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06070004 Village Green Section 1 Civil Construction Plans Rcv. 8/18/2006 DOCS
3 0 L0 0 0 0 0 0 El Q) 0 0 0 O N Ln O - oF W ow ;D 0V) D _-1 Q� F z F wm o� �° U� tw-0 -i o a c- 0 10 I 9 8 I 7 GENERAL NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FR 0 M 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 C FR 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 PARTIALLY 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 NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR — FISH AND WILDLIFE SERVICE — NATIONAL WETLANDS INVENTORY MAP DATED 1990 AND TITLED "CARMEL, IND." U OPERATING AUTHORITIES CITY OF CARMEL HAMILTON COUNTY HEALTH DEAP RTMENT ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CEN ER, SUITE 30 CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060-2229 PLANNING DIRECTOR: JOHN DOBOSIEWICZ JASON LEMASTER TITLE SHEET 317- 571 -2417 317- 776 -8500 SITE PREPERATION /DEMOLITION PLAN DEPT. OF ENGINEERING: DICK HILL SITE PLAN 317- 571 -2441 CARMEL CITY UTILITIES GRADING PLAN ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 760 3RD AVENUE S.W. UTILITY PLAN 317-571-2444 CARMEL, INDIANA 46032 C905 OVERALL MASTER PLAN JOHN DUFFY �. CITY OF CARMEL FIRE DEPARTMENT 317 -571 -2443 TWO CIVIC SQUARE C301 —C302 STORM SEWER PLAN & PROFILE SHEETS CARMEL, INDIANA 46032 HAMILTON COUNTY SURVEYOR'S CFFICE C501—05 2 GARY H OYT ONE HAMILTON SQUARE, SUITE 188 ENTRANCE PLAN Nc ENTRANCE TRAFFIC PLAN 317- 571 -2600 HAMILTON COUNTY JUDICIAL CEN R CONSTRUCTION DETAILS NOBLESVILLE, INDIANA 46060 CZ^,RMEL PAVING POLICY CITY OF CARMEL WATER DEPARTMENT GREG HOYES C701—C71AA? 130 1 ST AVENUE S.W. 317- 776 -8495 CARMEL, IN 46032 LANDSCAPE PLAN & DETAILS STEVE COOK 317- 571 -2640 CITY OF CARMEL SEWER DEPARTMENT 760 3RD AVENUE, SUITE 110 CARMEL, IN 46032 AARON HOOVER 317- 571 -2645 10 1 9 L I A) 19 ff 4 1-�/�P (.�11'�. 1:1_ me V.0 1'' 1 L1 AL 1 h'V1'CVU(rh'1'' A.L'L' t'LA1V FOR MARION COUNTY, INDIANA DUKE ENERGY 1441 SOUTH GUILFORD CARMEL, INDIANA 46032 RON BOOHER 317- 581 -3041 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 - 776 -5535 SBC 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46220 317 - 265 -2727 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 1S AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 7 Sy RESIDENTIAL R SI AL PUD R -1 Xr E ION ONE R -2 RESIDENT R NT R -2 RESIDENTIA R -4 IA AREA MAC' NOT roSCALE LOCATION MAP PROJECT LOCATION � PROJECT LOCATION VILLAGE GREEN LAND DESCRIPTION SECTION ONE PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID EAST HALF QUARTER SECTION; THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET; THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; THENE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; THENC NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT NUMBER 1999 - 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ALONG SAID WEST LINE NORTH 01 DEGREE 02 MINUTES 20 SECONDS WEST 538.24 FEET TO THE NORTH LINE OF SAID EAST HALF QUARTER SECTION; THENCE ALONG SAID NORTH LINE SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 456.80 FEET TO THE POINT OF BEGINNING, CONTAINING 2.684 ACRES, MORE OR LESS. PERMANENT BENCHMARK U.S.G.S No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis & Louisville Railway (Monon &now abandoned) from the station at Carmel, Hamilton County, 31 yards South of milepost B 167, 87 yards of the east rail, and 1 yard West of the fence line. A state survey standard disk, stamped "201" and set in the top of a concrete post level with the ground. South of U.S. Highway No. 31 bridge over the tract, 7 yards East ELEVATION = 829.532 (NGVD — 1929) TEMPORARY BENCHMARK Cut " +" on the south /southwest bonnet hex nut of the fire hydrant located 30 feet North of the north property line and 25 feet West of the centerline of Rangeline Road. ELEVATION = 811.14 (NGVD — 1929) 0 SCALE 1' =500' DEC. 16, 2005 PREPARED OR DRESS HOMES 513150 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, iN 46278 TELEPHONE.- 317-347-7300 FAX.- 317-347-7318 CONTACT PERSON: JOHN TALBOT SECTION ONE EXISTING ZONING DP TOTAL ACREAGE: 2.68 AC. 1v SIGN �l[DIC+ IE�o 25 1�1 PH 4 3 2 1 1 SHEET INDEX SHEET DESCRIPTION N0. C001 TITLE SHEET C101 SITE PREPERATION /DEMOLITION PLAN C102 SITE PLAN C103 GRADING PLAN C104 UTILITY PLAN C905 OVERALL MASTER PLAN �. C201 "TREET PLAN & PROFILE SHEETS C301 —C302 STORM SEWER PLAN & PROFILE SHEETS C401 511NITARY SEWER PLAN & PROFILE SHEETS C501—05 2 EROSION CONTROL PLAN &DETAILS C601 ENTRANCE PLAN Nc ENTRANCE TRAFFIC PLAN C602 TRAFFIC CONTROL & SUBSURFACE DRAIN PLAN � C604 —C6 6 CONSTRUCTION DETAILS C607 CZ^,RMEL PAVING POLICY C608 SPECIFICATION SHEET C701—C71AA? WATER MAIN PLAN &DETAILS L101—L1013 LANDSCAPE PLAN & DETAILS DESIGN DATA: TOTAL ACREAGE — 2.68 AC +/- NUMBER LOTS — 18 STREET LENGTHS: GREENFORD TRAIL NORTH 3 j 2 526' O T--4 %,000 co tn U .. W IT IT 00 00 �t x two ...{ O U M M 00 9 x w w � w � U O w� C-I A 1� t� O w a� O 00 --T A � w w _ w � w H � UI w O a o __ o4 w z w O ° U E100 0 W z co o� v m o 0 W �U) zF- zw z0 w-� cam, � o °' W w ' w x CD t� A o LO A A v Q �m CD 0 LAJ w Q wV �DW M 0 A � Z U z w o SHIC440 .: \� �� • ,,.• SST ��.,. .� �.;•��Ci F r- �� > = No. E10 0 • AN JAMES E. SHIELDS, JR. P.E. 10201333 IV o O .CWZ -N cj d 0 O w CO O CO E2 Q.) Lzi CIOQ U W W A CIO QD �4 Z w U� o � � w A w � SHEET N0. PROJECT N0. W05 -0679 cp 3 X W I c� O LO O O 0 cn .� co 0 Ln U ❑ N c 0 o I MI6 �c:o 000 L U O - c ❑ - L() N -+, O •x � i O W � D N 0 V °�a =o U wm O LLJ U }O- � O O � <d c- Ll 0 U Z ml 7 Cx 5 4 3 2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" GENERAL NOTES: CALL 2 WORKING DAYS BEFORE YOU DIG .......... � 72 96" C p �o (> /) vDi To p: 811.38 I RM 207 -3 E:XIS,T:I::::::; ` ���r i n n ire A f"1 C� A ; / ,3° m y; Aa ,s SAS � LINE EASEMENT H I cj� q U W w � U REMO TELE S ic E COORDINATE TIC x VVHItKLIIVt E 10 BER OPTIC MH �o / �W w Ne m mp � qT -rn r-.RAnF 10 1 I I $ I 7 I 6 1 5 I 4 I 3 ( 2 I � o .-4 %D oo C/1 � u %6 rej (--j O � W qqT � 00 00 � z V-4 V-( � �t-A:o x MM00 1�4 x Tj Tj � w� W �a a a� 0 k=4 wW a� Z. �o � o A W�a ua - W� -- -2 .0 Z8 W VO-5tn -1 u V-4 u 000 P-q k+-- o Z p o m y; Aa co O H I d � q U W w � U Q V W� I N 140 ULn z z z x o �o �W co Ne m ED 0 W E- I Q o0 U) cn W �D w Y) uj U 0 Q U Z U Z w O o � w wV) � \ \ \ \ \w1111111IIN 1111,11/ �. SHIC4 % <v•,.• GIST E ••. -S' '% > = No.FE10 -= . �����illlllllllll����\\ JAMES E. SHIELDS, JR. P.E. 10201333 9� 0 Q.) o c� d w CO aCO QL) A H vLO C\2 QL) z Q o� ° v 1 Q -` 0 o � r � A w � SHEET N0. PROJECT N0. W05 -0679 N C- 0 co U wo- w O 0 N 0 T- 0 E 0 v U L0 El - ❑ O C) � Z N O El L10 W L- 0 +- O V) :o ❑ N Q V O � •U wm z g r) �f-► =w 00 Fw-O ��o0- in WE 9 0 VILLAGE GREEN LAND DESCRIPTION SECTION ONE 7 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. J-- —/ —Z SCALE: 1 " = 30' 0 15 30 60 PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPA MERIDIAN, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID EAS HALF QUARTER SECTION; THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET; THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; THENE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; THENC NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; THENCE SO TH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; THENCE NORTH 88 DE REES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE WEST LINE OF THE LAN OF THE CITY OF CAR M EL AS RECORDED IN INSTRUMENT NUMBER 1999 - 9967352 1 THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE A ONG SAID WEST LINE NORTH 01 DEGREE 02 MINUTES 20 SECONDS WEST 538.24 EET TO THE NORTH LINE OF SAID EAST HALF QUARTER SECTION; THENCE ALONG S ID NORTH LINE SOUTH 88 �\ Q � \ DEGREES 33 MINUTES 34 SECONDS WEST 456.80 FE TO THE POINT OF BEGINNING, CONTAINING 2.684 ACRES, MORE OR LESS. \ no ,00'L-�B -�<<90X Le00S 'dill A00% A 5 4 3 1 2 1 1 Philip A. Quinet Instr. 91 -21490 o .-1 \O oo w D o `rh W �O� coq oo � , � Cn M M 00 w � � w W I I o 1% "Cast SAN MH I I � � A Iron Pipe TC:812.44 I Lancaster � nv: 807 I I �T1 a 1.40 ITA n WMA a W 4 � D 00 0 A W .� . S/ x Z TC W In W { D � -D 0 � W O a � _ D Q z yy W H a > .50'; ::,l:: O 0-4 .� U L-) 000 o e � °• Qa m m }: z� w� Q E-, I wQ ��Qw 0)) cDi� wLn z zw zQ CD o� 0c°°fl U) �W w E� a Q° CD co D 0 Q CO { D pro tom:, o D � ' U) O Q U Z U .� D rn / 0 o � Lu w_ CE AL- D �. S HIE4 Q O V� S > • No.• � 'E10 ILMF Ui� AKY p V. ° m 3m T AROUND m �m = •' o- A .• NAI. 11-01 ..................... L ................ U. ° - 9 T fP. l J 11-55-5--�_1 e' a \ EWALK ° p / _ �- D � JAMES E. SHIELDS, JR. P.E. 10201333 / m 1= GRENVORD TD AIL NORTH 0' / a' - a + an m N G R ESS---FGR7—SS EASMFNT ri °.D a:' 4 s a O 11 101 L. S.E. D.&U. V.W .E. 8c .E. 10' B.S.L. TEMPORARY DRY DETENTION � I 34 � 35 I 36 37 � 38 I� 39 1 40 � 41 I 42 43 144 I� 45 148 R °�'� 100 0 YR — 811.76 31 32 � 33 11 Sao �S 2YR-810.56 — — — 20 20' D. U.E. + + UA I sd - set set - see - - SC HTBALI�LL+��L�v 6'1 % 8 t�(M V V a V V z V X X V ��z V V V V V/ V 110L�- a )v x V Yv A A A 10 f A A A A A A x A A A A I k-./ — ' Monon Tra 1*1 DJ N r 1 x �.o ti City of Carmel j a �ti ma o Quitclaim Easement � City of Carmel, In diana. a D-1 and Covenants per 01 Instr.. 1999 - 9967352 8 1 7 0 k 4 3 i { \ O 0 \ Q.) o < :�E :ZE.� 41) cof no ,00'L-�B -�<<90X Le00S 'dill A00% A 5 4 3 1 2 1 1 Philip A. Quinet Instr. 91 -21490 o .-1 \O oo w D o `rh W �O� coq oo � , � Cn M M 00 w � � w W I I o 1% "Cast SAN MH I I � � A Iron Pipe TC:812.44 I Lancaster � nv: 807 I I �T1 a 1.40 ITA n WMA a W 4 � D 00 0 A W .� . S/ x Z TC W In W { D � -D 0 � W O a � _ D Q z yy W H a > .50'; ::,l:: O 0-4 .� U L-) 000 o e � °• Qa m m }: z� w� Q E-, I wQ ��Qw 0)) cDi� wLn z zw zQ CD o� 0c°°fl U) �W w E� a Q° CD co D 0 Q CO { D pro tom:, o D � ' U) O Q U Z U .� D rn / 0 o � Lu w_ CE AL- D �. S HIE4 Q O V� S > • No.• � 'E10 ILMF Ui� AKY p V. ° m 3m T AROUND m �m = •' o- A .• NAI. 11-01 ..................... L ................ U. ° - 9 T fP. l J 11-55-5--�_1 e' a \ EWALK ° p / _ �- D � JAMES E. SHIELDS, JR. P.E. 10201333 / m 1= GRENVORD TD AIL NORTH 0' / a' - a + an m N G R ESS---FGR7—SS EASMFNT ri °.D a:' 4 s a O 11 101 L. S.E. D.&U. V.W .E. 8c .E. 10' B.S.L. TEMPORARY DRY DETENTION � I 34 � 35 I 36 37 � 38 I� 39 1 40 � 41 I 42 43 144 I� 45 148 R °�'� 100 0 YR — 811.76 31 32 � 33 11 Sao �S 2YR-810.56 — — — 20 20' D. U.E. + + UA I sd - set set - see - - SC HTBALI�LL+��L�v 6'1 % 8 t�(M V V a V V z V X X V ��z V V V V V/ V 110L�- a )v x V Yv A A A 10 f A A A A A A x A A A A I k-./ — ' Monon Tra 1*1 DJ N r 1 x �.o ti City of Carmel j a �ti ma o Quitclaim Easement � City of Carmel, In diana. a D-1 and Covenants per 01 Instr.. 1999 - 9967352 8 1 7 0 k 4 3 i { o Fq > D 0 O 0 Q.) o < :�E :ZE.� 41) cof 00 :3- o CIO C/) Ivry. Z A 5 D� Q.) o + 3T 7117t- D C*- �I o� 'k CO Q0 Q) Q> Fri @ � W � 2 � H e :v �+ I SHEET N0. PROJECT N0. W05 -0679 3 ry U I rn cD O Lo 0 En 0 U a> E c O v U Lo Q f� Z CD O cD Oa- O CN Ln 00 � Z � ❑p Lo O� i OU c N U O U � wm Z g o LLJ �=\ UOO QO -A g oa c- Al 0 V pro-1 V LLJ In 9 ON HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG >- 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. Philip A. Quinet Instr.. 8....... . ..... 7 GENERAL NOTES: 1 Al 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT EXPOSED ENDS. 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE THE 100 YR. FLOOD ELEV. 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). 5. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE —WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS. 9. ALL STREETS ARE TO RE PUBLIC STREETS. 