excavated area shall be left as nearly vertical as the nature of improvements meeting higher standards, nor as discouraging petitions to appropriate P of the material will permit and not wider than the outside limits of the widening governing bodies for variances for alternatives which can be supported by advances In are a PP urisdiction. technology nd roved by other agencies with concurrent j section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean gY G) All work shall comply with the requirements of Section 105.03 of the Standard edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. S ecifications. P H For the purposes of this policy, where the term Engineer Is used in this policy and the P P P (4) Widening mixtures shall comply with the pavement section indicated on the approved CD Standard Specifications, it shall mean: d The Carmel City Engineer, staff of the Department of Engineering, other construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the personnel employed by the City of Carmel, or authorized agent(s) that may be retained Standard Specifications. to represent the City of Carmel. B)Preparation e The Hamilton County Highway Engineer, staff of the Hamilton County a)The Aggregate Base shall be subject to additional proof rolls in Highway Department, other personnel employed by Hamilton County, or authorized g Y P accordance with Section 203.26 of the Standard Specifications just prior to plac ing the agent(s) that may be retained to represent Hamilton County Highway, depending on the HMA courses In accordance with Section 3D(iii) of this policy. Unacceptable areas shall location of the work. be corrected to the satisfaction of the Engineer before any paving operations commence. I Authority of the Engineer over the work shall be per Section 105.01 of the Standard b)AII displacement or rutting of the Aggregate Base shall be repaired prior Specifications. to placing HMA mixtures. J ) Prior to commencing the work, the Contractor performing the work shall contact the c)Milled asphalt surfaces shall be tacked in accordance with Section 406 Engineer to schedule a pre- construction meeting to review the Engineers construction of the Standard Specifications. requirements, staff notification requirements, required Inspections for certain stages of the d)Asphalt surfaces between courses shall be tacked in accordance with work and to review the authority of the Engineer as it relates to the work. Section 406 of the Standard Specifications. K Under no circumstances shall work subject to the standards established by this policy e)Contact surfaces of curbing, gutters, manholes, and other structures commence without obtaining approved construction drawings by the City of Carmel shall be tacked in accordance with Section 406 of the Standard Specifications. Department of Engineering. P g f) Surfaces on which a mixture is placed shall be free from objectionable or foreign 2)Foundation materials at the time of placement. A)General g)Tack Coat material shall be distributed with equipment meeting the a This work shall consist of the construction /preparation of the requirements of Section 409.03(a) of the Standard Specifications. foundation in accordance with Section 105.03 of the Standard Specifications. C) Weather and Seasonal Limitations B Excavation and Embankment a)HMA courses shall be placed when the ambient temperature and the °F °C) a Prior to beginning excavation and embankment operations, all necessary temperature of the surface on which it is to be placed is 45 (7 or above. The rubbin , scalping and topsoil stripping and subsequent backfilling for removed clearing, grubbing, Engineer shall determine the ambient temperature. There shall be no provision for low , items within the slope stake limits shall be performed in accordance with Section temperature compaction allowed by Section 402.16 of the Standard Specifications. 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, b)No mixture shall be placed on a frozen subgrade. friable and deleterious material shall be completely removed within the limits of the c)Under no circumstances shall HMA mixtures be placed between slope stakes. December 15 and March 30. b Excavations d)If a foundation that is to receive one or more courses of base, (1) After excavation operations, all spongy and yielding material that does not readily Intermediate, or surface HMA mixtures Is placed and determined to be an approved compact shall be removed from within the slope stake limits and the resulting void foundation by the City prior to November 30, placement of HMA courses will be allowed shall be refilled with suitable material and compacted in accordance with Section 203 up to December 15, provided that the ambient and foundation surface temperature of the Standard Specifications. complies with the requirements of Section 4C(i) of this policy and the paving contractor An pronounced depressions within the slope stake limits resulting after excavation (�) Y P P P pay for the services of a full time construction inspector and who shall act as an - operations shall be refilled with suitable material and compacted in accordance with authorized agent of the Engineer. The Engineer shall select the construction Inspector. Section 203 of the Standard Specifications. e)lf the ambient and foundation surface temperature complies with the c Embankments requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course ( 1 ) Embankments shall be constructed in accordance with Section 203 of the Standard shall be allowed to be placed on an approved foundation provided that the paving S P ecifications. contractor pay for the services of a full time construction Inspector and who shall act 0 2 All s on and yielding material that does not readily compact shall be removed ( ) P gY as an authorized agent of the Engineer. The Engineer shall select the construction from within the slope stake limits prior to embankment operations. An ronounced de ressions within the slope stake lin'mits resulting after clearing, (3) Y P P Inspector. f) The Engineer reserves the right to suspend all paving operations if, in the opinion of the bin scalping and topsoil removal shall be refilled with suitable material and grubbing, p g p Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or . compacted in accordance with Section 203 of the Standard Specifications prior to P the Aggregate Base may result In substandard HMA placement, spreading and finishing. embankment operations. D)Spreading and Finishing - to the construction of an embankment, the original ground surface within the (4) Prior Y a)HMA courses shall be placed upon an approved foundation or other HMA Section 409.03(c) of the of the slope stakes shall be leveled and the upper 6- inches shall be limits p course by means of laydown equipment In accordance with compacted in accordance with Section 203 of the Standard Specifications. Standard Specifications. - . 5 Embankments shall be shaped to be well drained and shall be protected to prevent { ) b)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. P erosion. Loose de th of each embankment lift, final compacted depth, compaction method (6) P Segregated or flushed or bleeding HMA mixtures shall be removed if directed. and com action requirements shall be in accordance with Section 203 of the Standard P q c)AII areas showing an excess or deficiency of binder shall be removed Specifications. and replaced. d)AII HMA mixtures that become loose and broken, mixed with dirt, or Is C Soil Sub g rades a Sub g rades shall be prepared only after the installation of all utilities In any way defective shall be removed and replaced. and subsurface drains indicated on the approved construction documents to be located E)Joints under the pavement are completed. Trench backfilling work of these Installations shall p g x)Joints shall conform to the requirements of Section 401.15 of the Standard be in accordance with the City of Carmel Trench Backfilling specifications. Specifications. _° b)The sub rade shall be shaped to the required grade and sections, free g F)Compaction from all ruts, corrugations, or other irregularities. a)The HMA mixture shall be compacted with equipment in accordance with ) Whe sub g rade shall be uniformly prepared, compacted and approved In Section 409.03(d) of the Standard Specifications Immediately after the mixture has been accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. spread and finished. d Sub g rades shall be inspected and approved by the Engineer before any b)Rollers shall not cause undue displacement, cracking, or shoving. aggregate re ate base or hot mix asphalt pavements are constructed. A proofroll shall be 5)Inspections Section 203.26 of the Standard Specifications. A)AII materials furnished and each part or detail of the work will be subject to Inspection conducted in accordance with Unacceptable areas shall be corrected to the satisfaction of the Engineer before any per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the aggregate re ate base or hot mix asphalt paving operations commence. work Is In substantial conformance with this policy and the approved construction e)At the discretion of the Engineer, Subgrade that has satisfactorily a but remains uncovered for a period of 14 calendar days prior to documents. - B)The Contractor shall notify the Engineer a mini mum of 48 hours in advance of passed proofroll, p P placing stone or is subject to a measurable rain event prior to placing stone, shall be P g commencing any work subject to the standards established by this policy. . subject to additional roof rolls prior to placement of the Aggregate Base. � proof C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours In D)Existing Pavement advance of such proofrolls. a Millin g g of existing pavement surfaces shall be in accordance with D)Sampling and testing of materials, equipment or construction work may be required at Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. the expense of the Contractor at the discretion of the Engineer for the purpose of b Localized weak areas of the existing pavement section uncovered during ascertaining that the work is in substantial conformance with this policy and the approved the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 g P construction documents. Sampling and testing shall conform to the requirements of the or 305 of the Standard Specifications. sections of the Standard Specifications applicable to the portion of the work suspected to 0 c Prior to opening milled areas to traffic, the milled areas shall be debris and dust resulting from the operation. . be non - compliant or as directed by the Engineer. E)Where the Engineer determines that Is necessary to confirm compliance with standards of cleaned of all material, d Milled areas that remain open to traffic longer than those times quality or thickness, pavements shall be cored and tested at the expense of the .. stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated P Contractor. The average thicknesses of all courses must equal or exceed the minimum - dama es outlined in Section 306.05 of the Standard Specifications. The Contractor shall g pres --ribed by the approved construction documents, and no single core shall show a be res onsible for a ment of these liquidated damages. P payment deficiency greater than one half inch (1/2"") in an course or total thickness from the Y 9 Y 3)Aggregate Bases pavement section indicated on the approved construction documents. A)General } F)Such inspections shall not be construed to relieve the developers engineers or a)This work shall consist of placing a compacted aggregate on a contractors in an way from their obligations and responsibilities under their contracts. Y soil subgrade in accordance with Section 105.03 of the Standard prepared g Specfically, inspection by the Engineer, or by retained engineers or testing agencies, shall Specifications. not require them to assume responsibilities for the approved construction documents, for b A re ate Base materials shall be in accordance with Section 301.02 gg g any misinterpretation of the approved construction documents by the contractors during Of the Standard Specifications. cons-ruction, or for the means and methods of construction, nor for safety on the fob c)The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. site. G) Wor, identified to not meet the requirements of this policy or the approved construction d The Aggregate re ate Base material shall be handled and transported to, and documents, unacceptable work, whether the result of poor workmanship, use of defective on the work site in a manner that minimizes segregation and moisture loss. mate -gals, damage through carelessness, or any other cause found to exist prior to the e A ate Bases shall be constructed on prepared foundations and to g final acceptance of the work, shall be removed immediately and replaced in an acceptable thicknesses or equal greater than those indicated on the approved construction q g manrer at the Contractor's expense. H) If tle Contractor fails to comply forthwith with any order made under the provisions of -0 documents. B Tem P erature and Seasonal Limitations this subsection, the Engineer will have authority to cause unacceptable work to be a)The Aggregate Base shall be laced in accordance with the temperature ) P remeded or removed and replaced; to cause unauthorized work to be removed; and to limitations of Section 301.04 of the Standard Specifications. deduct the costs from an monies due or to become due. Y . b Frozen material shall not be placed. 1) Work done contrary to instructions provided by the Engineer shall be considered d ass roof roll prior to c)Aggregate Bases must be placed an p p p unac� table and subject to immediate removal and replacement in accordance with the P J . � November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. Instru -tions provided by the Engineer. >i o C) Preparation 6 Acceptrnce the Engineer shall determine if the a)The prepared foundation shall be free from ob�ectlonable or foreign A)BeforE acceptance of any phase of construction, g } P P Lh materials at the time of placement. im roements are in substantial compliance with this policy (except for any variances P ° 7 b)The subgrade shall be subject to additional proof rolls in accordance g grantd) and the approved construction documents placing the Aggregate with Section 203.26 of the Standard Specifications dust prior to p g B The E� ineer may, at his sole discretion, accept work that is not in conformance with ) g Y m Base on the sub rade in accordance with Section 2C {v) of this policy. Unacceptable g this plicy provided that the work is bonded for a period greater than three years. The _U areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base EnglnEer shall establish the extended bonding requirement. is placed. 0 N D)Spreading and Finishing - U, -r ... ,., r. l-► .-� I I h o n rn n ri i n n n n rri rt n i t%1 u � tf Agg cgatc Paso sho-1. �.,�, sr, �O ,,, OccO- �..,.se >�. ecf�on ��01 o E of the Standard Specifications. U � in b)The Aggregate Base shall be compacted in accordance with Section U °' 0 301.06 of the Standard Specifications. c)Subsequent paving courses shall be placed over the Aggregate Base 0 o within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater r 0 - than 14 calendar days or experience a measurable rain event prior to the placement of 3: - ° subsequent paving courses shall be subject to Inspection and acceptance by the ° U)-° o 1, ° Engineer, additional roof rolls may be required. Engineer. At the discretion of the E g p Y q =oQ� U w m Z >0 0 f-- ►= w �_ :D,�_ Q p w �-- 1 8 7 6 10 9 5 1 4 City of Carmel Concrete Curb Policy January 13, 2006 1)General A)The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B)Thls policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)lf any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre - construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as It relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. QAt the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -of -way shall be determined at the pre- construction .meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2)Foundation A)General a)This work shall consist of the construction /preparation of the foundation In accordance with Section 105.03 of the Standard Specifications. b)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment a)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. b)Excavatlons (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. c)Embankments (1) Embankments shall be constructed In accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be In accordance with Section 203 of the Standard Specifications. C) Soil Subgrades a)Subgrades shall be Installed on foundations constructed In accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these Installations shall be In accordance with the City of Carmel Trench Backfilling specifications. b)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. c)The subgrade shall be uniformly prepared, compacted and approved In accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. d)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted In accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A)General a)This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. d)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. e)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations a)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. b)Frozen material shall not be placed. c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation a)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. c)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 5 1 4 3 I - 2 1 1 City f Carmel Concrete Curb Policy dam` O � y •-4 � �o � � January 13, 2006 `p 0 `0 U . W �O M CV 4)Concrete Curb d' qT kn � 00 00 qT A)General x a)This work shall consist of placing concrete curbing on prepared soil subgrades or � � 0 U P 9 9 P P g Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. -.-- M ch 00 1�4 b)Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to X W � the dimensional standards of the applicable City of Carmel Standard Details or in 4 W accordance with the curbing etails of the approved construction documents. w a g PP � c)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High earl strength (24 � W � U Y g admixtures may be utilized but shall not be considered In waiving any requirements of A this policy. d)Equipment utilized for concrete curbing installation work, including but not limited to W 44, production, hauling /delivery, placing, Installation, jointing, curing, finishing and >� miscellaneous /ancillary activity shall be In accordance with Section 508 of the Standard A4 Specifications. 1 14 e)Concrete production, mixing and hauling /delivery shall be in accordance with Section rA g 502.10 of the Standard Specifications. �-! 0 f) Installation of the concrete curbing indicated on the approved construction documents ^}4 shall be cornptieted in the some paving season. .IW B)Preparation p"; >. a)The soil subgrade or Aggregate Base shall be subject to additional roof rolls in � g � P accordance with Section 203.26 of the Standard Specifications J ust prior to placing the � o con HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable 00 areas shall be corrected to the satisfaction of the Engineer before placement of any `p A concrete curbing. W �" ' Z b)AII displacement or rutting of the soil subgrade or Aggregate Base shall be repaired W � � I� prior to placing concrete curbing. W C) Weather and Seasonal Limitations a)Concrete curbing shall only be placed in accordance with Section 502.11 of the t/1 � - I Standard Specifications. There shall be no provision for Installation below the W 2E-4 9 temperatures specified. 0 ., W b)No mixture shall be placed on a frozen subgrade or Aggregate Base. U H c)Under no circumstances shall concrete curb be placed between December 15 and W March 30. � o 0 d)lf a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed �+ Z and approved by the City prior to November 30, placement of the concrete curb will be W W M allowed u to December 15 provided that the ambient and soil subgrade or Aggregate Z P � P g � W Base surface temperature complies with the requirements of Section 4C(i) of this policy - 0 l � and the paving contractor a for the services of a full time construction inspector and " � P 9 pay P 0 who shall act as an authorized agent of the Engineer. The Engineer shall select the V-04 2 I U construction Inspector. e)lf the ambient and soil subgrade or Aggregate Base surface temperature complies 00 with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The .: �- o .. co Engineer shall select the construction inspector. z ro - Z M w .. w °o f) The Engineer reserves the right to suspend all concrete curb placement operations if, in �, ° , I Q I Q w N the opinion of the Engineer, that prevailing weather conditions and /or the condition of w � z� z Q z Q x .. co the Subgrade and /or the Aggregate Base ma result in substandard concrete curb o � Co c W _ w w E g Y Ix �o w Ix x d placement, curing and finishing. a Q Q Q Q D)Placement m U m J _1JJ a)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and m m o 000 605.04(c) and 605.04(d) of the Standard Specifications. M b)Curb machines may be utilized In accordance with Section 605.04(h) of the Standard 0000000 Specifications provided that the equipment conforms to the requirements of Section 508 w o 0 0 �o�- of the Standard Specifications. � r7 N N N O I Q � � � ►� cO r� CO c)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. d)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the � Standard Specifications. � �3: W E)Joints Z � Cn a)Joints shall conform to the requirements of Section 503 and 605.04(e) of the W ° _ I Standard Specifications. � N o b)Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. W z CD Joints in integral curb and sidewalks shall be located at the same location as the W Ed w Q joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of '_.< z �� 1= U Z > °U 1/2-inch. ° w w0� �o c)Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all w � ° M a-ZZ castings, the be inni and end of all curb returns, the end of each days work and m Q o W> Q �Uz g g Y UQWUCnww where abutting existing construction. In addition to these requirements, expansion joints U_ � U_ f CY-J Q °Ln a ° : °� in integral curb and sidewalks shall be located at the some location as the expansion � � ° a- � Q�Q joints in the adjoining :sidewalk. M af af ����� F Finishing and Curing Z W ►,, w w www a)The concrete curb shall be finished and cured in accordance with Section 502.14, � 502.15, 504 and 605.04(f) of the Standard Specifications. w U) Ln (n (n Ln (n Ln awE��EE b)Curing compound shall be applied to all exposed surfaces on slip- formed concrete Q', Y DE EYE 0_- DE == curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sid(eas after any forms are removed. \\XXXXIIIIIIIII / / // / //// c)The concrete curb shall be allowed to cure for a minimum of 5 -days prior to \�\\\`�� �0SHIC4 / /'�i, commencing backfilling operations adjacent to the concrete curbing. <v7o..••''STtjose-pe. g g P g 4.,•.�G�ST G) Backfilling ` Q-: � - a)The spaces adjacent to the concrete curb shall be backfilled in accordance with _ �: NO • Section 605.04(8) of the Standard Specifications only after the concrete curbing is �t �E1 : * inspected and accepted by the Engineer in accordance with Section 5 of this policy. - •_ ' b Backfillin operations shall be completed prior to opening the area to regular = J 11 g P P P P g g 0 i5r 1� construction traffic. '•- '�'' " " IA'N '• P F ' •• "'' • A All materials furnished and each part or detail of the work will be subject to inspection ///// //VIII I l mi00 per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work Is In substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48 -hours in advance of JAMES E. SHIELDS, JR. P.E. 10201333 commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours In advance of such proofrolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, Including freezing or random cracks. The Inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F)Where the Engineer determines that Is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum >-q prescribed by the approved construction documents. U G) Such inspections shall not be construed to relieve the developers' engineers or F---q rj contractors in any way from their obligations and responsibilities under their contracts. C3 8 Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall C/D 0 42 not require them to assume responsibilities for the approved construction documents, for Q., i'l any misinterpretation of the approved construction documents by the contractors during Q construction, or for the means and methods of construction, nor for safety on the job F� ::: site. � o - d H) Work Identified to not meet the requirements of this policy or the approved construction Z documents, unacceptable work, whether the result of poor workmanship, use of defective �_­11 Cn materials, damage through carelessness, or any other cause found to exist prior to the > w final acceptance of the work, shall be removed immediately and replaced in an "' acceptable manner at the Contractor's expense. Q., 9 1) If the Contractor fails to comply forthwith with any order made under the provisions of 04 this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed- and to Q-) 0 CO deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered 1 M . � unacceptable and subject to immediate removal and replacement in accordance with the C/-� f24 �3 Instructions provided by the Engineer. 2� &� Q5 n W 6)Accepta ce � A)Before acceptance of the concrete curb, the Engineer shall determine if the U -*a. im p � rovements are in substantial compliance with this policy (except for any variances 2 ' CW granted) and the approved construction documents. Q) w �--4 _e_ � B)The Engineer may, at his sole discretion, accept work that is not in conformance with W o this policy provided that the work is bonded for a period greater than three years. The 6� Engineer shall establish the extended bonding requirement. 