10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECTIONS OF BROOKSIDE AS CHOSEN BY LANGSTOM DEVELOPMENT COMPANY. J 4 ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. 2.50% 2.0 f— W 2.50 a% 4 2.00% 2.00% DRIVEWAY z`p WALK DRIVEWA GRADING CROSS-SECTION 3 2 W05 -0679 9 8 ] 1 6 1 cl 1 4 1 3 2 1 1 0 ��o LEGEND � � I � I u = RIGHT -OF -WAY LINE SUBSURFACE DRAIN AND SUMP LINE D =STORM SEWER LINE -�,, =WATER LINE I I;, 00 00 IT � p � -- = SWALE V = SANITARY SEWER LINE m =CONCRETE END SECTION M W o = SANITARY SEWER MANHOLE � FLOOD ROUTE I I � � =FLOW DIRECTION EXIST. CONTOURS 000.0 = PROPOSED GRADE � D o =STORM BEEHIVE INLET � IN [3 T.C. =STORM INLET = TOP OF CASTING STM STR #700 =PROP. STORM STURCTURE N0. I ( � � � U INV. = INVERT SAN STR #900 =PROP. SANITARY STURCTURE N0. � RCP PVC = REINFORCED CONCRETE PIPE = POLYVINYLCHLORIDE SANITARY SEWER PIPE �� = EXIST. TREELINE TI O � z M.H. = MANHOLE � = PROPOSED FIRE HYDRANT I � C, STR. D. &U.E. R.D.E. = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = REGULATED DRAIN EASEMENT PROPOSED WATER LINE VALVE I I � a B.S.L. = BUILDING SETBACK LINE 857.3 = PROPOSED PAD GRADE V.W. = VARIABLE WIDTH PROP. = PROPOSED M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE I a O ME NP. =MATCH EXISTING = TYPICAL OF PADS. MINIMUM GRADE FOR ANY I � STRUCTURE OPENING (DOOR, WINDOW BASEMENT STAIR I CCESS,U�C j j' i tom.°. W05 -0679 9 8 ] 1 6 1 cl 1 4 1 3 2 1 1 Q) U 0 0 0 ❑ a E C Q O N U o ❑ r,Z o ago CN O ❑ U-) � C'4 ❑� Q _C) z Uwm U0 LO °g oa ft 0 • HOLEY MOLEY SAYS "DIG SAFELY" "SIT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -870- 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. umet 15827 7 no 5 4 ALL EXISTING OFF —SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. Philip A. Quinet Instr. 91 -21490 A % A A _x_ ................................... ............... .......................................... 7 71 3 SCALE: 1 " = 30' 0 15 30 60 2 1 No 00 co � I � �O� V X oq MT t**- C5 D MM0�0 X x f V,) -IC4 T z X T1 z �-1 0 � � D k==4 0 ww 4 0 14 00 UO z 1 "Cast SAN MH I v, � � � x a w I r n Pipe TC: 812.44 I I w Inv: 807 �4 (0 LEGEN SA H u TC. = RIGHT -0 -WAY LINE ,1 Ci GENERAL NOTES: ° S�� S WER LINE �/� 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF o = SANITARY = SANITARY SEWER LINE SEWER MANHOLE ler 11 a��J� � DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION =mow Di CTION _,� jen_cy � cXtl 4S�d � APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. �- o = EXIST. C = STORM B NTOURS EHIVE INLET � Isurance � fro r� f =<. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR T.C. = STORM I =TOP OF ASTING " ebruary 19, U EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS INV. = INVERT CD M OR PADS. UNDISTURBED TILE TO BE PLUGGED &SEALED AT RCP = REINFORC D CONCRETE PIPE a C EXPOSED ENDS. PVC M.H. = POLYVINY _ MANHOLE CHLORIDE SANITARY SEWER PIPE ,,\ o STIR. = STRUCTU ' � 3. BUILDING PADS MARKED WITH AN ASTERISK * WILL BE GRADED D. &U.E. = DRAINAGE AND UTILITY EASEMENT Q Q ON AN INDIVIDUAL BASIS &WILL BE A MINIMUM OF 2 FEET ABOVE R.D.E. B.S.L. = REGULATE = BUILDING DRAIN EASEMENT EBACK LINE 50':: THE 100 YR. FLOOD ELEV. V.W. = VARIABLE NIDTH ' h\ PROP. = PROPOSE[ A r, 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO ME np E _ STING 5 LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR _ TYPICAL suBSURF E DRAIN \ = ' =; REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). AND SUMP LINE % �! � j ,k - WATER a 5. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY m = CONCRETE END SECTION ............. � SIDEWALK INTERSECTS ANY STREET. —p = FLOOD R UTE 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH 000.o = PROPOS GRAD[ � DOUBLE —WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. sr� sTR #goo = PROP. S ORM STURCTURE N0. 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING SAN STR #900 = PROP. S NITARY STURCTURE N0. MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED ELINE \ IN THE RIGHT OF WAY. Q _ PROPOSE FIRE HYDRANT \\ FZI 8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS. ° = PROPOSE WATER LINE VALVE � 9. ALL STREETS ARE TO BE PUBLIC STREETS. = EXISTING = PRnpnsF FIRE HYDRANT pan r.pnnF � \ 5 4 ALL EXISTING OFF —SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. Philip A. Quinet Instr. 91 -21490 A % A A _x_ ................................... ............... .......................................... 7 71 3 SCALE: 1 " = 30' 0 15 30 60 2 1 No 00 co � I � �O� V X oq MT t**- C5 D MM0�0 X x f V,) -IC4 T z X T1 z �-1 0 � � D k==4 0 ww 4 0 14 00 UO z 1 "Cast SAN MH I v, � � � x a w I r n Pipe TC: 812.44 I I w Inv: 807 �4 (0 SA H u TC. CD In r c� -D O � � (p -D Hazard Zone AE, as scaled z co O ULf) Z Q v Z W U rya V) Lj Q ° N CD M pj a C f ar - _Hamilton County, liidiana, c c, Q ° o o issued by thb'-t- Federal ' ' � � D a, LO Q° Q Q Q 50':: o • _ :. .- `� :.. rL./ r Appr.`OX1mate limas of Flood O O � � (p Hazard Zone AE, as scaled from FLOOD INSURANCE RA TE a CD M MAP NUMBER 18057CO207 F a C f ar - _Hamilton County, liidiana, c c, Q ° o o issued by thb'-t- Federal ' ' � � Finar g 10. CUSTOM STREET g e n Agenc : for the N ...:::::::: SECTIONS OF . - ,. DT atlona (Flood ►,,,,,,�� y �. KSIDE AS CHOSEN BY LANGSTOM DEVELOPMENT COMPANY. UTILITY C NDUIT - COORDINAT ::� :. � _ - -... ��`` ,$H '' %�, InsL�rance Pro ram effective WITH UTILI COMPANIES PRIOR g TO INSTAL TION `�� �,�.,.• G,ST ••., �.� Fe b ru a ry 19; 2 0 0 .�. PE10 .01 Atli" 0 /'{� JAMES E. SNIDDS..IR. P.E. /0201333 V °;• / II �I I N � o LP 0 +43.40 � II ELEV.-813 92 902 IDE M I � ARE v, F � DT DT T DT D DT DT ➢ DT— .......... DT D MY S.E. D.&U.111-170' L V. E. & E. 101 B.S.L. � TEMPORARY DRY DETENTION 100 YR - 813.24 10 YR - 811.76 2YR -810 6 10 S d S d..... ,.__,....... S..'d .. ........_.., _ . ...... 0_� 10 1 9 1 1 8 WATER K, Ef R � PIT (TY SAN TA FY LATERAL ANITARY LATERAL (P eP.) e- C> x O . ..... a2 —3 GAS SE VIUL LINE ( P.) 2F D-_&G.E_-_ /1 ° ! r /1 7 7� 0 5 I - Z;�� ME �. Monon Trail 4 ANITARY )�R ( LATERAL P. LI II 43 � �5 SANITA Y LA ERAL CLEAN UT ( P.) 3 11 1� 1j, L WATER METER X� --J � I� PIT (NP.) O I T R z tog GAS SERVICE C\12 LINE ( P. Z I I I l 20' D.&OU.E. i 10' B. L. i i I I I� �. w a di a E, H w cor) H � �-�— SHEET N0. v � 2 PROJECT�NJL V � 1 W05 -0679 S d S d..... ,.__,....... S..'d .. ........_.., _ . ...... 0_� 10 1 9 1 1 8 WATER K, Ef R � PIT (TY SAN TA FY LATERAL ANITARY LATERAL (P eP.) e- C> x O . ..... a2 —3 GAS SE VIUL LINE ( P.) 2F D-_&G.E_-_ /1 ° ! r /1 7 7� 0 5 I - Z;�� ME �. Monon Trail 4 ANITARY )�R ( LATERAL P. LI II 43 � �5 SANITA Y LA ERAL CLEAN UT ( P.) 3 11 1� 1j, L WATER METER X� --J � I� PIT (NP.) O I T R z tog GAS SERVICE C\12 LINE ( P. Z I I I l 20' D.&OU.E. i 10' B. L. i i I I I� �. w a di a E, H w cor) H � �-�— SHEET N0. v � 2 PROJECT�NJL V � 1 W05 -0679 di a E, H w cor) H � �-�— SHEET N0. v � 2 PROJECT�NJL V � 1 W05 -0679 a E I rn n co O LO O LO O El U� cn E C: -a- 0 N LO El Cn Q El r- Z O (gO LO N ow e Q) Ln V) a� OQ Og : v ❑Lr) O Q .. U wm z OF:: Hw U >- F- O Og 0� 10 1 9 mm lei U 0 m V / l F we E 815 Arl mMem �:ii 795 tl U 0 LO 0 0 N U ❑ (1) E 0 785 o U El 0nw c:-1 Q, o O0 {-- N O W �o r,: ❑ �-- r- Q) Ln L 0 0� N 0 =0 U wm Z � oFL: ,=° 0� FW-0 og o� 7 10 5 4 3 2 N u + 0 O II L Q V I STA = 9 +50.00 C RVE LEN 150.00 PROPO ED GRADE (-1- z% 0 52% LEGEND ° �Lc� M = RIGHT -OF -WAY LINE o nN EXISTING = STORM SEWER LINE '+ Ln ` � = SWALE 0o II + rT. = SANITARY SEWER LINE >I II __j 0 = SANITARY SEWER MANHOLE -° - = FLOW DIRECTION II = EXIST. CONTOURS .......... it 0 = STORM BEEHIVE INLET ..... Q ❑ = STORM INLET T.C. = TOP OF CASTING w cn INV. = INVERT RCP = REINFORCED CONCRETE PIPE SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE E tL M.H. = MANHOLE R S STR. D. &U.E. = STRUCTURE DRAINAGE AND UTILITY EASEMENT 7, C = H _ 11Q S.S.E. SANITARY SEWER EASEMENT L 5 R.D.E. = REGULATED DRAIN EASEMENT C B.S.L. = BUILDING SETBACK LINE E A V.W. = VARIABLE WIDTH L PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — • = SUBSURFACE DRAIN AND SUMP LINE - � = WATER LINE C�J = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST, TREELINE = 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 PI ST WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) F lei U 0 m V / l F we E 815 Arl mMem �:ii 795 tl U 0 LO 0 0 N U ❑ (1) E 0 785 o U El 0nw c:-1 Q, o O0 {-- N O W �o r,: ❑ �-- r- Q) Ln L 0 0� N 0 =0 U wm Z � oFL: ,=° 0� FW-0 og o� 7 10 5 4 3 2 N u + 0 O II L Q V I STA = 9 +50.00 C RVE LEN 150.00 PROPO ED GRADE (-1- z% 0 52% C):� L4 �.� W n w ° �Lc� M Ln o nN EXISTING '+ Ln ` � Q 0o II + rT. -- >I II __j C):� L4 �.� W n m � m 1110 � CO r-- � 00 M 00 cc � 00 00 r� Lf) m 00 � O QO ro m 00 Qc r-- m O 0) N - Ln � r'� C0 O m N QO Ln 0) r�- m O O N I-- Ln r-� I\ r� O d� N d) d- Il� Ln N N 00 cO N O CD QO N N � 00 r� cc 0) d) Cfl 0) co co LO LO N Ln 0-) � 0� N-) n 0) o co 0) 0) 1-- 0) co 0- 0-) n o o r) co n n d- I-- U-) L(D ( 00 00 m co o LO r) n 0� mot- 00 Ln 0) co 0 00 - m o (D 0 �- M Ln Q0 r7 n 00 0 CO co 00 m rl� 0) Il� LO d- Ln ff� Ln Ln Ln N Ln N ff-) N 4 N N 4 N 4 N 4 N 4 N 4 N 4 rr) 4 m, 4 44 44 4 rf,) Ln r r) Ln Ln N Ln N Ln' r,,-)* ff -) rr) Ln' cfl d- co rr) T) N Ln N Ln N ff-) d- r- --- r- r- - [- r- N- N- N- � t- I-- r- � � N-- �- T- C- T- r- � r- O T- r- V- � � I-- �- � T- t- T- � � � r- T- r- I- �- f r- r- c- r- r- r- r- - -- - r- oo CO co co 00 0o 00 00 00 co 00 00 00 00 00 00 00 00 00 00 00 0o 0o 0o 00 00 0o 00 0o 00 00 00 00 00 00 00 00 00 00 00 00 0o 0o 0o 00 00 00 00 0o co 0o 00 00 0o 00 00 � � � 00 co 00 0o 00 00 0o 0o 00 � � co 00 00 00 00 03 00 00 00 00 00 0o 10 +00 9 +50 9 +00 8 +50 8 +00 7 +50 7 +00 6 +50 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 0 +00 10 1 9 1 I 8 1 7 :o 5 4 3 2 o •--4 %0 00 co �o tn I H do O No U w qlNTt H 00 00 4T .. ��o V-4 V-4 C) U M M 00 x w w � w a U O w� H A TI z T1 a �© WW a> o v1 00 A wd. •Z � w w L/1 H O� w U� • t~ o a � T z O� - y w H O H o U 0� z w .. Q M o U I d z W w U w N z z x 0 E- >1 m 1� 0 E- Q � w w 0 Q � Z Z W o o � w w� ul 1x � 830 \00�11111111/ S H Z4 • F > - No.r IPE10 - 825 ANAL /0/111111111110 820 JAMES E. SHIELDS, JR. P.E. 10201333 815 OU 810 C/D U� C � W 805 W� d U o W r44 M 800 0 0�� CO w R 795 QL) C) z •� U A 790 F�-1 w 0 o w � W w 785 a •cJ w a � n SHEET NO. PROJECT NO. W05-0679 CD Ln o nN EXISTING ` � GRADE + L -- II II it II Q __jQ � w w cn U) U tL cl- H m � m 1110 � CO r-- � 00 M 00 cc � 00 00 r� Lf) m 00 � O QO ro m 00 Qc r-- m O 0) N - Ln � r'� C0 O m N QO Ln 0) r�- m O O N I-- Ln r-� I\ r� O d� N d) d- Il� Ln N N 00 cO N O CD QO N N � 00 r� cc 0) d) Cfl 0) co co LO LO N Ln 0-) � 0� N-) n 0) o co 0) 0) 1-- 0) co 0- 0-) n o o r) co n n d- I-- U-) L(D ( 00 00 m co o LO r) n 0� mot- 00 Ln 0) co 0 00 - m o (D 0 �- M Ln Q0 r7 n 00 0 CO co 00 m rl� 0) Il� LO d- Ln ff� Ln Ln Ln N Ln N ff-) N 4 N N 4 N 4 N 4 N 4 N 4 N 4 rr) 4 m, 4 44 44 4 rf,) Ln r r) Ln Ln N Ln N Ln' r,,-)* ff -) rr) Ln' cfl d- co rr) T) N Ln N Ln N ff-) d- r- --- r- r- - [- r- N- N- N- � t- I-- r- � � N-- �- T- C- T- r- � r- O T- r- V- � � I-- �- � T- t- T- � � � r- T- r- I- �- f r- r- c- r- r- r- r- - -- - r- oo CO co co 00 0o 00 00 00 co 00 00 00 00 00 00 00 00 00 00 00 0o 0o 0o 00 00 0o 00 0o 00 00 00 00 00 00 00 00 00 00 00 00 0o 0o 0o 00 00 00 00 0o co 0o 00 00 0o 00 00 � � � 00 co 00 0o 00 00 0o 0o 00 � � co 00 00 00 00 03 00 00 00 00 00 0o 10 +00 9 +50 9 +00 8 +50 8 +00 7 +50 7 +00 6 +50 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 0 +00 10 1 9 1 I 8 1 7 :o 5 4 3 2 o •--4 %0 00 co �o tn I H do O No U w qlNTt H 00 00 4T .. ��o V-4 V-4 C) U M M 00 x w w � w a U O w� H A TI z T1 a �© WW a> o v1 00 A wd. •Z � w w L/1 H O� w U� • t~ o a � T z O� - y w H O H o U 0� z w .. Q M o U I d z W w U w N z z x 0 E- >1 m 1� 0 E- Q � w w 0 Q � Z Z W o o � w w� ul 1x � 830 \00�11111111/ S H Z4 • F > - No.r IPE10 - 825 ANAL /0/111111111110 820 JAMES E. SHIELDS, JR. P.E. 10201333 815 OU 810 C/D U� C � W 805 W� d U o W r44 M 800 0 0�� CO w R 795 QL) C) z •� U A 790 F�-1 w 0 o w � W w 785 a •cJ w a � n SHEET NO. PROJECT NO. W05-0679 H PI ST = 0+56.00 F T O S CTI NONE PI EL = 813 80 M� Z � URVE LEN = 50.00 ^' > CD G co rn Q0 o C-0 0 p� °o 0 0 � 1. � o ►w� 00 Ln � w + I I p Nuor --FaiK � II c+o 11 11 II C/1 tn > �- II O + O LL �<— cl� II < LL a- c c� z � ,w..) VPI STA 24 19.50 N cn cn w � w VPI EL = 816.20 U' �' PI ST = 7+40.25 > -' � PROPO ED CURVE LEN = 75.00 VPI TA = +08.7 > cl- � a_ PI EL = 814 60 G DE VPI EL = 8 4.80 > URVE LEN = 50.00 CURVE LEN = 50. CO -0.50% 1 .26 00, — — - s' um. corer 5 IN VPI TA = 6 +59.0 EXISTING G DE CA K I ITA Q V ICA 11TADV Al � � CURVE LEN = 50.0 12 RCP STORM 12" RCP MANHOLE 1ANH0 E 12" I CP STORM-/ V. =81 + � � I V.= 810.35 S OR M � .49 � � NV.= 810.35 8' WATER SAN IT RY °O MANHOLE W J W > ; 8" PVC SANITARY 8" VC SA ITARY "PVC SAN ITA RY O O N o INV. 805.18 " . . =. 8 PVC ANITAR + o � o PVC SAN TAY INV. 803.9 �� 00 o (.0 V. =80 .08 o �� + � � � � N pc) � K'j I� � H (/) J W II 00 Ln 0 p �- + Lo 00 N N00 II II II II �� II II � Lp � � Q N (/') w U m � m 1110 � CO r-- � 00 M 00 cc � 00 00 r� Lf) m 00 � O QO ro m 00 Qc r-- m O 0) N - Ln � r'� C0 O m N QO Ln 0) r�- m O O N I-- Ln r-� I\ r� O d� N d) d- Il� Ln N N 00 cO N O CD QO N N � 00 r� cc 0) d) Cfl 0) co co LO LO N Ln 0-) � 0� N-) n 0) o co 0) 0) 1-- 0) co 0- 0-) n o o r) co n n d- I-- U-) L(D ( 00 00 m co o LO r) n 0� mot- 00 Ln 0) co 0 00 - m o (D 0 �- M Ln Q0 r7 n 00 0 CO co 00 m rl� 0) Il� LO d- Ln ff� Ln Ln Ln N Ln N ff-) N 4 N N 4 N 4 N 4 N 4 N 4 N 4 rr) 4 m, 4 44 44 4 rf,) Ln r r) Ln Ln N Ln N Ln' r,,-)* ff -) rr) Ln' cfl d- co rr) T) N Ln N Ln N ff-) d- r- --- r- r- - [- r- N- N- N- � t- I-- r- � � N-- �- T- C- T- r- � r- O T- r- V- � � I-- �- � T- t- T- � � � r- T- r- I- �- f r- r- c- r- r- r- r- - -- - r- oo CO co co 00 0o 00 00 00 co 00 00 00 00 00 00 00 00 00 00 00 0o 0o 0o 00 00 0o 00 0o 00 00 00 00 00 00 00 00 00 00 00 00 0o 0o 0o 00 00 00 00 0o co 0o 00 00 0o 00 00 � � � 00 co 00 0o 00 00 0o 0o 00 � � co 00 00 00 00 03 00 00 00 00 00 0o 10 +00 9 +50 9 +00 8 +50 8 +00 7 +50 7 +00 6 +50 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 0 +00 10 1 9 1 I 8 1 7 :o 5 4 3 2 o •--4 %0 00 co �o tn I H do O No U w qlNTt H 00 00 4T .. ��o V-4 V-4 C) U M M 00 x w w � w a U O w� H A TI z T1 a �© WW a> o v1 00 A wd. •Z � w w L/1 H O� w U� • t~ o a � T z O� - y w H O H o U 0� z w .. Q M o U I d z W w U w N z z x 0 E- >1 m 1� 0 E- Q � w w 0 Q � Z Z W o o � w w� ul 1x � 830 \00�11111111/ S H Z4 • F > - No.r IPE10 - 825 ANAL /0/111111111110 820 JAMES E. SHIELDS, JR. P.E. 10201333 815 OU 810 C/D U� C � W 805 W� d U o W r44 M 800 0 0�� CO w R 795 QL) C) z •� U A 790 F�-1 w 0 o w � W w 785 a •cJ w a � n SHEET NO. PROJECT NO. W05-0679 c- 0 NO 00 co do tn �o E"'' �o o \0 U \o cn ' W qT d- t H 00 00 efi �t%zo x .--� V-4 0 U M M 00 x W w W � a U O W� E-i A z W a WO WW o v� 4 00 A wd. •z w o� W U� o � z o� o � o � ao❑ 0 m o� zco w� ¢ o o rn Q v V) �' I QED wQ zU Qw N wo zU �w Q� o� o° v� �L`' w w� � m 0 w Q � Q 825 Loy U 815 3 ME V) O c0 O LO O 0 U U Q O U LO El :i 795 790 785 a5 , 0 ❑ C) O = N Ln V) O ❑ a) LOU) +, N N rn ❑ � Q U ° O z U wm O� �Lj U}O- h--O Og Ua � z � w 0 Q � z w p a- �o w Ln \\0\0llltl(Illl������ / /// �� •,... a . •• ., .•• 61ST E • s' R�. ..� > • No . PE 10 - all /iii ' _•_ P ��� • �� •. ' AN •• '••......••', !!!(Iltt JAMES E. SHIELDS, JR. P.E. 10201333 Q0 92 Q) ca o U C� d W 0 W o w� o� cn 4 Nq Nq .q � � w w o0 • rz� .� a SHEET NO. PROJECT NO. W05-0679 0 N 0 V 3 (0 O LO O U ❑ �E �Q U CD ❑ LO ❑ wW o O= N LO (/) O Lo V) Q) 0 En O 1 : o N U ❑ N =o Q U wm ¢p wr og on rJ 8 I 7 I 6 I 5 I 4 I 3 825 -� ° GRANULAR BAC K FI LL wo —\j� 0 _ 825 a c� 00 :2 �-. 825 Lli LLI � ° Lij o � oc) .n.. .... ........ - ° -L' O�o0°ono ::..:.:� :::::.::.:::: .: ......:� '::::,:4 .. 812::_:..:.... a ... .. r _ ......:,....._..... _ ... , ... .... ::.... ' 3 O N .....gp2 - .. CO 1p ..... .......... P �o��� � 820 _ow�:. _ .i ►��Q�}- - + 1 • CD . + . M 820 — 825 -� ° GRANULAR BAC K FI LL wo —\j� 0 _ 825 u� c� 00 :2 �-. 825 Lli LLI � ° Lij o � oc) Q ° -L' O�o0°ono 00 O N CO C/-) °°°° �o��� � 820 30' of 12" ►��Q�}- - + 1 • CD . + + QUO Q 820 — 1+ co oo O cv II II�NLn I I II �II c\i II II Ln I II ::�E Ln N IIQ r II 11 00� Ld 8" PVC SANITARY SEWER F- � •O 1 + , cv �-- �� rz '� a O I -� �? f- �� � z --j I �UQ t- O cr ( 8ZO 800 I---- N (� T 6' of 12" R CD CD J 0 ° u� —�z Lij J 820 CD o� CD QU OO z44, f� + =Cncy-- UO Q p_z W cp � � C/ :2 ii L.Lj � v Q o � Z � � Owj � �� II � >r� �I �p�N w� cn cv cn cn � cn m � � a o w ? 815 �� �m� 815 H W � i PROPOSEb GRADE N co co 160' of 15 RCP @ 0.207o N N r D C) C) )0j 00 00 27 of 15 " RCP @0.0 E:ZiL 795 790 rn 0-) co r-- O O 00 II II > > 160' of 115" RCP @ 0119% o1 0 co 805 0011 795 790 785 785 780 780 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 10 I 9 I 8 7 C� 1830 I I I I I 8301 825 -� ° GRANULAR BAC K FI LL wo —\j� 0 _ 825 c� 00 0 �-. �N Lli LLI � ° Lij o � oc) Q ° -L' O�o0°ono 00 —00 °00000 CO Ln �O cfl°O =�� °°°° �o��� 805 820 30' of 12" ►��Q�}- - + 1 • CD . + + QUO Q 820 — 1+ co oo O cv II II�NLn I I II �II c\i II II Ln I II ::�E Ln N IIQ r II 11 00� 8" PVC SANITARY SEWER F- � •O 1 + , cv �-- �� rz '� a O I -� �? f- �� � z --j I �UQ t- O cr ( cy-1 I 800 I---- N (� T 6' of 12" R P @ 0.31%- Cl u� 8 I ! 1/1 I 8151 PROPOSED EXISTING 810 810 1795 I I I I I 7951 1790 I I I I I 7901 5 785 785 1 +00 0 +50 0 +00 1 4 3 2 0 °o 0 U D � \ 0` V 5.0 E S 4.0 HORIZONTAL SCALE. - 1 R > 50 ' T C 3.0 A5 I L 2.0 o N o CR 1.0 A L 0.0 1830 I I I I I 8301 -� ° GRANULAR BACKFILL L 00ro � 825 00 —0000 �-. �N 00000 W O Q O Or 00 —00 °00000 805 Inv = 810.39 °°°° 11 11 11 805 30' of 12" RCP @ 0.30 >> c/l . + +� 8 cno c cr�o I 0, - II II�NLn I II II Ln I IIQ r 8" PVC SANITARY SEWER 800 INV.= 806.14 cr ( cy-1 I 800 I---- N (� T 6' of 12" R P @ 0.31%- 815 8 1795 I I I I I 7951 1790 I I I I I 7901 5 785 785 1 +00 0 +50 0 +00 1 4 3 2 0 °o 0 U D � \ 0` V 5.0 E S 4.0 HORIZONTAL SCALE. - 1 R > 50 ' T C 3.0 A5 I L 2.0 o N o CR 1.0 A L 0.0 1830 I I I I I 8301 825 - -� ° GRANULAR BACKFILL L LLJ 825 �-. LLJ W O Q O Or 820 � op O Op O �CD0000 L °o�cn��o 820 + � I + .O�Q�� . + I 0 . + +� 8 cno c cr�o I 0, - II II�NLn I II II Ln I IIQ r NO � � 'Q I cr ( cy-1 I I---- N (� T TV / V J V / V 815 8 815 FN 91 � N 00 OEM n 0,A 0 0 0 0 00 00 00 Inv = 810 39 805 0000 II II 11 805 = cn 30' of 12" CP @ 0.30% >> > >_ 8 RVC SANITARY INV.= 805.54 800 800 73 of 12 " PCP @0.31% 1795 7951 1790 I I I I I 7901 785 ass 1 I V �, � 0 +50 0 +00 1 1 o .--4 %0 00 E-4 \0 tn � �o o \0 U . w IT d- tn C--1 00 00 qqT 0-4 t*� tk�o x ,-4 ..4 o U MM 00 aJ x w � w w a U A M a O w a� o rn 00 rT A w�. •Z � w w w N � O � z o� _ w z • = o ~ t o U 0 zccoo wV ¢ �a o >�° °'W<��Qw � wL0 zo �LLI zQ x4 .`� 0 o� �° rig �W w �co Y cD O 1 W ca Q � N z U) w 0 Q U Z c) Q ;2� Z W b IL W > C!) SHIE4 %, o �;:'t�G�STFRF• ' >Q• • No. _ �E10 - _- _ - _ i . • _ / - • \ ell • �/001I11111111���� JAMES E. SHIELDS, JR. P.E. 10201333 Q o C� C/) QL) co N W� 4 W U o � w W w o o� e- 9 �� clq � _o co �4 .co U ' 1 w p� 0 o ;4 w SHEET N4. PROJECT N0. W05 -0679 73 of 12 " PCP @0.31% 1795 7951 1790 I I I I I 7901 785 ass 1 I V �, � 0 +50 0 +00 1 1 o .--4 %0 00 E-4 \0 tn � �o o \0 U . w IT d- tn C--1 00 00 qqT 0-4 t*� tk�o x ,-4 ..4 o U MM 00 aJ x w � w w a U A M a O w a� o rn 00 rT A w�. •Z � w w w N � O � z o� _ w z • = o ~ t o U 0 zccoo wV ¢ �a o >�° °'W<��Qw � wL0 zo �LLI zQ x4 .`� 0 o� �° rig �W w �co Y cD O 1 W ca Q � N z U) w 0 Q U Z c) Q ;2� Z W b IL W > C!) SHIE4 %, o �;:'t�G�STFRF• ' >Q• • No. _ �E10 - _- _ - _ i . • _ / - • \ ell • �/001I11111111���� JAMES E. SHIELDS, JR. P.E. 10201333 Q o C� C/) QL) co N W� 4 W U o � w W w o o� e- 9 �� clq � _o co �4 .co U ' 1 w p� 0 o ;4 w SHEET N4. PROJECT N0. W05 -0679 SHEET N4. PROJECT N0. W05 -0679 C_ 0 Q 1[7 NOTE: CONTRACTOR TO INSTALL #12 TRACER WIRE WITH ALL SANITARY MAINS AND SERVICE CONNECTIONS CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS 9 I 8 7 6 5 I 4 I 3 Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP installations shall be B– Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 –inch minimum depth of material below the pipe barrel and a minimum of 3– inches below the bell. For pipe sizes 66– inches and larger, the minimum depth of material below the pipe barrel shall be 6– inches. Bedding, haunching and initial 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 shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6– inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18– inches. Final Backfill Final backfill for all RCP installations under and within 5 –feet of pavement shall be B– Borrow for Structure Backfill meeting the material requirements of the INDOT and 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 subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 –feet of pavement shall be clean fill material free of rocks larger than 6– inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 –inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. CITY OF CARMEL STANDARD BACKFILL NOTES: WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement 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 shall be B –Borrow for Structure Backfill meeting the material requirements of the INDOT and 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 subbase of the pavement shall be No. 53 Stone meeting the material requirements 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 final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the 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 practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Z Q 0 L0 0 0 �r a C Q 0 pp U O ❑ El� N � V �C O o 0- o � N ❑ L L C ++ a) O ) D 0 N T T ❑ Q O 4- U wm Z � o U0 w I-O 10 1 9 / .o0 o� Zi W r 00 z� WlU 51.9350>; �O O� � oc� O N -P FA MANHOLE TO PIPE CONNECTION TO BE A -LOCK, DURA SEAL OR APPROVED EQUAL EX. INV.= 802.10 INV.= 802.72 EXISTING 18" CAST IRON PIPE (,__PROPOS D 8" SANITARY SEWER EXISTING SANITARY MANHOLE CONNECTION DETAIL -� 0 W 01-1 Ld w o Z = z o� LL_ Q cn L _CY- CD ~ Z V) — Z Z3: 00 F– C LATERAL LOCATION TABLE BUILDING NUMBER LEGEND. = RIGHT-OF-WAY LINE = STORM SEWER LINE = SWALE = SANITARY SEWER LINE © = SANITARY SEWER MANHOLE FLOW DIRECTION EXIST. CONTOURS O = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING I NV. = INVERT PROPOSED STATIONING BUILDING A RCP = REINFORCED CONCRETE PIPE 0 +31 SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE 903 M.H. = MANHOLE FUTURE BUILDING D STR. = STRUCTURE 0 +87 D. &U.E. = DRAINAGE AND UTILITY EASEMENT 904 S.S.E. = SANITARY SEWER EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING Q TYP. = TYPICAL — = SUBSURFACE DRAIN AND SUMP LINE = WATER LI N E C� = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. BACKFILL = EXIST. TREELINE = 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 _10 STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) Z Q 0 L0 0 0 �r a C Q 0 pp U O ❑ El� N � V �C O o 0- o � N ❑ L L C ++ a) O ) D 0 N T T ❑ Q O 4- U wm Z � o U0 w I-O 10 1 9 / .o0 o� Zi W r 00 z� WlU 51.9350>; �O O� � oc� O N -P FA MANHOLE TO PIPE CONNECTION TO BE A -LOCK, DURA SEAL OR APPROVED EQUAL EX. INV.= 802.10 INV.