4. � � Q) w 14 o 4 � � U c a w � a SHEET NO. PROJECT NO. W07 -0134 3 1 2 s Q) i I A o r- C r� U v E c o o co c/r co 00 M O O r- 0 / N N O u) •� O D o U O Q }� U wm Z � O O►- f-w Qp WF- >- F- 0 m a- I- V) I O r- 0 O c� c � o co U N Cb c E5 O 0 � N O / N I O U) O D I N � I �N Q S O U Lli Oh L U F'C _1 0 c m W 0 cn I 0 r` o- I 0 v / E o Ln CT) N j I 0 00 o O O 0 N 0 / O r` O D 0 N 0) a) O Q n tJ � m Z �n O F- F- Ld Q w c)° 0 I-o O J 10 9 I.VIVUML I L LINU/A LIVILIN I I 24 MIN. 24" MIN. No d e v p d v q. v d d" e ° d °. "d °. e . d N v d d e d ° a Q a. a &24" d q 24" M I N. ' M I.N a °d Q d4 e 4 I= III -1 I I, ;III , ,III =1 I I- Fir- 1 i I -1 I I, ,III ,III z v" - 12 4 ° d v Q e ° d d N � 4 N vd d NOTE: CONCRETE SADDLE IS a TO BE USED WHENEVER A -A 24" MIN. 24" MIN. STORM AND SANITARY SEWER LINE INTERSECTION HAS LESS THAN 18 INCHES OF SEPARATION CONCRETE SADDLE BETWEEN STORM AND SEWER PIPES 15' EASEMENT EMERGENCY SPILLWAY AT 100 YEAR STORM SEWER PIPE 100 YEAR 3 FLOW (NO SCALE) 301,' MIN INFILTRATION TRENCH (REFER TO PLAN FOR LOCATION) VEGETATED SWALE (REFER TO PLAN FOR LOCATION) 31 EXTENDED DRY DETENTION CROSS SECTION (NO SCALE) 8 7 6 STR. NO TC /RIM ELEV. INV. I N INV. OUT DEPTH IN FEET STR. SIZE STR. TYPE CASTING TYPE PIPE SIZE DIRECTION OF PIPE IN OUT 200 N/A N/A 837.45 1.96 N/A END SECTION N/A 15" SW 201 842.33 837.53 837.53 3.46 24 x24 CURB INLET R -3501 -R 12 15 E SW 202 840.00 N/A 837.88 2.12 24 "x24" BEEHIVE INLET R -4342 12" W 203 840.70 836.52 836.52 4.18 24'x36 OUTLET CONTROL SEET C303 1211/27)) W E EX. 203A 842.43 836.00 N/A 6.43 48 MANHOLE R -1772 12 SE 203B 842.20 836.12 836.12 6.08 48 MANHOLE R -1772 12 "/12 NW /S 203C 839.40 836.42 836.42 4.02 24 x24 BOX R -1772 12 ' 12 ' N E 204 840.70 836.84 836.84 3.86 24'x36" BOX R -1772 121)/27 ' SE W 205 839.09 836.87 836.87 2.22 N/A OUTLET CONTROL SEE C303 12" NW 206 N/A N/A 837.40 1.46 N/A END SECTION N/A 21 E 207 842.20 837.46 837.46 4.74 48 MANHOLE R -1772 2111/2 1718) 18' S E N 208 841.60 837.96 837.96 3.64 24"x36 CURB INLET DOUBLE R- 3501 -R 15 21 1) N S 208A 841.60 N/A 838.04 3.56 24%24 CURB INLET DOUBLE R-3501 -R 15' N 209 841.00 837.91 837.91 3.09 30 "X30 BEEHIVE INLET R -4342 18 "/18" W SE 210 841.80 838.24 838.24 3.56 30 "X30" BOX R -1772 18 "/ 18" SW /E 211 841.00 838.46 838.46 3.54 24 x36 STORM INLET R- 3036 -B 18 SW E 211A 840.00 N/A 1 838.60 1 1.40 24 x24 BEEHIVE INLET R -4342 15 NE R -4342 Ditch Crag, Stool Typo Light Duty 1 t' D!A . z3'- r -•MI - -.- - 23 ---- - t �_ -- - -- 23 -- 33 ' 33 NON- ASPHALTIC M OR BUTYL RU SEAL BETWEEN J FULL HEIGHT MA STEPS AS SPECI 0 -RING GASKE_ ASPHALTIC MAS OR RUBBER BL SEAL AT JOINT`_ (TYP.) PRECAST BASE 6" OR 8" 5 *CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS. SAC- _- IKI� E -°^""7 n "I r` 'HOVER AS SPECIFIED OFILES AST CONCRETE ADJUSTER IF NEEDED (12 INCHES INGS MAXIMUM) CENTRIC CONE OR DUCER CAP AS QUIRED BY SITE NDITIONS. CONE TOP MATCH ADJUSTING JG PROFILE. PRECAST CONCRETE SECTIONS -ORMED HOLE TO MAX. OF O.D. +6" W /NON- SHRINK ENT GROUT PER SECTION 7 /00000 3° MIN. #4 RE -BARS Q 12° O.C. MANHOLE BASE SET EACH WAY (STEEL MESH AREA = ON 6" OF #2 STONE 0.12 SQ.IN. /SQ.F -f. OR APPROVED EQUAL) NOTES: 1. MANHOLE TO CONFORM ASTM C -478. 2. STUCTURES TO BE GROUTED FULLY, TROWELED SMOOTH AND BRUSH FINISHED. STANDARD STORM MANHOLE 4.00' *CASTINGS SHALL 4.00' D x CONFORM TO SECTION K R1 909.05 CITY OF SLOP E 2.00' 025' 0.50' ♦! :f ! S ti - ' • •'s - in. r + ' f • • f • ••�• �.'. -. . -• EXISTING GRADE 18 MAX. NEENAH R- 3501 -R i -'•' Flow ; �• t- '♦ •+ I 3 (MINA I MONOLITHIC OR 6' -3" �•' ' I I I I I I I UNDERCUT SWALE BY 0.2' Flow I I I TO ALLOW -FOR 1 ,FUTURE SILTING O 0000 _ Ill 111 to o� o -111 "8 GRAVEL O �• Flow �--- zE � w 4.00' 12' Pipe N ° oa 0 27• P" 12' Pipe 3.00' ��o SEE DEVELOPMENT PLAN FOR SIZES POSITION OF STEEL, AND THE INTERNAL DIA6AETER OF THE PIPE SHALL p• CONC. WALLS • p NOTE: TILE SHALL BE D - MOOTH WALL SHALL BE CONSTRUCTED WrM DOUBLE WALL HANCOR PERF ASTIC PIPE. • TYPICAL SWALE DETAIL FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS W • �• _ '• • • f 24 Dia. 14" Steel DrIfIce Piste to be 27" 3 1/4" STANDARD PLAN APPROVED: �• �' Grouted In place. 4 314„ (tYP.) KENT C. WARD, H ILTON COUNTY SURVEYOR z 14 1/2" 2100 30" 1 3 1/2" 1' -2" 1' -10" 6' -3" 5' -0" 2.9 181/2 " Thick 2400 33" 3 3/4" 1' -3" 3' -6" Steel Plate 5' -6" ' 23 3/4" I I VAR. PIPE SIZE 4100 36" •� �,• l' -5" I I 18" MAX. 8' -3" 6' -0" 3.4 24 5/16" 20" 4200 Str. 203 Str. 204 Str. 205 4.00' 4.00' Inv. 840.50 3' SQ. CONC. BASE I Inv. 840.70 LINE 0.116 PIPE MESH W. W. F. I x Tolerance f 1 " •V •� '• :. 02V 2W 02y 12' Orifice ! ' i; I �; j . • Flow • ;. Inv. 839.03 ~- •• I. 837.64 Inv. . ' t. • • 3.98' 3.85' . ' • �,'• Flory � Flow .� •. f �- -� I .--- �• 27' Plpe 216' I IV P" Inv. 836.52 112' Inv. 836.84 Inv. 836.84 1 12' Pipe 0.50' Y: .• �•..- ..'•r' j•• •. - • . :.• ♦ ; -•�. • . 4 •• • 7. j i 6' Orifice It 6' Cor+pacted Stox 2' Drlfke ! Inv. 835.87 Inv. 836.52 LOW FLOW 0 UTLET CONTROL STRUCTURE (NO SCALE) R -4342 Ditch Crag, Stool Typo Light Duty 1 t' D!A . z3'- r -•MI - -.- - 23 ---- - t �_ -- - -- 23 -- 33 ' 33 NON- ASPHALTIC M OR BUTYL RU SEAL BETWEEN J FULL HEIGHT MA STEPS AS SPECI 0 -RING GASKE_ ASPHALTIC MAS OR RUBBER BL SEAL AT JOINT`_ (TYP.) PRECAST BASE 6" OR 8" 5 *CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS. SAC- _- IKI� E -°^""7 n "I r` 'HOVER AS SPECIFIED OFILES AST CONCRETE ADJUSTER IF NEEDED (12 INCHES INGS MAXIMUM) CENTRIC CONE OR DUCER CAP AS QUIRED BY SITE NDITIONS. CONE TOP MATCH ADJUSTING JG PROFILE. PRECAST CONCRETE SECTIONS -ORMED HOLE TO MAX. OF O.D. +6" W /NON- SHRINK ENT GROUT PER SECTION 7 /00000 3° MIN. #4 RE -BARS Q 12° O.C. MANHOLE BASE SET EACH WAY (STEEL MESH AREA = ON 6" OF #2 STONE 0.12 SQ.IN. /SQ.F -f. OR APPROVED EQUAL) NOTES: 1. MANHOLE TO CONFORM ASTM C -478. 2. STUCTURES TO BE GROUTED FULLY, TROWELED SMOOTH AND BRUSH FINISHED. STANDARD STORM MANHOLE CURB INLET (NO SCALE) R- 3036 -B Concave ln.let Frame and Grate. Heavy Duty Also available without crossbars ingrate, for highway use..Not. recommended for bicycle traffic. r _ 22Y 22 - ,Q. 4 - CURVt.D ISAR$ 3 7 ""�•"a "..,,, (NO SCALE) D O O O 014/4 4 3 OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE *CASTINGS SHALL C x D x CONFORM TO SECTION K R1 909.05 CITY OF SLOP E '- PROPOSED GRADE III_ CARMEL STANDARDS. 1/4,,/,F r T. C. ELEVATION I I I T O�IF FOR FUTURE S[LTING 1 I II fl I 1 �1� Ili I I! EXISTING GRADE 18 MAX. NEENAH R- 3501 -R I 800 r 7 3 (MIN.) r�l I 3 (MINA I MONOLITHIC OR 6' -3" �•' ' I I I I I I I UNDERCUT SWALE BY 0.2' PRECAST CONCRETE I I I TO ALLOW -FOR 1 ,FUTURE SILTING O 0000 _ Ill 111 to o� o -111 "8 GRAVEL O -111 Iii 11 111 III �D O 0 a0 000 ���oa o� zE � w CONSTRUCTION N ° oa 0 �.p• BLOCK OR ' qo ��o SEE DEVELOPMENT PLAN FOR SIZES POSITION OF STEEL, AND THE INTERNAL DIA6AETER OF THE PIPE SHALL p• CONC. WALLS • p NOTE: TILE SHALL BE D - MOOTH WALL SHALL BE CONSTRUCTED WrM DOUBLE WALL HANCOR PERF ASTIC PIPE. HI-Q OR EQUIVALENT TYPICAL SWALE DETAIL FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS W HAMILTON COUNTY SURVEYOR'S OFFICE 24 Dia. 14" I- - III =11 27" 3 1/4" STANDARD PLAN APPROVED: �• �' 81u410 ;- DATE 4 314„ (tYP.) KENT C. WARD, H ILTON COUNTY SURVEYOR z 14 1/2" 2100 30" 1 3 1/2" 1' -2" 1' -10" 6' -3" 5' -0" 2.9 181/2 1 15 2400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" ' 23 3/4" I I VAR. PIPE SIZE 4100 36" •� �,• l' -5" I I 18" MAX. 8' -3" 6' -0" 3.4 24 5/16" 20" 4200 _T p o p p o 3' SQ. CONC. BASE I (1) LINE 0.116 PIPE MESH W. W. F. CURB INLET (NO SCALE) R- 3036 -B Concave ln.let Frame and Grate. Heavy Duty Also available without crossbars ingrate, for highway use..Not. recommended for bicycle traffic. r _ 22Y 22 - ,Q. 4 - CURVt.D ISAR$ 3 7 ""�•"a "..,,, (NO SCALE) D O O O 014/4 4 3 OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE A x C x D x N.) K R1 o• • v� •r '- PROPOSED GRADE III_ 3. REINFORCEMENT IN THE "B" PORTION SHALL. HAVE A CROSS - SECTIONAL NDERCUT SHALE BY 0.2' I) Ill Ill III I I I T O�IF FOR FUTURE S[LTING 1 I II fl I 1 �1� Ili I I! EXISTING GRADE 18 MAX. AREA EQUAL TO THAT OF ONE LAYER OF STIEEL IN THE "C' SECTION. I 800 r 7 3 (MIN.) r�l I 3 (MINA I I`r 6' -3" �•' `" - PROPOSED GRADE I I I I I I I UNDERCUT SWALE BY 0.2' .1 1 oo0o`J oo� I I I TO ALLOW -FOR 1 ,FUTURE SILTING O 0000 _ Ill 111 to o� o -111 "8 GRAVEL O -111 Iii 11 111 III �D O 0 a0 000 ���oa o� zE � w 00 0 O O '� � N ° oa 0 PER ( ) PERFORATED SUBSURFACE DRAIN SSD PIPE 0 WITH MINIMUM[ 0.5/ GRADIENT. ��o SEE DEVELOPMENT PLAN FOR SIZES POSITION OF STEEL, AND THE INTERNAL DIA6AETER OF THE PIPE SHALL (6" MINIMUM) AND INVERT ELEVATIONS. 3' Pli ALL SUBSURFACE DRAINS NOTE: TILE SHALL BE D - MOOTH WALL SHALL BE CONSTRUCTED WrM DOUBLE WALL HANCOR PERF ASTIC PIPE. HI-Q OR EQUIVALENT TYPICAL SWALE DETAIL FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 16 3/16" 14" REVISED= 16 AUG 2005 27" 3 1/4" STANDARD PLAN APPROVED: �• �' 81u410 ;- DATE D-16 KENT C. WARD, H ILTON COUNTY SURVEYOR Y � f l ' I R� obi W o V x' I I �r 0 ; 01 I I I ' Y `- H 6 ,Grooved end on outlet end Tongue end on inlet end D C B = ( D - C ) Diameter II II - - - 1 1/2- R 1 1/2" R l 12" C to C J Max. Spacing Hook Bolts (See Sheet ME -1 } Class "A" Concrete E + 2 T I_ � SECTION A -A v v 9 4 ��� s /op CONCRETE �NEENAH R-4342 OR EQUAL mil/ c C END SECTION e 3" Q -_ -_- - _ - - - -- - - - -- Grooved (or tongue) to be the I PIPE T. C. ELEV. 11 =1 I I =1 I I- N CULVERT I Y p =1 some os on Standard Reinforced \ m Concrete Pipe ASTM Designation \ p ' C 76 -- -- -� - - - - - - - - p Class "A" Concrete , iii - iii - iii - iii - iii -iii 6" Computed length of culvert --� Riprop to be placed p " CONC. WALLS ' p Po length of culvert End Section ': A Y g on side slope when Length (D) called for on plans. • o LONGITUDINAL SECTION 24 Dia. SLOPE DETAIL ..- 1111111;- =1 NOTES: •• v 1. CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND -III STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, ASTM DESIGNATION C 76 CLASS II. ( as set out in the Standard Spec's.) =III =I DIMENSIONS OF PRECAST CONCRETE END SECTIONS =1 I I o 2. REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED o FOR REINFORCED CONCRETE ASTM DESIGNATION C 76 CLASS II FOR THE DIA. T (min.) A x C x D x SIZE OF CONNECTING PIPE. K R1 o• • v� Approx. Weight I I I I VAR. PIPE SIZE 3. REINFORCEMENT IN THE "B" PORTION SHALL. HAVE A CROSS - SECTIONAL 5" 4'- 3" .p 2'-On 18 MAX. AREA EQUAL TO THAT OF ONE LAYER OF STIEEL IN THE "C' SECTION. 9" 800 15" p p 7" 4. THE END OF PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END 6' -3" 2' -6" 1.5 A. p 8„ SECTION So THAT THE FLOW LINES ARE FLUISH. THE JOINT SHALL BE 18" 21/2" p p 4' -1" COMPLETELY FILLED wrrH MORTAR. 0 o p o o o o 4' -0" SQ. CONC. BASE 1.8 5. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION (1) LINE 0.116 PIPE MESH W. W. F. IN A SMDOTH, PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 21 6. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE 11" POSITION OF STEEL, AND THE INTERNAL DIA6AETER OF THE PIPE SHALL 6' -3" CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE 2.1 SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, 13" AND SEWER PIPE, ASTM DESIGNATION C 76. DITCH GRATE INLET 7. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED. A 'PIPE END SECTION "COMPARABLE TO THAT AS SHOWN 1' -0" FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS 6' -3" APPROVED BY THE PROJECT ENGINEER. (NO SCALE) 16 3/16" DIA. T (min.) A x C x D x E x K R1 R2 Approx. Weight 12" 2" 5" 4'- 3" 6'-2" 2'-On 1.3 10 1/8* 9" 800 15" 21/4 7" 4' -0" 6' -3" 2' -6" 1.5 121/2" 11" 1100 18" 21/2" 11" 4' -1" 6' -2" 3' -0" 1.8 151/2" 12" 1300 21 2 3/4" 11" 3' -6" 6' -3" S -6" 2.1 16 1/8" 13" 1500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16" 14" 1800 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 9/16" 14 1/2" 2100 30" 1 3 1/2" 1' -2" 1' -10" 6' -3" 5' -0" 2.9 181/2 1 15 2400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 23 3/4" 17 1/2' 4100 36" 4' l' -5" S -1' 8' -3" 6' -0" 3.4 24 5/16" 20" 4200 _T _T I I I I x Tolerance f 1 " B. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR ' PIPE END SECTION " COMPLETE IN PLACE AND ACCEPTED. 9. CONCRETE PIPE TDE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNrr PRICE PER EACH FOR " PIPE END SECTIONS. PRECAST CONCRETE END SECTION. (NO SCALE) R-3236 -8V Curb Inlet Frame, Grate, Curb Box Heavy Duty 23 314' CURB SOX NZWA' 6'c�St� 5114 �O g $S4" ? 1 •yl$" 223132" _ 1 51 5 8 •R 1 15 16. Z 4 12 114' 7 719` ­_3.3 15132' 3315132' 5 3 2 FIGURE 501 -1 Bedding and Baekfll Standards for Storm Sewers RCP TRENCH DETAIL FOR CITY STORM S I I 11MUM C-F TO?SO L I i MINIMUM COVER SHALL BE PER NOTE 3 i I LFGCN D I 8c OU TSIDc DI AVE Ti: F D = IN JDI' bIA�II:lE:R d - D:PTH Of !TOGGING MATERIAL BF _0W PIPE -- - - - SPRiNGLINf til,VyClillr� DEPIi i OF BEEETIING (130) -- ---------- ---- -- t MATERIAL BELOW RFE 60' do SMALL ER 4" NOTES, Rc 66" & LARGERR 6' 1. BEJOtNG AND HAIINCHING FOR ALL R^P INSTALLATIONS SHALL BE #8 STONE M ETiNG' THE MATERIAL RELNJIREMENTS OF THr It.DC1, E3c:0l31yG SNAII. H F'i.AC ►b IN TRF TRENCH BOTIOM SUCH !HAT AFTER 1.1 PIPE 15 INS1ALLE[J TO GRADE AND IiNE, THERE RiEVAINS A 4" tlNIMUM DEPTH OF UATERIAL BELOW T� F RPF BARRLL AND A MINIMUM OF 3" Bc!_OW -iw K-L. FOR RK SILS 66" AND L.ARVR, TILL MN-!.UM L)LP1N 0 WA%RIAL ELLCO; 111L FIFE BAFRLL SHALL B_ 6'. BLENDING SHALL 6E PLACED TO EE u 31FORM AS POSSIBLE. 8JT SHALL SE LOOSELY PLACED UNCOMPACTED IMATERIAi UNDER THE 1VICCLE THIRD OF THE Fi ?r' PRIOR 10 ?LACc.MFNT CF THE FIEF. IF THE' UNDERL Y14lG SOILS OF PyE TRENCH H0110M ARE Sa T OR YLILCING, THE 501: SHALL BE JNDERCUT TO SUCH 14 DEPTH THAT WfE`=N REPAIRED Willi p STCkr'E IT MLL PRODIICF A UNIFORM AhD STARIF F01MATIN NOON, T1-'E ENTIRE LFNCTH OF' TH= PIPE. HAIUNCHINNG AND INITIAL_ RACKFILL SIIA! L BE COMPACTED IN 8" MAXI�!UN LIFTS TO NOT LESS THAN 90% STANDARD FROCTOR DENSITY FOR TNC EN R,- DEPTI; OF W. VATERIAL PLACED. THE BACK iLL SHALL BE 6RtJCFT UP EVENILY ON BOT4 SUES OF THE PIPE FOR THE FULL I I.CNGIH OF THr f1 E. like uLiING SHALL EXTEND TO TIC SPRNG'. hf_ (f Tff PI ?r. MINIMUM TREN%f>4 W011i SgAiL BE Ifif O.)TSZI DIAWETFR 0-- THE P1PF PI.LIS 18 %, 2. FINAL. RACRI11.L FOR ALL RCP 14STALLATIONS W-1ERF "I." IS 5' OR LESS SHALL. IB.= F3- PCRRCW FOR STRUC, RE BAOKFIL_1_. I twCETING THE MATUd;AL REOUIft£ULhTS OF TI1E Ih'DCT SING SHALL K' COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD FROCT31i DENSITY FOR THE ENTIRE DF -PT14 OF THE MATERIAL PLACED. TNF BACKFILL. FOR THE TOP 6" 0" T,iE ExCAVA 110.1 8CLOW THE- START tX THE A"(EGATE SUBBASE OF THE PAVEMENT S►ikl. BC P53 STONE VEFT1,NG 7-L F MATRiAL REOI)iKUrN Is OF THE INDCT AND SHALL BF CNPACTED TO NOT LESS THAN 95% STANDARD PROCTOR D= NSITY. nNAL BACKFILL r0l: ALL RCP INSTALLATIONS HICRE "L' IS CREA I R T13AN 5' 91ALL DC CLEAN FILL LIAYLRIAI FKrE OF NOOKS LARGER DIAN 6' IN UTAMAKR, FR021N LUMPS 0� SOIL, WOOD OR 01HER CY]RANE&JS MATERIAL, C OUPAC'ED 1% 12" MAXIMUM LIFTS TO NOT LESS THAN 9C-% STANDARD PROCTOR rSNSITY FOR T1-..'F FNTIRF DtiLP TI I OF THE LXCAVAT +C N. THE FINAL AL 6 IytI'ES Of THE EXCAVATION Siikl C01,6:ST Of TOPSOIL 3. 1HL 1A141MUV COVLR I ROM 11iL 1Gf' 01 IIIL INSIALLLU PAKMINT TO 11C TOP) Of 11IL IN1SlA'_LED PIP', SHALL Eat THL PAVFMFIAT %_'C11104 THICKNESS (All. I9I1UUINW5 AND AGGKGAIf MATERIAL ASOA 1Nk SUEGHADE) Fl US i' -O", HU7 UNDL.R NU CIRCUMSTANCLS SHALL TILL COV R ALONG AhY PA14T OF THE PIPE F'RC1J TILL FINAL PAVtit ,'__.N 1 ELEVATION TO THE TOP C; THE PIPE BE LESS THAN 2.5 FEET. 4, IF rXIS11NG SUBGRADF HAS 8FFN LIU STA9117F0, BACKFILL W,-+ 8-- BOSROW UP 10 R011(V C+ UNI-RfAWD FXIS11hG S'JBGRAVE ANJ FILE. TO TOP OF THEATEC 5tJOCRADE WITH LIME STAE3ALIZLO SCZ 5. THESE STANDARDS SHALL APPLY FOR STORM SEK:RS INSTALLED WTHIN CITY EXISTING AND PROPOSED R /n' REGARDLESS � t Of JJRIS01C110N O�t.R 510W P,PE:S. 6. ALL. STORM PIFE VIJAIN EXISTING OR PROPOSED CITY R f W SHALL FE RONFC?RCEG COEMETE f' FF REGARDLESS OF JuRiSD1C IIGN CVE"H STORM, PIPES. I C1 17- yf OF CANAliFt 57ANDARDS S. TANDARD I I <<1' L��C11 u 1i�iL i- } �;I I i ()I Sj I vVt I� 500 -7 R- 3035 -A Split Roll Type: Inlet Frame, Grate, Curb Box Heavy Duty Suitabie for 24" curb and gutter, split frame facilitates: forming and eliminates boxing out. When paving roadway, simply, pace small section of f carne against the form on the pavement side at catch basin Location. After forms are removed, attach large frame section and curb' box using bolts provided," and Pour curb and.gutter section. If curb and gutter are installed first, reverse the procedure. �--- Ear ----- --- J• CuRVEP BARS I R. 11' .opa's. , IL A =36• Din I L _ �6• ors R-3501 -R Inlet for Roll Mype Curb Heavy Duty :Available with 441ange frame, .order as R- 3501 -RA. - - -g' 2 - 7�1 r: _ ;�r _ \,n 6 b -- h--24 • 2-7, ;. 2 0 �c00 V-4 v °� E-+ �o o do U . W 19T NT kn 00 00 4 �t_4O M M 00 x W 1 Fill W s F a U o w -4 A con z T1 W a cl r ^', V1 14 o ^>04 WW a W O C/1 00 A z T1 W W H W ICA rTl o ^ W U fvl z o o z � H W 14 O ~ h--1 U DO ° 00 o rq w Li LL o z rj ° w Li r� o 0 E- 1 Q \ � \ Q w fU Z colZ Q Z UQ x 00 O o� ? W W w E- Q, Q F- Q Q U Q mum _j JJ__j ::�E Q ME J J J J mwm0000 r� 00 00 00 00 000000 0000000 W 00000coo -;;t- E­ r)NNNCD C) QI r I) r) r') QD r I Qo Li w Ej z L LLJ 0 Q) z N O c� z CD w w z CD cn w w LLJ Z L= z � C<15 J Q Li-1 p C� � U z > z w �zo� w w o w Ell LL ry� Qa >Q� z %i U C) of w Of w Ocn�Owow ��� Q < Mi UUCnUUUU wwwwwww c 0000000 W W W W W W W W 2J Lj W W CJJ W 111( {11 ````�', NNNN`` �. S HJE� N �Cj .• .............• o �:.•'�G�S TER •., • No . r - E - F NAL i •• 7��I1t1I1 i { {111��� k==4 k==4 JAMES E. SHIELDS, JR. P.E. 10201333 cr) m CC Ax 0 E-� SHEET N0. PROJECT N0. W07 -0134 U i 0 0 U W. O' Z V) 0 O U E r U N 0 0 N O � N � O ;n o �o N CP U U w M L Li o°Qo ��oa- 9 I 8 I 7 I 6 10 c '0 PO -k rw • ��� J :_: FMS _.•_ -'}' Oil`, -° .,`� ... .... �F �. N q 5 4 3 w C: m So�p2 5g � 21.24 �Ty U fSMT �� V 5.0 E 4.o HORIZONTAL SCALE` R S „=50 ' T C 1 3.0 I A L 5 2.0 o N o C 1 r .0 A L 0.0 850 0 = RIGHT -OF -WAY LINE 10 -11 = STORM SEWER LINE 0 +80 = SWALE 900 = SANITARY SEWER LINE © = SANITARY SEWER MANHOLE following bench mark in May, 2002: � 903 = EXIST. CONTOURS 0 o o � = STORM INLET �� o PROPOSED GRADE � � = INVERT �C) C) SSP = POLYVI NYLCH LORI DE SANITARY SEWER PIPE 0-) N 0� STR. +� D. &U.E. IAN S.S.E. + � 00 GRANOLA B.S.L. W'_ °O �� = VARIABLE WIDTH N ii n = PROPOSED � GRANULAR N 845 Z N �i ii BACKFIL = SUBSURFACE DRAIN AND SUMP LINE � ii i� �� � Cm Q �, BACKFILL Z � 0 STM STR #700 = PROP. STORM STURCTURE NO. ��� �� BACKFILL _I � = PROPOSED FIRE HYDRANT ��� = PROPOSED WATER LINE VALVE X� w cn WOO M.F.P.G. -- OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR 840 ACCESS, ETC.) _- FUTURE 12" RCP I 24 "RP INV -8 6.30 EXISTING GRADE E V= 837.65 835 I — , 25� of _ 5 @ 0.45 g SDR 3 co � �; I rnrn 113' of 8" SDR -35 000 ro U-) r__ cc Ex. 10" rn a� 111' of SDR -35 �� p p.45%�(, SEWER 192' of 8" SDR 35 @ 0.45 � � p .45% �� °° °° °° j EX. INV= � 831.97 00 " E830 Lo — — -11 11 11 -�� MAW a� a� a� Cn 3: z cn w > � z 825 w 820 815 810 805 0+00 0+50 1+00 1 2 +00 2 +50 3+00 3+50 4+00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 _0+50 9 8 7 6 10 5 • i�• 835 w 815 2 1 NOTES: 1. THE TOP OF CASTING OF ALL SANITARY SEWER MANHOLES SHALL EXTEND A MIN. OF 3" ABOVE GRADE IN NON –PAVED AREAS 2. THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE FOOT ABOVE THE LOWEST TOP OF CASTING ELEVATION OF THE FIRST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 3. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT –OF –WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 4. CONTRACTOR TO INSTALL #12 TRACER WIRE WITH ALL SANITARY MAINS AND SERVICE CONECTIONS. WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Haunching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backflll meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT –OF –WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of Jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the Installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. LEGEND NEAREST DOWNSTREAM MANHOLE = RIGHT -OF -WAY LINE 10 -11 = STORM SEWER LINE 0 +80 = SWALE 900 = SANITARY SEWER LINE © = SANITARY SEWER MANHOLE following bench mark in May, 2002: = FLOW DIRECTION 903 = EXIST. CONTOURS 0 = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE SSP = POLYVI NYLCH LORI DE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT S.S.E. = SANITARY SEINER EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — = SUBSURFACE DRAIN AND SUMP LINE = WATER LINE Cm = CONCRETE END SECTION = FLOOD ROUTE = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE '0 = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) Cn w <o _j L� z= Z Q (0 � Y- L :2 Cn w _elf CD Cn zz Z � 00 Q Cn LATERAL T,O CATION TABLE BUILDING NUMBER NEAREST DOWNSTREAM MANHOLE PROPOSED STATIONING 10 -11 900 0 +80 12 -14 900 1+47 Note: The above Bench Mark was established from the following bench mark in May, 2002: 33 -34 903 0 +66 30 -32 903 1+35 24 -26 903 1+55 27 -29 903 2 +56 TEMPORARY BENCHMARK PERMANENT BENCHMARK Top NNW hex nut on fire hydrant in the northeast quadrant of Guilford Road and Emerson Road (hydrant is located 1175' North of North property line and 30' East of the centerline of Guilford Road. ELEVATION — 836.77 (NGVD 1929) Note: The above Bench Mark was established from the following bench mark in May, 2002: U.S.C. & G.S. Standard Bronze Disk stamped "X 42 1934" set in top of SW corner of concrete foundation of semaphore tower 8 -167.8 located 195' north of the intersection of S.R. 234 and the Monon RR and 11' east of the east rail. ELEVATION – 829.23 (NGVD 1929) TEMPORARY BENCHMARK Mag nail set in North side of utility pole #300 -183 approx. 30 East of physical centerline Guilford Rd. & 260' South of North property line of site. ELEVATION — 842.66 (NGVD 1929) 4 1 3 1 2 o x%000 E-4 V-4 14T 1O 'd U U \6 U W IT IT tn 00 00 IT �� oo U MM00 11:4 X ^ � W w a U O WrA E-4 Q A A Z 71 VJ M lam! rn 04 r 1 WO � W .W o r� 00 A w� .Z 1�4 1-4 W O� w U� - w � Z O a T1� Z O� - W Z - o ~ tn � C) U o NO A 00 �- '1- a o z w Z w w N CD Ld z �o z w � w 11-D o r w °3: w w U Q� a Qo Q Q Q m U m J _1._j J m m000� I� 00 00 00 00 00 00 00 O O O O O CD C) W 000aocoo"q- Qr7 CV N N 0 -0 I I I I I I I �- r7 NO r7 cfl 1- 00 a_ W �:__ W z Uj Ln Of Uj Z CD N O w z w c� L ,i w z LLJ W => v� w w v Lj W QoWQ� °z US U Q V ww '-' �� __j Q oLnMoWo� UUUlU0UU U) 0-_ cy- 0_- == Z wwwwwww O MMM0- M0- M °000000 wwwwwww V) V) V) (n Ln V) V) w �'j w E>j i w i?i i �. SH1,Q o ease essee •.• G \ST �•ee as No WE I • � _ ����11111IItill 0\0 JAMES E. SHIELDS, JR. P.E. 10201333 0 0 d W� �4 w o �. 0� 00 C%2 V-1 � a o w � a U 01 o 0 a SHEET N0. PROJECT N0. W07 -0134 r-- O d� U v V) c O U O O O O N / N =0 It C) U f- Qp U y- O Q U) D a 11J F-- Q 0 w a z V) ­t 0 0 I 0 U a� E o � U p� N C co U N 0 _ � o 0 �a N � N =O U wm �r►-w o° Qo J 0 EL ffel X SANITARY SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all sanitary sewers, manholes, cleanouts, and related items, including excavating and backfilling necessary to complete the work shown on the drawings, starting five feet outside the building walls. The ends of sewers shall be tightly plugged or capped at the terminal points, adjacent to buildings, pending the connecting of all such lines to the building drain as specified in the plumbing specifications and architectural drawings. 2. MATERIALS A. Sanitary Sewers 1. All gravity plastic sewer pipe and fittings shall conform to ASTM D3034, SDR -35, unless otherwise noted. The minimum cell classification for P.V.C. and Truss pipe shall be 12454 —B or 12454 —C. 2. ABS sewer pipe and fittings shall conform to ASTM D2680 or latest revision. If using truss pipe, joints shall be gasket type. 3. The flow channels for the sanitary sewer manholes shall be u— shaped with the benchwalls extending to the crown of the incoming and outgoing pipes. 4. Joints for P.V.C. and P.V.C. Truss pipe shall be compression type flexible gasketed joints. B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest revision. 2. Castings shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well — cleaned by shotblasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. 3. All castings shall be manufactured in accordance with ASTM A -48 -83 Class 35B having a minimum tensile strength of 35,000 PSI, and be true to pattern; component parts shall fit together in a satisfactory manner. Round frames and covers shall be of non — rocking design or shall have machined horizontal bearing surfaces to prevent rocking and rattling under traffic. All castings shall be fully interchangeable. 4. All weights shall not deviate from the tolerances permitted by ASTM A48 -83 "Standard Specifications for Gray Iron Castings". 5. Joints — manhole sections shall be jointed with sealed "0" rings. The "0" rings shall meet ASTM C -443, latest revision. Pipe to manhole connections shall be resilient connectors in accordance with ASTM C -923. 3. APPLICATION A. Permits and Codes: The intent of this section of the specifications is that the contractors bid on the work covered herein shall be based upon the drawings and specifications, but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards: the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements : Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer Installation. Repair to the satisfaction of the owner any damage existing active improvements. D. Workmanship: To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching: Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficiently ahead of pipe — laying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workers and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. U F. Special Supports: Whenever, in the opinion of the Engineer, the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct and the contract will be adjusted. G. Backfilling: For a depth of at least 12 inches above the crown of the pipe in accordance to ASTM D- 2331 -98, backfill with granular material free from large stones, rock fragments, roots or sod. Compact this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under walks, parking areas, driveways and streets shall be granular material only — thoroughly compacted by approved methods. Trenches parallel to and within 5 feet of paved roadways shall be constructed the same. H. Manhole Inverts: Construct manhole flow channels of concrete sewer pipe or brick smoothly finished and of semi — circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Plastic Sewer Pipe Installation: Plastic sewer pipe shall be installed in accordance with ASTM D2321 per latest revision. J. Storm Water Connections: No roof drains, footing drains and or surface water drains may be connected to the sanitary sewer systems, including temporary connections during construction. K. Waterline Crossing: Where water lines and sanitary sewers cross and water lines cannot be placed above the sewer with minimum of 18 inches vertical clearance, the sewer must be constructed of water works grade ductile iron pipe with mechanical joints within 10 feet of the water line. L. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 10 1 9 M 7 M. Service Laterals: Individual lot service lines shall be 6" in diameter and of material equal to that specified in 2A of this section. Service lines shall be connected to the main sewer by a wye at locations generally shown within these plans. Service lines shall be extended and capped at a point 5 feet beyond the right —of —way or one pipe length for those services on the same side of the street as the main. Sewer service lines shall be marked on the curb with red paint and the end of the line with a wooden 2 x 4 above the ground, painted green. N. New Sanitary Sewer Main Construction: Contractor shall record dimensions of each service line stub from nearest downstream manhole measured along the sanitary sewer main. The locations of manholes and service lines along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to the sewer utility and the engineer as soon after completion of construction as possible. 4. TESTING A. Flushing Sewers: Flush all sanitary sewers except building sewers with water to obtain free flow through each line. Remove all silt and trash from appurtenances just prior to acceptance of work. B. Deflection: All sanitary sewer lines upon completion will be required to pass a deflection test, unless otherwise directed by the local sewer utility. The test shall be conducted after the final backfill has been in place at least 30 days to permit stabilization of the soil —pipe system. No pipe shall exceed a deflection of 5 percent. If deflection exceeds 5 percent, pipe shall be replaced or corrected. The rigid ball cylinder or mandrel used for the deflection test shall have a diameter not less than 95 percent of the base Inside diameter or average Inside diameter of the pipe depending on which is specified in the ASTM Specification, including the appendix, to which the pipe is manufactured. The pipe shall be measured in compliance with ASTM D2122 or latest revision, "Standard Test Method of Determining Dimensions of Thermoplastic Pipe and Fittings ". The test shall be performed without mechanical pull devices. C. Replace Defective Lines: All lines or sections of lines that are found to be laid improperly with respect to line or grade, that are found to contain broken or leaking sections of pipe, or are obstructed in such a manner that they cannot be satisfactorily corrected otherwise, shall be removed and replaced at the Contractor's expense. D. I & I Limits: The Contractor shall lay sewer lines, including house connections so that the access of ground water or loss of water from the sewer system or other gravity flow piping which does not normally flow full will be limited to 100 gallons per inch diameter per mile per day. This limitation is inclusive of manholes, sewers, house connections, and appurtenances. This requirement may be applied to a portion of the contract work, such as the sewers in a separate drainage area or to a single section of the line between two manholes. E. Low Pressure Air Test: All sanitary sewer lines upon completion will be required to pass a low pressure air test, unless otherwise directed by the local sewer utility. To test for leaks, the Engineer will require that all completed piping as specified herein after backfilling be tested by low— pressure air test in accordance with ASTM F1417 -92 or latest revision, "Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low- Pressure Air ". Low pressure air test will be restricted to sewer up through 24 —inch diameter. Sewer larger than 24 inch diameter shall receive an exfiltration test if above ground water, or an infiltration test if below ground water. Should the low pressure air test results be inconclusive, or at the request of the Engineer, an exfiltration or infiltration test will be required on the low pressure air tested segments. Labor, equipment and supplies required for all tests shall be furnished by the Contractor. F. Exfiltration Test: In order to test for infiltration the Engineer may also require exfiltration tests on each section of pipe between manholes after it has been laid but prior to back filling of joints. Exfiltration tests shall be conducted by plugging the lower end of the section of sewer to be tested and filling the sewer with water to a point approximately five feet above the Invert at the lower end and at least one foot above the pipe at the upper end, observing for leakage at all joints and measuring the amount of leakage for a given interval of time. Exfiltration shall not exceed 110 percent times the infiltration limits set out hereinbefore. All observed leaks shall be corrected even though exfiltration is within the allowable limits. G. Manhole Testing: All sanitary sewer manholes upon completion will be required to pass a vacuum test to ensure watertightness and manhole integrity, unless otherwise directed by the local sewer utility. All manholes shall be air tested in accordance with ASTM C1244 -93 or latest revision, "Standard Test Method For Concrete Sewer Manholes By Negative Air Pressure (Vacuum) Test ". H. All test shall be witnessed by an Inspector authorized by the local sewer utility. 0 7 6 1 5 1 4 CITY OF CARMEL UTILITY PIPE INSTALLATION All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable Federal, State, and local codes and regulations. Furthermore: 1) Any damage done to the City of Carmel Utility's system by the Contractor /Developer of his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Utility by the Contractor /Developer at his own expense. 2) Should the Contractor /Developer propose to depart from the specifications contained herein, he shall submit samples and /or specifications of such alternatives to the City of Carmel Utility before proceeding. 3) No work shall be performed under conditions which in the opinion of the City of Carmel Utilities would adversely affect the quality of the finished job. 4) The Contractor /Developer shall conduct his work so as not to interfere with the present operation of the existing City of Carmel Utility's water /sanitary sewer system. If any work interference is encountered between the City of Carmel Utility and the Contractor /Developer, the City of Carmel Utility will receive priority in scheduling. CITY OF CARMEL WATER UTILITY Developer Installed Water Mains 1) Contractors shall call City of Carmel Utility for an on —site pre— construction meeting before work begins. Contractor must have approved plans on —site and all materials to be used must be approved by a City of Carmel Utility inspector. 2) Contractor will allow inspection by City of Carmel Utility inspectors during the construction of the water main extension and will honor the City of Carmel Utility's request for field changes in main extensions related to location, workmanship and materials as they relate to City of Carmel Utility standards and specifications. 3) The Contractor will have water main extensions pressure tested per City of Carmel Utility specifications and witnessed by City of Carmel Utility's inspector. 4) The Contractor will conduct the disinfection of water main extension, with direct supervision by a City of Carmel Utility Operator. 5) Only after the water main extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of AS —BUILT plans have been turned in to the City of Carmel Utility, will the water be turned on by the City of Carmel Utility. CITY OF CARMEL UTILITY STANDARDS NOTES: 1) Absolutely no Kennedy Fire Hydrants or Valves are allowed. 2) Only Tyler Valve Boxes are allowed. 3) Ductile Iron Pipe in lengths of 20 feet is the only length allowed. 3 2 MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R-1 642–A R- 1916 –F1 EAST JORDAN 1045 Z2 1045WT CASTING SHALL BE EITHER SELF – SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). FINISH GRADE—, , N Q �- im INFISHIELD "UNIBAND" BUTYL RUBBER N COAT EXTERIOR W/ COAL TAR EPDXY >i 30 ° Mir PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON– SHRINK GROUT PER SPECS SET BARREL JOINTS ON DOUBLE ROW OF KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN Sc PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. MANHOLE –TO –PIPE CONNECTION BOOTS SHALL BE A –LOCK, DURA SEAL, OR APPROVED EQUAL -6" MIN. COMPACTED #8 STONE SANITARY MANHOLE —TYPE "A" NOT TO SCALE _�n°mw SECTION A —A COVER AND SEAL- END OF LATERAL PROPERTY OR - EASEMENT LINE #12 TRACER WI REQUIRED OVER A SANITARY MAINS D SERVICE A CONNECTIONS 6 "Y LATERAL MAIN SEWER LINE NOTES: 1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER. 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4" PER FOOT. 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8 It PER FOOT. 4. ALL FITTINGS SHALL BE SDR 26. 5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. LATERAL DETAIL (NOT TO SCALE) O V-.4 \0 00 NO kn 0 41T %00NO U MT qqT kn 0000 MT MM00 aJ X � w w a U O W� E-4 A z Z a vs � Q ?� W a 000 � N A k=4 w� .Z W a N � O W Z �.� o >~ Z T O� 5 0. W V J O DO w ° o z `� •z �� W W O �p �Cn C �w w Q N I w\ �o zM �Q zQ U� 00 a rte° Q Q v Q � m�m0000 00 00 00 00 00 00 00 0000000 W o0000coo� E­ r7NNNC) CD W w ° ail W LLJ ZLLJ N 0 z � w 2_1 ,1, CD C/') W Z UJ F— U Z wDU wof z� 0 w wv wazw P= U) U1 U��Ucnww LL_ o= L" Q oLna_ o w w o U U(n U UUU U of of af 0:: af a:: z wwwwwww O 0- 0- 0- MCL C2-a °000000 wwwwwww Lf)Lo Ln V) Cn Ln� w w iii w >?i iii w w Of or_ �M: ICY- 0:: 0::� •.�G\ST ER•., No "PEI _ ����!lrrrlll1111111� JAMES E. SHIELDS, JR. P.E. 10201333 W FINISH GRADE OR PAVEMENT U CASTING FRAME & COVER AS PRECAST CONC. SPECIFIED ADJUSTER RINGS, ASPHALTIC MASTIC OR BUTYL IF NEEDED (12 RUBBER SEAL BETWEEN 14 MAX.) 24" JOINTS. STANDARD PRECAST O MANHOLE CAP OR E� ECCENTRIC CONE. 48" FULL HEIGHT MANHOLE STEPS r , AS REQUIRED. `J 16" (TYP.) �--f 5" F�1 CONCRETE REDUCER CAP CONTRACTOR SHALL r 1 SAW CUT AND REMOVE �J -I " .. =III= TOP PORTION OF RCP [� PIPE SIZE 8 -15 8 &OVE III- PIPE. NOTE: ^ o BEDDING BELOW O.D./4 O.D./4 PIPE BARREL MIN . =6" MAX. =B" III- - MANHOLE CONFORMS T T C-478 ^ � I_ 0 ASTM 0 - I = NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE MIN WIDTH= 48" 0 -RING GASKETED JOINT BETWEEN ALL 1.25(0.D. )+12" 6" RISER AND CONE SECTIONS PER ASTM C443, PLUS 1/2" EXTRUDABLE GASKET I ---! SEE CITY OF CARMEL 4 (KENT SEAL OR EQUAL). W 8" SDR -35 Z STANDARD BACKFlLL - a a � NOTES INV- 832.17 . ° . a . _ 1 /2" PER FOOT =11 I =11 SLOPE Q III O.D. 111= EX. 10 PRECAST SANITARY c4 ASPHALTIC MASTIC 4 MH. =I I — #12 TRACER WIRE � -III v v vvvvv III= REQUIRED OVER ALL a c SANITARY MAINS AND d I NV RT E EVATION �..� .w v v v _ _ I I =I I v v v vvv °vvv v I =� SERVICE a: � .. .. - Q � � CONNECTIONS 831.97 SEE CITY OF CARMEL I v v v III- ( ) A -I I v v I- ST NDARD BACKFILL GRANULAR LEVELING NOTES o v I 1 POURED CONCRETE AL REQUIRED FOR AROUND BASE OF OF MATERI � PRECAST BASE, 6" MIN. w v v MANHOLE � Q MOD 9 _ ''2 ° I FI ED SANITARY MA C\Z 6 -MIN vvv vvv NHOLE DOGHOUSE w (BELOW BARREL) vvvvv v v v v v V VVV 000000 6 "MIN CONNECTION TO EXISTING .� v vvvvvvvvv (BELOW BELL) 1 O SEWERS II 1 III -I I_ >_4 C.0 .III #8 CRUSHED STONE (NO SCALE) rT, BELL HOLE o EXCAVATED BEDDING SECTION DETAIL w PVC & HDPE PIPE (NO SCALE) q �, 0 a � Q SHEET NO. PROJECT NO. W07 0134 6 5 4 3 2 1 CU fy- w 0 r- O O LO U a� E 0 iCN Ni_ a M O Z COIJ n °�� O�. OQ� tn� aw ��- D - U wm Z O� \�L'j UO QO J 0 Q. M Q A I) 10 I 9 I 8 I -- 7 I 6 I 5 4 LOT 55 HOURMOZDI D. R.310, P.847 END OF BOARD FENCE & END OF CHAIN LINK FENCE ARE 0.7' WEST OF LINE AT THIS POINT OA RD FENCE LOT 56 KINNAMAN 112 7/'92 BOARD FENCE CORNER IS 0.4' WEST OF LINE LOT 57 C. L. FENCE CORNER IS 0.2' EAST OF LINE VOLT D.R.2842 P.130 CHAIN LINK FENCE END OF FENCE IS APPROX. ON LINE LOT 58 CHAFI N /BART INSTR. 2000 -35983 END OF SPLIT RAIL FENCE IS 0.7' EAST OF LINE SPLIT RAIL FENCE LOT 59 HELM INSTR. #99 -18741 END OF SPLIT RAIL FENCE IS 0.4' WEST OF LINE CHAIN LINK FENCE LOT 60 WILEY INSTR. #96 -38843 j unL7L 11 V1 1 11r1yLlt `'n'.ul' PHASE IV OF TIMBER CREEK PHASE VIII OF TIMBER CREEK HORIZONTAL PROPERTY REGIME HORIZONTAL PROPERTY TY REGIME HORIZONTAL PROPERTY REGIME � INSTR. X89 -13431 INSTR. 90- 28 715 # INSTR. #92 -1 7409 m 7 0 5 4 3 LEGEND El -SILT FENCE BOX Q - COCONUT MAT RIP -RAP W W W TEMPORARY SEEDING W W USE PLANTING CHART W - W PERMANENT SEEDING W • w USE PLANTING CHART EROSION CONTROL BLANKET USE STAPLE PATTERN N.A.G. S75 IN SWALE S150 ON LAKE SLOPES CONSTRUCTION ENTRANCE (12" OF #2 STONE ON FILTER FABRIC) - STRAW WATTLE CHECK DAM (SEE DETAIL) —SF— -SILT FENCE ••• - SWALE EARTH DAM TREE PROTECTION FENCE ®o - CONSTRUCTION LIMITS SCALE: 1 " = 30' _3 r 0 15 30 60 Z 1 1 AREA MAP '� PROJECT LOCATION . °. rr1 ........... o D O z Q s w - Li q o U o W q\ q \ q� U� O � NT U NT IT vii 00 00 4T V-4 V-4 0 U MM 00 xW 0 T z ir 41 �a a a 0 0 En zi ; a� N A I No z T 2 a � W k==4 o � a, z�� w °G V EIFo O °. pa LL_ O z " o w - Li q o U o W q\ q \ q� N 0 �w zC) w x U 00 ..- oR�: C) U) Q w w l a Q ° Q Q v Q m U m J J J I mnm00MC) EU 0000MMMMM 0000000 W o000o (0 CD F, N-) NNN O O q SOILS TYPE LEGEND n Br BROOKSTON SILTY CLAY LOAM NOT TO SCALE CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES w Mm h MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED _ LOCAT � S SHOALS SILT LOAM � w PROJECT ION � w r~ N z N O c� w Z w C' BROOKSTON SILTY CLAY LOAM— WM W z J Q � �5OC� W Of 1 . THIS SOIL IS DARK GREYISH BROWN, SILTY IN TEXTURE. IT IS DEEP AND VERY � W � w � W POORLY DRAINED WITH w � W � �oZ MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AN � a D HIGH ORGANIC MATTER to QQ�QV)wW CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. ��J THAT AFFECT THE URBAN D EVEL P THE MAIN SOIL FEATURES q o o ,�, o w 0 MENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST z ACTION, MODERATE SHRINK —SWELL POTENTIAL, MODERATE PERMEABILITY AND P N "U(n" 0 DED SURFACE WATER. � of � � ��,r Z wwwwwww o a- >z a- a- a- rz >Z 2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED ° °° ° °°° CREEK VILLAS, BEING A MULTI FAMILY CTED AS FOLLOWS. HERON � ��,�,�,�,�,�, ILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND w EEEEEEw HAMILTON COUNTY WILL HAVE TO ABiuE BY THE APPLICABLE ORDINANCE. SPECIAL ������ L CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL ��4i�llrlrf L L B E O F LARGE SLAB TYPE � � CONSTRUCTION, BASEMENTS SHOULD BE AVOIDED. IN CASES WHERE A HIGH W ��` SH '% WATER TABLE IS PRESENT ��.� �. •••• 1F� % Q SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE — •�` �S.••• '''•••� Q SUB BASE, THE BASE • &STE,Q •. MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL = - PUBLIC AND THEREFORE NO SEPTIC SANITARY SEWERS SHALL BE >Q,: � NO SYSTEMS SHALL BE ALLOWED. ; =1'EI CROSBY SILT LOAM, 0 -3 PERCENT SLOPES— = = = 1. THIS SOIL IS DARK GRAYISH ''•••. �A c1P,,••' .�`�� BROWN SILT LOAM ABOUT 8" THICK, SILTY IN TEXTURE AND ON LOCATED SLIGHT RISES ON BROAD ED ON �.�\`��• UNDULATING TILL PLAINS. IT IS DEEP AND SOMEWHAT POORLY DRAIN ' UN DRAINED WITH SLOW /���1111111 11111���� PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURE THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH W A WATER TABLE, MODERATE SHRINK SWELL POTENTIAL, JAMES E. SHIERS, JR. P.E. 10201333 HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. 2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. HERON CREEK VILLAS, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB —BASE, THE BASE MATERIAL WILL BE REPLACED OR � STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC a SYSTEMS SHALL BE ALLOWED. MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED 0 1. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE ~ E MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK —SWELL POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT W SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCAL > ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH W SUITABLE MATERIAL. N w � o 3 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. LAND DESCRIPTION Contact Person for Erosion Control &Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel:, IN 46082 TELEPHONE: 317-966-2023 FAX.- 317- 580 -9596 CONTACT PERSON: Tustin Moffett AB U-UKD LL UAL DES'CKIPTION (recited from Deed Record 225, page 332) Part of the east half of the southwest quarter of Section 25, Township 18 North, Range 3 East, bein g more particularly described as follows: Beginning at the southwest corner of said tract and running east 30 rods; thence north 534 5/6 feet; thence west 30 rods; thence south 534 5/6 feet to the place of beginning, containing 6.059 acres, more or less. 2 0 0 I--� tj M F-i d C9 � � 0 o w EU o w E---4 � o d SHEET N0. PROJECT N0. W07 -0134 0 Li n CD 0 O In U V) E C Q 0 r- U N Q) 00 n p t\ Z N �� o n0 �v 0Lj�a N 01 Q '--,N O Q = U M z w 0 °D�� Q p w �- _�oa_ 0 _(_ M 10 I 9 1 8 1 7 I 6 5 --a- = I I;: = M . ! m � : : 7 � : : : I � : . : . : � ; . . .: . .. � : � :; - : . I . j ! : : - ! ::! I-4/ z _ \1/ LOUIS F. KEEN MANOR SUBDIVISION \ . .1 .:: . I. _. . . I.:. .. �r. 6.. .: ,;:: .: ! .:,. __ 10" RCP I . . :.: . . : - 1111 �' �__ o 0 ��' IIW . ... -_ a '" 0 P.C. 1, SLIDE 749, INSTR. #96 -53473 /� ;- Q II SANITARY MANHOLE I! II .: Ls: I . : . .. I Y, I TANNEHILL � . �. LEw�s INST98- 69 PRICE T TR. #2000 -8549 L F T T FANG L LE EU VRE RUS �ti• ��O'CN ESM vPR�P$ o- REP, �, P FNSTR. 2000- 21:58a 11: :; ! i� ': : I QI 9 - T 00 -57057 INS R. 20 # 00 00 ° . 0 - - - .� INST1 - 000 -608 -\�oN EN .83� T.C.840.84 F.L. 830.69 II NEW � . Q, .v II 8 % __1111....... ...._ 100 �5 , 8 5I . IN V. W 832.3 I ;: :.... Li ::::...1111.. \1/ 84.1.5. . ! : : _ � `� � ....._ . .. o �L1 : I i I ili_ .. ; - - . ; : : I :: = zl I 00 I Q. .%. . 0 40' Detenti n Area, D: �^� & U. E. . d- EM�RG �- ��X 6 I &E ESM 1: �' �; I . . . :: ` : I OI : O I O I & - SOUTH EDGE OF .;1111: �$..: b LI M ITS 0 F C 0 N :. P { LLWAY .... 834 � R U CTI 0 , _ ; :: a3 \1/ q/ .. : t'_)1.11� . . . : ASPHALT DR1VE ASPHALT DRIVE .:1111 .�- _ ..1111 _:1111... ::::.1, _.. 1 332 : L n� E -- 225, P. 51.85 1. 1. � ' x . ° - : co . . .11 :. ,.: . 83 .5 5Z•�3 - 69.92837.0 - . 1111 _ 1 1.. 1111 1111 1111 s EX.839. N CURB 1111 1111.. 143.30' 83• 9-0- >� - •$� . . . . \/ F I . 1111. _1111..._.:. : ` .' �• 1111 1111. ........................... IBC AR E � _. 838.5 838.0 W W 1 1111.. �Y' ` �Y Y� �I `Y- -__ � Ii7 ' ° �- : : 't : .+ . : .04 ! % 94: qi 11 . : :: . . . ... " : .: - -81 s \1/ � o . 1111. 0 r7 r7 00 N o > * T L 1. ' : ONE SAY ONLY �• - ' 1111. :. °� \1, V/ �, , NOTE: C ROSS . RIPE L ­: 1: . :: . :; �F S1L'T EX.840.37 ' . - PT 3��2.09 \ �/ �/ ... �/ ,� - - .� 2 "..... > .. . :: :11 ,. ; . 840.10 1.00 � � 8 \ 41.2 � 9 � � � � � � 00 + :: `�! .� ; \4/ . II . . . . :1111 . . -. .......... .: . 1111 _. . .._ .. 1111 . _1111 1111 � 1111 1111.. \ 11.11. 1111 1111 8 1111.. 1111 NTI \bRY D DN4/BA 1 . . m! . . . \4/ :1 / /" /- - - 100? VILT-RAT[V- . . . : . . / TRENCH � 0.30 X� ' . I I .. .. .:: 12 CP I : . :.: . . . .. 2 R LL - .. : . CURB - - J, 841.49 ... �, ....... _.. � � \ � q � � � � . . W 1111.. 1111 1111 . m . � O M 1111 1111. 1111 11 _ J 2YR 839 13 . q,�°' - \1/ L " I \1/ a . �II � I� I � i 1�',I I�• .�. . � y � � � � I I I � 11 . ; I. \ I-4/ z _ \1/ : 11 Q I ..�.. I . I 1111 �' �__ o 0 ��' IIW . ... -_ a '" 0 . . ., ;- Q II M I o . °° I. ::v II: \ \ n � � � =�� � � � +84.2 � . �. ,,i`i II �^ ,� f 11: :; ! i� ': L0 r �. .� 6 00 00 ° . 0 - - - .� .� . ,�, .' w. / � �. T�6= $42,x,1. . '­. ..: II NEW � .. .v II ' `l'. . . ..... :..... � � .� \v -,;> - N �'' 1111: II II / \1/ 84.1.5. . ! : : �­ - ­r 1. II .­! � o �L1 : :: : .. ; , I I '' 00 I Q. .%. . V. 6 I &E ESM .o. . �'.,�. �' (( 24 II A% N W H I T �..: . w .. ... I & - \1/ L " I \1/ a . �II � I� I � i 1�',I I�• .�. . � y � � � � I I I � 11,11:.. t \ I-4/ �,.� -A -- + -�..+ 1111.. •, . •,, • lQ4 _ \1/ I 1111 Z . 1�= 839.60 : : : � . . I . . q � : '! - :; ... . :: .� ..... ;.:.. .: �__ . Ift::.. ... -_ a '" 0 I n �L a OX II BOARD FENCE CORNER IS 0.4' \1/ \ \ n � � � =�� � � � +84.2 � ,,i`i �� � N . .v .v -_­­­%�;� ". - - .. ... : : f � \ � .� w_s _ o _ o _o _o. I . ., .� •� .� .� . ,�, .' w. / � �. T�6= $42,x,1. . '­. ..: ; NEW � 84 :__ I o 1,4/.;. .v w .v � ........1111.. 1111.. ..... :..... � � .� \v -,;> - N 1111: :. CO \1/ . ! : : �­ - ­r 1. II .­! : s I : % .. �L1 : :: : .. ; , - '' 00 I Z II �1 6 I &E ESM U W " : : * X84.1.5. � \4/ � .q< ' 14/ \V Nv \1/ q/ q/ - - - � : t'_)1.11� . . . . - : � co I .� �. .� C �Pl C R �T �. � ' x - __'� > - . . �� 4 •.1.• \/ F Q : � � I : : 't : .+ . : .04 ! % 94: . ­4_ 11 s \1/ � o < I�' T �• SANITARY MANHOLE �y NV �o .. \ '.� ........ v . . . . : < < . Ir �:.. .:; NV \4/ .! ,:. NV NV \V L� 00 + .. ), ; \4/ .. ..... ... . t'", I \1/ .... .1. -4/ \4/ \4/ . . . . . \1/ . . < . . m! . . . \4/ :1 / /" /- - - 100? VILT-RAT[V- . . . : . . / TRENCH � 0.30 X� ' - : ! i _* \ LLJ - . .... � ... ...", ­ ... ­... ... I ,� : // �/ �.. of �, I. �, ; � � .� � . � .. : ... .' .. ... _ ... . - . . : : . : ... , ..I/ . . . . < : t I • )> . . . . . \1/ . \4/ \1/ \4/ \4/ : ' \1/ I \1 1 \4/ sao %4/ ,: 14/ "%"11/ .!�� j ..:;: ; / . ' 842.40 � 840. . o� I I 2 � � . _ _ �,. :�; � �,. . y . � i FIRE TRUCK w N I � aai . .. �s.�.r . ' . �1, . �Y � 842.20 TUR�JA OUND�N ` 'll� . . co co _" ! •1� � 00 t L0 I � �L �L �L �L �L J, I . 842.52 � 842.83 ;1 % . ­ . \1/ L " I \1/ a . �II � I� I � i 1�',I I�• .�. . � y � � � � I I I � M U pr!] 11,11:.. t r� I-4/ �,.� -A -- + -�..+ 1111.. •, . •,, • lQ4 9. \1/ I 1111 I : : : . . :': � I I ; :..:.! ... . . I . . q � : '! - :; ... . :: .� ..... ;.:.. .: �__ . Ift::.. ... -_ a '" 0 I n �L a OX II BOARD FENCE CORNER IS 0.4' \1/ � .:: : .. ,,i`i �� � : : f I�o= I � BLANKET o . �. . o w_s _ o _ o _o _o. I . ., END OF FENCE IS APPROX. ON LINE Noo ow ., : . '­. ..: ; NEW � !. �. LL i%_:'::.. K ........1111.. 1111.. ..... :..... � � .� \v � \v \v N 1111: :. CO \1/ . ! : : �­ - ­r 1. II .­! : s I : % .. : : :: : .. ; , - '' 00 I \' II �1 6 I &E ESM U W " : : I :`CP �': '! .. : . . r.: X84.1.5. � o £ .q< ' \1/ I ... I '4/ . .. ­ a CO / �' . :': : � ­- I .� �. .� C �Pl C R �T �. � ' I , 1 �� W - . . �� 4 •.1.• \/ F Q : � � � : : 't : .+ . : .04 ! % 94: . ­4_ 11 N am \1/ � o I�' �• SANITARY MANHOLE �y �o T. C. 841.01 � � % � 1•� °O I I ' ' •i• IN V. (E)831.9 , ; . 00 + .. ), ; M U pr!] r � Rl•;•�,�� 1111- I 11,11:.. t r� I-4/ �,.� -A -- + -�..+ 1111.. •, . •,, • lQ4 . \1/ I 1111 I �" \4, �� ►��� e ►�i,,o,.: • -- �►�r'�► 1111_ � �►� � - . 1111 Nv� . Ift::.. I n �L a OX .: BOARD FENCE CORNER IS 0.4' \1/ .:: .:: : .. ,,i`i �� � : : f I�o= I � BLANKET o . �. . o w_s _ o _ o _o _o. I . ., END OF FENCE IS APPROX. ON LINE Noo ow ., •• TREE PROTECTION FENCE 0 0 0 - 00 N(..) NEW � •• �17 �° ........1111.. 1111.. ..... :..... � � .� \v � \v \v N 1111: :. CO \1/ co L C ��O �N I 0 : \' I O 00 I \' \4/ \41 6 I &E ESM U W " : : I :`CP �': '! .. : . . r.: � - � o �.�� , � .. � � .� .� .� � Q � \1/ I ... I '4/ r � Rl•;•�,�� 1111- I 11,11:.. 6' 1& r� e, ,., I ' I , ' +• �,.� -A -- + -�..+ 1111.. •, . •,, • lQ4 . N �;I � M i 1111 .� �� , �� ►��� e ►�i,,o,.: • -- �►�r'�► 1111_ � �►� � - . 1111 '42.Q - -: �L �L �L �Y `�'^ I . Ift::.. I n �L a OX �V •i��•y 842.5 - BOARD FENCE CORNER IS 0.4' WEST OF LINE LOT 57 M ���00�'����"�i�'�;'n` �� " SWALE �� ,`�' A, ♦�������e�11��'% o I, BLANKET o . �. . o w_s _ o _ o _o _o. I . ., END OF FENCE IS APPROX. ON LINE : ow ., •• TREE PROTECTION FENCE 0 0 0 - 24' NEW � •• 2 .. 4./ . < 7' �_ < ... . $ - -1 I * � 4 . � e_ < - . . 'y , - 1V * . 4.. U . . . . . . . . . L) �.. �.. .C@MM 0 N \AREA . \ /. . . .� . . . U/ . I ` O .� :.p .� •� •� . 1. . o z . � . . . \4! . . I : 842.3 14/ \4/ L. . � . ,L• � .q, 1. M _....­­ - ..., . I..... 841...::...,. ....11:11.... I . . �� � � 6' 1& r� . I �.... 843.3 t . N �;I � M i I.: .� �� , �� �'I OARD FENCE '42.Q - -: �L �L �L �Y `�'^ I LOT 56 I n �L `�' $43.3 �L �L �V •i��•y 842.5 - BOARD FENCE CORNER IS 0.4' WEST OF LINE LOT 57 M A SILT FENCE " SWALE VOGT EARTH DAM W/ EROSION CONTROL I, BLANKET CHAIN LINK FENCE . END OF FENCE IS APPROX. ON LINE : ow OF SEED - TREE PROTECTION FENCE 0 0 0 - 24' NEW � °° � . .� � � v� �v I __ _. , I � � � .� \v � \v \v HALT II AS INSTR. 2000 -35983 CO L 843.5 C fa., 0 : O Q4 W \4/ 141, \1/ \1/ • \4/ \41 ,; p U W " : : I :`CP �': '! .. : . . r.: � - � o �.�� , � .. � � .� .� .� � Q � I .� m.� .� P R0 PROS E ... £ . : : . I :!: .. . :. 1. . N 11 . : I : .::, I :: .__ � . .. ­ a CO / �' � (D E---�n,, �./ ) � � P� RT �,0 =LEFT. ,� �, � � � \ I .� �. .� C �Pl C R �T �. � ' I , 1 - . . . . 14/ . . . •/ 6' 1& ESM . I •� W W - , W W � ' �� , . . OARD FENCE _ ; LOT 56 KINNAMAN �� 1/27/'92 - BOARD FENCE CORNER IS 0.4' WEST OF LINE LOT 57 STRAW WATTLE CHECK DAM (SEE DETAIL) C. L FENCE CORNER IS 0.2' SILT FENCE EAST OF LINE SWALE VOGT EARTH DAM W/ EROSION CONTROL D.R.284, P.130 BLANKET CHAIN LINK FENCE . END OF FENCE IS APPROX. ON LINE : ow OF SEED - TREE PROTECTION FENCE 0 0 0 - CONSTRUCTION LIMITS �-� v. I. 0 __ _. , LOT 58 0 CHAFIN /BAR T o Cf) INSTR. 2000 -35983 CO 843.5 C fa., 0 O Q4 W z 11 j Q4 Q� C) w &--i -<� U W " 1x O � o Q � � � •/ \/ I i : \/ � (D E---�n,, �./ ) � \ :� � ' ° A \/ F I == I � � � � - N am � o � C0100 00 + �, 0 I ,� �, I. �, �, .� � . • \1/ . \4/ \1/ \4/ o� I I `'' ` co co _" ! N \1/ ; : N -It ;1 % . ­ . A . .. _ W � N I 14 . �Y. � � 843.3 � � .� \/ - 0 0 �, . ' _ a 1 I .�.' .� 842.00 b42.40 � :: :2 WE 201 12 ►'I= 6 N VA I 1 .� 1'12e 1 111 :�� ._ /o= �&A M I 11 �MM ' c I►�ao h, IN aV ' ;, 1111 " �W' ► W1. #0 1 � i I PA v /NQ j 1111. . �M M IN I .k . 4 i s SILT FENCE BOX Q - LOT 55 - HOURMOZDI W W - D.R.310, P.847 W W END OF BOARD FENCE &END - OF CHAIN LINK FENCE ARE 0.7' WEST OF LINE AT THIS POINT - OARD FENCE Q� LOT 56 KINNAMAN 1/27/'92 - BOARD FENCE CORNER IS 0.4' WEST OF LINE LOT 57 STRAW WATTLE CHECK DAM (SEE DETAIL) C. L FENCE CORNER IS 0.2' SILT FENCE EAST OF LINE SWALE VOGT EARTH DAM W/ EROSION CONTROL D.R.284, P.130 BLANKET CHAIN LINK FENCE IF CONSTRUCTION OF INFILTRATION END OF FENCE IS APPROX. ON LINE OCCURS PRIOR TO STABALIZATION ow OF SEED - TREE PROTECTION FENCE 0 0 0 - CONSTRUCTION LIMITS �-� v. I. 0 n LOT 58 0 CHAFIN /BAR T z Cf) INSTR. 2000 -35983 CO �;J C fa., 0 O Q4 W z 11 j .: !' . .. : : � ..; ­. . .. . - . z TREE AN • `� WETLAND P R ES ERVATI 0 N AREA s43.22,� II 842.89 i 2 YR= 837.81 � � � � >- .; . °O 837.6 BOw I Q .� . II �, •V Q .V .V .� .V .V .V :V .V .V .V .V l 10 YR= 837.95 W W \6 1 11.11. -, I I .. . . _ _ 1 _1 _1 .1 .1, .Ir . n n . ire ��r �r END OF SPLIT RAIL FENCE IS 0.7' EAST OF LINE SPLIT RAIL FENCE LOT 59 HELM INSTR. #99 -18741 END OF SPLIT RAIL FENCE IS 0.4' WEST OF LINE CHAIN LINK FENCE LOT 60 WILEY INSTR. 96 -38843 a � 11 �i PHASE II OF TIMBER CREEK PHASE IV OF TIMBER CREEK PHASE VIII OF TIMBER CREEK 'I I �W HORIZONTAL PROPERTY REGIME HORIZONTAL PROPERTY REGIME HORIZONTAL PROPERTY REGIME INSTR. #89 -13431 INSTR. #90 -28715 INSTR. #92 -17409 �! i R L AFTER PHASE II EROSION C4 T O MAJOR EARTH OVING) ____ - - _____ 10 1 9 1 8 1 7 1 6 5 4 3 LEGEND El - SILT FENCE BOX Q - COCONUT MAT - RIP -RAP W W - TEMPORARY SEEDING W W USE PLANTING CHART - PERMANENT SEEDING USE PLANTING CHART - EROSION CONTROL BLANKET Q� USE STAPLE PATTERN N.A.G. S75 IN SWALE S150 ON LAKE SLOPES - CONSTRUCTION ENTRANCE (12" OF #2 STONE ON FILTER FABRIC) - STRAW WATTLE CHECK DAM (SEE DETAIL) -SF-- SILT FENCE ••• - SWALE e•. 1 1- • - EARTH DAM W/ EROSION CONTROL �� BLANKET 0 - IF CONSTRUCTION OF INFILTRATION OCCURS PRIOR TO STABALIZATION ow OF SEED - TREE PROTECTION FENCE 0 0 0 - CONSTRUCTION LIMITS SCALE: 1 " = 30' 0 15 30 60 BROOKSTON SILTY CLAY LOAM 2 1 1 nl LL,n lvinr PROJECT LOCATION SCALE: 1 " =500' 1. THIS SOIL IS DARK GREYISH BROWN, SILTY IN TEXTURE. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. 2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. HERON CREEK VILLAS, BEING A MULTI FAQ ,/11LY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION, BASEMENTS SHOULD BE AVOIDED. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. CROSBY SILT LOAM, 0 -3 PERCENT SLOPES- 1. THIS SOIL IS DARK GRAYISH BROWN SILT LOAM ABOUT 8" THICK, SILTY IN TEXTURE AND ON LOCATED ON SLIGHT RISES ON BROAD, UNDULATING TILL PLAINS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURE THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. 2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. HERON CREEK VILLAS, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED 1. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. LAND DESCRIPTION- RECO1?D LEGAL DESCRIPTION (recited from Deed Record 225, page 332) Part of the east half of the southwest quarter of Section 25, Township 18 North, Range 3 East, being more particularly described as follows: Beginning at the southwest corner of said tract and running east 30 rods; thence north 534 5/6 feet; thence west 30 rods; thence south 534 5/6 feet to the place of beginning, containing 6.059 acres, more or less. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES ftEQUfRED AFTER SOIL STRIPPISSG ASSD PAD SUILflti4SG HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 3 2 Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 3>7- 966 -2023 FAX: 3>7- 580 -9596 CONTACT PERSON: Justin Moffett -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. © .--4 NO 00 Lit UNO tn I N6 (yi 11O O 10 U 7 Iq 119T t H 00 00 'IT M"� ��O z ��O U M(In 00 aJ x W 44, � 4 W W a . 411� (24 0 U W rA H Q T1 z MC4 a 1. U) v1 g iiII-1 o L r>0 W W a� O t!1 00 I : Q W d' • Z I,,!:q ;>, � � W 0.4 of W U� ~ --1 > o P-4 � Z O41!� • W Z tn t >� ,O >~ t i ° U 0 . . �� . . 03 11;t Q �- 0 Z� W W S W M 0 CD d w QLd paw q w I W rn0QzQx � O� 0 C) U] W d w W EE_ T-- 1:1, Q'"I Q Q U Q m¢UmJ -1JJ '_ 0000000 o 0 0 00 c0 o W E, r7NNN O -O W Ej> 3:: w ° w W ° � N Z N O CD W z w O V) j W Z �_' Z � - ~ U Z w °U °_ w�ZOOf U) w c w W D w 0_ =w aE � V) E' i2r_ OR: °- c� r-I LA__ a- I _1 CY- J Q °n= °M °g ¢ °� -Q -Q U U (!) U U U U U) of af of of of cy- af Z wwwwwww O 0- a- a- a- a- a- a- 0M--1 wwLIJw www \ \\``` t, SH1F 5 •••........tj ••�Q �v ••• G \S T ••. �':S 4 �` . Q� . - , > • No • = = * �E1 S = l • • t 141, lop � • • _ • IAN ••. ///0 1111111111����� JAMES E. SHIELDS, JR. P.E. 10201333 �8�t6i PROJECT N0. W07 -0134 i C/) �� _<� �_4 Q.-I ��7 0 �� &--i �� W > d C3 16�_ '_� U W Z_;� -�4 Q� CD 0 CL) Q.., 0 Q) -*� *21 9- �� :�z '2 ow I-S C) �-� C'-.) (1�1 t-, d E_� -CF o *-- Q3 � � 0;_� CO _� C/) fa., 2 d Q� w � Q4 W El Lx:� .CQ Q4 Q� C) w &--i -<� U W " 1x O � o Q � � � � Cn Q w a_ . O (D E---�n,, �./ ) o t P, a � ° �8�t6i PROJECT N0. W07 -0134 i Lft IJ 3 0 w I M 0 0 I LO i E 0 0- O N (P N a) I C7 i M O O 0 Z N 075 _ jao 00 �t 0Uj 0 0 N 01 N =oa U) .. U iii m Z g 0 <0 og o0- 10 1 9 TIN.) VIVVLIVLIIV LI\ - - VIUM OR FULL WIDTH OF ENTRANCE /EXIT DRIVE, WHICHEVER IS GREATER. INSTALLATION: 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2. GRADE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. IF THE SLOPE OF THE CONSTRUCTION ENTRANCE IS TOWARD A PUBLIC ROAD AND EXCEEDS TWO PERCENT, CONSTRUCT AN EIGHT INCH HIGH DIVERSION RIDGE WITH A RATIO OF 3 -TO -1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6. TOP -DRESS THE FIRST 50 FEET ADJACENT TO THE PUBLIC ROADWAY WITH TWO TO THREE INCHES OF WASHED AGGREGATE (INDOT CA NO. 53) [OPTIONAL, USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TIRES]. 7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE INGRESS /EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE: INSPECT DAILY. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WITH CLEAN AGGREGATE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. FLUSHING SHOULD ONLY BE USED IF THE WATER CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. REFRENCED IN CHAPTER 7 PAGE 17 -20 IN INIANA STORM WATER QUALITY MANUAL. TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD LARGE SITES - TWO ACRES OR LARGER (NO SCALE) SILT FENCE MATERIAL ATTACH THE WOVEN TO BE FASTENED WIRE FENCE TO EACH SECURELY TO WOVEN POST WITH THREE WIRE WIRE FENCE WITH TIES OR OTHER THREE TIES SPACED AT 3" ON CENTER WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER 4 "x8" TRENCH- EXTEND WIRE FENCE A I ' -' - MIN. OF 8" INTO GROUND il _III GEOTEXTILE FABRIC LAID ON = I I DOWN -SLOPE SIDE AND BOTTOM OF TRENCH POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. INSTALLATION 1. DIG AN EIGHT -INCH DEEP, FOUR -INCH WIDE TRENCH AROUND THE PERIMETER OF THE INLET. 2. IF USING PRE - ASSEMBLED GEOTEXTILE FABRIC AND POSTS, DRIVE THE POSTS INTO THE SOIL, TIGHTLY STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITH THE GEOTEXTILE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) NOTE: IF ASSEMBLING THE GEOTEXTILE FABRIC AND POSTS ON -SITE, DRIVE THE POSTS INTO THE SOIL AND THEN SECURE THE GEOTEXTILE FABRIC TO THE POSTS BY PLACING A PIECE OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST (STRETCHING THE FABRIC BETWEEN POSTS AS IT IS FASTENED). 3. USE THE WRAP JOIN METHOD WHEN JOINING POSTS. 4. PLACE THE BOTTOM 12 INCHES OF GEOTEXTILE FABRIC INTO THE EIGHT -INCH DEEP TRENCH, LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND EXTENDING AWAY FROM THE INLET. 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. 6. BRACE THE POSTS BY NAILING BRACES INTO EACH CORNER POST OR UTILIZE RIGID PANELS TO SUPPORT FABRIC. NOTE: IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, EITHER: SET THE TOP OF THE GEOTEXTILE FABRIC FILTER AT LEAST SIX INCHES LOWER THAN THE GROUND ELEVATION ON THE DOWN -SLOPE SIDE OF THE STORM DRAIN INLET, BUILD A TEMPORARY DIKE, COMPACTED TO SIX INCHES HIGHER THAN THE FABRIC, ON THE DOWN -SLOPE SIDE OF THE STORM DRAIN INLET, AND /OR USE IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION. MAINTENANCE. INSPECT DAILY. INSPECT GEOTEXTILE FABRIC AND MAKE NEEDED REPAIRS IMMEDIATELY. _ REMOVE SEDIMENT FROM POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM EVENT. AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL. _ WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. REFERENCED IN CHAPTER 7 PAGE 153 -157 IN THE INDIANA STORM WATER QUALITY MANUAL. SILT FENCE INLET PROTECTION FOR NON PAVED AREAS (NO SCALE) 8 I 7 POST 2 "X2" WOOD OR 1.33 LBS /FOOT STEEL 6' MAX. SPACING WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER X a 6 1 5 MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE LOAD SLOPE MAX. DISTANCE ABOVE FENCE LESS THAN 2% 100 FT. 2 TO 5% 75 FT. 5 TO 10% 5 MIN. I SECURELY FASTEN 2'x2' OR. 21 :1X4 15 FT. 18 IN. 8 IN. 4 TO 6 FEET z 24 IN. OVERLAP 6 TO 8 FEET OVERLAPPING ENDS WOOD FRAME 12 IN. - - 14 TO 28 FEET 36 IN. 14 IN. 10 TO 12 FEET OF SILT FENCE DROP INLET WITH GRATE or 2 "x4 STAKE MATERIAL TO ADJACENT STAKES WITH THREE WIRE B TIES OR OTHER "' B FASTENERS WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER 4 "x8" TRENCH- EXTEND WIRE FENCE A I ' -' - MIN. OF 8" INTO GROUND il _III GEOTEXTILE FABRIC LAID ON = I I DOWN -SLOPE SIDE AND BOTTOM OF TRENCH POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. INSTALLATION 1. DIG AN EIGHT -INCH DEEP, FOUR -INCH WIDE TRENCH AROUND THE PERIMETER OF THE INLET. 2. IF USING PRE - ASSEMBLED GEOTEXTILE FABRIC AND POSTS, DRIVE THE POSTS INTO THE SOIL, TIGHTLY STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITH THE GEOTEXTILE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) NOTE: IF ASSEMBLING THE GEOTEXTILE FABRIC AND POSTS ON -SITE, DRIVE THE POSTS INTO THE SOIL AND THEN SECURE THE GEOTEXTILE FABRIC TO THE POSTS BY PLACING A PIECE OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST (STRETCHING THE FABRIC BETWEEN POSTS AS IT IS FASTENED). 3. USE THE WRAP JOIN METHOD WHEN JOINING POSTS. 4. PLACE THE BOTTOM 12 INCHES OF GEOTEXTILE FABRIC INTO THE EIGHT -INCH DEEP TRENCH, LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND EXTENDING AWAY FROM THE INLET. 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. 6. BRACE THE POSTS BY NAILING BRACES INTO EACH CORNER POST OR UTILIZE RIGID PANELS TO SUPPORT FABRIC. NOTE: IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, EITHER: SET THE TOP OF THE GEOTEXTILE FABRIC FILTER AT LEAST SIX INCHES LOWER THAN THE GROUND ELEVATION ON THE DOWN -SLOPE SIDE OF THE STORM DRAIN INLET, BUILD A TEMPORARY DIKE, COMPACTED TO SIX INCHES HIGHER THAN THE FABRIC, ON THE DOWN -SLOPE SIDE OF THE STORM DRAIN INLET, AND /OR USE IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION. MAINTENANCE. INSPECT DAILY. INSPECT GEOTEXTILE FABRIC AND MAKE NEEDED REPAIRS IMMEDIATELY. _ REMOVE SEDIMENT FROM POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM EVENT. AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL. _ WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. REFERENCED IN CHAPTER 7 PAGE 153 -157 IN THE INDIANA STORM WATER QUALITY MANUAL. SILT FENCE INLET PROTECTION FOR NON PAVED AREAS (NO SCALE) 8 I 7 POST 2 "X2" WOOD OR 1.33 LBS /FOOT STEEL 6' MAX. SPACING WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER X a 6 1 5 MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE LOAD SLOPE MAX. DISTANCE ABOVE FENCE LESS THAN 2% 100 FT. 2 TO 5% 75 FT. 5 TO 10% 50 FT. 10 TO 20% 25 FT. MORE THAN 20% 15 FT. POSTS: STEEL T OR U TYPE, OR 2 "X2" HARD WOOD POST FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. POST 2 "X2" WOOD OR 1.33 LBS /FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GAUGE (MIN) -6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO -� POSTS WITH 2" LATH 8 "X4" TRENCH TO ° 8 "X4" TRENCH TO ° BE BACKFILLED BE BACKFILLED AND COMPACTED AND COMPACTED FINISH GRADE FINISH GRADE FLOW FLOW i FIL -III °p I . j GEOTEXTILE FABRIC _� I I ao �:. -' I GEOTEXTILE FABRIC UNDISTURBED -1 1 1�4� III C LAID ON DOWN SLOPE UNDISTURBED _III �4.. III C LAID ON DOWN SLOPE GROUND z -1 1 1 I - SIDE AND BOTTOM OF GROUND � -1 1 1 II=- SIDE AND BOTTOM OF II I t TRENCH v co II i t TRENCH 00 I ICI I _ EMBEDDED SILT FENCE MATERIAL MIN. 8" I �I I_ EMBEDDED SILT FENCE MATERIAL MIN. 8" 1 INTO GROUND W/ 4" LAID ALONG 1 INTO GROUND W/ 4" LAID ALONG 11� BOTTOM OF TRENCH. SOIL SLICING INL�I BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 ACCORDANCE WITH ASTM D 6462 8.2.2 - IS ALSO ACCEPTABLE. IS IS ALSO ACCEPTABLE. WITHOUT WIRE SUPPORT WITH WIRE SUPPORT INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP- SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN -SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP -SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON -SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWINGS STEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. - REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215 -221 IN THE INDIANA STORM WATER QUALITY MANUAL SEDIMENTATION /SILT FENCE EROSION CONTROL SEEDING LIMITS EROSION CONTROL SEEDING LIMITS VARIABLE VARIABLE VARIABLE VARIABLE GRADE AS SHOWN ! - III 3:1 ON PLANS - III -III- I -1II III- SIOPe OP III -III I I - III- 1(- DRAINAGE SWALE SECTION (NO SCALE) SWALE SEED MIX LIMITS P 1 I -III IeR1PLA S�OPEI PER I I I- III -III_ III =1 I I =111- _ I I I i I I ' III- II�IIII- II1111-I VEGETATED SWALE SECTION (NO SCALE) NOTES: SWALE SEED MIX SHALL BE A BLEND OF NATIVE SEDGES, RUSHES AND FORBS, SEE LANDSCAPE PLAN FOR SPECIFICATIONS. SWALE SHALL BE GRADED AS SHOWN ON PLANS. DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES - VEGETATED SWALES - VEGETATED SWALES ARE SHALLOW, STORMWATER CONVEYANCE CHANNELS VEGETATED WITH THICK, TALL GRASSES, SEDGES AND FORBS. VEGETATED SWALES HAVE SHALLOW SLOPES THAT SLOW THE STORMWATER FLOW VELOCITY. THE VEGETATED SWALES PROVIDE TREATMENT BY FILTERING POLLUTANTS THROUGH THE VEGETATION AND INFILTRATION INTO THE SOIL. VEGETATED SWALES REMOVE SUSPENDED SOLIDS AND METALS FOUND IN URBAN STORMWATER. VEGETATED SWALES HAVE CHECK DAMS TO INCREASE THE TIME OF TRAVEL AND PROMOTE GREATER SETTLING OF POLLUTANTS AND INFILTRATION. 15' EASEMENT EMERGENCY SPILLWAY AT 100 YEAR STORM SEWER 100 YEAR 1 3 FLOW VEGETATED SWALE (REFER TO PLAN FOR LOCATION) PIPE 0.30i MIN INFILTRATION TRENCH (REFER TO PLAN FOR LOCATION) EXTENDED DRY DETENTION CROSS SECTION (NO SCALE) DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES - EXTENDED DRY DETENTION BASIN - EXTENDED DRY DETENTION BASINS ARE DEPRESSED BASINS THAT TEMPORARILY STORE STORMWATER RUNOFF FOLLOWING A STORM EVENT BUT ARE DRY DURING NORMAL CONDITIONS. EXTENDED DRY DETENTION BASINS REMOVE PARTICULATE POLLUTANTS AND REDUCE MAXIMUM RUNOFF VALUES ASSOCIATED WITH DEVELOPMENT TO THE PRE - DEVELOPED RUNOFF LEVELS. (NO SCALE) CONTROL SEEDING LIM VARIABLE FILTER FABRIC - FLUSH WITH SIDES. NO AIR GAPS. 1' NON- COMPACTED TOPSOIL 2' D -50 WASHED STONE BETWEEN 1.5" AND 3" INFILTRATION TRENCH CROSS- SECTION (NO SCALE) DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES - INFILTRATION TRENCHES - AN INFILTRATION TRENCH IS AN EXCAVATED TRENCH THAT HAS BEEN LINED WITH FILTER FABRIC AND BACKFILLED WITH A SAND FILTER OR COARSE STONE TO FORM AN UNDERGROUND BASIN. RUNOFF IS DIVERTED INTO THE TRENCH AND INFILTRATES INTO THE SOIL. INFILTRATION TRENCHES EFFECTIVELY REMOVE SOLUBLE AND PARTICULATE POLLUTANTS. THEY CAN PROVIDE GROUNDWATER RECHARGE BY DIVERTING 60 TO 90 PERCENT OF ANNUAL URBAN RUNOFF BACK INTO THE SOIL. 17" CTDAW wATTI C no nnio I nn STRAW WATTLE CHECK DAM NOT TO SCALE MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH SIGNIFICANT STORM EVENT. 2. IF DAMAGED, REPLACE WATTLE UNTIL SEED IS ESTABLISHED 3. AFTER DRAINAGE SWALE IS STABILIZED, REMOVE WATTLE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. STONE PLACED AROUND END OF DRAIN PIPE TO PREVENT SLOPE EROSION AND UNDERCUTTING OF THE PIPE : 4 3 KOIR WATTLE 1" X 24" .DWOOD STAKES c 2 KOIR WATTLE INLET PROTECTION NOT TO SCALE Place Koir Wattle around drop inlet and curb inlet in such a way that there is no space between the ends of the Koir Wattle. (See Fig 3 and Fig 4 respectively.) Koir Wattle must be secured to the ground using 1 " x 1 " x 24" hardwood stakes at 2' on center. The top surface of the Koir Wattle must be located above the ponding height. Use multiple tiers if necessary. PLAN DITCH BED w w u Q DRAIN PIPE WITH / FLAIRED END SECTION AT= FEET AL= FEET SIDE DEPTH OF RIP -RAP AS INDICATED ON PLAN 12" GEOTEXTILE FABRIC OR MINIMUM WELL GRADED AGGREGATE AL= APRON LENGTH AT= APRON THICKNESS AW= APRON WIDTH TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS AT =1.5' X D50 15" OR LESS, 1.2' X D50 15" OR LARGER STONE. PIPE SIZE AVERAGE RIPRAP DIAMETER (D50) APRON WIDTH APRON LENGTH 8 IN. 3 IN. 2 TO 3 FEET 5 TO 7 FEET 12 IN. 5 IN. 3 TO 4 FEET 6 TO 12 FEET 18 IN. 8 IN. 4 TO 6 FEET 8 TO 18 FEET 24 IN. 10 IN. 6 TO 8 FEET 12 TO 22 FEET 30 IN. 12 IN. 8 TO 10 FEET 14 TO 28 FEET 36 IN. 14 IN. 10 TO 12 FEET 16 TO 32 FEET ENERGY DISSIPATER (OUTLET PROTECTION) 1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL. 4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5. PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) MAINTENANCE INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. REFERENCE IN CHAPTER 7 PAGE 121 IN THE INDIANA STORM WATER QUALITY MANUAL OUTLET EROSION CONTROL PROTECTION 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 (NO SCALE) KOIR WATTLE 1 "X1 "X24" HARDWOOD STAKES GENERAL STAPLE RECOMMENDATIONS 300 275 250 Li 225 Z 200 = 175 1 150 Lj 125 w 100 0 75 V) 50 25 3' s' 3' A x 1 STAPLE PER SQ. YD. 4:1 3:1 2:1 1:1 CHANNEL SLOPE GRADIENT LINING x 31 3' ADDITIONAL STAPLES AS REQUIRED 5' x 1.5' 1 3' 1.5' ® ® x x ® ® B x x x CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN (NO SCALE) RUNOFF COCONUT MAT INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE- 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 317-966-2023 FAX: 317-580-9596 CONTACT PERSON: Justin Moffett -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. • •-+ %0 00 �--� IT O E-4 \0o U IT�tn 00 00 VT 0-4 t-Z t-:d x O U M M 00 x w w V O WA �z t-� a 1 W V] 0- 0 w w (4 a>_ O rn 00 N A � z w a E"I w 0rA; a .0 r_q � z 0 W z k O o U u c� .. z w CQ CO o o w L w w E (n N I Q�I W\ �\ Q� I �o zM zQ zQ x CO a w w a W x 0. M U m J J J J M M J J J J m 00 co 00 00 00 00 co 0000000 W 000al0cflov F I`M""CV OTO Q i MMM to r -co 0:: 3 w CD z Cf) w Z ° w z w C� cnw w z Li Z � ~ V Z U w �ZCkf _j Jjl:�Ow w o wa- Zw Of Co wcr_ d° CD Q CD U-) d � 3 <- UU(nU UUU Z w w wwwww 0 aaMMaaa 0000000 w w w w w w w cn vQ c2 cn Ln cn cn W �j Ell a� 2� 0::Of � ell_ �Of Of `���I11111111111 / / / /�� SHIf4 S 40 > • No *�)E10 ' *= . ......... IA •.. \��� b�,,,,. �'� / /llllllllllllll��` JAMES E. SHIELDS, JR. P.E. 10201333 C B C U n11.4 H-�-I C B C A H� B "' B 3' s' 3' A x 1 STAPLE PER SQ. YD. 4:1 3:1 2:1 1:1 CHANNEL SLOPE GRADIENT LINING x 31 3' ADDITIONAL STAPLES AS REQUIRED 5' x 1.5' 1 3' 1.5' ® ® x x ® ® B x x x CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN (NO SCALE) RUNOFF COCONUT MAT INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE- 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 317-966-2023 FAX: 317-580-9596 CONTACT PERSON: Justin Moffett -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. • •-+ %0 00 �--� IT O E-4 \0o U IT�tn 00 00 VT 0-4 t-Z t-:d x O U M M 00 x w w V O WA �z t-� a 1 W V] 0- 0 w w (4 a>_ O rn 00 N A � z w a E"I w 0rA; a .0 r_q � z 0 W z k O o U u c� .. z w CQ CO o o w L w w E (n N I Q�I W\ �\ Q� I �o zM zQ zQ x CO a w w a W x 0. M U m J J J J M M J J J J m 00 co 00 00 00 00 co 0000000 W 000al0cflov F I`M""CV OTO Q i MMM to r -co 0:: 3 w CD z Cf) w Z ° w z w C� cnw w z Li Z � ~ V Z U w �ZCkf _j Jjl:�Ow w o wa- Zw Of Co wcr_ d° CD Q CD U-) d � 3 <- UU(nU UUU Z w w wwwww 0 aaMMaaa 0000000 w w w w w w w cn vQ c2 cn Ln cn cn W �j Ell a� 2� 0::Of � ell_ �Of Of `���I11111111111 / / / /�� SHIf4 S 40 > • No *�)E10 ' *= . ......... IA •.. \��� b�,,,,. �'� / /llllllllllllll��` JAMES E. SHIELDS, JR. P.E. 10201333 SHEET NO C503 PROJECT NO. W07 -0134 U n11.4 H-�-I H� "' 1 W W� nw O � 0 O F-1 a 11.4 Zzl z n0 w .� � Q4 E­4 U O) o 4. � Ny N--I W d a Q-) 0 E-1 0 QtII M e SHEET NO C503 PROJECT NO. W07 -0134 10 1 9 1 8 I 7 I 6 EARTH DAM /EMBANKMENT TOP WIDTH NOTES: PERFORATED RISER 1. ACTUAL LAYOUT DETERMINED IN FIELD. PIPE WITH TRASH 12" GUARD ALLOWANCE 2. THE CONCRETE WASHOUT SIGN SHALL FOR 10% BE INSTALLED WITHIN 30FT. OF THE TEMP. 12" OF FILTER z SETTLEMENT CONCRETE WASHOUT FACILITY AGGREGATE OVER _ _ _ PERFORATIONS 1=11=111=11=11 1 �I I ~ WOOD OR METAL HARDWARE CLOTH OR WIRE - e I -11 -I II =III - 111 - 11=11- 0 STAKES TO SECURE -111111111111111 III III III 11- GREGATE FROM =111 =III= IIH11= Ilf- IIHII- SLOPE = THE STRAW BALES (TWO = PLUGGING T PERFORATIONS _ SLOPE I EARTHEN DAM/ z PER BALE) UNDO, CA No. 8 �`� � � �� EMBANKMENT � AGGREGATE FILTER - >b L CONSTRUCTED IN Y PACK OVER FILTER J �-- �I I I I 11 16 TO 8 INCH Q o� o 0 0 0 0 0 0 I I I I ( I ,�, - POLYETHYLENE 10 2' NO N I I M I I I ( i I I °dy Q BALES PERFORATIONS V ,)IV I i i = El - - - - - - - - _ i I I I I 1=1 . �� �,- I =1 I I II I I -1 I -1 I -1 I -1 I I I 1 =1 11 =1 11 =1 I I -1 1 =1 II I II i I =1 I 111 =1 11 -I �- -1 I I, RIPRAP OR I I I I I I I 1 I I I _ -11 I;, � 1- I INDOT CA No = FE1 1 1 I 1=� I 1 I I I 11 � ��A F FILTERRPACKE I III _I I 1 1 1 1 I �) I _ I III I I-- - I I I I 1 1 1 I I I I SECTION ANTI - FLOTATION NATIVE MATERIAL (OPTIONAL) BLOCK CUT -OFF HAND- COMPACTED FILL TRENCH AROUND BARREL /PIPE AND APRON AND SUB -BASE PREPARATION ANTI -SEED COLLAR �' 1. CLEAR, GRUB, AND STRIP ALL VEGETATION AND ROOT MAT FROM THE AREA WHERE THE DAM IS TO BE LOCATED AND FROM THE POOL AREA, PROPERLY DISPOSING OF ALL TREES, LOGS, LIMBS, VEGETATIVE MATTER, ROCKS AND OTHER OBJECTIONABLE MATERIALS IN PREDESIGNATED DISPOSAL AREAS. 2. EXCAVATE THE AREA FOR THE OUTLET APRON AND EMBANKMENT, STOCKPILING ANY SURFACE SOIL MATERIAL CONTAINING A HIGH AMOUNT OF ORGANIC MATTER. 3. EXCAVATE A TWO -FOOT WIDE BY TWO -FOOT DEEP, MINIMUM, CUT -OFF TRENCH WITH 1:1 SIDE SLOPES ALONG THE CENTER LINE OF THE EMBANKMENT, EXTENDING IT ALL THE WAY UP THE EMBANKMENT SIDE SLOPES. 4. PLACE HIGHLY IMPERMEABLE SOIL MATERIAL IN THE CUT -OFF TRENCH. PLACE MATERIAL IN SIX TO EIGHT -INCH LIFTS, OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE COMPACTING EACH LIFT AS IT IS PLACED. THAN SIX MONTHS) 5. EXCAVATE THE OUTLET APRON, ALLOWING FOR THE THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 6. LINE THE APRON EXCAVATION WITH THE SPECIFIED FILTER MEDIUM AND PLACE INDOT UNIFORM A OR B RIPRAP WITH A D50 OF NINE INCHES, OR GREATER, TO THE LINES AND GRADE SHOWN IN THE CONSTRUCTION PLANS. PRINCIPAL SPILLWAY 1. INSTALL THE SPILLWAY BARREL (PIPE) AND RISER ON A FIRM, EVEN FOUNDATION. PLACE AT LEAST ONE WATERTIGHT ANTI -SEEP COLLAR (12 FOOT MINIMUM PROJECTION) AROUND THE BARREL IF IT IS EIGHT INCHES OR LARGER IN DIAMETER. 2. PLACE A FOUR -INCH LAYER OF MOIST, CLAYEY, SOIL AROUND THE LOWER PART OF THE BARREL AND COMPACT IT BY HAND TO AT LEAST THE DENSITY OF THE SOIL FOUNDATION TAKING CARE NOT TO RAISE THE BARREL FROM THE FOUNDATION WHEN SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS 70 LBS. 5.5 TO 7.0 - WHITE CLOVER 2 LBS. 5.6 TO 7.0 2. PERENNIAL RYEGRASS 70 LBS. 5.5 TO 7.5 - TALL FESCUE 50 LBS. 5.6 TO 7.0 --F 3. TALL FESCUE 70 LBS. 5.6 TO 7.5 - WHITE CLOVER 2 LBS. 5.5 TO 7.5 COMPACTING UNDER THE BARREL HAUNCHES. (DO NOT USE SOIL MATERIALS SUCH AS SAND, AGGREGATE OR SILT.) 3. PERFORATE THE RISER PIPE WITH ONE -HALF INCH HOLES SPACED THREE INCHES APART OR USE A MANUFACTURED STEEP BANKS AND CUTS, LOW-MAINTENANCE AREAS (NOT MOWED) PERFORATED RISER PIPE. 4. CONNECT THE RISER PIPE TO THE BARREL. 5. EMBED THE RISER PIPE IN AT LEAST 12 INCHES OF CONCRETE (THE CONCRETE SERVES AS AN ANTI - FLOTATION BLOCK). - 6. WRAP THE PERFORATED RISER WITH HARDWARE CLOTH OR WIRE MESH. 7. PLACE AN AGGREGATE FILTER PACK AROUND THE PERFORATED RISER. [THE FILTER PACK SHOULD CONSIST OF 12 INCHES OF INDOT UNIFORM A OR B RIPRAP OR INDOT CA NO. 2 AGGREGATE PLACED AROUND THE RISER AND THEN COVERED WITH A MINIMUM OF 12 INCHES OF INDOT CA NO. 5 AGGREGATE (FOR FILTRATION)]. 8. INSTALL A TRASH GUARD (BARS TWO TO THREE INCHES APART) ON THE TOP OF THE RISER PIPE. EMBANKMENT AND POOL AREA 1. SCARIFY THE SOIL SURFACE IN THE AREA OF THE EMBANKMENT BASE LOCATION. 2. USING CLEAN, STABLE MINERAL SOIL FREE OF ROOTS, WOODY VEGETATION, ROCKS AND OTHER DEBRIS, CONSTRUCT THE EMBANKMENT IN CONTINUOUS SIX TO EIGHT -INCH LIFTS OVER THE ENTIRE LENGTH OF THE EMBANKMENT, COMPACTING EACH LIFT AS IT IS PLACED. (MATERIAL USED TO CONSTRUCT THE EMBANKMENT MUST BE A STABLE MINERAL SOIL THAT IS FREE OF R BRIS THE SOIL MATERIAL MUST BE WET ENOUGH TO FORMA BALL WITHOUT CRUMBLING Q v V r•� U, 3 7P 0 w I 0 0 U U °' E O N U 0) N C I Go r1) CD O L O n EN 0 ja o I'- ° � .° o W D 0 (N O) N ice- D - =oQ If-) 5-: Uwm Z 2 ° - mow Uaa°HO ° �7 0 d SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. SMOOTH BROME GRASS 35 LBS. 5.5 TO 7.0 - RED CLOVER 20 LBS. 5.5 TO 7.0 2. TALL FESCUE 50 LBS. 5.5 TO 7.5 - WHITE CLOVER 2 LBS. '/a INCH 3. TALL FESCUE 50 LBS. 5.6 TO 7.5 - RED CLOVER 20 LBS. 5.5 TO 7.5 4. ORCHARD GRASS 30 LBS. MAY 1 - JULY 30 - RED CLOVER 20 LBS. 5.6 TO 7.0 - WHITE CLOVER 2 LBS. 300 LBS. 5. CROWNVETCH 12 LBS. 5.6 TO 7.0 - TALL FESCUE 30 LBS. MAY 1 - JULY 15 ROCKS, BRUSH, ROOTS, AND OTHE DE . YET NOT SO WET THAT WATER CAN BE SQUEEZED OUT OF IT. PLACE THE MOST PERMEABLE SOIL MATERIAL IN THE DOWNSTREAM TOE OF THE EMBANKMENT AND THE LEAST PERMEABLE MATERIAL IN THE CENTER AND ON THE UPSLOPE SIDE OF LAWNS AND HIGH - MAINTENANCE AREAS THE EMBANKMENT. ROUTE CONSTRUCTION EQUIPMENT OVER THE LENGTH OF THE DAM SO THAT ALL PARTS OF EACH SOIL LIFT ARE TRAVERSED BY AT LEAST ONE WHEEL OF THE EQUIPMENT. NOTE: PROTECT THE SPILLWAY BARREL WITH TWO FEET OF HAND - COMPACTED FILL BEFORE CROSSING IT WITH EQUIPMENT.) 3. CONSTRUCT AND COMPACT THE EMBANKMENT UNTIL IT IS 10 PERCENT ABOVE DESIGN ELEVATION TO ALLOW FOR SETTLING. 4. STABILIZE THE EMBANKMENT WITH SEED AND MULCH (ANCHORED IN PLACE) OR ANOTHER SUITABLE EROSION RESISTANT COVER. 5. PLACE A SEDIMENT CLEANOUT REFERENCE STAKE AT THE 50 PERCENT DESIGN VOLUME ELEVATION OF THE SEDIMENT BASIN. EMERGENCY SPILLWAY ENT LOCATE IT IN UNDISTURBED SOIL OUTSIDE THE SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. BLUEGRASS 140 LBS. 5.5 TO 7.0 2. PERENNIAL RYEGRASS 60 LBS. 5.5 TO 7.0 (TURF TYPE) 90 LBS. 5.6 TO 7.0 3. TALL FESCUE (TURF TYPE) 170 LBS. '/a INCH - BLUEGRASS 30 LBS. 5.6 TO 7.5 1. SITE THE EMERGENCY SPILLWAY AT ONE END OF THE EMBANKM . CONSTRUCTION LIMITS OF THE EMBANKMENT. 2. LOCATE THE EMERGENCY SPILLWAY SO THAT ANY FLOW WILL RETURN TO THE RECEIVING CHANNEL WITHOUT DAMAGING THE CHANNELS AND AREAS OF CONCENTRATED FLOW EMBANKMENT. 3. EXCAVATE A TRAPEZOIDAL CHANNEL WITH 3:1 OR FLATTER SIDE SLOPES AS SPECIFIED IN THE CONSTRUCTION PLANS. MAINTAIN A STRAIGHT, LEVEL, 20 -FOOT LONG, MINIMUM, CHANNEL THROUGH THE CONTROL SECTION. 4. PERMANENT SEED (SEE PERMANENT SEEDING ON PAGE 35) AND PROTECT WITH EROSION CONTROL BLANKETS (SEE EROSION CONTROL BLANKET ON PAGE 63) AS SOON AS GRADING IS COMPLETE OR, IF VEGETATION IS NOT USED OR SUITABLE FOR THE SOIL CONDITIONS AND SLOPE, INSTALL A NONEROSIVE LINER TO FINISHED GRADE. SAFETY 1. DO NOT LOCATE IN AREAS WHERE SLOPES ARE GREATER THAN 2:1. 2. INSTALL A FENCE AROUND THE AREA AND ERECT WARNING SIGNS IF TRESPASSING IS LIKELY. 3. DEWATER THE BASIN BETWEEN STORM EVENTS. 