= 802.72 EXISTING 18" CAST IRON PIPE (,__PROPOS D 8" SANITARY SEWER EXISTING SANITARY MANHOLE CONNECTION DETAIL -� 0 W 01-1 Ld w o Z = z o� LL_ Q cn L _CY- CD ~ Z V) — Z Z3: 00 F– C LATERAL LOCATION TABLE BUILDING NUMBER NEAREST DOWNSTREAM MANHOLE PROPOSED STATIONING BUILDING A 903 0 +31 BUILDING B 903 0 +36 FUTURE BUILDING D 904 0 +87 BUILDING C 904 2 +40 2 I�'Ilj 785 Aso 8 +50 8 +50 7 ma= 7 +50 7 +00 n 6 +50 6 +00 5 +50 5 5 +00 4 +50 4 +00 4 3 +50 3 +00 2 +54 2 +00 1 +50 3 1 +00 2 OPEN I CUT EXISTING PAVEMENT REPAIR PAVEMENT 0 +50 0 +00 785 0 �_ \O 00 U U cyi Cy W 71 � in � 00 00 d; x �� oo U MM00 aJ X W W � w a U O W� T Z ITI Z C—� A a r'w, vi WO WW o En 00 A w� .Z W W � � " W U� W � Z Zo W � W - o � ° U rn z .. Q A M Q co � M o ( ° Q \ Q Q w rn Zw Z0 N o O c co d w w CD a Q o Q Q v Q 0 LLJ w Q � Q w� z � w 0 Q U Z c) U) ry- Z w p a- o w > � �• S H1F� O •�G�ST fj'•••' F > • No.• OE10 � . • JAMES E. SHIELDS, JR. P.E. 10201333 Q0 0 0 Q.) C W Q.) F..� o� o a � w ° on co co QL) H 4 U w Q.) W o o w Q w � o SHEET NO. PROJECT NO. W05 -0670 GRANUUkR Q BACKFILL 825 o 825 CD 0 I 820 � � � O C° M o C� r 820 . ,� w UJ U7— • r- co L J ��00 C C 1 r Ln `O PROPOSED GRADE ��00 cry I I I I ~ I I I I �' d- r� W �` C� Z 1~ 00 OC 11 Z �U < Z �Lj �n00 U ,� O Q 815 c1� cn Cn II II o r` � I Z ►– o 0 z +o CD 815 I 11-A _ cn cn c II BAC FI LL ° 00 EXISTING GRADE II Q �U LJ _J O — II II 12" STORM 54" MI � � � M Cn 810 I NV. = 810.35 810 EX. GAS MAIN ° VV/-\ I ° ASSUMED DEPTH 12" STORM MAIN 12" STORM NT CO RAC OR TO FIELD INV.= 810.35 INV.= 810.49 VERIFY LOCATION ►�� PRIOR T 805 N� �� 273, f 8" SSP � BANK PROTECTION CONSTR CTION 00 .45� Oo 805 0000 roC ' 138 of 8„ RCP 0.45% II II CD CD 0000 u7 u7 O o 00 00 �� �'' 0 0 67' o f g " R P @ 0. 45% 1 EX . 18" AST Q) a) > > I I I I II II 0000 C C r–o c� IRON PIP o 800 Q) Q) II II 00 co 0 N o 800 » >> �.� N o a) (D 00 Q) > > U > 795 » 10 00 �- 795 0 MAIN 00 I�'Ilj 785 Aso 8 +50 8 +50 7 ma= 7 +50 7 +00 n 6 +50 6 +00 5 +50 5 5 +00 4 +50 4 +00 4 3 +50 3 +00 2 +54 2 +00 1 +50 3 1 +00 2 OPEN I CUT EXISTING PAVEMENT REPAIR PAVEMENT 0 +50 0 +00 785 0 �_ \O 00 U U cyi Cy W 71 � in � 00 00 d; x �� oo U MM00 aJ X W W � w a U O W� T Z ITI Z C—� A a r'w, vi WO WW o En 00 A w� .Z W W � � " W U� W � Z Zo W � W - o � ° U rn z .. Q A M Q co � M o ( ° Q \ Q Q w rn Zw Z0 N o O c co d w w CD a Q o Q Q v Q 0 LLJ w Q � Q w� z � w 0 Q U Z c) U) ry- Z w p a- o w > � �• S H1F� O •�G�ST fj'•••' F > • No.• OE10 � . • JAMES E. SHIELDS, JR. P.E. 10201333 Q0 0 0 Q.) C W Q.) F..� o� o a � w ° on co co QL) H 4 U w Q.) W o o w Q w � o SHEET NO. PROJECT NO. W05 -0670 N U Q) O Of W co 0 n O 0 O p V r 0(o z 00 O I N L0 0 j � D 0, E? =0 Q V W m Z � O� F— �w UO �O O� �n 10 I 9 PROJECT LOCATION 8 1 7 R SOILS TYPE LEGEND Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE 5 SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK —SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND S T:WNG OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL 4 N 2 CrA: CROSBY SILT LOAM, 0 -3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT - CP I CP S DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND --� - to MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN - - SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL - O-� • �? C P POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE > ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL 1rc FROST ACTION, AND SLOW PERMEABIUTY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO Sh BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELUNGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO CP PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE `p CA UMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED F E WITH SUITABLE MATERIAL , j :. jva < - 0:� CPO CP MmB2: MIAMI SILT LOAM, 2 -6 PERCENT SLOPES -THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. R IS F SAN M H DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A r MEDIUM ORGANIC MATTER CONTENT. IT HAS COMPACT TILL BTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL � TC: B1 1. 66 k— FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE �j C� F = CP S 1 HRINK -SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS O = O In V: 8 02. 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 BECAUSE OF THESE LIMITATIONS THIS . o SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW ::cb : .......... - =� °' . . ..... STRENGTH. ; ................ .. :. O Itp .......:::.... Sh, SHOALS SILT LOAM. - PERMEABILITY IS MODERATE AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE > F •�-? - _ ::. SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS �D �p 6' cp SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING O .., Cp \� USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO a = = 2::.. F F_ NOT TO SCALE SOILS TYPE LEGEND FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND "� = O . 72 X 9 6 NOT TO SCALE Q � - ........:... � _ .:.cam ...::.... Q�... Br BROOKSTON SILTY CLAY LOAM FLOODING. J CP'. Top: 81 CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES MmB2 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED '� -` `:. • °j -�-- :::::::::::. :: RM 207 h SHOALS SILT LOAM PROJECT LOCATION c' S S OAL j . c�A . O CP , to o < ot CR � F � ........... :.:. Contact Person for Erosion Control & Sediment Practices DRESS HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE: (377) 397 -7300 CONTACT PERSON: JOHN TALBOT Instr, 1999-996/J52 10 I 9 I 8 I 7 I 6 I 5 4 3 2 0 vz'd' mow.... , ......w ,-4�000 .4MT O �OC`G %6 M N d' 4T vn 00 00 4T tlzt_40 V-4 .-4 Q M M 00 ♦A* • O 7' a�H u z� o� o� rA H U W H x W Qz a ao a� A z ICA W W R V z w a z� ° w� Q o E- � w w Q pa \ Q w am �,n Z� zw ZU x� N O� C7 C) dW W �co a co Q° Q Q v Q � m co 0 W co Q I Q Cx) co N W � z � w O Q V Z W 0 �o w \\00 w i 11111t11//�����i// S- S HIE4 O \\ •••••�••• O •••••• !•.•• G \ST E .•••S F, RF > • No. E10 ••• �w ••� 0000 NAL \\`\ \\ / / //I I I I I I I I �i���0 JAMES E. SHIELDS, JR. P.E. 10201333 Q.) s 0 o U 4� C/) r v Q d 0 U 0 C) d GO d M W d C) Elft� I� ca 92 (D ca R Q.) Q4 C\2 Q.) .9 -4' U C" 0 co Q v 1 •�� ts o o � o L4 a 'cJ w n � 0 SHEET NO. PROJECT N0. W05 -0679 Q) U 0 3 af w I a c� 0 LO O I O LO U Vj o v V N � u7 o r` o I to u7 cc 00 "n I o O N a) .V) M 0 0 0 ow Q 2 O W m U Z in ow U�!O J 0 � 10 9 SECTION A - CONSTRUCTION PLAN ELEMENTS Al PLAN INDEX - THE INDEX IS AS FOLLOWS. A2 ll "x17" PLAT - (REDUCTION OF STORMWATER POLLUTION PREVENTION PLAN TO BE SUBMITTED WITH FULL SIZE PLAN) A3 PROJECT NARRATIVE - THIS IS A PROPOSED RESIDENTIAL MULTI FAMILY DEVELOPMENT ON APPROXIMATELY 9.0 ACRES. THE CONSTRUCTION SHALL CONSIST OF CURB, ASPHALT DRIVE, ENCLOSED STORM SEWERS, AND SANITARY SEWERS AND DETENTION PONDS. A4 VICINITY MAP - SEE BOTTOM RIGHT OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501 A5 LEGAL DESCRIPTION - SEE UPPER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501, LAT: N 39.59'06" LONG: W86007'51" A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090030 A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS NOT APPLICABLE A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE - FOLLETT & MORROW LEGAL REGULATED OPEN DRAINAGE DITCH AND COOL CREEK ARE LOCATED ON SITE. All IDENTIFICATION OF ALL RECEIVING WATERS - CITY OF CARMEL STORM SEWERS TO WET DETENTION PONDS, THEN TO THE FOLLETT & MORROW LEGAL REGULATED OPEN DRAINAGE DITCH AND EVENTUALLY COOL CREEK- GRASSY BRANCH /LITTLE COOL CREEK DITCH Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ONSITE DETENTION PONDS. A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10 PRE -1.78 CFS, Q10 POST -0.58 CFS. A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - RESIDENTIAL A16 CONSTRUCTION LIMITS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEETS C501. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS /TREES A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE LOWER LEFT CORNER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER SYSTEMS - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A22 EXISTING SITE TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN, C501. A23 PROPOSED FINAL TOPOGRAPHY -SEE STORMWATER POLLUTION PREVENTION PLAN, C501. MAINTENANCE 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. 1 "X2° HARDWOOD CROSSBR4CING 2 "X2 "X36" HARDWOOD CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' O.C. STRUCTURE 1/2" X 2" X 24" WOOD LATH AT EACH STAKE OVER FABRIC 36° WIDE NONWOVEN POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: i. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE R. SILT FENCE INLET PROTECTION DETAIL (NOT TO SCALE) 8 SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE 81 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. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES - 1. BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. 2. CONSTRUCTION ENTRANCE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG 136TH STREET ENTRANCE. 3. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING. 4. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING. FINISH GRADE AND SEED BASINS, SLOPES, SWALES AND MOUNDS. TEMPORARY SEED ALL DISTURBED AREAS. 5. SANITARY SEWER - INSTALL SANITARY SEWER LATERALS AND APPURTNANCES. 6. STORM SEWER - INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS ARE COMPLETED. 7. UTILITIES - COORDINATE INSTALLATION OF WATER, GAS, TELEPHONE, ELECTRIC AND OTHER REQUIRED UTILITY LINES. 8. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. 9. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PEMANENTLY SEED ALL PROPERTY PERIMETER AREAS. 10. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ROADWAYS, CURBS AND ENTRY DRIVES. 11. TEMPORARY SEED ALL DISTURBED AREAS. 12. FINAL LANDSCAPING - FINAL GRADE AND INSTALL LANDSCAPING. 13. FINAL SEEDING - COMPLETE FINAL SEEDING. 14. MAINTENANCE - MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABLIZED. 83 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF PLAN 84 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - SEE EROSION CONTROL PLAN B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - Erosion Control Blankets w/ Straw bales every 100' have been shown on the plans. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN 87 RUNOFF CONTROL MEASURES - SILT FENCE AND BLANKET - SEE PLAN LOCATION 88 STORM WATER OUTLET PROTECTION SPECS - RIP RAP TO BE PLACED AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN B10 STORMWATER QUALITY CONSTRUCTION DETAILS - SEE EROSION CONTROL PLAN B11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART B12 PERMANENT SURFACE STABILIZATIONS - SEE SEASONAL SOIL PROTECTION CHART B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCURE.; 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 STO!�M SYSTEM. SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. EX. FIRE DEPARTMENT: (317) 896 -5236 , POLICE DEPARTMENT: (317) 896 -5236 B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - SEE STORMWATER QUALITY CONSTRUCTION DETAILS B15 EROSION & .SEDIMENT CONTROL SPECS - SEE DETAILS 2- #2 1 E FILTER FABRIC - :C . 1. ! •fil SMOOTH FOUNDATION UNDER FILTER CONSTRUCTION ENTRANCE (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. r � Z =-„ - � ` RUNOFF RUNOFF > > ? c > > S if R�N�FF GRAVELBAG CURB 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. RIP -RAP N Sri 1 18- Mw. SIDE OUTLET EROSION CONTROL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A SEEDING DORMANT 6-► SEEDING A SEEDING E A C SODDING MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F = SOD G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART POST 4" DIA. WOOD OR 1.33 � LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE SF SF (MIN) -6° MESH SPACING (MAX) FASTENED BY 1- WIRE I PS F STAPLES, TIE WIRES, OR HOG SUBSOIL } RINGS FILTER FABRIC ALONG LENGTH STOCKPILE -� (NO JOINTS) STAPLE OR I {n WIRE TO FENCE to :-- 4 "X4- TRENCH TO UE PS u7 BACKFILLED AND COMPACTED DOWN - UPSLOPE U) SLOPE - � c yI 111 �1 10 1 111E r PS SILT FENCE SECTION (NO SCALE) 2 "x2" STAKES SILT FENCE 7 SECTION C - STORMWATER POLLUTION PREVENTION PLAN - POST- QNSTRUCTION Cl PH 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 FERTILIZERES AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION - TWO FOOT SUMPS ARE BEING PROPOSED. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES - TWO FOOT SUMPS ARE BEING PROPOSED. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE - SEE EROSION CONTROL SHEET C501 FOR LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR WATER QUALITY MEASURES. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES - SEE ATTACHED OPERATIONS AND MAINTAINENCE MANUAL. 10' MIN. 12" FILTREXX FILTER SOCK (WWW.FILTREXX.COM) BERM STAKE (TYP.) 10' MINI. SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO ALTREXX FILTER SOCK LATH & FLAGGING ON PLAN ALL SIDES 10 MIL PLASTIC LINING STAKE (ce•) 12' FILTREXX FILTER SOCK 3' A"*, SEM mav BERM NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE BELOW GMEm NOT TO 3/8' TREATED PLYWOOD 48'x24' PAINTED WHITE BLACK LETTER 6' HEIGHT 0.5' LAG SCREWS WOOD POST 3'x3'x8' _T CONCRETE WASHOUT SIGN NOT M SCALE GRADE @ END STAKE SHALL BE HIGHER THAN TOP OF PIPE END SECTION MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FLARED END SECTION PROTECTION (NO SCALE) 6 I 5 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 BRAESIDE TRAIL ROAD ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND HAMILTON COUNTY SOIL & WATER DISTRICT 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. CONSTRUCTION ACCESS DRIVE - TOP SOIL STRIPPING & STONE PLACEMENT SHALL BE INSTALLED AS SHOWN ON PLANS AT ENTRANCE FROM 136TH STREET. CONCRETE WASHOUT AREA TO BE INSTALLED AND MARKED AS SHOWN. C. PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES. D. EARTHWORK - TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON LAKES. DIRT FROM LAKE AREAS 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 POND BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. E. 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. AS -BUILT INFORMATION IS TO BE PROVIDED TO CTE ENGINEERING UPON COMPLETION OF EVERY THIRD MANHOLE SET. F. STORM SEWER - CURB INLETS, YARD INLETS, STORM PIPES & STREET UNDERDRAINS SHALL BE CONSTRUCTED AS WARRANTS. LAKE CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION OF INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN '°C" ABOVE. SILT FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL. GRAVELBAG CURB PROTECTION PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. G. 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. H. PAVEMENT - LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVELBAGS 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. I. FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AROUND LAKE AREAS 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. J. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. K. FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. L. INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SHOWN ON THIS SHEET FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE FAMILY DWELLING UNDER CONSTRUCTION. M. PERMANENT SEED ALL AREAS OF DISTURBANCE. VILLAGE GREEN LAND DESCRIPTION 4 PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID EAST HALF QUARTER SECTION; THENCE ALONG THE NORTH LINE THEREOF NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 78.95 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 01 DEGREE 26 MINUTES 26 SECONDS EAST 50.00 FEET; THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 160.40 FEET; THENE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; THENC NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT NUMBER 1999 - 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ALONG SAID WEST LINE NORTH 01 DEGREE 02 MINUTES 20 SECONDS WEST 538.24 FEET TO THE NORTH LINE OF SAID EAST HALF QUARTER SECTION; THENCE ALONG SAID NORTH LINE SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 377.85 FEET TO THE POINT OF BEGINNING, CONTAINING 2.593 ACRES, MORE OR LESS. REAR YARD DRAINAGE SWALE WALK CURB & GUTTER CURB INLET PROTECTION STREET CENTERLINE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE/TWO FAMILY DWELLING UNDER CONSTRUCTION 7 I 6 O EROSION CONTROL PLAN PLAN NOTES EROSION CONTROL SPECIFICATIONS 1) This plan is designed as an attempt to prevent any and all sediment from leaving the construction site by way of erosion. If erosion of sediment from the site is taking place, the owner shall take preventative action immediately. The engineer shall be consulted in the event this happens. 2) Temporary seeding is to be applied to any graded area that will remain unaltered for on extended period of time. 3) Permanent seeding is to be applied immediately to areas that have achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. 5) All sediment capturing measures are to be implemented prior to the disturbance of the construction areo they ore intended to service. 6) All erosion control measures proposed are to be properly maintained to continue their effectiveness. 7) If grading occurs during December, January, February dormant seeding procedures shall be used. 8) During dry weather, keep lawns watered with sprinklers or other approved methods. Reseed any areas not germinating or damaged at intervals as may be required according to seasonal condition and /or construction activity. Water grass and execute necessary weeding until full stand of grass has been obtained. 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and /or owner. 10) It shall be the contractor's and /or owner's responsibility to minimize sedimentation (from on -site construction activities) from being deposited onto adjacent properties and receiving streams /ditches in strict compliance with "Rule 5' (327 IAC 15 -5, construction activity stormwater runoff control). It shall also be the contractor's or owner's responsibility to obtain any approvals required from the local authority and to submit a complete Notice of Intent letter to the Office of Water Management, Indiano Department of Environmental Management prior to any construction activity. 11) Provide- #2 crushed stone construction entrances) to site from streets /roads. 12) It sholl be the contractor's and /or owner's responsibility to implement on erosion control plan for each lot. The builder may implement a different erosion control plan as long as it meet or exceeds Rule 5 regulations. MIMUAL LOT EROSION CONTROL PLAN PLAN LEGEND FINISH GRADE /WATER FLOW PROPERTY LINE /DRAINAGE SWALE PS - PERMANENT SEEDING RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -S F - SILT FENCE 3 1 2 1 1 Contact Person for Erosion Control & Sediment Practices DREES HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE: (3>7) 347 -7300 CONTACT PERSON.- JOHN TALBOT -NOTE THIS P - LAN 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. EROSION CONTROL NOTES: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY., FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. PERMANENT SEEDING SPECIFICATIONS: 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN 1h ", EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER. 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 11) COVER SEED TO A DEPTH OF 1 " BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 � TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AF-fER 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. LEGEND EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) •Y W W - PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: W 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - GRAVELBAG EROSION CONTROL DAM AROUND CURB INLETS (SEE DETAIL) El - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) - SF - SILT FENCE -(SEE DETAIL) 3 I 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. ov qT u \o O \0 U qT � " H Oo Oo ei; x 04 tk� tw� O T-4 7-4O U M M 00 9 x 4-4 .4< w a U o WTI F� a �. rn o W a� O � 00 A Z x �< W L� o� � U� z �=AO H Z O� W � H O tn o U ❑ET:1 _0 C) rn o >' cn Z CEO W 00 Q CQ O E- Ij < w w < LLJ 0') W � N W `n Z M z w z Q x o c O� CD CO �W W E- aa.. Q° Q Q ju I Q m E_ d Q w m cn z z 0 w \\\\o0 k i l l 111 1 111 //����i // �, SH IF4 \\ � ••••••••••••T O • <v•,.• GIS E •• ••s No. a , )?E10 _ _ _ 0% 000 000 JAMES E. SHIELDS, JR. P.E. 10201333 CD 92 a o vJ �4 - U 0 o d r' a o 0 CO o�CO C112 Q6) . Qm� %-- w U o r� W 0 w Q u w I -� x w C I� SHEET NO. PROJECT NO. W05-0679 a� � SF SF PS F SUBSOIL } TOPSOIL \ STOCKPILE STOCKPILE LL {n PS LL_ U) PS PS PS AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.) LL Cn w -1 J n n � a� PS TOWNHOMES Q0 �-a rQ z P w? o� o� 00 �o GARAGE (n CONSTRUCTION ENTRANCE /EXIT PS PS PS V) I _T1 I WALK CURB & GUTTER CURB INLET PROTECTION STREET CENTERLINE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE/TWO FAMILY DWELLING UNDER CONSTRUCTION 7 I 6 O EROSION CONTROL PLAN PLAN NOTES EROSION CONTROL SPECIFICATIONS 1) This plan is designed as an attempt to prevent any and all sediment from leaving the construction site by way of erosion. If erosion of sediment from the site is taking place, the owner shall take preventative action immediately. The engineer shall be consulted in the event this happens. 2) Temporary seeding is to be applied to any graded area that will remain unaltered for on extended period of time. 3) Permanent seeding is to be applied immediately to areas that have achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. 5) All sediment capturing measures are to be implemented prior to the disturbance of the construction areo they ore intended to service. 6) All erosion control measures proposed are to be properly maintained to continue their effectiveness. 7) If grading occurs during December, January, February dormant seeding procedures shall be used. 8) During dry weather, keep lawns watered with sprinklers or other approved methods. Reseed any areas not germinating or damaged at intervals as may be required according to seasonal condition and /or construction activity. Water grass and execute necessary weeding until full stand of grass has been obtained. 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and /or owner. 10) It shall be the contractor's and /or owner's responsibility to minimize sedimentation (from on -site construction activities) from being deposited onto adjacent properties and receiving streams /ditches in strict compliance with "Rule 5' (327 IAC 15 -5, construction activity stormwater runoff control). It shall also be the contractor's or owner's responsibility to obtain any approvals required from the local authority and to submit a complete Notice of Intent letter to the Office of Water Management, Indiano Department of Environmental Management prior to any construction activity. 11) Provide- #2 crushed stone construction entrances) to site from streets /roads. 12) It sholl be the contractor's and /or owner's responsibility to implement on erosion control plan for each lot. The builder may implement a different erosion control plan as long as it meet or exceeds Rule 5 regulations. MIMUAL LOT EROSION CONTROL PLAN PLAN LEGEND FINISH GRADE /WATER FLOW PROPERTY LINE /DRAINAGE SWALE PS - PERMANENT SEEDING RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -S F - SILT FENCE 3 1 2 1 1 Contact Person for Erosion Control & Sediment Practices DREES HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE: (3>7) 347 -7300 CONTACT PERSON.