4. FOLLOW ALL STATE AND LOCAL REQUIREMENTS FOR IMPOUNDMENT SITES. MAINTENANCE INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS 150 LBS. 150 LBS. - WHITE 2 LBS. 5.5 TO 7.0 2. KENTUCKY BLUEGRASS 20 LBS. MARCH 1 - APRIL 15 - SMOOTH BROMEGRASS 10 LBS. '/a INCH - SWITCHGRASS 3 LBS. 40 LBS. - TIMOTHY 4 LBS. 5.5 TO 7.5 - PERENNIAL RYEGRASS 10 LBS. MAY 1 - JULY 30 - WHITE CLOVER 2 LBS. 1 TO 2 INCHES 3. TALL FESCUE 150 LBS. 300 LBS. - WHITE CLOVER 2 LBS. 5.5 TO 7.5 4. TALL FESCUE 150 LBS. MAY 1 - JULY 15 - PERENNIAL RYEGRASS 20 LBS. 5.5 TO 7.5 - KENTUCKY BLUEGRASS 20 LBS. _ SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST 5 1 4 10' MIN. • • • • • • 6� . . . . . . . METAL PINS OR STAPLES TO SECURE THE • . • POLYETHYLENE LINING TO • THE STRAW BALES XZ BINDING WIRE • . . • VARIES • . • STRAW BALE (TYP) SECTION LINE I• .III II,; 4 . . . . • • • • • • • _ REMOVE AND PROPERLY DISPOSE OF SEDIMENT WHEN IT ACCUMULATES TO ONE -HALF THE DESIGN VOLUME. _ PERIODICALLY CHECK EMBANKMENT, EMERGENCY SPILLWAY, AND OUTLET FOR EROSON DAMAGE, PIPING, SETTLING, SEEPAGE, NOTES: OR SLUMPING ALONG THE TOE OR AROUND THE BARREL; REPAIR IMMEDIATELY. _ REMOVE TRASH AND OTHER DEBRIS FROM RISER, EMERGENCY SPILLWAY, AND POOL AREA. 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE _ CLEAN OR REPLACE AGGREGATE AROUND THE RISER IF THE SEDIMENT POOL DOES NOT DEWATER (DRAIN) WITHIN 48 TO 72 PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: HOURS FOLLOWING A STORM WATER RUNOFF EVENT. (A) SPRING OATS - ONE- FOURTH TO THREE - FOURTHS BUSHEL PER ACRE _ REMOVE BASIN AFTER DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, INSPECTED, AND APPROVED. DO SO BY DRAINING (B) WHEAT - NO MORE THAN ONE -HALF BUSHEL PER ACRE ANY WATER, REMOVING SEDIMENT TO A DESIGNATED DISPOSAL AREA, SMOOTHING THE SITE TO BLEND WITH THE SURROUNDING 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, AREA, AND THEN STABILIZING WITH SEED AND MULCH OR ANOTHER APPROPRIATE NONEROSIVE COVER. CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED REFERENCE IN CHAPTER 7 PAGES 191 -203 IN THE INDIANA STORM WATER QUALITY MANUAL INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. TEMPORARY DRY SEDIMENT BASIN EARTH 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING DAM/EMBANKMENT WITH RISER PIPE (NO SCALE) TARLF 1 TEMPORARY SEEDING SPECIFICATIONS SEED SPECIESi RATE PER ACRE PLANTING DEPTH OPTIMUM DATES z WHEAT OR RYE 150 LBS. 1 TO 1 % INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15 ANNUAL RYEGRASS 40 LBS. '/a INCH MARCH 1 - MAY 1 AUG. 1 - SEPT. 1 GERMAN MILLET 40 LBS. 1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS. 1 TO 2 INCHES MAY 1 - JULY 30 BUCKWHEAT 60 LBS. 1 TO 2 INCHES APRIL 15 - JUNE 1 CORN (BROADCAST) 300 LBS. 1 TO 2 INCHES MAY 11 -AUG. 10 SORGHUM 35 LBS. 1 TO 2 INCHES MAY 1 - JULY 15 1 PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. 2 SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT SITE WITHIN THE STATE. NOTES: MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. NOTES: 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT IN PLACE. MAINTENANCE - INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY MULCH WHERE NECESSARY. - IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. REFERENCE IN CHAPTER 7 PAGES 31 -33 IN THE INDIANA STORM WATER QUALITY MANUAL TEMPORARY SEED 10 1 9 1 8 CAPACITY, SOIL FRIABILITY, AND NUTRIIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE- FOURTH TO ONE -HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. _ CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. _ CHECK FOR EROSION OR MOVEMENT OF MULCH. _ REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. _ IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. _ ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. _ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL- SEASON GRASSES, APPLY ONE -HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM - SEASON GRASSES, APPLY ONE -THIRD IN EARLY SPRING, ONE -THIRD IN LATE SPRING, AND THE REMAINING ONE -THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35 -40 IN THE INDIANA STORM WATER QUALITY MANUAL PERMANENT SEED 7 1 6 WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) WOOD OR METAL STAKES -----STRAW BALE (TYP) (TYP) - 2 PER BALE POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES 10 MIL. PLASTIC LINING PLAN METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES INSTALLATION 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5. PLACE FLAGS SAFETY FENCING OR EQU I VALENT TO PROVIDE DE A BARR I ER TO CONS T RUC TI ON EQU IP ME NT AND OTHER TRAFFIC. 6. PLACE A NON - COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. MAINTENANCE - INSPECT DAILY AND AFTER EACH STORM EVENT. _ INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT SYSTEM. - INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT. INSPECT THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. _ EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL APPROPRIATE MEASURES CAN BE INITIATED TO CLEAN THE STRUCTURE. PREFABRICATED SYSTEMS SHOULD ALSO UTILIZE THIS CRITERION, UNLESS THE MANUFACTURER HAS ALTERNATE SPECIFICATIONS. _ UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE. REPAIR THE STRUCTURE AS NEEDED OR CONSTRUCT A NEW SYSTEM. - DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE, OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION /DEMOLITION LANDFILL SITE. RECYCLING OF MATERIAL IS ENCOURAGED. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR RECYCLING SHOULD BE CHECKED LOCALLY. THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE LINING. THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. _ CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE LIQUIDS DO NOT EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. DISPOSAL MAY BE ALLOWED AT THE LOCAL SANITARY SEWER AUTHORITY PROVIDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW FOR ACCEPTANCE OF THIS MATERIAL. ANOTHER OPTION WOULD BE TO UTILIZE A SECONDARY CONTAINMENT SYSTEM OR BASIN FOR FURTHER DEWATERING. _ PREFABRICATED UNITS ARE OFTEN PUMPED AND THE COMPANY SUPPLYING THE UNIT PROVIDES THIS SERVICE. _ INSPECT CONSTRUCTION ACTIVITIES ON A REGULAR BASIS TO ENSURE SUPPLIERS, CONTRACTORS, AND OTHERS ARE UTILIZING DESIGNATED WASHOUT AREAS. IF CONCRETE WASTE IS BEING DISPOSED OF IMPROPERLY, IDENTIFY THE VIOLATORS AND TAKE APPROPRIATE ACTION. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHALL BE CLOSED. DISPOSE OF ALL HARDENED CONCRETE AND OTHER MATERIALS USED TO CONSTRUCT THE SYSTEM. - HOLES, DEPRESSIONS AND OTHER LAND DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. CONCRETE WASHOUT TYPE "ABOVE GRADE (NO SCALE) W/ STRAW BALES" NORTH AMERICAN GREEN 11 ��- - ��-==N`_ --�- __ ___- -_ - - -- - EROSION CONTROL Products -- Gucronteed SOLUTIONS = - --- O 1 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800- 772 -2040 12" (30 CM) 2 " -5" (5 CM- 12.5CM) ® NII 6" (15 CM) .y i . a. . .. + .. . .,. y W y . W W. W+ W W W W i . V 4 W 1 W J y W . , II1 1I[ www.nogreen.com = _ _ _ _ _ _- _ _ _ 3' 3' 3 O 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.51CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. 5 SLOPE INSTALLATION (NO SCALE) 4 3 2 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE • LACK LETTER 6" CONCRETE HEIGHT WASHOUT 0.5" LAG SCREWS WOOD POST 3 "x3 "x8' 1 I - _- I #4 t t t t+ t t t t* t+ 4 t t+ t Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 317-966-2023 FAX.- 317-580-9596 CONTACT PERSON.- Justin Moffett -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. V..(%D00 U-4 IT O E-1 \6 r4i C� W \0o\\0 U IT IT " E-4 t�t�O x V-4 V-4o U M M 00 x W Q'i U� W W d V rn O � Q �z WTI A4 CA w a w (4 94 >- O En A > , IT xz 1-1 W 2 0 1.4 w O V1 V� �0 as z 0 .414 W z kn 1...4 1-4 O 2 y o V ❑O 3 00 o r o z `� o w w as o O� W C� W M W Q to N E-� I d 1 W\ \ w I WzZvMzQ44 - Co w I o w Q � �° W x x d- a. Q ca n 0 ca m UmJ. -IJJ M 0000000 W 0000locfloIL E- r7 " CV N O T o Q tornPOCDr-co n w 0:� 3 W CD z � n Li ° � °) z N O w z CD c� V) W W Z i=-, Z30 =1-< zwo0 =) -0 w of 00 5) J = J w W 03:w >ZZw ofN��OCD iii UpEvV)ww L.- O-' U- J O J Ca Ej ra o V, a- z¢ �°� -Q -Q U UV)U UUU Z wwwwwww o r� o000000 w w w w w w w N N ci, cn cn cn cn X �of�CECE�CE \ \ \ \ \ \IIIIIIIII / / / / / / /// \�,.\�`� V, SHIES '' %/ 0,,% * ��••'G�S T E ''•��`,�''�% �r R Y/ �Q: No *WEI. *_ i P,. ///// IL \ /IIIIII111\1 JAMES E. SHIELDS, JR. P.E. 10201333 `-' 1 ' + + + +t+ + + + ++ + + + t t + t t +t+ * + + t o tw�tttt�t� �ttt� t��ttt�t�tw�t tt�'Mtw4t t,r ,6ttt**twt�t twit ++ t �, -iIIIi �t + + If +t t� y t W +tt +t ++ t t+ t+ t I'� 1 1 1-� I -1 I I -1 t t t - - 111 =1I1 =1I1 ++ * + ++ t t t + t t + t+ I I 1 =1 11 1 I ;::III + + t t t + t ++ t t t t+ t t+ t t -I I1 11- U :: 111- 111 =111= tw tw *tttwtw **#**** tw *tttt�tw *#** �** m** tw tw wt "**# twlrtr *# t*�wt = 111 -I I I -11 I- 0 + + t + t t + + + + + + + + + ` _ _ _ 111 =111 -111- t t ; t t t t t+ t t+ I I 111= 111 =111 =1 111 I 1 =1 1I- - 9 t + t t+ I =1 I I =1 I I =111 =1 11=1 1 11 1I 1 I I -1 I I1 I I -1 I f=. I I -1 11= PERSPECTIVE VIEW z SPECIFICATIONS: SITE PREPARATION _ CRADE THE SITE TO ACHIEVE. POSITIVE DRAINAGE. C 4 _ PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE o AS NEEDED TO ENSURE ROOTING OF SOD. I-� �9 MATERIALS _ SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST CONTACT YOUR COUNTY TY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES.) OR 400 TO 600 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 1- _ SOD - SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED TO THE REGION AND COMPATIBLE WITH THE INTENDED USE. INSTALLATION � SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED. I- SITE PREPARATION (74 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. W E---q 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. 3. WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED O SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. � SOD BED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. �-z 2. IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO o SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. o � 3. APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 � ! TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 4. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR Q) � RAKE OPERATED ACROSS THE SLOPE. � „� 0 5. RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK C4 Q.5 THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. c/ L LAYING THE SOD 0 1. INSTALL SOD WITHIN THIRTY -SIX HOURS OF ITS CUTTING. 2. STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. 3. IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.) 4. LAY SOD STRIPS IN A BRICK -LIKE PATTERN. 5. BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS. 6. ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL. 7. IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. SLOPE APPLICATION 1. INSTALL THE SOD 'STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. 2. WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. CHANNEL APPLICATION (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) 1. EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD. . 2. LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. v 3. STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. Ln 4. STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT. a MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL SOD IS WELL ROOTED. _ KEEP SOD MOIST UNTIL FULLY ROOTED. _ AFTER SOD IS WELL - ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. RUTS IN MOWING TURF. ( - FERTILIZE TURF AREAS ANNUAL Y.APPLY FERTILIZER IN AS PQ �TCA - (CATION. FOR COOLSEASON GRASSES, APPLY ONE -HALF OF THE FERTILIZER IN LATE SPRING AND ONE -HALF IN EARLY FALL. FOR WARM - SEASON GRASSES, APPLY ONE -THIRD IN EARLY SPRING, ONE -THIRD IN LATE SPRING AND ONE -THIRD IN MID - SUMMER. REFERENCE IN CHAPTER 7 PAGES 47 -50 IN THE INDIANA STORM WATER QUALITY MANUAL 3" (7.5 CM) SOD APPLICATION DETAIL (NO SCALE) Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 317-966-2023 FAX.- 317-580-9596 CONTACT PERSON.- Justin Moffett -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. V..(%D00 U-4 IT O E-1 \6 r4i C� W \0o\\0 U IT IT " E-4 t�t�O x V-4 V-4o U M M 00 x W Q'i U� W W d V rn O � Q �z WTI A4 CA w a w (4 94 >- O En A > , IT xz 1-1 W 2 0 1.4 w O V1 V� �0 as z 0 .414 W z kn 1...4 1-4 O 2 y o V ❑O 3 00 o r o z `� o w w as o O� W C� W M W Q to N E-� I d 1 W\ \ w I WzZvMzQ44 - Co w I o w Q � �° W x x d- a. Q ca n 0 ca m UmJ. -IJJ M 0000000 W 0000locfloIL E- r7 " CV N O T o Q tornPOCDr-co n w 0:� 3 W CD z � n Li ° � °) z N O w z CD c� V) W W Z i=-, Z30 =1-< zwo0 =) -0 w of 00 5) J = J w W 03:w >ZZw ofN��OCD iii UpEvV)ww L.- O-' U- J O J Ca Ej ra o V, a- z¢ �°� -Q -Q U UV)U UUU Z wwwwwww o r� o000000 w w w w w w w N N ci, cn cn cn cn X �of�CECE�CE \ \ \ \ \ \IIIIIIIII / / / / / / /// \�,.\�`� V, SHIES '' %/ 0,,% * ��••'G�S T E ''•��`,�''�% �r R Y/ �Q: No *WEI. *_ i P,. ///// IL \ /IIIIII111\1 JAMES E. SHIELDS, JR. P.E. 10201333 `-' 1 z � Q-, z 0 I-• rz o W ;:-* `4 U Imo" 0 0 - 9 z � 0 C 4 o I-� �9 M a iJ 1- � 11--I � W I- (74 � Q4 W E---q O 1 � :!5 �r �-z o o � � � ! Cn W a Q) � h+-I 0 E-+ � „� 0 1 C4 Q.5 � c/ L � 0 SHEET NO. PROJECT NO. W07-0134 10 1 9 8 1 7 1 6 327 IAC 2 -6.1 -6 Reportable spills; transportation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 6. The following spills from a mode of transportation must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2) Spills that damage surface waters. (3) Spills to soil: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (B) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or (C) spills of objectionable substances as defined in section 4(11) of this rule. (4) Any spill for which a spill response has not been done. (Water Pollution Control Board; 327 IAC 2- 6.1 -6; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -7 Reportable spills; responsibilities Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 7. Any person who operates, controls, or maintains any mode of transportation or facility from which a spill occurs shall, upon discovery of a reportable spill to the soil or surface waters of the state, do the following: spilled material from entering (1) Contain the spill, if possible, to prevent p g the waters of the state. (2) Undertake or cause others to undertake activities needed to accomplish asp ill res po nse. (3) As soon as possible, but within two (2) hours of discovery, communicate a spill report to the Department of Environmental Management, Office of Environmental Response: Area Code 1- 888 - 233 -7745 for in —state calls (toll free), (317) 233 -7745 for out —of —state calls. If new or updated spill report information becomes known that indicates a significant increase in the likelihood of damage to the waters of the state, the responsible party shall notify the department as soon as possible but within two (2) hours of the time the new or updated information becomes known. (4) Submit to the Indiana Department of Environmental Management, Office of Land Quality, Emergency Response Section (MC 66 -30), 2525 N. Shadeland Ave., Suite 100, Indianapolis, IN 46219 -1787, a written copy of the spill report if requested WATER QUALITY STANDARDS Indiana Administrative Code Page 95 in writing by the department. (5) Except from modes of transportation other than pipelines, exercise due diligence and document attempts to notify the following: (A) For spills to surface water that cause damage, the nearest affected downstream water user located within ten (10) miles of the spill and in the state of Indiana; and (B) For spills to soil outside the facility boundary, the affected property owner or owners, operator or operators, or occupant or occupants. (Water Pollution Control Board; 327 IAC 2- 6.1 -7; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3: 23 p.m.: 24 IR 1518; errata filed Feb 6, 2006, 11:15 a.m.: 29 IR 1936; errata filed Oct 20, 2006, 10:08 a.m.: 20061101 —IR- 327060497ACA) 327 IAC 2 -6.1 -8 Emergency spill response actions Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 8. Notwithstanding any other section of this rule, emergency spill response actions take precedence over reporting requirements, and when emergency spill response activities render spill reporting inconsistent with effective response activities, communication of the spill report to the Indiana department of environmental management may be delayed. In situations where the spill report is delayed, the burden of proving the need for the delay shall be upon the responsible person. (Water Pollution Control Board; 327 IAC 2- 6.1 -8; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -9 Compliance confirmation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 9. When spill reporting and response, as provided for in this rule, has occurred, the department shall, upon request, issue a letter confirming compliance with this rule and stating that no further action is required under this rule. (Water Pollution Control Board; 327 IAC 2- 6.1 -9; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 8 1 7 1 6 5 SWPPP FOR CONSTRUCTION SITES 1 HYDROLOGIC UNIT CODE (14 DIGIT) — 05120201090030 2 IDENTIFICATION OF ALL RECEIVING WATERS — CITY OF CARMEL STORM SEWERS TO DRY DETENTION POND THEN TO THE COOL CREEK BRANCH /LITTLE COOL CREEK DITCH. WETLAND THRU CITY OF CARMEL STORM SEWER SYSTEM TO THE W.R. FERTIG WATERSHED. 3 PRE — CONSTRUCTION AND POST — CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) — 010 PRE NORTH 0.823 CFS, 010 PRE SOUTH 2.61 CFS, 010 POST NORTH 1.62 CFS 4 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C502. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO A EXTENDED DRY DETENTION. THE FIRST FLUSH WILL BE TREATED BY A COMBINATION OF VEGETATED SWALE FIRST THEN TO A INFILTRATION TRENCH. ON A HIGHER EVENT WATER WILL BE HELD IN THE EXTENDED DRY DETENTION, ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER — ONSITE DRY DETENTION PONDS/ WETLANDS. 6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS — SEE RIGHT MIDDLE OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501 AND C502. 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES — POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES — A. LOCATION — SEE SHEET C501 AND C502 B. DIMENSION — SEE SHEET C501 AND C502 C. DETAILED SPECIFICATIONS — SEE SHEET C503 —0506 D. CONSTRUCTION DETAILS — SEE SHEET C503 —0506 E. MONITOR AND MAINTENANCE GUIDELINES — SEE SHEET C503 —0506 9 GENERAL CONSTRUCTION SEQUENCE — SEE CONSTRUCTION SEQUENCE THIS SHEET. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS —SEE SHEET C501 FOR SOIL STOCKPILE 11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON — SEE SEASONAL SOIL PROTECTION CHART 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT — SEE DETAIL C506. 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2 -6 -1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH —OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON —SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON —PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF —SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. IN CASE OF A SPILL, APPROPRIATE STATE AND LOCAL AGENCIES SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. EMERGENCY RESPONSE NUMBERS: RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 CARMEL FIRE DEPARTMENT: (317) 571 -2600 CARMEL POLICE DEPARTMENT: (317) 571 -2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477 -8773 IDEM SPILL RESPONSE CENTER: (317) 233 -7745 NATIONAL RESPONSE CENTER (800)- 424 -8802 CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THE PROJECT SITE SEE THIS SHEET FOR INFORMATION 15 CURRENT REVISION DATE ON ALL SHEETS SEE TITLE BLOCK SWPPP FOR POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE — POTENTIAL POLLUTANTS FROM POST— CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. 2 POST — CONSTRUCTION STORMWATER QUALITY MEASURES — A. LOCATION — SEE SHEET C502. INFILTRATION TRENCH, VEGETATED SWALE, AND EXTENDED DRY DETENTION WILL BE UTILIZED B. DIMENSIONS — SEE SHEET C502 C. SIZING CALCULATIONS — SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS — SEE SHEET C503 E. CONSTRUCTION DETAILS — SEE SHEET C503 3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION —SEE CONSTRUCTION SEQUENCE, C505 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C502. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO A EXTENDED DRY DETENTION. THE FIRST FLUSH WILL BE TREATED BY A COMBINATION OF VEGETATED SWALE FIRST THEN TO A INFILTRATION TRENCH. ON A HIGHER EVENT WATER WILL BE HELD IN THE EXTENDED DRY DETENTION, ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST — CONSTRUCTION STORMWATER QUALITY MEASURES— SEE ATTACHED 0 &M 5 4 1 3 THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORM SEWERS AND SWALES, EARTHEN PADS FOR FUTURE HOUSING AND PUBLIC UTILITIES. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. CONSTRUCTION SEQUENCE: A.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 2. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. SAID SIGNS SHALL BE PLACED AT HERON CREEK DRIVE ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. A PRE — CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT. C. CONSTRUCTION ACCESS DRIVE — TOP SOIL STRIPPING & STONE PLACEMENT SHALL BE INSTALLED AS SHOWN ON PLANS AT ENTRANCE FROM PRIVATE DRIVE. D. PERIMETER EROSION CONTROL — SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES. E. INSTALL TEMPORARY SEDIMENT BASIN, EARTHEN DAMS, AND TEMPORARY DIVERSION SWALES F. EARTHWORK — TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED Q AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON DETENTION BASIN. DIRT FROM DETENTION BASIN TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET GRADING TO BE COMPLETED AS CONSTRUCTION PROGRESSES. FINISH GRADING OF DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE AND INSTALL EROSION CONTROL BLANKETS ON THE BANKS OF DETENTION BASIN IMMEDIATELY FOLLOWING COMPLETION OF DETENTION BASIN GRADING. INSTALL CONCRETE WASHOUT. INSTALL INFILTRATION TRENCH. SILT FENCE MUST BE PLACED ON BOTH SIDES OF TRENCH IF CONSTRUCTED AT THIS TIME OTHERWISE, INSTALL INFILTRATION TRENCH AFTER FINISH GRADING AND SEED IS ESTABLISHED. G. SANITARY SEWER — INSTALLATION OF GRAVITY SEWER SHALL BEGIN. DISTURBED AREAS TO BE TEMPORARY SEEDED AS CONSTRUCTION IS COMPLETED. LATERALS TO EACH LOT TO BE PUT IN PLACE AS MAIN LINE IS CONSTRUCTED. H. STORM SEWER — CURB INLETS, YARD INLETS, STORM PIPES, AND STREET UNDERDRAINS SHALL BE CONSTRUCTED AS WARRANTS. DRY DETENTION CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION OF DETENTION AREAS. PROTECTION TO BE PUT IN PLACE AS NOTED IN "F" ABOVE. SILT FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL. INSTALL KOIR WATTLE AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. I. UTILITIES — COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE TV AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. J. PAVEMENT — LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND KOIR WATTLES /COCONUT MAT SHALL BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. K. FINISH GRADING — FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AND SILT FENCE AROUND DRY DETENTION AREAS AND SWALES (VEGETATIVE & INFILTRATION) AS SHOWN ON PLANS. RIP —RAP TO BE INSTALLED AND /OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. INSTALL COCONUT MAT OVER INLETS. L. CLEANUP — CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. M. FINAL LANDSCAPING — INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. INSTALL PLANTS IN VEGETATIVE SWALES AS INDICATED IN DETAILS ON LANDSCAPE PLAN. REMOVE STRAW WATTLE WHEN VEGETATION HAS BEEN ESTABLISHED. N. INDIVIDUAL BUILDING CONSTRUCTION — REFERENCE DETAIL SHOWN ON C505 FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL MULTIPLE FAMILY DWELLING UNDER CONSTRUCTION. CONCRETE WASHOUT AND INLET PROTECTION TO REMAIN UNTIL BUILDING CONSTRUCTION IS COMPLETE. 0. PERMANENT SEED ALL AREAS OF DISTURBANCE. 4 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY, Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 317-966-2023 FAX. 317-580-9596 CONTACT PERSON: Justin Moffett —NOTE — THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 3 2 2 1 H W W z (4 II W x •—+ �O 00 --(IT O � O . 000000 IT O T-4 V-4 p M M 00 X w 0 O N w � w Ua �a O� Z O O Ln H U N M� W 1:4 a U W A �z a . V1 V1 w aw �> Q V1 w Z Z w H U 0 Rule 6.1. Spills: Reportinq, Containment and Response IA 2-6.1-1 Applicability >4 Authority: IC 13- 14 -8 -7 Z o Affected' IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 w Q w Sec. 1. This rule applies to the reporting and containment of, and the response to those spills of w Q hazardous substances, extremely hazardous substances, petroleum, and objectionable substances that are of a quantity, w� type, duration and in a location as to damage the waters of the state. Nothing in this rule is intended to affect reporting or clean —up zQ requirements set forth by other federal, state, or local laws. (Water Pollution Control Board; 327 IAC 2- 6.1 -1; filed Feb 25, 1997, x� 1:00 p.m.: 20 IR 1731; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) ° 327 IAC 2 -6.1 -2 Special areas L5 W Authorit : IC 13- 14 -8 -7 Affected' IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 W Sec. 2. Certain areas of the state are recognized as having unique geology. A large section of the a� mid — southern part of the state is a karst region. Portions of Saint Joseph, Elkhart, Kosciusko, and LaGrange Counties contain a sole w source aquifer as referenced in 42 U.S.C. 300h -3(e). The waters of the state are particularly vulnerable to damage from spills in these areas, and care should be exercised when evaluating damage from spills. Information about these areas can be obtained by a. calling the office of environmental response, emergency response branch. (Water Pollution Control Board; 327 IAC 2- 6.1 -2; filed Feb 25, 1997, 1: 00 p.m.: 20 IR 1731; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -3 Exclusions Authority IC 13- 14 -8 -7 Affected' IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 3. Notwithstanding any other section of this rule, the reporting requirement of this rule does not apply to the following C) occurrences: (1) Discharges or exceedances that are under the jurisdiction of on applicable permit when the O substance in question is covered �--�� E­1 by the permit and death or acute injury or illness to animals or humans does not occur. 2 Lawful application of materials, including, but not limited to: commercial or natural fertilizers and pesticides on or to land or water; or 13 dust suppression materials. �A 3 The application of petroleum necessary for construction that does not damage waters of the state. (4 Spills of less than one (1) pound or one (1) pint. 5 Spills of integral operating fluids, in the use of motor vehicles or other equipment, the total vo ume of which is less than or equal to fifty —five (55) gallons and which do not damage waters of the state. Oil sheens produced as a result of the normal operation of properly functioning watercraft. �6 7, A release of a substance integral to a spill response activity that has been approved and authorized by a state or federal onscene coordinator. (Water Pollution Control Board; 327 IAC 2- 6.1 -3; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; errata filed Mar 7, 1997, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) r Lu. 327 IAC 2 -6.1 -4 Definitions Authority: IC 13- 14 -8 -7 Affected' IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- 18 -17; IC 14- 8 -2 -7; IC 14- 25 -7 -13; IC 14- 25 -7 -15 Sec. 4. In addition to the definitions contained in IC 13- 11- 2- 17(d), IC 13- 11- 2- 35(a), IC rx 0 13- 11 -2 -51, IC 13- 11- 2- 158(a), IC 13 -11 -2 -160, IC 13 -11 -2 -2600, IC 13 -11 -2 -265, and in 327 IAC 1, the following definitions apply througghout this rule: "Animal" means all mammals, birds, reptiles, amphibians, fish, crustaceans, and mollusks. ' M Aquatic life' means those plants and macroinvertebrates that are dependent upon an aquatic C4 . environment. � (3) "Contain" means to take such immediate action as necessary to dam, block, restrain, or otherwise act to most effectively prevent a spill from entering waters of the state or minimize damage to the waters of the state from a spill. „ (4) "Damage means the actual or imminent alteration of the waters of the state so as to render a the waters harmful, detrimental, or injurious to: A public health, safety, or welfare; B domestic, commercial, industrial, agricultural, or recreational uses; or C animals or aquatic life. 5 "Downstream water user" means: A a community public water supply, as identified by the department of natural resources under IC 4- 25- 7- 13(d); (B) a significant water withdrawal facility as registered with the department of natural resources under IC 14- 25 -7 -15; C users of recreational waters; or D any other user made known to person who has a spill. ,the 6 Extremelyy hazardous substance means a substance identified pursuant to 42 U.S.C. 11002 and 1 04. (40 CFR 355 Apppendix A.) (7) Facility means all land, buildings, equipment, structures, and other stationary items that are located on a single site or on contiguous sites and that are owned or operated by the same person or by any person who controls, is controlled by,, or is with, h person. under common control t such pboundary 8 ;;Facility boundary' means the of a facility or an easement or right —of —way. 9 Hazardous substance has the meaning set forth in 42 U.S.C. 9601(14). 1 ) ' Mode of transportation includes, but is not limited to, carriage by: A rail and motor vehicles; B aircraft; C watercraft; D pipelines; or E other means of transportation; in commerce. This definition excludes carriage within a facility by transportation equipment owned, operated, or controlled by that facility. T1) Objectionable substances" means substances that are: A of a quantity and a type; and B present for a duration and in a location; so as to damage waters of the state. This definition excludes hazardous substances, extremely hazardous substances, petroleum, and mixtures thereof. (12) "On —scene coordinator" means a state or federal official designated by the department, the United States Environmental Protection Agency, or the United States Coast Guard to direct and coordinate special spill response activities. 13) "Recreational waters" means any water used for: A boating, swimming, fishing, hunting, trapping, or wildlife viewing; or B) public access areas that are owned by the department of natural resources or the federal government; as listed by the department. (14) Reportoble quantity means the amount of a hazardous substance or extremely hazardous substance that is required to be reported under federal law under 42 U.S.C. 9602(a) and (b) and 42 U.S.C. 9603(a). (40 CFR 302.4 or 40 CFR 355 Appendix A. 0 ) "Spill" means any unexpected, unintended, abnormal, or unapproved dumping, leakage, drainage, seepage, discharge or other loss of petroleum, hazardous substances, extremely hazardous substances, or objectionable substances. The term does not include releases to impermeable surfaces when the substance does not migrate off the surface or penetrate the surface and enter the soil. 16) "Spill response ", for purposes of this rule, means the following: A The spill is contained; and B Free material is removed or neutralized. 1 ) "Spill report" means an oral report that includes the following information about a spill, to the extent that the information is known at the time of the report: A The name, address, and telephone number of the person making the spill report. B The name, address, and telephone number of a contact person if different from clause (A). C The location of the spill. D The time of the spill. The identification of the substance spilled. F The approximate quantit of the substance that has been or may further be spilled. G The duration of the spilt. JE H� The source of the spill. 1) Name and location of the waters damaged. J The identity of any response orgonization responding to the spill. What measures have been or will be undertaken to perform a spill response. L Any other information that may be significant to the response action. 1' Waters , as defined in IC 13 -11 -2 -265, means the accumulations of water, surface and unerground, natural and artificial, public and rivate, or parts thereof, that are wholly or partially within, flow through, or border upon �he this state. term does not include any private pond or any off — stream pond, reservoir, or facility built for reduction or control of pollution or cooling of water prior to discharge unless the discharge from the pond, reservoir, or facility causes or threatens to cause water pollution. (Water Pollution Control Board; 327 IAC 2- 6.1 -4; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; errata filed Mar 7, 1997, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -5 Reportable spills; facility Authority: fC 13- 14 -8 -7 Affected' IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 5. The following spills from a facility must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2 ) Spills from a facility that has been notified in writing by a water utility that it is located in a delineated public water supply wellhead protection area as approved by the department under 327 IAC 8 -4.1 that are: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred 100) pounds or the reportable quantity, whichever is less; B spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or C spills of objectionable substances as defined in section 4(11) off this rule. 3 Spills that damage waters of the state and that: A are located within fifty (50) feet of a known private drinking water well located beyond the acility property boundary; or B) are located within one hundred (100) yards of: designated state resource to 327 IAC i) anyy high quality water as an outstanding pursuant —1 -2(3 excluding Lake Michigan; (�i) an water designated as exceptional use pursuant to 327 IAC 2- 13(a)(6) [sic., 327 IAC 2- 1- 3(a)(6 ]]and 327 IAC 2 -1— 1)(b); �101_a6�c�(`I), n water desi Hated as capable of supporting a salmonid fishery pursuant to 327 IAC �, excep� 3 o(iv) Lake Micigan; or any water that is a fish hatchery, fish and wildlife area, nature preserve, or recreational water Wi owned by the department of natural resources or the federal government. (4) For any spill which does not meet the criteria in subdivisions (1) through (3), the following must o be reported: CD A) Spills to surface waters: �i) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one o LO hundred (100) pounds or the reportable quantity, whichever is less; to the ii) spills of petroleum of such quantity as cause a sheen upon waters; or iii) spills of objectionable substances as defined in section 4(11) of this rule. E B) Spills to soil beyond the facility boundary: U �„ i) spills of hazardous substances or extremely hazardous substances when the amount spilled N exceeds one hundred (100) pounds or the reportable quantity, whichever is less; ii) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or M o iii,) spills of objectionable substances as defined in section 4(11) of this rule. 1i) o O 0Z N a C) Spills to soil within the facility boundary: spills of hazardous substances or extremely hazardous substances when the amount spilled � o exceeds the O -o oL reportable quantity ii) spills of petroleum when the spilled amount exceeds one thousand (1,000) gallons; or �� ��, �— iii) spills of objectionable substances as defined in section 4(11) of this rule. o Q r U L 5) Any spill for which a spill response has not been done. Water Po lution Control Board; 327 IAC 2- 6.1 -5; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1732; errata o :2 o iled Mar 7, 1997, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3: 23 p.m.: 24 IR 1518) ° Qo o J d 10 9 8 1 7 1 6 327 IAC 2 -6.1 -6 Reportable spills; transportation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 6. The following spills from a mode of transportation must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2) Spills that damage surface waters. (3) Spills to soil: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (B) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or (C) spills of objectionable substances as defined in section 4(11) of this rule. (4) Any spill for which a spill response has not been done. (Water Pollution Control Board; 327 IAC 2- 6.1 -6; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -7 Reportable spills; responsibilities Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 7. Any person who operates, controls, or maintains any mode of transportation or facility from which a spill occurs shall, upon discovery of a reportable spill to the soil or surface waters of the state, do the following: spilled material from entering (1) Contain the spill, if possible, to prevent p g the waters of the state. (2) Undertake or cause others to undertake activities needed to accomplish asp ill res po nse. (3) As soon as possible, but within two (2) hours of discovery, communicate a spill report to the Department of Environmental Management, Office of Environmental Response: Area Code 1- 888 - 233 -7745 for in —state calls (toll free), (317) 233 -7745 for out —of —state calls. If new or updated spill report information becomes known that indicates a significant increase in the likelihood of damage to the waters of the state, the responsible party shall notify the department as soon as possible but within two (2) hours of the time the new or updated information becomes known. (4) Submit to the Indiana Department of Environmental Management, Office of Land Quality, Emergency Response Section (MC 66 -30), 2525 N. Shadeland Ave., Suite 100, Indianapolis, IN 46219 -1787, a written copy of the spill report if requested WATER QUALITY STANDARDS Indiana Administrative Code Page 95 in writing by the department. (5) Except from modes of transportation other than pipelines, exercise due diligence and document attempts to notify the following: (A) For spills to surface water that cause damage, the nearest affected downstream water user located within ten (10) miles of the spill and in the state of Indiana; and (B) For spills to soil outside the facility boundary, the affected property owner or owners, operator or operators, or occupant or occupants. (Water Pollution Control Board; 327 IAC 2- 6.1 -7; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3: 23 p.m.: 24 IR 1518; errata filed Feb 6, 2006, 11:15 a.m.: 29 IR 1936; errata filed Oct 20, 2006, 10:08 a.m.: 20061101 —IR- 327060497ACA) 327 IAC 2 -6.1 -8 Emergency spill response actions Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 8. Notwithstanding any other section of this rule, emergency spill response actions take precedence over reporting requirements, and when emergency spill response activities render spill reporting inconsistent with effective response activities, communication of the spill report to the Indiana department of environmental management may be delayed. In situations where the spill report is delayed, the burden of proving the need for the delay shall be upon the responsible person. (Water Pollution Control Board; 327 IAC 2- 6.1 -8; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -9 Compliance confirmation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 9. When spill reporting and response, as provided for in this rule, has occurred, the department shall, upon request, issue a letter confirming compliance with this rule and stating that no further action is required under this rule. (Water Pollution Control Board; 327 IAC 2- 6.1 -9; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 8 1 7 1 6 5 SWPPP FOR CONSTRUCTION SITES 1 HYDROLOGIC UNIT CODE (14 DIGIT) — 05120201090030 2 IDENTIFICATION OF ALL RECEIVING WATERS — CITY OF CARMEL STORM SEWERS TO DRY DETENTION POND THEN TO THE COOL CREEK BRANCH /LITTLE COOL CREEK DITCH. WETLAND THRU CITY OF CARMEL STORM SEWER SYSTEM TO THE W.R. FERTIG WATERSHED. 3 PRE — CONSTRUCTION AND POST — CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) — 010 PRE NORTH 0.823 CFS, 010 PRE SOUTH 2.61 CFS, 010 POST NORTH 1.62 CFS 4 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C502. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO A EXTENDED DRY DETENTION. THE FIRST FLUSH WILL BE TREATED BY A COMBINATION OF VEGETATED SWALE FIRST THEN TO A INFILTRATION TRENCH. ON A HIGHER EVENT WATER WILL BE HELD IN THE EXTENDED DRY DETENTION, ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER — ONSITE DRY DETENTION PONDS/ WETLANDS. 6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS — SEE RIGHT MIDDLE OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501 AND C502. 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES — POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES — A. LOCATION — SEE SHEET C501 AND C502 B. DIMENSION — SEE SHEET C501 AND C502 C. DETAILED SPECIFICATIONS — SEE SHEET C503 —0506 D. CONSTRUCTION DETAILS — SEE SHEET C503 —0506 E. MONITOR AND MAINTENANCE GUIDELINES — SEE SHEET C503 —0506 9 GENERAL CONSTRUCTION SEQUENCE — SEE CONSTRUCTION SEQUENCE THIS SHEET. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS —SEE SHEET C501 FOR SOIL STOCKPILE 11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON — SEE SEASONAL SOIL PROTECTION CHART 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT — SEE DETAIL C506. 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2 -6 -1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH —OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON —SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON —PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF —SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. IN CASE OF A SPILL, APPROPRIATE STATE AND LOCAL AGENCIES SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. EMERGENCY RESPONSE NUMBERS: RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 CARMEL FIRE DEPARTMENT: (317) 571 -2600 CARMEL POLICE DEPARTMENT: (317) 571 -2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477 -8773 IDEM SPILL RESPONSE CENTER: (317) 233 -7745 NATIONAL RESPONSE CENTER (800)- 424 -8802 CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THE PROJECT SITE SEE THIS SHEET FOR INFORMATION 15 CURRENT REVISION DATE ON ALL SHEETS SEE TITLE BLOCK SWPPP FOR POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE — POTENTIAL POLLUTANTS FROM POST— CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. 2 POST — CONSTRUCTION STORMWATER QUALITY MEASURES — A. LOCATION — SEE SHEET C502. INFILTRATION TRENCH, VEGETATED SWALE, AND EXTENDED DRY DETENTION WILL BE UTILIZED B. DIMENSIONS — SEE SHEET C502 C. SIZING CALCULATIONS — SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS — SEE SHEET C503 E. CONSTRUCTION DETAILS — SEE SHEET C503 3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION —SEE CONSTRUCTION SEQUENCE, C505 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C502. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO A EXTENDED DRY DETENTION. THE FIRST FLUSH WILL BE TREATED BY A COMBINATION OF VEGETATED SWALE FIRST THEN TO A INFILTRATION TRENCH. ON A HIGHER EVENT WATER WILL BE HELD IN THE EXTENDED DRY DETENTION, ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST — CONSTRUCTION STORMWATER QUALITY MEASURES— SEE ATTACHED 0 &M 5 4 1 3 THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORM SEWERS AND SWALES, EARTHEN PADS FOR FUTURE HOUSING AND PUBLIC UTILITIES. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. CONSTRUCTION SEQUENCE: A.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 2. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. SAID SIGNS SHALL BE PLACED AT HERON CREEK DRIVE ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. A PRE — CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT. C. CONSTRUCTION ACCESS DRIVE — TOP SOIL STRIPPING & STONE PLACEMENT SHALL BE INSTALLED AS SHOWN ON PLANS AT ENTRANCE FROM PRIVATE DRIVE. D. PERIMETER EROSION CONTROL — SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES. E. INSTALL TEMPORARY SEDIMENT BASIN, EARTHEN DAMS, AND TEMPORARY DIVERSION SWALES F. EARTHWORK — TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED Q AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON DETENTION BASIN. DIRT FROM DETENTION BASIN TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET GRADING TO BE COMPLETED AS CONSTRUCTION PROGRESSES. FINISH GRADING OF DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE AND INSTALL EROSION CONTROL BLANKETS ON THE BANKS OF DETENTION BASIN IMMEDIATELY FOLLOWING COMPLETION OF DETENTION BASIN GRADING. INSTALL CONCRETE WASHOUT. INSTALL INFILTRATION TRENCH. SILT FENCE MUST BE PLACED ON BOTH SIDES OF TRENCH IF CONSTRUCTED AT THIS TIME OTHERWISE, INSTALL INFILTRATION TRENCH AFTER FINISH GRADING AND SEED IS ESTABLISHED. G. SANITARY SEWER — INSTALLATION OF GRAVITY SEWER SHALL BEGIN. DISTURBED AREAS TO BE TEMPORARY SEEDED AS CONSTRUCTION IS COMPLETED. LATERALS TO EACH LOT TO BE PUT IN PLACE AS MAIN LINE IS CONSTRUCTED. H. STORM SEWER — CURB INLETS, YARD INLETS, STORM PIPES, AND STREET UNDERDRAINS SHALL BE CONSTRUCTED AS WARRANTS. DRY DETENTION CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION OF DETENTION AREAS. PROTECTION TO BE PUT IN PLACE AS NOTED IN "F" ABOVE. SILT FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL. INSTALL KOIR WATTLE AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. I. UTILITIES — COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE TV AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. J. PAVEMENT — LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND KOIR WATTLES /COCONUT MAT SHALL BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. K. FINISH GRADING — FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AND SILT FENCE AROUND DRY DETENTION AREAS AND SWALES (VEGETATIVE & INFILTRATION) AS SHOWN ON PLANS. RIP —RAP TO BE INSTALLED AND /OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. INSTALL COCONUT MAT OVER INLETS. L. CLEANUP — CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. M. FINAL LANDSCAPING — INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. INSTALL PLANTS IN VEGETATIVE SWALES AS INDICATED IN DETAILS ON LANDSCAPE PLAN. REMOVE STRAW WATTLE WHEN VEGETATION HAS BEEN ESTABLISHED. N. INDIVIDUAL BUILDING CONSTRUCTION — REFERENCE DETAIL SHOWN ON C505 FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL MULTIPLE FAMILY DWELLING UNDER CONSTRUCTION. CONCRETE WASHOUT AND INLET PROTECTION TO REMAIN UNTIL BUILDING CONSTRUCTION IS COMPLETE. 0. PERMANENT SEED ALL AREAS OF DISTURBANCE. 4 - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY, Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. P.O. BOX 3782 Carmel, IN 46082 TELEPHONE: 317-966-2023 FAX. 317-580-9596 CONTACT PERSON: Justin Moffett —NOTE — THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 3 2 2 1 H W W z (4 II W x •—+ �O 00 --(IT O � O . 000000 IT O T-4 V-4 p M M 00 X w 0 O N w � w Ua �a O� Z O O Ln H U N M� W 1:4 a U W A �z a . V1 V1 w aw �> Q V1 w Z Z w H U 0 c� >4 o Z o o W w Q w w w w Q o N w� zM zQ zQ x� ao ° d � L5 W W W a� � C) w a a. ra ° M U m J J J J m —1 M M Cl C1 ° ° MMMMMMM 0000000 W 000aocoo41- H A N N CV O T O QI PO n PO cD I— OO w w U w w w ° w Z Z N O WC D W Lq w z F� Z�rr � v CD => W OZ w W o w� w W Q C) QQ -C 3: VV) wW Q o V) CD :2 Of < — U U (n U UU U ��cl-_ cl:�WWW Z WWwLLJI 0 [1- wWwwwwW Ln Ln LS�2L u) w �i � �� Ei,?�� 0., W W W CE E 22 lif ��,.��`� �, SH►E� '' %,, Off. No *PE10 • *= \�. JAMES E. SHIELDS, JR. P.E. 10201333 Z I4 SHEET NO C505 PROJECT NO. W07 -0134 Q) V IN A O H C/ VD d � W 0 C) w O �--�� E­1 co � C, N � r Lu. U � rx 0 �' C4 p � a a SHEET NO C505 PROJECT NO. W07 -0134 Q) V IN A i m 0 M. 7 1 6 ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A DEDICATED FUELING AREA. ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE SPILL MATERIAL AS THIS ONLY RESULTS IN ADDITIONAL REMEDIATION REQUIREMENTS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY ACCORDING TO LOCAL AND STATE LAWS. AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE. TRANSPORT THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION AND SPILL CONTAINMENT MATERIALS ARE LOCATED. EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND CLEANUP PROCEDURES. DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF, AND SHOULD BE LOCATED AT LEAST 50 FT AWAY FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN A LEVEL AREA. PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO CONTAIN SPILLS. NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE FUELING OPERATOR AT ALL TIMES. FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE GROUND STORAGE TANKS. INSPECTION AND MAINTENANCE VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR EQUIPMENT REMOVED FROM THE PROJECT SITE FOR REPAIR. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PERSONNEL KNOW THEIR STORAGE LOCATION. IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP MATERIALS ACCORDING TO LOCAL AND STATE LAWS. -7 ! 5 4 PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS 1. THE TOWNSHIP OPERATOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER, SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES. 2. TEMPORARY SEEDED AREAS ESTABLISHED BY THE DEVELOPER SHALL BE MAINTAINED BY THE HOMEBUILDER AND HIS SUB - CONTRACTORS. SILT FENCE PREVIOUSLY INSTALLED WILL BE MAINTAINED. 3. INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS DRIVE FROM THE HOUSE/ SITE TO THE STREET SHALL BE INSTALLED CONSISTING OF NUMBER 2 STONE, 6" THICK AND A MINIMUM OF 12' WIDE. TOP DRESS AS NEEDED, THIS SHALL BE UTILIZED FOR ACCESS TO THE HOUSE AND ANY MUD OR DIRT TRACKED INTO THE STREETS SHALL BE PROMPTLY REMOVED AND PLACED IN A STABLE AREA. WATER SHALL NOT BE USED TO FLUSH SILT, MUD, OR DEBRIS INTO STORM SEWER SYSTEM. 4. INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO LAND DISTURBANCE. A SILT FENCE IS TO BE INSTALLED ALONG THE BACK OF CURB AT THE FRONT PROPERTY LINE AND ALONG THE SWALE OR AT THE EDGE OF THE BUILDING AREA. THE SILT FENCE SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION (GRASS) IS ESTABLISHED. 5. MECHANICAL "HIGH LIFTS" SHALL OPERATE IN ONE OF THE FOLLOWING WAYS TO PREVENT SEDIMENT TRACKING. A. HIGH LIFTS SHALL NOT EXIT BUILDING AREAS ONTO PAVEMENT TO TO TRANSPORT BUILDING MATERIALS UNTIL COMPLETION OF PROJECT. B. ENTIRE BUILDING AREA SHALL BE MULCHED TO A SUFFICIENT AMOUNT THAT THE HIGH LIFT WILL NOT TRACK SEDIMENT AROUND OR FROM BUILDING SITE ONTO PAVEMENT. C. HIGH LIFT SHALL ONLY EXIT BUILDING AREA VIA CONSTRUCTION ENTRANCE. HIGH LIFT TIRES SHALL BE CLEANED PRIOR TO EXIT TO KEEP SEDIMENT ONSITE. 6. SEDIMENT DISCHARGE AND TRACKING MUST BE MINIMIZED THROUGHOUT THE LAND DISTURBING ACTIVITIES ON THE TOWNHOME BLOCK UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED. 7. CLEAN -UP OF ALL SEDIMENT THAT IS EITHER TRACKED OR WASHED ONTO ROADS. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND RULES. 8. ADJACENT TOWNHOMES BLOCKS DISTURBED BY ON INDIVIDUAL TOWNHOMES OPERATOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY OR PERMANENT SURFACE STABILIZATION. 9. WHEN TIME IS APPROPRIATE, AND AS SOON AS POSSIBLE, ROOF DOWN SPOUTS EXTENDERS OF A NON PERFORATED DRAIN TILE SHOULD BE EXTENDED TO THE STREETS OR OTHER SOLID OUTLETS UNTIL A LAWN IS ESTABLISHED. 10. FOR INDIVIDUAL TOWNHOME BLOCKS, FINAL STABILIZATION MEETING THE CRITERIA OF RULE 5 WILL BE ACHIEVED WHEN THE TOWNHOME OPERATOR: A. COMPLETES FINAL STABILIZATION; OR B. HAS INSTALLED APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OCCUPATION OF THE TOWNHOME BY THE OWNER AND HAS INFORMED THE OWNER OF THE REQUIREMENTS FOR, AND BENEFITS OF, FINAL STABILIZATION. I 4 3 N 0 IL SILT FENM O SMEYABD DBAINAM SWAM iOWN9WS TOWNHOME ROWf19Of9 ]1DWI�0]A8 .40oo/ OA8.1� 0.1&�fffi OABA� OAHA� 1 o l 0 0 CLMB RCM PR01MMON STREW SAMPLE STORMWATER POLLUTION PREVEN'T'ION PRACTICE PLAN FOR A TYPICAL MULTI -LINTY DWELLING UNDER CONSTRUCTION MULTI -iJNIT STORMWATER POLLUTION PREVENTION PLAN LEGEND PROPHRTY LIIdB/ DROP INLET � DRAINAGE 3R'AL8 PROTECITON 3 SILT FENCE FINISHED DRAINAGE MSnNG DRAWAGE 2 SOIL SALVAGE TION Q . . . ElIZ, . . . CURB INLET PROTECTION 1 • V-4\O00 y1 � o U 0 %o ri cS w qq 000 coo q ��c x .� .•� o u M M 00 � s w V A Qz a . V1 1.40 a� Go cv A H o z y W 0 kn 0 o o y. o W w w o O E- d w' W \ Ql \ W 00 wr z zQ zQ ,- o� �o `�' Qw w E- A U Q T }- m�m0000 0000000 W 000aocoov* E� MNNcN,TO Q I O n n M cD (- 00 CD w N FE w o Li Z N O w z wW w Z S5 z � ¢ ��oCD � 0 w Wzo� � W W °�ma�.pz o a w tj cD QO f U(3Ww " L_ W LL J cr- J A Ocn 0 uiOw Z �3� UU(nUUU Z cx ww�xwm wwww www O a- waaaa. a- m 000000 wwww www > m ul V) V) U) U) V) W, .�` ��. •G \ST E''• . No X'E1 . *= • IANP,.• JAMES E. SHIELDS, JR. P.E. 10201333 n� U W z O H z Wa -b nw 0 d Z w H M a 0 n � w cv q � W U 0 a E--q cs cs It 0 W U� a SHEET NO. C506 PROJECT NO. W07 -0134 ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES SOLID WASTE MANAGEMENT AND COLLECTION, STORAGE, AND PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION DISPOSAL OF MATERIALS DESCRIPTION AND PURPOSE DESCRIPTION AND PURPOSE DO NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, TO PREVENT OR REDUCE THE AMOUNT OF CONTAMINATION TO STORMWATER NATURAL DRAINAGE WAYS. DISPOSAL SHALL BE CONFINED TO AREAS NOT SUBJECT RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A "DRY SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO s AND CLEAN SITE ". THE BEST PRACTICE WOULD BE TO PERFORM MAINTENANCE PREVENT OR REDUCE THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO ACTIVITIES AT AN OFFSITE FACILITY WHENEVER POSSIBLE. IF THIS OPTION IS NOT STORMWATER FROM SOLID OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED RESTRICTION SHALL APPLY TO AREAS WHERE LIME STABILIZATION HAS BEEN FEASIBLE, THEN WORK SHOULD BE PERFORMED ONLY IN DESIGNATED AREAS, WASTE COLLECTION AREAS AND CONTAINERS, ENSURING REGULAR DISPOSAL, AND WHILE PROVIDING ADEQUATE COVER FOR MATERIALS STORED OUTSIDE, ROUTINELY TRAINING OF EMPLOYEES AND SUBCONTRACTORS. DESIGNATED AREAS. CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP ALL LITTERING ON THE PROJECT SITE IS PROHIBITED. SPILLS IMMEDIATELY. SUITABLE APPLICATIONS SUITABLE APPLICATIONS THIS PRACTICE IS APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING - LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, WASTES ARE GENERATED OR STORED: TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM LITTER AND DEBRIS THESE PROCEDURES ARE APPLICABLE FOR ALL CONSTRUCTION PROJECTS WHERE AN ONSITE STAGING YARD AREA IS NECESSARY FOR THE STORAGE AND SOLID WASTE GENERATED FROM DEMOLITION ACTIVITIES SUCH AS TREES OR SHRUBS, -DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A MAINTENANCE OF HEAVY CONSTRUCTION EQUIPMENT AND VEHICLES. DEMOLITION OF EXISTING STRUCTURES, AND NEW BUILDING CONSTRUCTION MATERIALS INCLUDING CONCRETE, MASONRY, WOOD, METAL, GLASS, RUBBER, TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS, TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. LIMITATIONS STYROFOAM, PAPER, PLASTIC, PIPE, ELECTRICAL COMPONENTS, AND PACKAGING MATERIALS. VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE PERFORMED ONSITE BROKEN UP, AND BE DISPOSED OF PROPERLY. WHEN IT IS IMPRACTICAL TO SEND THEM OFFSITE FOR MAINTENANCE AND REPAIR. DOMESTIC WASTES INCLUDE: FOOD CONTAINERS, BEVERAGE CONTAINERS, COFFEE TRANSPORTING VEHICLES AND /EQUIPMENT OFFSITE SHOULD BE DONE ONLY AT CUPS, PAPER BAGS, PLASTIC WRAPPERS, STYROFOAM, AND CIGARETTES THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. VEHICLE STORAGE AND CONSTRUCTION WASTES INCLUDING BRICK, MORTAR, TIMBER, STEEL AND METAL AREA INTO A BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE EQUIPMENT MAINTENANCE PROVIDES FORA POTENTIALLY SIGNIFICANT SOURCE OF SCRAPS, PIPE AND ELECTRICAL CUTTINGS, NON- HAZARDOUS EQUIPMENT PARTS, SITE SHOULD BE COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A STORMWATER POLLUTION. ONSITE ACTIVITIES THAT CAN CONTAMINATE STORMWATER STYROFOAM AND OTHER MATERIALS SEND TRANSPORT AND PACKAGE CONSTRUCTION INCLUDE GENERAL MAINTENANCE SUCH AS CHANGING OR REPLACEMENT OF FLUIDS -DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE AND FILTERS, ENGINE REPAIR AND SERVICE, AND OUTDOOR EQUIPMENT STORAGE MATERIALS THE SOURCE. COLLECTED LITTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT OR PARKING (FROM SOURCES SUCH AS THE ENGINE, OIL, FUEL, OR HYDRAULIC IMPLEMENTATION FLUID LEAKS). THE FOLLOWING STEPS WILL AID IN KEEPING THE SITE CLEAN AND REDUCE THE AGGREGATE BASE STOCKPILE OR DISPOSE OF PROPERLY. POTENTIAL FOR STORMWATER POLLUTION: DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN IMPLEMENTATION SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE THAT IS DOWNSTREAM FROM THE STORMWATER COLLECTION SYSTEM AND AT LEAST 50 FEET AWAY FROM ALL IF MAINTENANCE MUST OCCUR ONSITE, WORK SHOULD BE DONE ONLY IN WATERWAYS AND FLOOD PLAINS. DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME DESIGNATED AREAS LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED MAINTENANCE AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION INFORM THE TRASH - HAULING CONTRACTOR THAT ONLY WATERTIGHT DUMPSTERS FOR ASSOCIATED ACTIVITY. WHILE ACTIVITIES ARE IN PROGRESS, INSPECT EACH PRACTICE AND RUNOFF. THE MAINTENANCE AREA SHOULD BE LOCATED AT LEAST 50 FEET ONSITE USE WILL BE ACCEPTED. FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. STORE AN ADEQUATE AMOUNT OF SPILL CLEANUP MATERIALS ONSITE WHERE THEY INSPECT DUMPSTERS WHEN THEY REACH THE SITE FOR LEAKS. REJECT ANY DUMPSTER THAT IS NOT WATERTIGHT OR IS DEFECTIVE. CAN BE READILY ACCESSIBLE. KEEP ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE. INSURE THAT PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS TO KEEP JUDGMENT IN ANTICIPATING WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND RAINWATER OUT AND TO PREVENT LOSS OF MATERIALS DUE TO WINDY CONDITIONS. EQUIPMENT MAINTENANCE WORK THAT INVOLVES FLUIDS, UNLESS THE OBTAINED TO THE MATERIALS. MAINTENANCE WORK IS PERFORMED OVER AN IMPERMEABLE SURFACE WITHIN THE ALLOW FOR ADDITIONAL DUMPSTERS OR MORE FREQUENT PICKUPS DURING THE THE DUMPSTER OR PLACEMENT OF EXCESS MATERIAL ON THE GROUND. DEDICATED MAINTENANCE AREA DEMOLITION PHASE OF CONSTRUCTION TO INSURE TRASH MATERIALS DO NOT GET STORED ON THE GROUND. MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND USE ABSORBENT MATERIALS ON SMALL SPILL AREAS. REMOVE THE CONTAMINATED CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF THEM PROPERLY. HAVE SITE TRASH COLLECTED DAILY. DURING RAINY AND WINDY CONDITIONS IT MAY BE NECESSARY TO COLLECT TRASH MORE THAN ONCE A DAY. `~ ALL FUELING TRUCKS AND FUELING AREAS SHALL HAVE SPILL KITS AND /OR USE AND FLOOD PLAIN. OTHER ADEQUATE SPILL PROTECTION DEVICES. REMOVE SOLID WASTE MATERIALS PROMPTLY FROM THE SITE SINCE EROSION AND SEDIMENT CONTROL MEASURES TEND TO COLLECT TRASH WHICH HINDERS THE IMMEDIATELY REPAIR ALL LEAKS. IT IS PREFERRED THAT THE PROBLEM VEHICLE OR INSPECT ONSITE VEHICLES AND EQUIPMENT DAILY AT THE BEGINNING OF EACH EFFECTIVENESS OF THE EROSION CONTROL MEASURES. STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH DAY FOR LEAKS AND REPAIR IMMEDIATELY. KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD -UP OF TOXIC WASTE MATERIALS ONSITE IMPACTS. OIL, GREASE OR SILT MATERIALS THAT MAY CONTAMINATE OTHER PORTIONS OF THROUGH THE USE OF MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER. THE SITE. INSURE THAT TOXIC LIQUID WASTES SUCH AS USED OILS, SOLVENTS, AND PAINTS AND CHEMICALS SUCH AS ACIDS, PESTICIDES, ADDITIVES, AND CURING COMPOUNDS INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED IN PROPER MAINTENANCE ARE NOT DISPOSED OF IN DUMPSTERS DESIGNATED FOR CONSTRUCTION DEBRIS BUT SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO AND SPILL MEDIATION PROCEDURES. ARE PROPERLY DISPOSED OF ACCORDING TO LOCAL AND STATE LAWS. FLOODING OR PONDING AND SHOULD BE LOCATED AT LEAST 50 FT FROM STORM PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEANUP DO NOT WASH OUT DUMPSTERS ON THE CONSTRUCTION SITE. DUMPSTER CLEANING MATERIALS PER LOCAL AND STATE LAWS. SHOULD BE THE RESPONSIBILITY OF THE TRASH HAULING CONTRACTOR. DESCRIPTION AND PURPOSE SEPARATE AND RECYCLE WASTES SUCH AS GREASES, USED OIL, HYDRAULIC FLUID, ARRANGE FOR REGULAR WASTE COLLECTION BEFORE DUMPSTERS OVERFLOW. DO INSPECTION AND MAINTENANCE OIL FILTERS, ANTIFREEZE, CLEANING SOLVENTS, BATTERIES, AND TRANSMISSION NOT PILE MATERIAL ABOVE THE DUMPSTER SIDE OR ALLOW MATERIAL TO DRAPE FLUIDS. IF THESE MATERIALS ARE STORED ONSITE, PROVIDE ADEQUATE SECONDARY OVER THE SIDES. PREVENT FUEL SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF CONTAINMENT AND COVERS. INSPECT AND VERIFY THAT ACTIVITY -BASED PRACTICES ARE IN PLACE PRIOR TO THE IMMEDIATELY CLEAN UP DUMPSTER SHOULD A SPILL OCCUR. DO NOT PLACE USED OIL IN AN UNAPPROVED DUMPSTER, POUR INTO A STORM FUELING IN DESIGNATED ONSITE AREAS ONLY, ENCLOSING OR COVERING STORED DRAIN OR WATERCOURSE, OR POUR ONTO THE GROUND. MAKE SURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED, AND DISPOSED a) OF IN A TIMELY MANOR BY AN AUTHORIZED DISPOSAL CONTRACTOR. DRIP PANS OR PLASTIC SHEETING SHOULD BE PLACED UNDER ALL VEHICLES AND SUBCONTRACTORS IN PROPER FUELING EQUIPMENT PLACED ON WATERWAY DOCKS, BARGES, OR OTHER STRUCTURES INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE LOCATED OVER WATER BODIES WHEN THE VEHICLE OR EQUIPMENT IS ANTICIPATED TO BE IDLE FOR MORE THAN ONE HOUR. DO NOT BURY OR BURN USED TIRES. 7 1 6 ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A DEDICATED FUELING AREA. ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE SPILL MATERIAL AS THIS ONLY RESULTS IN ADDITIONAL REMEDIATION REQUIREMENTS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY ACCORDING TO LOCAL AND STATE LAWS. AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE. TRANSPORT THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION AND SPILL CONTAINMENT MATERIALS ARE LOCATED. EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND CLEANUP PROCEDURES. DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF, AND SHOULD BE LOCATED AT LEAST 50 FT AWAY FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN A LEVEL AREA. PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO CONTAIN SPILLS. NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE FUELING OPERATOR AT ALL TIMES. FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE GROUND STORAGE TANKS. INSPECTION AND MAINTENANCE VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR EQUIPMENT REMOVED FROM THE PROJECT SITE FOR REPAIR. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PERSONNEL KNOW THEIR STORAGE LOCATION. IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP MATERIALS ACCORDING TO LOCAL AND STATE LAWS. -7 ! 5 4 PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS 1. THE TOWNSHIP OPERATOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER, SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES. 2. TEMPORARY SEEDED AREAS ESTABLISHED BY THE DEVELOPER SHALL BE MAINTAINED BY THE HOMEBUILDER AND HIS SUB - CONTRACTORS. SILT FENCE PREVIOUSLY INSTALLED WILL BE MAINTAINED. 3. INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS DRIVE FROM THE HOUSE/ SITE TO THE STREET SHALL BE INSTALLED CONSISTING OF NUMBER 2 STONE, 6" THICK AND A MINIMUM OF 12' WIDE. TOP DRESS AS NEEDED, THIS SHALL BE UTILIZED FOR ACCESS TO THE HOUSE AND ANY MUD OR DIRT TRACKED INTO THE STREETS SHALL BE PROMPTLY REMOVED AND PLACED IN A STABLE AREA. WATER SHALL NOT BE USED TO FLUSH SILT, MUD, OR DEBRIS INTO STORM SEWER SYSTEM. 4. INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO LAND DISTURBANCE. A SILT FENCE IS TO BE INSTALLED ALONG THE BACK OF CURB AT THE FRONT PROPERTY LINE AND ALONG THE SWALE OR AT THE EDGE OF THE BUILDING AREA. THE SILT FENCE SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION (GRASS) IS ESTABLISHED. 5. MECHANICAL "HIGH LIFTS" SHALL OPERATE IN ONE OF THE FOLLOWING WAYS TO PREVENT SEDIMENT TRACKING. A. HIGH LIFTS SHALL NOT EXIT BUILDING AREAS ONTO PAVEMENT TO TO TRANSPORT BUILDING MATERIALS UNTIL COMPLETION OF PROJECT. B. ENTIRE BUILDING AREA SHALL BE MULCHED TO A SUFFICIENT AMOUNT THAT THE HIGH LIFT WILL NOT TRACK SEDIMENT AROUND OR FROM BUILDING SITE ONTO PAVEMENT. C. HIGH LIFT SHALL ONLY EXIT BUILDING AREA VIA CONSTRUCTION ENTRANCE. HIGH LIFT TIRES SHALL BE CLEANED PRIOR TO EXIT TO KEEP SEDIMENT ONSITE. 6. SEDIMENT DISCHARGE AND TRACKING MUST BE MINIMIZED THROUGHOUT THE LAND DISTURBING ACTIVITIES ON THE TOWNHOME BLOCK UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED. 7. CLEAN -UP OF ALL SEDIMENT THAT IS EITHER TRACKED OR WASHED ONTO ROADS. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND RULES. 8. ADJACENT TOWNHOMES BLOCKS DISTURBED BY ON INDIVIDUAL TOWNHOMES OPERATOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY OR PERMANENT SURFACE STABILIZATION. 9. WHEN TIME IS APPROPRIATE, AND AS SOON AS POSSIBLE, ROOF DOWN SPOUTS EXTENDERS OF A NON PERFORATED DRAIN TILE SHOULD BE EXTENDED TO THE STREETS OR OTHER SOLID OUTLETS UNTIL A LAWN IS ESTABLISHED. 10. FOR INDIVIDUAL TOWNHOME BLOCKS, FINAL STABILIZATION MEETING THE CRITERIA OF RULE 5 WILL BE ACHIEVED WHEN THE TOWNHOME OPERATOR: A. COMPLETES FINAL STABILIZATION; OR B. HAS INSTALLED APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OCCUPATION OF THE TOWNHOME BY THE OWNER AND HAS INFORMED THE OWNER OF THE REQUIREMENTS FOR, AND BENEFITS OF, FINAL STABILIZATION. I 4 3 N 0 IL SILT FENM O SMEYABD DBAINAM SWAM iOWN9WS TOWNHOME ROWf19Of9 ]1DWI�0]A8 .40oo/ OA8.1� 0.1&�fffi OABA� OAHA� 1 o l 0 0 CLMB RCM PR01MMON STREW SAMPLE STORMWATER POLLUTION PREVEN'T'ION PRACTICE PLAN FOR A TYPICAL MULTI -LINTY DWELLING UNDER CONSTRUCTION MULTI -iJNIT STORMWATER POLLUTION PREVENTION PLAN LEGEND PROPHRTY LIIdB/ DROP INLET � DRAINAGE 3R'AL8 PROTECITON 3 SILT FENCE FINISHED DRAINAGE MSnNG DRAWAGE 2 SOIL SALVAGE TION Q . . . ElIZ, . . . CURB INLET PROTECTION 1 • V-4\O00 y1 � o U 0 %o ri cS w qq 000 coo q ��c x .� .•� o u M M 00 � s w V A Qz a . V1 1.40 a� Go cv A H o z y W 0 kn 0 o o y. o W w w o O E- d w' W \ Ql \ W 00 wr z zQ zQ ,- o� �o `�' Qw w E- A U Q T }- m�m0000 0000000 W 000aocoov* E� MNNcN,TO Q I O n n M cD (- 00 CD w N FE w o Li Z N O w z wW w Z S5 z � ¢ ��oCD � 0 w Wzo� � W W °�ma�.pz o a w tj cD QO f U(3Ww " L_ W LL J cr- J A Ocn 0 uiOw Z �3� UU(nUUU Z cx ww�xwm wwww www O a- waaaa. a- m 000000 wwww www > m ul V) V) U) U) V) W, .�` ��. •G \ST E''• . No X'E1 . *= • IANP,.• JAMES E. SHIELDS, JR. P.E. 10201333 n� U W z O H z Wa -b nw 0 d Z w H M a 0 n � w cv q � W U 0 a E--q cs cs It 0 W U� a SHEET NO. C506 PROJECT NO. W07 -0134 DEWATERING PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION OF THE PROJECT. SEDIMENT LADEN WATER SHALL NOT BE PUMPED TO STORM SEWER OUTLETS OR DO NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, NATURAL DRAINAGE WAYS. DISPOSAL SHALL BE CONFINED TO AREAS NOT SUBJECT OPEN DITCHES, STREETS, OR WATERWAYS. TO SHEET FLOW RUNOFF WHERE THE EFFLUENT CAN BE DRIED OUT. THIS RESTRICTION SHALL APPLY TO AREAS WHERE LIME STABILIZATION HAS BEEN DO NOT ALLOW EXCESS CONCRETE OR MORTAR TO BE DUMPED ONSITE, EXCEPT IN IMPLEMENTED. DESIGNATED AREAS. LITTERING ON THE PROJECT SITE IS PROHIBITED. FOR ONSITE WASHOUT AREAS: - LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM LITTER AND DEBRIS OR WATERWAYS. SHOULD BE REMOVED FROM DRAINAGE GRATES, TRASH RACKS, AND DITCHES DAILY. -DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS, TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. -WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE FIELD TRAILER AREAS, AND AREAS UTILIZED FOR LUNCH AND BREAK PERIODS. BROKEN UP, AND BE DISPOSED OF PROPERLY. -AVOID CREATING UNNECESSARY RUNOFF BY DRAINING WATER FROM THE WASHOUT DOMESTIC TRASH FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE AREA INTO A BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE SITE SHOULD BE COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A PARTICLES AND EXPOSE THE AGGREGATE. MINIMUM. DOMESTIC TRASH SHOULD BE COLLECTED FROM THE SITE REGARDLESS OF -DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE THE SOURCE. COLLECTED LITTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT STREET OR STORM DRAIN SYSTEM. COLLECT AND RETURN SWEEPINGS TO TO THE STORMWATER DRAINAGE SYSTEMS OR WATERWAYS. AGGREGATE BASE STOCKPILE OR DISPOSE OF PROPERLY. DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN INSPECTION AND MAINTENANCE THE SOLID WASTE GENERATED BY THE PROJECT. DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME INSPECT AND VERIFY THAT PRACTICES ARE IN PLACE PRIOR TO THE START OF EACH FULL AND THE CONTENTS DISPOSED OF BY THE TRASH HAULING CONTRACTOR. ASSOCIATED ACTIVITY. WHILE ACTIVITIES ARE IN PROGRESS, INSPECT EACH PRACTICE WEEKLY TO VERIFY CONTINUED IMPLEMENTATION. CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED FROM THE SITE WEEKLY OR MORE FREQUENTLY AS REQUIRED. THE CONTRACTOR SHOULD USE THEIR BEST KEEP ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE. INSURE THAT JUDGMENT IN ANTICIPATING WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A ALL EMPLOYEES ARE AWARE OF MATERIAL STORAGE LOCATIONS AND ACCESS CAN BE PICKUP IN ADVANCE OF THE DUMPSTER BEING FULL TO PREVENT OVER TOPPING OF OBTAINED TO THE MATERIALS. THE DUMPSTER OR PLACEMENT OF EXCESS MATERIAL ON THE GROUND. MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED REPLACE ANY CONTAINERS FOUND TO BE DEFECTIVE. IN AN ORDERLY MANNER AWAY FROM THE STORM DRAINAGE SYSTEM, WATERWAYS, AND FLOOD PLAIN. VEHICLES AND EQUIPMENT SHOULD BE INSPECTED AT THE START OF EACH DAY. IMMEDIATELY REPAIR ALL LEAKS. IT IS PREFERRED THAT THE PROBLEM VEHICLE OR STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH EQUIPMENT BE REMOVED FROM THE PROJECT SITE FOR REPAIRS TO MINIMIZE THE USE OF BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR ONSITE IMPACTS. THROUGH THE USE OF MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER. INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO REPAIR OR REPLACE FAULTY COMPONENTS. FLOODING OR PONDING AND SHOULD BE LOCATED AT LEAST 50 FT FROM STORM DRAINAGE SYSTEMS AND WATERWAYS. DESCRIPTION AND PURPOSE INSPECTION AND MAINTENANCE VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT FUEL SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF INSPECT AND VERIFY THAT ACTIVITY -BASED PRACTICES ARE IN PLACE PRIOR TO THE SOILS AND STORMWATER. THIS CAN BE ACCOMPLISHED BY USING OFFSITE FACILITIES, START OF CONSTRUCTION IN THAT AREA. INSPECT EACH PRACTICE WEEKLY TO FUELING IN DESIGNATED ONSITE AREAS ONLY, ENCLOSING OR COVERING STORED VERIFY IMPLEMENTATION. MATERIAL, UTILIZING SPILL CONTROLS, AND TRAINING EMPLOYEES AND SUBCONTRACTORS IN PROPER FUELING INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE PROCEDURES. MATERIALS ARE BEING DISPOSED OF PROPERLY. LIMITATION ARRANGE FOR REGULAR WASTE COLLECTION WITH A TRASH HAULING CONTRACTOR. � ONSITE VEHICLE AND EQUIPMENT FUELING SHOULD ONLY BE DONE WHEN IT IS NOT CONCRETE AND MASONRY WASHOUT AREAS FEASIBLE TO SEND VEHICLES AND EQUIPMENT OFFSITE FOR FUELING. VEHICLES AND EQUIPMENT ENTERING AND EXITING THE SITE SHOULD ALWAYS BE DONE AT THE THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM STABILIZED CONSTRUCTION ENTRANCE /EXIT. CONCRETE AND MASONRY WASTES: DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES DESCRIBED, SUCH AS HANDLING OF CONCRETE WASTE AND WASHOUT IMPLEMENTATION. AREAS WITH THE READY -MIX CONCRETE SUPPLIER BEFORE ANY DELIVERIES ARE MADE. DISCUSS MASONRY WASTE MANAGEMENT TECHNIQUES WITH THE MASONRY THE USE OF OFFSITE FUELING STATIONS IS ENCOURAGED WHENEVER FEASIBLE. CONTRACTORS FOR THE CONTROL OF CEMENT MIXER WASHOUT AREAS. THESE FACILITIES ARE EQUIPPED TO HANDLE FUELING AND SPILLS PROPERLY. PERFORMING THIS WORK OFFSITE MAY BE MORE ECONOMICAL BY ELIMINATING THE 3 INCORPORATE REQUIREMENTS FOR CONCRETE AND MASONRY WASTE MANAGEMENT NEED FOR A SEPARATE DESIGNATED FUELING AREA AND CONTAINMENT MEASURES INTO MATERIAL SUPPLIER AND SUBCONTRACTOR AGREEMENTS. ONSITE. M STORE DRY AND LIQUID MATERIALS IN A COVERED AREA AWAY FROM DRAINAGE DISCOURAGE EMPLOYEES FROM "TOPPING -OFF" FUEL TANKS TO PREVENT 0 AREAS. PREVENT MASONRY SAND STOCKPILE FROM WASHING INTO STREETS, STORM UNNECESSARY SPILLS. ° DRAINAGE SYSTEMS, AND WATERWAYS. ABSORBENT SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE IN E3 AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR MORTAR. ONSITE FUELING AREAS AND ON MOBILE FUELING TRUCKS. PROPERLY DISPOSE OF u USED MATERIALS AFTER USE. / PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. E c a O U I., N c O / 0 Z N r- O ja o O � N Y Ow 3 O N O+ N — Q =o L Uwm z g 0 ��-: �7-w �E� Qow� Ur F-O og ao_j in �? 7 1 6 ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A DEDICATED FUELING AREA. ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE SPILL MATERIAL AS THIS ONLY RESULTS IN ADDITIONAL REMEDIATION REQUIREMENTS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY ACCORDING TO LOCAL AND STATE LAWS. AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE. TRANSPORT THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION AND SPILL CONTAINMENT MATERIALS ARE LOCATED. EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND CLEANUP PROCEDURES. DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF, AND SHOULD BE LOCATED AT LEAST 50 FT AWAY FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN A LEVEL AREA. PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO CONTAIN SPILLS. NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE FUELING OPERATOR AT ALL TIMES. FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE GROUND STORAGE TANKS. INSPECTION AND MAINTENANCE VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR EQUIPMENT REMOVED FROM THE PROJECT SITE FOR REPAIR. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PERSONNEL KNOW THEIR STORAGE LOCATION. IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP MATERIALS ACCORDING TO LOCAL AND STATE LAWS. -7 ! 5 4 PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS 1. THE TOWNSHIP OPERATOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER, SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES. 2. TEMPORARY SEEDED AREAS ESTABLISHED BY THE DEVELOPER SHALL BE MAINTAINED BY THE HOMEBUILDER AND HIS SUB - CONTRACTORS. SILT FENCE PREVIOUSLY INSTALLED WILL BE MAINTAINED. 3. INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS DRIVE FROM THE HOUSE/ SITE TO THE STREET SHALL BE INSTALLED CONSISTING OF NUMBER 2 STONE, 6" THICK AND A MINIMUM OF 12' WIDE. TOP DRESS AS NEEDED, THIS SHALL BE UTILIZED FOR ACCESS TO THE HOUSE AND ANY MUD OR DIRT TRACKED INTO THE STREETS SHALL BE PROMPTLY REMOVED AND PLACED IN A STABLE AREA. WATER SHALL NOT BE USED TO FLUSH SILT, MUD, OR DEBRIS INTO STORM SEWER SYSTEM. 4. INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO LAND DISTURBANCE. A SILT FENCE IS TO BE INSTALLED ALONG THE BACK OF CURB AT THE FRONT PROPERTY LINE AND ALONG THE SWALE OR AT THE EDGE OF THE BUILDING AREA. THE SILT FENCE SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION (GRASS) IS ESTABLISHED. 5. MECHANICAL "HIGH LIFTS" SHALL OPERATE IN ONE OF THE FOLLOWING WAYS TO PREVENT SEDIMENT TRACKING. A. HIGH LIFTS SHALL NOT EXIT BUILDING AREAS ONTO PAVEMENT TO TO TRANSPORT BUILDING MATERIALS UNTIL COMPLETION OF PROJECT. B. ENTIRE BUILDING AREA SHALL BE MULCHED TO A SUFFICIENT AMOUNT THAT THE HIGH LIFT WILL NOT TRACK SEDIMENT AROUND OR FROM BUILDING SITE ONTO PAVEMENT. C. HIGH LIFT SHALL ONLY EXIT BUILDING AREA VIA CONSTRUCTION ENTRANCE. HIGH LIFT TIRES SHALL BE CLEANED PRIOR TO EXIT TO KEEP SEDIMENT ONSITE. 6. SEDIMENT DISCHARGE AND TRACKING MUST BE MINIMIZED THROUGHOUT THE LAND DISTURBING ACTIVITIES ON THE TOWNHOME BLOCK UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED. 7. CLEAN -UP OF ALL SEDIMENT THAT IS EITHER TRACKED OR WASHED ONTO ROADS. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND RULES. 8. ADJACENT TOWNHOMES BLOCKS DISTURBED BY ON INDIVIDUAL TOWNHOMES OPERATOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY OR PERMANENT SURFACE STABILIZATION. 9. WHEN TIME IS APPROPRIATE, AND AS SOON AS POSSIBLE, ROOF DOWN SPOUTS EXTENDERS OF A NON PERFORATED DRAIN TILE SHOULD BE EXTENDED TO THE STREETS OR OTHER SOLID OUTLETS UNTIL A LAWN IS ESTABLISHED. 10. FOR INDIVIDUAL TOWNHOME BLOCKS, FINAL STABILIZATION MEETING THE CRITERIA OF RULE 5 WILL BE ACHIEVED WHEN THE TOWNHOME OPERATOR: A. COMPLETES FINAL STABILIZATION; OR B. HAS INSTALLED APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OCCUPATION OF THE TOWNHOME BY THE OWNER AND HAS INFORMED THE OWNER OF THE REQUIREMENTS FOR, AND BENEFITS OF, FINAL STABILIZATION. I 4 3 N 0 IL SILT FENM O SMEYABD DBAINAM SWAM iOWN9WS TOWNHOME ROWf19Of9 ]1DWI�0]A8 .40oo/ OA8.1� 0.1&�fffi OABA� OAHA� 1 o l 0 0 CLMB RCM PR01MMON STREW SAMPLE STORMWATER POLLUTION PREVEN'T'ION PRACTICE PLAN FOR A TYPICAL MULTI -LINTY DWELLING UNDER CONSTRUCTION MULTI -iJNIT STORMWATER POLLUTION PREVENTION PLAN LEGEND PROPHRTY LIIdB/ DROP INLET � DRAINAGE 3R'AL8 PROTECITON 3 SILT FENCE FINISHED DRAINAGE MSnNG DRAWAGE 2 SOIL SALVAGE TION Q . . . ElIZ, . . . CURB INLET PROTECTION 1 • V-4\O00 y1 � o U 0 %o ri cS w qq 000 coo q ��c x .� .•� o u M M 00 � s w V A Qz a . V1 1.40 a� Go cv A H o z y W 0 kn 0 o o y. o W w w o O E- d w' W \ Ql \ W 00 wr z zQ zQ ,- o� �o `�' Qw w E- A U Q T }- m�m0000 0000000 W 000aocoov* E� MNNcN,TO Q I O n n M cD (- 00 CD w N FE w o Li Z N O w z wW w Z S5 z � ¢ ��oCD � 0 w Wzo� � W W °�ma�.pz o a w tj cD QO f U(3Ww " L_ W LL J cr- J A Ocn 0 uiOw Z �3� UU(nUUU Z cx ww�xwm wwww www O a- waaaa. a- m 000000 wwww www > m ul V) V) U) U) V) W, .�` ��. •G \ST E''• . No X'E1 . *= • IANP,.• JAMES E. SHIELDS, JR. P.E. 10201333 n� U W z O H z Wa -b nw 0 d Z w H M a 0 n � w cv q � W U 0 a E--q cs cs It 0 W U� a SHEET NO. C506 PROJECT NO. W07 -0134 O U a� E c a o LO U M p1 N N � d co O O O n N O / O 0 Q O � Y O :3 p 2O Qj U W m Z � O� �La U >-wO °:� oa 3 I 0 ° N O LO U M V 0 U 1-� N o o ° � N jO ° :3 a N 01 N �,N :3 S ° Q (0 Z �o g ,_ w UO O Ogc� r 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 W20 -1 (48x48) ROAD ROAD CONSTRUCTION AHEAD A�AD 0 ° �1 A O a O EXI.' Z rROA SP I I I \�8'47'OOE 153.03' -_ 58000'09£ 157.32' HELEN KL'E1V COURT 0 %0 TAPER W21 -5 (30x30) SHOULDER WORK VROAD W20 -1 (48x48) ROAD CONSTRUCTION AHEAD FOR SHOULDER WORD 1ANCE OF TRAFFIC LEGEND n Type Barricades (INDOT Spec. 09) Spaced as Noted With Type C dy Burn Lights. person — Must meet Section 6F iirements in the Indiana Manual Jniform Traffic Control Devices for ets and Highways — 2008 �NCED WARNING SIGN ►E SIGN NOTES: W20 -1 (48x48) ROAD WORK CONSTRUCTION AHEAD AHEAD W20 -4 (48x48) ONE LANE ROAD ONE D AHEAD AHEAD PLAQUE (24x18) 100 FEET , W20 -7A (48x48) FLAGMAN AHEAD - i FLAGGER – TAPER' TAPER �P20 -4 (48x48) ONE LANE ROAD "'�� L`�'� N ROAD AHEAD AHEAD PLAQUE (24x18) 100 FEET W20 -7A (48x48) FLAGMAN AHEAD FLAGGER ,4-s TAPER \dB8'47.00�E ,53 -03' 1) THE ADVANCE FLAGGER SIGN IS INTENDED FOR i• •� �0 00 � O � TYPE 'A' FLASHERS SPACED EVERY 100' USE IN ADVANCE OF ANY POINT AT WHICH A BUFFER I 2; W20 -1 (48X48) ROAD CONSTRUCTION AHEAD FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC - G20 -2 (60X24) END CONSTRUCTION IN EACH DIRECTION AT ALL TIMES. IF CONSTRUCTION OPERATIONS ENTER A LANE OF THROUGH A CONSTRUCTION MAINTENANCE PROJECT." W20 —"7a (48X48 FLAGMAN AHEAD TRAFFIC, THEN 2 FLAGGERS AND ONE LANE 4: THE SIGN WILL ONLY BE IN PLACE WHEN THE REDUCTION WILL BE ALLOWED. HOWEVER THE LANE 2; r-.j6t FLAGGER IS WORKING THEIR STATION. " THE SIGN 61: DRUM TYPE BARRICADES (INDOT SPEC 801.09) STREET CLOSINGS PERMITTED. SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED SPACED AS NOTED. Oa TO FACE AWAY FROM THE ROADWAY WHENEVER THE TAPER / e � U FLAGGER IS NOT AT THE STATION. O WQ ° FLAG 2) THE FLAG PERSON SHALL MEET ALL W REQUIREMENTS OF SECTION 6F, IN THE INDIANA � MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR !w '80-00,09. HELEN KEEN COUR T STREETS AND HIGHWAYS DATED 2008 AND ALL U 0 SUBSEQUENT REVISIONS. G20 -2 60x24 0 W20 -7 0.26' END CONSTRUCTION W " W W � 3) THE BARRICADES SHALL BE MOVED TO THE EDGE / PLAQ� tNE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO W o ALLOW FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH v Z o a THE CONSTRUCTION AREA. LANE e A HEAD A 4) FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT o TIMES OF NO CONSTRUCTION S80-00,09.E 152 HELEN KEEN CURT NE LANE ROAD 0 FEET - --._�_ .._ _._ ___._-- •__- -.. -.• II O^o W20 -1 (48s48) ROAD 5) THE CONSTRUCTION AHEAD SIGN SHALL ALSO BE � CONSTRUCTION AHEAD COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. 6) THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2000 AND ALL SUBSEQUENT REVISIONS. 7) ANY DROP OFF ADJACENT TO THE TRAVEL LANET SOUTHBOUND WHICH r:Xl:Y:r:LJ 4 MUJ�1� riAVr: '1�YYr: 11 llKUMJ WITH • U •� �0 00 � O � TYPE 'A' FLASHERS SPACED EVERY 100' SIGNAGE SCHEDULE 8) DURING THE COURSE OF CONSTRUCTION OF THIS 2; W20 -1 (48X48) ROAD CONSTRUCTION AHEAD PROJECT, THE CONTRACTOR SHALL KEEP OPEN LANES 2: G20 -2 (60X24) END CONSTRUCTION IN EACH DIRECTION AT ALL TIMES. IF CONSTRUCTION OPERATIONS ENTER A LANE OF 2: W20 —"7a (48X48 FLAGMAN AHEAD TRAFFIC, THEN 2 FLAGGERS AND ONE LANE 4: PLAQUE (24x18) 100 FEET REDUCTION WILL BE ALLOWED. HOWEVER THE LANE 2; W21 -5 (30X30) SHOULDER WORK WITH FLASHERS MUST BE REOPENED THAT DAY. THERE WILL BE NO 61: DRUM TYPE BARRICADES (INDOT SPEC 801.09) STREET CLOSINGS PERMITTED. M SPACED AS NOTED. 7 6 5 G! W20 -1 (48x48) ROAD ROAD I WORK CONSTRUCTION AHEAD AHEAD ° 0 �P20 -4 (48x48) ONE LANE ROAD O1'� L'D ROAD AHEAD AHEAD 0 PLAQUE (24x18) 100 FEET — � CD W20 -7A (48x48) FLAGMAN AHEAD 2 1 1 CD ° FLAGGER Wf� � _ 11 • W20 -4 (48x48) ONE LANE ROAD " "t LIUNt D ROAD AHEAD � AHEAD 0 �� PLAQUE (24218) 100 FEET W20 -7A (48x48) FLAGMAN AHEAD 0 o� FLAGGER ° 0 .4 G20 -2 (60x24) END CONSTRUCTION —� FOR ROAD CUT WORD 3 • 0 • A 04 A 0 ►'y o°o rn N A � w� .z W W � O w – G20 -2 (60x24) U END CONSTRUCTION � 0 0 z w z i o U TAPER ❑❑o ONE WAY OnT M �» o FFER E° U Q L�� Q w w� zM zUQ z< 00 O U w w a w -C4 x E- M U m J J J J TAPER 0000000 FLAGGER w o 0 0 Go CD o Q 4 r7 r7 r7 cD I� 00 W20 -7A (48x48) G AHEAD CD W 2111 w PLAQUE (24x18) 100 IMET Z o 2-1 Z W w w z ° oAD W20 -4 (48v-8) ONE LANE ROAD J W Q CD wo CD AHEAD AHEAD s W z Z � J -0 U W W O W Z W a M(� Q O��Owow ME �? Q -Q UUCnU UUU Ci IY of O` of 0` 0` Z wwwwwww O aaaawrzw °000000 W W W W W W W ��n S�2 �-nLn u) V) w Eli E�Ei Eli ��i�> SHIES ••oSTER•.. >: • %L xl Esnn,c � ��///1111111111111��\ \ z,., ASPHALT ROAD WA J 90-11� JAMES E. SHIELDS, JR. P.E. 10201333 ° TAPER Ln a) BUFFER e i TAPER R FLAGGER 0 0 PLAQUE (24x18) 100 FEET 0 0 ONE LANE W20 -4 (48x48) ONE LANE ROAD A> AHEAD O ROAD W20 -1 (48x48) ROAD WORK AHEAD CONSTRUCTION AHEAD NORTHBOUND � �a SCALE: 1 " = 50' 0 25' 50' 100' 1 U • U •� �0 00 � O � w U (lei IT 11, tn E-4 0 H 00 00 ' �+ V MM00 {_yJ 0 1�i rTl M Oa — � U O WQ 2 W � !w '80-00,09. HELEN KEEN COUR T U 0 � 0 0.26' �•,� W " W W � N Q a > ^ CD ° FLAGGER Wf� � _ 11 • W20 -4 (48x48) ONE LANE ROAD " "t LIUNt D ROAD AHEAD � AHEAD 0 �� PLAQUE (24218) 100 FEET W20 -7A (48x48) FLAGMAN AHEAD 0 o� FLAGGER ° 0 .4 G20 -2 (60x24) END CONSTRUCTION —� FOR ROAD CUT WORD 3 • 0 • A 04 A 0 ►'y o°o rn N A � w� .z W W � O w – G20 -2 (60x24) U END CONSTRUCTION � 0 0 z w z i o U TAPER ❑❑o ONE WAY OnT M �» o FFER E° U Q L�� Q w w� zM zUQ z< 00 O U w w a w -C4 x E- M U m J J J J TAPER 0000000 FLAGGER w o 0 0 Go CD o Q 4 r7 r7 r7 cD I� 00 W20 -7A (48x48) G AHEAD CD W 2111 w PLAQUE (24x18) 100 IMET Z o 2-1 Z W w w z ° oAD W20 -4 (48v-8) ONE LANE ROAD J W Q CD wo CD AHEAD AHEAD s W z Z � J -0 U W W O W Z W a M(� Q O��Owow ME �? Q -Q UUCnU UUU Ci IY of O` of 0` 0` Z wwwwwww O aaaawrzw °000000 W W W W W W W ��n S�2 �-nLn u) V) w Eli E�Ei Eli ��i�> SHIES ••oSTER•.. >: • %L xl Esnn,c � ��///1111111111111��\ \ z,., ASPHALT ROAD WA J 90-11� JAMES E. SHIELDS, JR. P.E. 10201333 ° TAPER Ln a) BUFFER e i TAPER R FLAGGER 0 0 PLAQUE (24x18) 100 FEET 0 0 ONE LANE W20 -4 (48x48) ONE LANE ROAD A> AHEAD O ROAD W20 -1 (48x48) ROAD WORK AHEAD CONSTRUCTION AHEAD NORTHBOUND � �a SCALE: 1 " = 50' 0 25' 50' 100' 1 U SHEET NO. C602 PROJECT NO. W07 -0134 z� U 0 H � d M Oa 2 W � U 0 � a W � N Q Cn W o �-+ v Z o a SHEET NO. C602 PROJECT NO. W07 -0134 3 n I w I M O n O M O CD U v E N 0 c 00 0 U .. 0 I 00 M O O O � N O / O O nx O � p N 01(l) O Q (D r U Lij m O LLJ F -� \H U CD o� _ o a- C_ M Q) 0 U 3 v Q O r- 0 0 U / �E C o U N 66 / o N 0 / N � 0 :3 ` o � N oil / 3 .. O r n Z 0 F F- w ui U�Q° J o a- 10 9 8 7 6 I 5 I 4 I 3 rn 171.20' H i � m COMMON AREA U J roll J Ckf N U ° Z I I i 51.85' Iw Iz QIo I w zlCD ( 0 w L 0 m Q I z 0 CD �i 4 MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. WATER AND SEWER UNDER PAVEMENT SIDEWALK PAVED AREAS AND WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Hounching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. HYDRANT PAVEMENT MARKER LEGEND ' = EXIST. FIRE HYDRANT • 27 w = EXIST. WATER VALVE = EXIST. YARD SPIGOT o 1 " SERVICE ® = EXIST. GAS METER LATERAL (TYP) �a Ln o = EXIST. STORM INLET 28 I = EXIST. POWER POLE = EXIST. POWER POLE W /LIGHT 1 " METER PIT = EXIST. POWER POLE W/TRANSFORMER ® (NP) 29 h = EXIST. GUY ANCHOR 0 = EXIST. TELEPHONE PEDESTAL 0 = EXIST. MANHOLE = m = EXIST. SANITARY SEWER LINE w EXIST. STORM SEWER LINE -- - = RIGHT -OF -WAY LINE = SWALE — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE Iw Iz QIo I w zlCD ( 0 w L 0 m Q I z 0 CD �i 4 MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. WATER AND SEWER UNDER PAVEMENT SIDEWALK PAVED AREAS AND WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Hounching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. 3 THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. SCALE: 1 " = 30' 0 15 30 60 MA HOLEY IVOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. E • •-+ NO 00 tn O \0 U ITITW H ��o x MM00 aJ w a U U O WA �z V1 p� wW a> o r� N A �O z W O ^ Ua a--� o o� z W z • o � 02 .� U m o zo w¢ Qw y;w N � � � W W�z I �z��z �Q Q o� o w w w a 0 Q Q o q q U mUmJ -I-IJ MMMM03 MM 0 0 0 0 0 0 0 W CID ooaocoo� (-� r)NCV"OTO ail w Ld w c� z a,- � w w N w z z N � � o z ca w w z � cn„ w z w U Z w w U 0 °w w o w d w W 3 M wZz ¢ owa3�z C/1 Up�UV)ww Q O Ln a- O w C w UUUlU UUU Q:: of ck:: of cy- ckf Z wwwwwww o a_ a_ a_ aaMa_ wwwwwww w w w w w w w ����Ln (n V) W E�jEl E� E�j Eli Eli �i a of Q�of Q: Q� 0�of . SHrf� % �s ... o No = * 1P EI '� ••.••.•• IAN•.••';, �\` JAMES E. SHIELDS, JR. P.E. 10201333 U �C/) "' ci ) O � a Ga M O � � a .� 0 N N U O o a E a � � SHEET NO. C701 PROJECT NO. W07 -0134 LEGEND ' = EXIST. FIRE HYDRANT • = EXIST. WATER METER ►� = EXIST. WATER VALVE = EXIST. YARD SPIGOT = EXIST. MONITOR WELL ® = EXIST. GAS METER �a = EXIST. GAS VALVE o = EXIST. STORM INLET = EXIST. ELECTRIC METER b = EXIST. POWER POLE = EXIST. POWER POLE W /LIGHT = EXIST. POWER POLE W/TRANSFORMER ® = EXIST. LIGHT POLE = EXIST. GUY ANCHOR 0 = EXIST. TELEPHONE PEDESTAL 0 = EXIST. MANHOLE = m = EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE -- - = RIGHT -OF -WAY LINE = SWALE — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE O = PROPOSED MANHOLE 24 = PROPOSED FIRE HYDRANT Q = PROPOSED BLOWOFF ■ = BLUE HYDRANT PAVEMENT MARKER O = PROPOSED WATER VALVE 3 THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. SCALE: 1 " = 30' 0 15 30 60 MA HOLEY IVOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. E • •-+ NO 00 tn O \0 U ITITW H ��o x MM00 aJ w a U U O WA �z V1 p� wW a> o r� N A �O z W O ^ Ua a--� o o� z W z • o � 02 .� U m o zo w¢ Qw y;w N � � � W W�z I �z��z �Q Q o� o w w w a 0 Q Q o q q U mUmJ -I-IJ MMMM03 MM 0 0 0 0 0 0 0 W CID ooaocoo� (-� r)NCV"OTO ail w Ld w c� z a,- � w w N w z z N � � o z ca w w z � cn„ w z w U Z w w U 0 °w w o w d w W 3 M wZz ¢ owa3�z C/1 Up�UV)ww Q O Ln a- O w C w UUUlU UUU Q:: of ck:: of cy- ckf Z wwwwwww o a_ a_ a_ aaMa_ wwwwwww w w w w w w w ����Ln (n V) W E�jEl E� E�j Eli Eli �i a of Q�of Q: Q� 0�of . SHrf� % �s ... o No = * 1P EI '� ••.••.•• IAN•.••';, �\` JAMES E. SHIELDS, JR. P.E. 10201333 U �C/) "' ci ) O � a Ga M O � � a .� 0 N N U O o a E a � � SHEET NO. C701 PROJECT NO. W07 -0134 Cal 10.1 Cn 3 v F- Q I 0 I 0 r In E c o 0 U N 01 c U � I 00 0 0 0 r N 0 j0 _-0 0 In _V 0 30 N Q+_N <N Q 2 0 } r` O� �L i; >_�o _J o a 10 I 9 Lid Flush With Grade Curb Box With Cover /Lid 1' -0" 5' (verify HDPE Sleeve ** I (Under Pvmno I I 3 I I I I o — — I Block Riser Concrete Block Curb Stop Copper Service Line Corporation Stop Tapped Full- C;rcle Wrap Around Water Main Stainless Steel Service Clomp Length — Varies 1 ' -0" 5' (verify) .c HDPE Sleeve ** (Under Pvmnt) CN a - - -- /, \ C(@ — a N I Curb Stop � Curb Box With Cover /Lid Copper Service Line * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Tops Made to Ductile Iron Pipe, Class J50 Or Greater. (Verify With Owner For Pressure Class DIP.) ** For all Service Lines Installed Under Pavement Install HDPE Sleeve Under Pavement Section. SIZE "W" "U " ** "T" 6„ 2,_6„ Utilities. 2' -0„ 4„ 8„ 2, -6„ 2, -1„ 4„ 10" 2' -6" 2' -3" 4„ 12" 2' -9" 2' -5" 4" 15" S -0" 2' -8" 5" 18" 3' -6" 3' -0" 5" 21" S -11" 8" S -4" 6" 24" 4' -3" S -8" Mueller H14245 6" 27' 5' -6" 3' -11 " 6" 30" 5' -9" 4' -4" 35' 6" 36" 6' -3" 5-2" 73' 6" 42" 6' -11" 45- 7' 9' 8" 48" 7, -4„ 17' 19' 911 54" 8' -0" 3' 4' 9" 60" 8, -6„ 7' 8' 9' 9„ 66„ 9,_1» 11 -1 /4^ 2' 2' 9„ 72" 9' -8" 4' 4' 4' 10" 78" 10' -3" 10" 1' -0" Minimum Undisturbed Ground Existing Pavement, Saw Cut Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. 1 rJ Undisturbed Earth NOTE. Description 1) 1 " Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. Length Of Pipe To Be Restrained 3) Service Line Tap Shall Be Installed With A Min. Horiz. Separation of 24" 4) 2 Inch Taps And Smaller Shall Not Be Installed Within Within 18 Inches of Mechanical Joints And Bells. Top Of Pipe TRENCH DETAIL FOR SEWER AND WATER MAINS NTS ]voted Material In Unpaved Otherwise Directed Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lines. r Flexible Pipe With Solid Or Profile Walls, inular Bedding Material Shall Be Placed d Hand Tamped In 6" Layers To A Minimum 1' -0" Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02, Size No. 8 W" Is The Maximum Width For Rigid Pipes. is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. Note: All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" above the pipe. Note: Blue Reflective Tape must be installed 18" above all water mains. TITLE: CITY OF CARMEL TRENCH DETAIL & STANDARD DETAILS TRENCH SCHEDULE Drawn By. Date: March 2001 Scale: Not To Scale Jones & Henry Drawing Name: CW3 Engineers, Inc. Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE rawn y: Date: March 2001 Scale: Not To Scale Joni ':& Henry Drawing Name: CW10 Engineers, Inc. 7 I 6 I 5 NOTES: *Should meter pit need raised to grade, a Mid State Meter Box Extension should be used. No meter should be raised more than 6 ", without approval from Carmel Utilities. USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. *Should the meter lid need raised it should be done with a Ford Elevator Ring Part #ER15CX or ER3CX. *Service lines require compression fittings only. No Pack Joints Allowed. (No fittings should be made in the meter pit) Must have a continuous piece of copper from meter to at least 5' outside meter pit, on house side. *There shall be no buried joints or couplings, except for the corporation stop on the water main. *No pit shall be installed in a traffic area, such as a driveway or sidewalk. *The meter pit is to be installed just off the utility easement, on private property, in the middle of the lot 5' left or right of center, and as close to the easement line as possible. *THERE WILL BE A RE— INSPECTION FEE FOR EACH ADDITIONAL INSPECTION NEEDED. *METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND. (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) EBAR WILL VARY SERVICE LINE TO HOME STANDARD METER PIT INSTALLATION FOR 5/8" X 3/4" AND 1" METERS NOT TO SCALE Item # Description 5/8" x 3/4" meters PRESSURE PIPE JOINT RESTRAINT TABLE Meter Pit Cover Ford C3t Ford X43 —T 1 with hole for touch Tyler 6150 Length Of Pipe To Be Restrained read and plug A.Y. McDonald 74M3CTP A.Y. McDonald 74M43XTP 2 Ford Y502 In Each Direction From 1/4 Of Bend Yoke Mueller H5020 -203 Mueller H5040 -330 A.Y. McDonald 14 -2 Based On 150 PSI Test Pressure Ford AV94 -323WQ Degree Street Side MUELLER b14273 Ford AV94 -444WO Angle Valve A.Y. McDonald 4602Y— Q23/4X02 Mueller b24273 Of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 90�Jees Angle Check Valve Mueller H14245 A.Y. McDonald 12- 3Ye -44 A.Y. McDonald 12 -3YQ33 No Mueller for this part Fratco HDPE Mid State Soniloc & Plugs 27' 35' Fiber 24 "w X 48 "d 42' 50' 58' 65' 73' 80' 95' 115' 45- 7' 9' 1'K Copper 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2- 3' 4' A.Y. McDonald 4701Q 1" 5' 6' 7' 8' 9' 10' 12' 14' 11 -1 /4^ 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE rawn y: Date: March 2001 Scale: Not To Scale Joni ':& Henry Drawing Name: CW10 Engineers, Inc. 7 I 6 I 5 NOTES: *Should meter pit need raised to grade, a Mid State Meter Box Extension should be used. No meter should be raised more than 6 ", without approval from Carmel Utilities. USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. *Should the meter lid need raised it should be done with a Ford Elevator Ring Part #ER15CX or ER3CX. *Service lines require compression fittings only. No Pack Joints Allowed. (No fittings should be made in the meter pit) Must have a continuous piece of copper from meter to at least 5' outside meter pit, on house side. *There shall be no buried joints or couplings, except for the corporation stop on the water main. *No pit shall be installed in a traffic area, such as a driveway or sidewalk. *The meter pit is to be installed just off the utility easement, on private property, in the middle of the lot 5' left or right of center, and as close to the easement line as possible. *THERE WILL BE A RE— INSPECTION FEE FOR EACH ADDITIONAL INSPECTION NEEDED. *METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND. (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) EBAR WILL VARY SERVICE LINE TO HOME STANDARD METER PIT INSTALLATION FOR 5/8" X 3/4" AND 1" METERS NOT TO SCALE Item # Description 5/8" x 3/4" meters 1 " meters Meter Pit Cover Ford C3t Ford X43 —T 1 with hole for touch Tyler 6150 Vestal 20X24r read and plug A.Y. McDonald 74M3CTP A.Y. McDonald 74M43XTP 2 Ford Y502 Ford Y504 Yoke Mueller H5020 -203 Mueller H5040 -330 A.Y. McDonald 14 -2 A.Y. McDonald 14 -4 Ford AV94 -323WQ 3 Street Side MUELLER b14273 Ford AV94 -444WO Angle Valve A.Y. McDonald 4602Y— Q23/4X02 Mueller b24273 A.Y. McDonald 02- 4ye -44 House Side Ford HHA94 -323Q Ford HA91 -444 4 Angle Check Valve Mueller H14245 A.Y. McDonald 12- 3Ye -44 A.Y. McDonald 12 -3YQ33 No Mueller for this part Fratco HDPE Mid State Soniloc Fiber 20 "w X 48 "d Fiber 24 "w X 48 "d 5 Meter Pit Mid State — Soniloc Fratco HDPE Fiber 20 "w X 48 "d Fiber 24 "w X 48 "d 6 Service Line 3/4" K Copper 1'K Copper Mueller H -15008 3/4" Mueller H -15008 1" 7 Corporation Stop Ford F1000 -3Q Ford F1000 -4Q A.Y. McDonald 47010 3/4" A.Y. McDonald 4701Q 1" 8 ALL METER PITS MUST HAVE 3/8" REBAR MOUNTING ROD *Service Saddle Must Be Omitted For Services 1" and Smaller and Direct Taps Made to Ductil Iron Pipe, Class 350 or Gretater. (Verify With Owner for Pressure Class DIP). "For all Service Lines Installed Under Pavement, Install HDPE Sleeve Under Pavement Section. Water Mail NOTE: 1) 1" or Smaller Service Line Shall be Direct Tap Unless Approved by Carmel Utilities. 2) Corporation Stop Shall be Brand and Model Approved by Carmel Utilities. 3) Service Line Tap Shall be Installed With a Minimum Horizontal Separation of 24" 4) 2" Taps and Smaller Shall not be Installed Within 18" of Mechanical Joints and Bells. TITLE: CITY OF CARMEL RESIDENTIAL WATER SERVICE (NO STANDARD DETAILS CURB STOP) DETAIL DRAWN BY: DRAWING NAME: DATE: MARCH 2007 SCALE: NOT TO SCALE CROSSROAD ENGINEERS, PC CW4 -3 Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45^ Angle Upwards And Connected To 6" 45- Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. 3. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi -Cap or equivalent � 1 As Required turion A -423, Or Equa safety Yellow" 1' -0" Min. Bedding Material Conforming To INDOT 903.02, Size No. 8 8 "x16" Solid ock Or 6 "Min. Concrete Undisturbed 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. CITY OF CARMEL STANDARD DETAILS Date: March 01 Scale: Not To Scale TITLE: FIRE HYDRANT ASSEMBLY rawn y: Jones & Hen Drawing Name: CW8 Rgineers, Inc. 4 I 3 4 CITY OF CARMEL WATER UTILITY APPROVED LIST OF CONSTRUCTION MATERIALS 1) Water Main: Shall be Ductile Iron Pressure Class 350. 2) Blue Reflective Warning Tape: Shall be installed 18in above all water mains. 3) Tracing Wire (10 or 12 gauge): To be installed with all water mains. There must be access to the tracer wire at each valve box, with enough wire in the valve box to insure the proper connection to the locating machine. 4) Fire Hydrants: Shall be Mueller (Safety Yellow, M.A.B. # 0433291, Sherwin Williams # F75YP2) (Carmel Clay Spec. hydrants shall be open right and will have a safety blue stripe around hydrant bonnet from the factory). The hydrant pumper nozzle shall be of one —piece design, compatible with 5" Storz hose coupling. The nozzle shall be an integral part of the fire hydrant and must be furnished by the manufacturer or authorized distributor designated by the manufacturer. Mueller model 290220 for casting and 290221 for cap. Storz adapters will not be accepted. 5) Valves: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. valves shall be open right) Butterfly valves shall be used for sizes over 12in. 6) Fittings: Shall be Union, Tyler. 7) Mechanical Joints: Shall be made with Megalugs. 8) Valve Boxes: Shall be Union Tyler or East Jordan Iron Works. 9) Posi Caps or Box loks: Shall be installed, with each gate valve.* *not to be used on butterfly vavles. * ** 10) Curb Boxes: Shall be Union, Tyler. 11) Tapping Sleeves: Shall be Smith Blair, Romac, or JCM 12) Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Ford F -1, JCM or Mueller equal. 13) Tapped Repair Clamps: (For V2,1in, 11/2 in, and tin taps on PVC, 11/2in and tin on Ductile Iron and service repairs) shall be 12in long, full circle stainless steel with ductile lugs and tapered threads. Smith Blair, Ford, JCM, Mueller. 14) Sample Stations: Shall be installed at the utilities request. (GIL Industries model # EH 101). 15) Service Lines: 3 /4in, 1 in, 11 /tin, tin, Shall be K — Copper. 16) Brass: Compression Fittings. Pack Joints not allowed (See Meter Pit Specs. For Make and Model #) 17) Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint Restraints. 18) HDPE Sleeves: Shall be used for services that cross major city streets. & 1" lines will use 3" hdpe sleeve * *1 X" & 2" lines will use 4" hdpe sleeve 19) Additional Kickers: Shall be solid block and brick. No poured concrete. WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Haunching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. DIGITAL AS —BUILT REQUIREMENTS City of Carmel Water Utilities requires two (2) sets of paper As— builts as well as two (2) digital copies drawn with AutoCAD Version 2004 or earlier. The As —built drawings must include streets, lots, water mains, and the measurements between all fittings, (valves, laterals, fittings, service lines). Water will not be turned on or approved until this requirement is fulfilled. All valves, hydrants fittings, etc are REQUIRED to be captured using survey grade equipment as GPS points and submitted with As— builts. More information can be found in the City of Carmel Specs. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 3 2 1 1 CITY OF CARMEL UTILITY PIPE INSTALLATION All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable federal, state, and local codes and regulations. Furthermore: 1) Any damage done to the City of Carmel Water Utility's system by the contractor /developer or his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Water Utility by the contractor /developer at his own expense. 2) Should the contractor /developer propose to depart from the specifications contained herein, he shall submit samples and /or specifications of such alternatives to the City of Carmel Water Utility before proceeding. 3) No work shall be performed under conditions which in the opinion of the City of Carmel Water Utility would adversely affect the quality of the finished job. 4) The contractor /developer shall conduct his work so as not to interfere with the present operation of the City of Carmel Water Utility's water /sanitary sewer system. If any work interference is encountered between the City of Carmel Water Utility and the contractor /developer, the City of Carmel Water Utility will receive priority in scheduling. CITY OF CARMEL WATER UTILITY DEVELOPER INSTALLED WATER MAINS 1) The developer will submit two (2) sets of preliminary plans for proposed development so the City of Carmel Water Utility can determine the main location and sizing, location of hydrants, service lines and valves to conform to the City of Carmel Water Utility's standards and specifications. 2) Developer will provide plans that conform to the City of Carmel Water Utility's standards for main extensions. In general, the City of Carmel Water Utility will respond within ten (10) business days. 3) Contractors shall call City of Carmel Water Utility for an on —site pre— construction meeting before work begins. Contractor must have approved plans on —site and all materials to be used must be approved by a City of Carmel Water Utility inspector. 4) Contractor will allow inspection by City of Carmel Water Utility inspectors during the construction of the water main extension and will honor the City of Carmel Water Utility's request for field changes in main extensions related to location, workmanship and materials as they relate to City of Carmel Water Utility standards and specifications. *All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" above the pipe. Blue Reflective Warning Tape must be installed 18" above all water mains. Tracer wire must be installed with all water main laid in Carmel. 5) The Contractor will have water main extensions pressure tested per City of Carmel Utility specifications and witnessed by City of Carmel Water Utility's inspector. The developer's contractor shall be billed for all bacteriological lab services. 6) The Contractor will conduct the disinfection of water main extension, with direct supervision by a City of Carmel Water Utility Operator. The Contractor will also be responsible for the de— chlorination of the water flushed off durina disinfection process. 7) Only after the water main extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of AS —BUILT plans and one (1) digital copy have been turned in to the City of Carmel Water Utility, will the water be turned on by the City of Carmel Water Utility. CITY OF CARMEL UTILITY GENERAL NOTES: 1) The contractor shall contact all applicable utilities and verify and and all fees associated with the installation of all utilities. 2) Provide thrust blocks for all water line bends and tees, including tab connection. 3) Contractor shall coordinate with water company for domestic and fire service. Connect to building domestic and fire line. Coordinate with plumbing drawings. 4) Coordinate location of electrical and telephone lines with local utilities. 5) Coordinate location and size of gas service connection and installation of service line and meter with gas company. 6) Coordinate locations and connections of building storm lines with mechanical /plumbing drawings. 7) Verify existing invert and location of sanitary sewer. Adjust inverts as required. Document any changes. 8) Maintain 10' horizontal and 18" vertical clearance between storm /sanitary sewer systems and domestic /fire line service. 9) Follow all local and state codes in reference to domestic /fire line installation and storm sewer /sanitary sewer installation. 10) Coordinate location of required conduits for light poles, telephone service and irrigation system. 11) Coordinate utility conduits with service providers. 12) Sanitary sewer laterals, water service, & electrical /telephone conduits shall be B— borrow for structure backfill, meeting all current INDOT requirements. 13) There are to be no water valves or manholes placed within the pavement, curbs or sidewalks. 14) The developer shall verify the elevations of existing utilities and design plans accordingly. Existing infrastructure shall not be moved to accommodate new developments. NOTE: WATER MAIN AND SANITARY SEWERS SHALL BE PLACED IN SEPERATE TRENCHES. GRADE 10' MIN. 3' - III - III -III I III III - III -I I I DEPTH OF '-I I -I I -I I I I III - III -I I COVER :II15 IEEI 11 1=1 III =11I I -11I -III I- III -I I —I I — III —III ANOTHER LTILrrY FACILITY (TELEPHONE, GAS, ELECTRIC, III -111 111 -111 111 -111 CABLEVISION, ETC.) = III -III I -III -I -1 � 1- TYPICAL WATER MAIN DEPTH II -111 I I M II— - WATER MAIN 1. ALL PIPE SHALL HAVE A - III —III I- III - III( MINIMUM OF 54' COVER. III —I _ I ' I i III I II 1 II I I III; SANITARY OR STORM SEWER WATER MAIN LYING PARALLEL TO SEWER SECTION VIEW 1/2 PIPE LENGTH 1/2 PIPE LENGTH SANITARY OR STORM 18" MIN. WATER MAIN FLOW —ate JOINT JOINT WATER MAIN CROSSING SEWER SECTION VIEW 2 (NO SCALE) 'V O U `ko M [..� IR o`� GG G o Go q .--r V-4 O M M Go X V F A �z a a� o � 0o Irl No >.. x O V • Z8 z z 0 0 0r 0 W w 0 Z0 ��' AW w LO V I d W U W Wo z iZ U Q zQ x 0� 0 V2 w Q W W F I Ll. Im A A U A m6m0000 C0 00 Cal ao00 co Cal 0000000 W 000aOcoO� ro . ll O c� Z � W o Z N O W z W CD J � wW w z 5 Q �;� W WOOW w o 25 w W � �Zw W Dz � E�o E �E DF2 V) U UNWW i-r L� L., J 2� J A O O U WoW of 3 d UV)� UUV) U zW rr rc CX M� M W W W W W W W 0 a rL rL Cl- CL a- a � o0MMMl WWWWWWW W EE25 SHIE ��Z����� AF �'.•' G�STER > No JAMES E. SHIELDS, M. P.E. 10201333 U �� rr � C1 4 U .2 o - O Q4 d q w O O � W� � Q o a O !-_q > r4 ~ o E 9 1.1l v SHEET NO. 0 C 7 2 PROJECT NO. W07 -0134 i