- JOHN TALBOT -NOTE THIS P - LAN 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. EROSION CONTROL NOTES: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY., FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. PERMANENT SEEDING SPECIFICATIONS: 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN 1h ", EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER. 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 11) COVER SEED TO A DEPTH OF 1 " BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 � TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AF-fER 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. LEGEND EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) •Y W W - PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: W 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - GRAVELBAG EROSION CONTROL DAM AROUND CURB INLETS (SEE DETAIL) El - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) - SF - SILT FENCE -(SEE DETAIL) 3 I 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. ov qT u \o O \0 U qT � " H Oo Oo ei; x 04 tk� tw� O T-4 7-4O U M M 00 9 x 4-4 .4< w a U o WTI F� a �. rn o W a� O � 00 A Z x �< W L� o� � U� z �=AO H Z O� W � H O tn o U ❑ET:1 _0 C) rn o >' cn Z CEO W 00 Q CQ O E- Ij < w w < LLJ 0') W � N W `n Z M z w z Q x o c O� CD CO �W W E- aa.. Q° Q Q ju I Q m E_ d Q w m cn z z 0 w \\\\o0 k i l l 111 1 111 //����i // �, SH IF4 \\ � ••••••••••••T O • <v•,.• GIS E •• ••s No. a , )?E10 _ _ _ 0% 000 000 JAMES E. SHIELDS, JR. P.E. 10201333 CD 92 a o vJ �4 - U 0 o d r' a o 0 CO o�CO C112 Q6) . Qm� %-- w U o r� W 0 w Q u w I -� x w C I� SHEET NO. PROJECT NO. W05-0679 a� 10 SECTION A - CONSTRUCTION PLAN ELEMENTS Al PLAN INDEX - THE INDEX IS AS FOLLOWS. A2 l l "x17" PLAT - (REDUCTION OF STORMWATER POLLUTION PREVENTION PLAN TO BE SUBMITTED WITH FULL SIZE PLAN) A3 PROJECT NARRATIVE - THIS IS A PROPOSED RESIDENTIAL MULTI FAMILY DEVELOPMENT ON APPROXIMATELY 2.68 ACRES. THE CONSTRUCTION SHALL CONSIST OF CURB, ASPHALT DRIVE, ENCLOSED STORM SEWERS, AND SANITARY SEWERS AND DETENTION PONDS. A4 VICINITY MAP - SEE BOTTOM RIGHT OF STORMWATER POLLUTION -� PREVENTION PLAN, SHEET C501 A5 LEGAL DESCRIPTION - SEE UPPER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501, LAT: N 39'59'06" LONG: W86'07'51" A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090030 A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS NOT APPLICABLE A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE - FOLLETT & MORROW LEGAL REGULATED OPEN DRAINAGE DITCH AND COOL CREEK ARE LOCATED ON SITE. All IDENTIFICATION OF ALL RECEIVING WATERS - CITY OF CARMEL STORM SEWERS TO WET DETENTION PONDS, THEN TO THE FOLLETT & MORROW LEGAL REGULATED OPEN DRAINAGE DITCH AND EVENTUALLY COOL CREEK - GRASSY BRANCH /LITTLE COOL CREEK DITCH Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ONSITE DETENTION PONDS. A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - 010 PRE -1.78 CFS, Q10 POST -0.58 CFS. A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - RESIDENTIAL A16 CONSTRUCTION LIMITS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEETS C501. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS /TREES A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE LOWER LEFT CORNER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER SYSTEMS - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /0R BORROW /DISPOSAL AREAS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. A22 EXISTING SITE TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN, C501. A23 PROPOSED FINAL TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN, C501. 9 8 SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE 81 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. 82 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES - SEE CONSTRUCTION SEQUENCE THIS SHEET 83 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF PLAN 84 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - SEE EROSION CONTROL PLAN B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - Erosion Control Blankets w/ Straw bales every 100' have been shown on the plans. 86 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN B7 RUNOFF CONTROL MEASURES - SILT FENCE AND BLANKET - SEE PLAN LOCATION 88 STORM WATER OUTLET PROTECTION SPECS - RIP RAP TO BE PLACED AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION. 89 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN 810 STORMWATER QUALITY CONSTRUCTION DETAILS - SEE EROSION CONTROL PLAN 811 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART B12 PERMANENT SURFACE STABIUZA11ONS - SEE SEASONAL SOIL PROTECTION CHART B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCURE.; 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. SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. 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 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT: 317 - 233 -7745 814 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - SEE STORMWATER QUALTTI CONSTRUCTION DETAILS B15 EROSION & SEDIMENT CONTROL SPECS - SEE DETAILS MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. RUNOFF 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. R(/N�FF 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. (NO SCALE) 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING EROSION CONTROL SPECIFICATIONS DISTURBED AREA TO GRADE AND STABILIZE IT. 1 "X2" HARDWOOD fly CROSSBRACING 1) This plan is designed os an attempt to prevent any and all sediment 2"X2 "X36" HARDWOOD PS CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' O.C. from leaving the construction site by way of erosion. If erosion of sediment from the site is taking ploce, the owner sholl toke preventative action immediotel The STRUCTURE 1/2- X 2" X 24" WOOD LATH AT EACH STAKE . en sneer shall be consulted in h Y 9 the event this happens. OVER FABRIC SUBSOIL } STOCKPILE 36" WIDE NONWOVEN POLYPROPYLENE FABRIC 2) Temporary seeding is to be opplied to any graded ores thot will remoin REFER TO SILT FENCE T, 2" - #2 STONE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: unaltered for an extended period of time. 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. FILTER FABRIC 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. SMOOTH FOUNDATION 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE UNDER FILTER OR IS CAUSING FABRIC TO BULGE. CONSTRUCTION ENTRANCE 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING (NO SCALE) -� DISTURBED AREA TO GRADE AND STABILIZE IT. MAINTENANCE: SILT FENCE INLET 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED C PROTECTION DETAIL (H01 10 SCALE) LOSE 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. prol 01 3 v ry w r` 0 L 0 I 0 Lo i co E o U � I � =� 00 co o 0 u7 0 �c� 0 u, : 0w :a =o Q� L0 m o� F- ° 0 Fw- O og oa RIP -RAP LO N Sri 10 i� 18" MIN. SIDE RIP -RAP OUTLET EROSION CONTROL, (NO SCALE) STABILIZATION PRACTICE: JAN. fEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCi. iivv. u0. 7 Cl SECTION C STORMWATER POLLUJI10N EREVENTION PLAN POST-CONSTRUCIIJON 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 FERTILIZERES AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION - INSTALLATION OF OUTLET CONTROL STRUCTURE FOR DRY DETENTION AREA SHALL OCCUR PRIOR TO CONSTRUCTION OF STORM SEWER LINES FLOWING INTO BASIN. INSTALLATION OF SUMPS WITHIN STORM STRUCTURES SHALL OCCUR AS STORM SEWER SYSTEM IS INSTALLED. ALL STRUCTURES TO BE CLEANED OUT IMMEDIATELY FOLLOWING COMPLETION OF STORM SEWER INSTALLATION. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES - TWO FOOT SUMPS SHALL BE INSTALLED ON ALL STORM STRUCTURES WITH AN OPEN CASTING. SUMPS SHALL BE MONITORED WEEKLY AND FOLLOWING RAIN EVENTS. SEDIMENT SHALL BE REMOVED FROM SUMPS WHEN SEDIMENT LEVEL REACHES ONE HALF THE DEPTH OF THE SUMP. OUTLET CONTROL STRUCTURE FOR DRY DETENTION BASIN SHALL BE MONITORED WEEKLY AND FOLLOWING RAIN EVENTS. ANY SEDIMENT TRAPPED NEAR OR COVERING OUTLET CONTROL STRUCTURE OPENINGS SHALL BE REMOVED IMMEDIATELY. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY 'MEASURE - SEE SHEETS C301 AND C302 FOR LOCATION OF WATER QUALITY SUMP STRUCTURES. SEE SHEET C604 FOR DETAILS OF STORM WATER QUALITY STRUCTURES. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES - SEE ATTACHED OPERATIONS AND MAINTAINENCE MANUAL. 10' MIN. 12" FILTREXX FILTER SOCK • (WWW.FILTREXX.COM) BERM 10' MI 4. STAKE (TYP.) 'SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO FILTREXX • FILTER SOCK LATH & FLAGGING ON ALL SIDES 10 MIL PLASTIC LINING STAKE (TYP.) 12" FILTREXX FILTER SOCK 3' SFCi10�! BERM NOM- 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE ELQW GRADE 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE C 0 N C R EE BLACK UTTER 6• HEIGHT WASHOUT ---,-0.5* LAG SCREWS WOOD POST 3•x3 "x8' 31 Y' CONCRETE WASHOUT SIGN NOT TO SCALE PERMANENT A SEEDING DORMANT B- -S B SEEDING TEMPORARY C P. D SEEDING E SODDING F D MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 lBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE C = SPRING OATS 3 BUSHEL /ACRE. D =WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F =SOD G =STRAW MULCH 2 TONS /ACRE. * /I /« IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. #* IRR16A11ON NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART POST 4" DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE (MIN) -6" MESH SPACING i (MAX) FASTENED BY 1" WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR WIRE TO FENCE M �- 4"X4" TRENCH TO BE RACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE SILT FENCE SECTION (NO SCALE) 1(j � 2 "x2" STAKES SILT FENCE RADE ® END STAKE SHALL E HIGHER THAN TOP OF PIPE ND SECTION MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FLARED END SECTION- PROTECTION (NO SCALE) 7 6 5 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 BRAESIDE TRAIL ROAD ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND HAMILTON COUNTY SOIL & WATER DISTRICT 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 136TH STREET. CONCRETE WASHOUT AREA TO BE INSTALLED AND MARKED AS SHOWN. D. PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES. E. EARTHWORK - TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON DRY DETENTION BASIN. DIRT FROM DRY 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 DRY DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE BANKS OF DRY DETENTION BASIN IMMEDIATELY FOLLOWING COMPLETION OF DETENTION BASIN GRADING. F. 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 UNE IS CONSTRUCTED. AS -BUILT INFORMATION IS TO BE PROVIDED TO CTE ENGINEERING UPON COMPLETION OF EVERY THIRD MANHOLE SET. G. STORM SEWER - CURB INLETS, YARD INLETS, STORM PIPES & STREET UNDERDRAINS SHALL BE CONSTRUCTED AS WARRANTS. LAKE CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION OF INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN "C° ABOVE. SILT FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL GRAVELBAG CURB PROTECTION PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. H. 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. I. PAVEMENT - LIME STABIUZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVELBAGS 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. J. FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AROUND LAKE AREAS 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. K. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. L FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. M. INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SHOWN ON THIS SHEET FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE FAMILY DWELLING UNDER CONSTRUCTION. N. PERMANENT SEED ALL AREAS OF DISTURBANCE. VILLAGE GREEN L\ND DESCRIPTION SECTION ONE 4 PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID EAST HALF QUARTER SECTION; THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET; THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; THENE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; THENC NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT NUMBER 1999 - 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ALONG SAID WEST LINE NORTH 01 DEGREE 02 MINUTES 20 SECONDS WEST 538.24 FEET TO THE NORTH LINE OF SAID EAST HALF QUARTER SECTION; THENCE ALONG SAID NORTH LINE SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 456.80 FEET TO THE POINT OF BEGINNING, CONTAINING 2.684 ACRES, MORE OR LESS. r�O RUFF RUNOFF U R(/N�FF COCONUT MAT CURB PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. EROSION CONTROL SPECIFICATIONS 2. IF MAT DETERIORATES OR IS DAMAGED REPLACE IMMEDIATELY. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE MAT. fly 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE MAT AND SEDIMENT, 1) This plan is designed os an attempt to prevent any and all sediment BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. PS prol 01 3 v ry w r` 0 L 0 I 0 Lo i co E o U � I � =� 00 co o 0 u7 0 �c� 0 u, : 0w :a =o Q� L0 m o� F- ° 0 Fw- O og oa RIP -RAP LO N Sri 10 i� 18" MIN. SIDE RIP -RAP OUTLET EROSION CONTROL, (NO SCALE) STABILIZATION PRACTICE: JAN. fEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCi. iivv. u0. 7 Cl SECTION C STORMWATER POLLUJI10N EREVENTION PLAN POST-CONSTRUCIIJON 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 FERTILIZERES AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION - INSTALLATION OF OUTLET CONTROL STRUCTURE FOR DRY DETENTION AREA SHALL OCCUR PRIOR TO CONSTRUCTION OF STORM SEWER LINES FLOWING INTO BASIN. INSTALLATION OF SUMPS WITHIN STORM STRUCTURES SHALL OCCUR AS STORM SEWER SYSTEM IS INSTALLED. ALL STRUCTURES TO BE CLEANED OUT IMMEDIATELY FOLLOWING COMPLETION OF STORM SEWER INSTALLATION. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES - TWO FOOT SUMPS SHALL BE INSTALLED ON ALL STORM STRUCTURES WITH AN OPEN CASTING. SUMPS SHALL BE MONITORED WEEKLY AND FOLLOWING RAIN EVENTS. SEDIMENT SHALL BE REMOVED FROM SUMPS WHEN SEDIMENT LEVEL REACHES ONE HALF THE DEPTH OF THE SUMP. OUTLET CONTROL STRUCTURE FOR DRY DETENTION BASIN SHALL BE MONITORED WEEKLY AND FOLLOWING RAIN EVENTS. ANY SEDIMENT TRAPPED NEAR OR COVERING OUTLET CONTROL STRUCTURE OPENINGS SHALL BE REMOVED IMMEDIATELY. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY 'MEASURE - SEE SHEETS C301 AND C302 FOR LOCATION OF WATER QUALITY SUMP STRUCTURES. SEE SHEET C604 FOR DETAILS OF STORM WATER QUALITY STRUCTURES. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES - SEE ATTACHED OPERATIONS AND MAINTAINENCE MANUAL. 10' MIN. 12" FILTREXX FILTER SOCK • (WWW.FILTREXX.COM) BERM 10' MI 4. STAKE (TYP.) 'SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO FILTREXX • FILTER SOCK LATH & FLAGGING ON ALL SIDES 10 MIL PLASTIC LINING STAKE (TYP.) 12" FILTREXX FILTER SOCK 3' SFCi10�! BERM NOM- 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE ELQW GRADE 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE C 0 N C R EE BLACK UTTER 6• HEIGHT WASHOUT ---,-0.5* LAG SCREWS WOOD POST 3•x3 "x8' 31 Y' CONCRETE WASHOUT SIGN NOT TO SCALE PERMANENT A SEEDING DORMANT B- -S B SEEDING TEMPORARY C P. D SEEDING E SODDING F D MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 lBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE C = SPRING OATS 3 BUSHEL /ACRE. D =WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F =SOD G =STRAW MULCH 2 TONS /ACRE. * /I /« IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. #* IRR16A11ON NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART POST 4" DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE (MIN) -6" MESH SPACING i (MAX) FASTENED BY 1" WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR WIRE TO FENCE M �- 4"X4" TRENCH TO BE RACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE SILT FENCE SECTION (NO SCALE) 1(j � 2 "x2" STAKES SILT FENCE RADE ® END STAKE SHALL E HIGHER THAN TOP OF PIPE ND SECTION MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FLARED END SECTION- PROTECTION (NO SCALE) 7 6 5 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 BRAESIDE TRAIL ROAD ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND HAMILTON COUNTY SOIL & WATER DISTRICT 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 136TH STREET. CONCRETE WASHOUT AREA TO BE INSTALLED AND MARKED AS SHOWN. D. PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES. E. EARTHWORK - TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON DRY DETENTION BASIN. DIRT FROM DRY 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 DRY DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE BANKS OF DRY DETENTION BASIN IMMEDIATELY FOLLOWING COMPLETION OF DETENTION BASIN GRADING. F. 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 UNE IS CONSTRUCTED. AS -BUILT INFORMATION IS TO BE PROVIDED TO CTE ENGINEERING UPON COMPLETION OF EVERY THIRD MANHOLE SET. G. STORM SEWER - CURB INLETS, YARD INLETS, STORM PIPES & STREET UNDERDRAINS SHALL BE CONSTRUCTED AS WARRANTS. LAKE CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION OF INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN "C° ABOVE. SILT FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL GRAVELBAG CURB PROTECTION PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. H. 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. I. PAVEMENT - LIME STABIUZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVELBAGS 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. J. FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AROUND LAKE AREAS 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. K. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. L FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. M. INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SHOWN ON THIS SHEET FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE FAMILY DWELLING UNDER CONSTRUCTION. N. PERMANENT SEED ALL AREAS OF DISTURBANCE. VILLAGE GREEN L\ND DESCRIPTION SECTION ONE 4 PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID EAST HALF QUARTER SECTION; THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET; THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; THENE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; THENC NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT NUMBER 1999 - 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ALONG SAID WEST LINE NORTH 01 DEGREE 02 MINUTES 20 SECONDS WEST 538.24 FEET TO THE NORTH LINE OF SAID EAST HALF QUARTER SECTION; THENCE ALONG SAID NORTH LINE SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 456.80 FEET TO THE POINT OF BEGINNING, CONTAINING 2.684 ACRES, MORE OR LESS. 5' CONCRETE L ALJK 5' 4NC+E WALK CURB & GUTTER CURB INLET PROTECTION STREET CENTERLINE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE/TWO FAMILY DWELLING UNDER CONSTRUCTION CONTROL PLAN PLAN LEGEND FINISH GRADE /WATER FLOW PROPERTY LINE /DRAINAGE SWALE PS - PERMANENT SEEDING - RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -S F - SILT FENCE 4 3 1 2 I 1 Contact Person for Erosion Control & Sediment Practices DRESS HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE.- (3>7) 347 -7300 CONTACT PERSON.- JOHN TALBOT -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. EROSION CONTROL NOTES: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WELL REMAIN UNALTERED IN EXCESS OF 15 DAYS. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS PERMANENT SEEDING SPECIFICATIONS: 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN ", EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER. 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 11) COVER SEED TO A DEPTH OF BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 � TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 27 OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABL+S.WED. 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. LEGEND - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. i W y - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) `Y W W - PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SQ. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - C PAXIEL€ Ar COtV <QL J AM AROUND CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -5F - SILT FENCE -(SEE DETAIL) i z HOLEY MOLEY SAYS "DIG SAFELY" "1T'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. 1 u�Oq1Td0 " F-44 N6 vi �o o do U d'gTk H 00 00 d' t%Z t*,�O x *-4 7-4 O U M M 00 a x w U o z T1 Q W a 0 vi 00 A Wd' 'e-f -+ > x z< W U� W 0 A4 � z 0� k==4 z � H � O 0 .--4 OD 4-- ca o I-�, o m m co 0 �o W QU �a raW U� z Z w U w N W r� z Q O C7 � v� W W co a Q° Y � m pa cn Q E Q00 V) w �D U) w Q o U) o' W o M w cn �•S.H'F4 ��\ �� •••• G�S T C •••. // 1 • No. '!! = '-PE10 -.- *see /////111111111111 \ \ \\ JAMES E. SHIELDS, JR. P.E. 10201333 Q0 92 0 9 0 U ca U d v 0 w o n cc R. 0 Ei Q o z •� U 0 CA) w 0 ^ o O v w o o' �Z a SHEET NO. PROJECT NO. W05 0679 Q) REAR YARD EROSION CONTROL PLAN PLAN NOTES DRAINAGE SWALE S F S F EROSION CONTROL SPECIFICATIONS fly 1) This plan is designed os an attempt to prevent any and all sediment PS from leaving the construction site by way of erosion. If erosion of sediment from the site is taking ploce, the owner sholl toke preventative action immediotel The . en sneer shall be consulted in h Y 9 the event this happens. SUBSOIL } STOCKPILE TOPSOIL STOCKPILE \ 2) Temporary seeding is to be opplied to any graded ores thot will remoin J unaltered for an extended period of time. 3) Permonent seeding is to be opplied immediately to areas thot hove (/) achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. PS 5) All sediment capturing meosures are to be implemented prior to the disturbance of the construction area they are intended to service. LL.- 6) All erosion control measures proposed ore to be properly maintained to (n _T1 continue their effectiveness. PS 7) If grading occurs during December, January, Februory dormant seeding procedures shall be used. PS PS 8) During dry weother, keep lawns wotered with sprinklers or other opproved methods. Reseed any areas not germinoting or damaged at intervals as may AREA TO BE TOPSOILED, SEEDED AND be required according to seasonal condition and /or construction activity. Water LL (!) MULCHED BY OWNER AT COMPLETION grass and execute necessary weeding until full stand of gross has been obtained. OF CONSTRUCTION (TYP.) Ti 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and /or owner, 10) It shall be the contractor's and /or owner's responsibility to minimize sedimentation (from on -site construction activities) from being deposited onto odiocent properties and receiving streams /ditches in strict compliance with La "Rule 5" (327 IAC 15 -5, construction activity stormwater runoff control). It J i < shall also be the contractor's or owner's responsibility to obtain any approvals oN flLO required from the locol outho6ty and to submit o complete Notice of Intent rQ PS TOWNHOME TOWNHOME TOWNHOME TOWNHOME of w }a letter to the Office of Water Management, Indiana Department of Environmental Management prior to any construction octivity. w? °o P flQ �0 11) Provide- #2 crushed stone construction entrance(s) to site from streets /roads. GARAGE GARAGE GARAGE GARAGE Ln 12) It shall be the contractor's and /or owner's responsibility to implement cn ri erosion control plan for each lot. The builder may implement a different erosion control plan as long as it meet or exceeds Rule 5 regulations. Ox w PS Z (n � PS LL PS o z cf) U w -ri INDIVIDUAL LOT EROSION 5' CONCRETE L ALJK 5' 4NC+E WALK CURB & GUTTER CURB INLET PROTECTION STREET CENTERLINE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE/TWO FAMILY DWELLING UNDER CONSTRUCTION CONTROL PLAN PLAN LEGEND FINISH GRADE /WATER FLOW PROPERTY LINE /DRAINAGE SWALE PS - PERMANENT SEEDING - RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -S F - SILT FENCE 4 3 1 2 I 1 Contact Person for Erosion Control & Sediment Practices DRESS HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE.- (3>7) 347 -7300 CONTACT PERSON.- JOHN TALBOT -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. EROSION CONTROL NOTES: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WELL REMAIN UNALTERED IN EXCESS OF 15 DAYS. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS PERMANENT SEEDING SPECIFICATIONS: 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN ", EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER. 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 11) COVER SEED TO A DEPTH OF BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 � TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 27 OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABL+S.WED. 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. LEGEND - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. i W y - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) `Y W W - PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SQ. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - C PAXIEL€ Ar COtV <QL J AM AROUND CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -5F - SILT FENCE -(SEE DETAIL) i z HOLEY MOLEY SAYS "DIG SAFELY" "1T'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. 1 u�Oq1Td0 " F-44 N6 vi �o o do U d'gTk H 00 00 d' t%Z t*,�O x *-4 7-4 O U M M 00 a x w U o z T1 Q W a 0 vi 00 A Wd' 'e-f -+ > x z< W U� W 0 A4 � z 0� k==4 z � H � O 0 .--4 OD 4-- ca o I-�, o m m co 0 �o W QU �a raW U� z Z w U w N W r� z Q O C7 � v� W W co a Q° Y � m pa cn Q E Q00 V) w �D U) w Q o U) o' W o M w cn �•S.H'F4 ��\ �� •••• G�S T C •••. // 1 • No. '!! = '-PE10 -.- *see /////111111111111 \ \ \\ JAMES E. SHIELDS, JR. P.E. 10201333 Q0 92 0 9 0 U ca U d v 0 w o n cc R. 0 Ei Q o z •� U 0 CA) w 0 ^ o O v w o o' �Z a SHEET NO. PROJECT NO. W05 0679 Q) Ol 3 F- Z W O r- (0 O LO O O Ll c� U a5 E � a o � U � CD N N El C 0 O C) a O N L U O ❑ p O CO O Lj :3 N 0) ❑ � O Q Cfl . Z � Qpw U >- F- Og 0 Q rn 0 o. LO 0 N O tD U a� m c 0 0 ❑ C O)O C — N O_ ❑ _ O� O � C O O L U O U El .- LO w 00 O � N ❑ N O •- U Z O� Q � U Og J W m � O \F- LLJ O a� 10 I 9 (D U 3 w ° �I r` 0 Ln o, I 0 U a� o E v a 00 o � I W CD 0 0 O N 3: co i -oi Cu O a N N 00 m o =0 c0 •- U W m Z g p 0 -0 CD PVC OR CONCRETE DAM -B" /4 NOTE: _ SEE S*UAW MANHOLE DETAIL ON 1HS SHIFTY FOR PWCMU; S OF - MMI TOLE COP6TIRLIC6ON NOT ADDFEM IN THIS MAIL VARIES PVC OR REINFORCED -- CONCRETE PIPE _ CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR BACKFILL �- CLASS 'B" CONCRETE MANHOLE BASE CLASS "B" CONCRETE #4 ® 16" 1/2" EXPANSION BOLT 12" MANHOLE " " 12" 12" MINIMUM 18" OVERLAP SECTION PLAN DROP PIPE DETAILS (NOT TO SCALE) A" MANHOLE CASTING SCHEDULE 8" MANUFACTURER SELF SEALING WATERTIGHT y NEENAH R- 1642 -A R- 1916 -F1 2' EAST JORDAN 1045 Z2 1045WT (D U 3 w ° �I r` 0 Ln o, I 0 U a� o E v a 00 o � I W CD 0 0 O N 3: co i -oi Cu O a N N 00 m o =0 c0 •- U W m Z g p 0 -0 CD PVC OR CONCRETE DAM -B" /4 NOTE: _ SEE S*UAW MANHOLE DETAIL ON 1HS SHIFTY FOR PWCMU; S OF - MMI TOLE COP6TIRLIC6ON NOT ADDFEM IN THIS MAIL VARIES PVC OR REINFORCED -- CONCRETE PIPE _ CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR BACKFILL �- CLASS 'B" CONCRETE MANHOLE BASE CLASS "B" CONCRETE #4 ® 16" 1/2" EXPANSION BOLT 12" MANHOLE " " 12" 12" MINIMUM 18" OVERLAP SECTION PLAN DROP PIPE DETAILS (NOT TO SCALE) A" CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, 8" (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS y SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED 2' PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF T- KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). 1/4" FINISH GRADE LEVEL LINE CROWN 1/4"/Fr.--\ PRECAST CONCRETE ADJUSTING RING CAD DWG- REF. 3501494.DWG- e 24' .e 36' 0 [914mm] DIA. DOUBLE ROW OF KENT SEAL PROPOSED ASPHALT MANHOLE STEPS PER SPECS MIN 6" SUBSURFACE DRAIN (SEE PAVEMENT SECTION) INFISHIELD "UNIBAND" IN TRENCH W/ AGGREGATE MIN. RIGID PAVEMENT BUTYL RUBBE INTERIOR JOINTS AND LIFT HOLES PREPARED SUBGRADE 6" PLAIN CONCRETE SHALL BE SEALED WITH NON- SHRINK NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF e GROUT PER SPECS SECTION 906.17 OF STANDARD SPECIFICATIONS. SET BARREL JOINTS ON DOUBLE ROW *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON OF KENT SEAL N a TYPICAL SECTION -LOCAL STREET I- MANHOLE REINF. PER ASTM SPECS 6' -2" 3' -0" 1.8 04 PIPE DIA. PER PLAN & PROFILE tT :. BENCHWALL SHALL BE CLASS "B" CONC. 21 BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. l e 1 1 " e MANHOLE -TO -PIPE CONNECTION BOOTS SHALL RATE AS THE EXISTING SURFACE. BE A -LOCK, DURA SEAL, OR APPROVED EQUAL 2.1 16 1/8" 13" 6" MIN. COMPACTED #8 STONE 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A AQr V -0" I.D. 6' -3" SANITARY MANHOLE - TYPE "A" CLEAN BREAK. NOT TO SCALE (D U 3 w ° �I r` 0 Ln o, I 0 U a� o E v a 00 o � I W CD 0 0 O N 3: co i -oi Cu O a N N 00 m o =0 c0 •- U W m Z g p 0 -0 CD PVC OR CONCRETE DAM -B" /4 NOTE: _ SEE S*UAW MANHOLE DETAIL ON 1HS SHIFTY FOR PWCMU; S OF - MMI TOLE COP6TIRLIC6ON NOT ADDFEM IN THIS MAIL VARIES PVC OR REINFORCED -- CONCRETE PIPE _ CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR BACKFILL �- CLASS 'B" CONCRETE MANHOLE BASE CLASS "B" CONCRETE #4 ® 16" 1/2" EXPANSION BOLT 12" MANHOLE " " 12" 12" MINIMUM 18" OVERLAP SECTION PLAN DROP PIPE DETAILS (NOT TO SCALE) A" rBr 8" 21" OR LESS 12" 24" TO 36" 30°MI1 n �n °AAIN SECTION A -A COVER AND SEAL - END OF LATERAL PROPERTY OR EASEMENT LINE LOW A PLAN VIEW 7 6 "0 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" 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. i �3 6' NOTE: RENO MATTRESS SPECIFICATIONS PER MACCARERRI ENVIRONMENTAL SOLUTIONS OR ALTERNATE APPROVED BY THE HAMILTON COUNTY SURVEYOR. :X6'X1f` RENO RENO MATTRESS CHANNEL DETAIL (No Scale) ION CONTROL BLANKET OTH SIDES OF CHANNEL LATERAL DETAIL (NOT TO SCALE) lel 9 11' [279mm] 5' [127mm] E L E E N E E r E is E oo .NE, 1 m E m r n E E N \ � jjDD u - T E 1 1/2' [38mm] 1/2' [13mm] 3 1/4" [83mm] 7 [178mm] NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT: FRAME 3501 -0192, GRATE 3501 -0193 MATENUL• CAST GRAY IRON ASTM A-48, CLASS 358 FINISH: NO PAINT WDGHT: FRAME 2141, GRATE 1771 WAS 3501 708 CASTING NOTE: USE THE NEENAH 3501 -L2 (OR EQUIVALENT) AT THE LOW POINT INLETS AND THE NEENAH 3501 -TR /TL (OR EQUIVALENT) AT THE FLOW THRU INLETS 50' RIGHT -OF -WAY 4 17 7/8' [708mm] FRAME 26 3/8' [670mm] FRAME E E m .r 3 26" [660mm] GRATE E E E= 2' rn T- SLOP; 5 1'(min) 1/4" 1/4 /FT. LEVEL LINE CROWN 1/4"/Fr.--\ 27 [692mm] CAD DWG- REF. 3501494.DWG- 1 36' 0 [914mm] 9 11' [279mm] 5' [127mm] E L E E N E E r E is E oo .NE, 1 m E m r n E E N \ � jjDD u - T E 1 1/2' [38mm] 1/2' [13mm] 3 1/4" [83mm] 7 [178mm] NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT: FRAME 3501 -0192, GRATE 3501 -0193 MATENUL• CAST GRAY IRON ASTM A-48, CLASS 358 FINISH: NO PAINT WDGHT: FRAME 2141, GRATE 1771 WAS 3501 708 CASTING NOTE: USE THE NEENAH 3501 -L2 (OR EQUIVALENT) AT THE LOW POINT INLETS AND THE NEENAH 3501 -TR /TL (OR EQUIVALENT) AT THE FLOW THRU INLETS 50' RIGHT -OF -WAY 4 (NO SCALE) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 1 _ 50' PROPOSED 1/2 RIGHT -OF -WAY _ 3' 1 15' I U� ~ J WIDENING EXISTING PVMT. _ CL (VARIES) (VARIES) F.- 1n 114" 1- SLOPE SLOPE 3.1 0't' COAT AND TACK 2' MIN. COAT EDGE SHOULDER TO BE MIN 6" SUBSURFACE PROPOSED ASPHALT (SEE 141st STREET 7" COMP. #73 STONE DRAIN IN TRENCH RIGHT -OF -WAY PAVEMENT SECTION) W/ AGGREGATE 136TH STREET IMPROVEMENT (Z] iTTf) NJ (NO SCALE) PIPE SIZE 8 " -15 18 " &OVE BEDDING BELOW O.D. /4, O.D. /4 PIPE BARREL MIN. =6 MAX. =8 MIN WIDTH = R 1.25(0.D.)+12" -III I 10' (12' CUL -DE -SAC) 30' (26' CUL -DE -SAC) 10' (12' CUL -DE -SAC) 3 15' (13' CUL -DE -SAC) 15' (13' CUL -DE -SAC) E= 2' EXISTING PAVEMENT 1'(min) 5 2' LOCATION OF SLOP; 5 1'(min) PROFILE GRADE 1/4 /FT. LEVEL LINE CROWN 1/4"/Fr.--\ 4' -3" CONC. ROLL CURB _ _ _ CONC. WALK 2' MIN. = 11 =11 III - III -III- III -III III =III =III= 2' MIN. PROPOSED ASPHALT '`� /�� MIN 6" SUBSURFACE DRAIN (SEE PAVEMENT SECTION) MIN 6" SUBSURFACE IN TRENCH W/ AGGREGATE MIN. RIGID PAVEMENT DRAIN IN TRENCH PREPARED SUBGRADE 6" PLAIN CONCRETE W/ AGGREGATE NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF 12" THICK PLAIN CONCRETE SECTION 906.17 OF STANDARD SPECIFICATIONS. Qoo�OoQo *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON 2 1 2" TYPICAL SECTION -LOCAL STREET (NO SCALE) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 1 _ 50' PROPOSED 1/2 RIGHT -OF -WAY _ 3' 1 15' I U� ~ J WIDENING EXISTING PVMT. _ CL (VARIES) (VARIES) F.- 1n 114" 1- SLOPE SLOPE 3.1 0't' COAT AND TACK 2' MIN. COAT EDGE SHOULDER TO BE MIN 6" SUBSURFACE PROPOSED ASPHALT (SEE 141st STREET 7" COMP. #73 STONE DRAIN IN TRENCH RIGHT -OF -WAY PAVEMENT SECTION) W/ AGGREGATE 136TH STREET IMPROVEMENT (Z] iTTf) NJ (NO SCALE) PIPE SIZE 8 " -15 18 " &OVE BEDDING BELOW O.D. /4, O.D. /4 PIPE BARREL MIN. =6 MAX. =8 MIN WIDTH = R 1.25(0.D.)+12" -III I SEE CITY OF CARMEL FL STANDARD BACKFILL NOTES III O.D. III- E= III ° vvv vvvvv 1 =1 =III ° vvvv'oov v III_ EXISTING PAVEMENT _ v vvv I ° I I I I IIII APPROX. WEIGHT SEE CITY OF CARMEL o v° v I II 2" v STANDARD BACKFILL NOTES I v 4' -3" V v 17 lu 2' -0" v v v v 90' v 1/2 O.D. 6 "MIN vvv vvv '`� /�� (BELOW BARREL) vvvvvvv vv vvvvv v v v v v v v v 6 "MIN I vvvvvvvvv, III III 111_111. (BELOW BELL) 'ICI #8 CRUSHED STONE 0 �00 BELL HOLE EXCAVATED 12" THICK PLAIN CONCRETE BEDDING SECTION DETAIL 3 I 2 I 1 12 "CTO C MAX. SPACING HOOK GROOVED ON OUTLET BOLTS END TONGUE END ON D INLET END C B= D -C .-.; 'I CLASS'-°A" -CONE! N 73, Q E +2T ° A SECTION A -A , o GROOVE (OR TONGUE) TO CONIC. PIPE TOE ANCHOR BE THE SAME AS ON STANDARD 6 N REINFORCED CONCRETE PIPE A H ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y LONGITUDINAL SECTION DIA. PVC & HDPE PIPE (NO SCALE) C= SAW CUT FOR CLEAN BREAK E= K= EXISTING PAVEMENT 1.5" HMA SURFACE APPROX. WEIGHT EXISTING 2" 5" 4' -3" PAVEMENT 2' -0" ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. d 9" '`� /�� 15" 2 1/4- 7" 4' -0" 6' -3" 0 �00 1.5 12" THICK PLAIN CONCRETE 11 " Qoo�OoQo 18 2 1 2" N� TO BE FINISHED 1.5' BELOW 6' -2" 3' -0" 1.8 15 1 2" NEW SURFACE IS TO BE SLOPED AT THE SAME THE EXISTING PAVEMENT 21 2 3/4" 1 1 " 3' -6" RATE AS THE EXISTING SURFACE. 3' -6" 2.1 16 1/8" 13" 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A PLOWABLE FILL TO BE PLACED V -0" QO�/IOQQ� 6' -3" MIN. CLEAN BREAK. ENTIRE TRENCH TO BOTTOM 14" BOTH 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. OF CONCRETE ELEVATION 1' -1" SIDES OF 4. 1.5" HMA #11 SURFACE. 4' -6" 2.6 TRENCH 5. BITUMINOUS TACK APPLIED AS PER INDIANA DEPT. 2100 30 3 1/2" OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. 1'-10" 6' -3" 5' -0" 6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. 18 1 2" 15" 2400 DISTURBED OR REMOVED DURING EXCAVATION ROAD CUT PATCH DETAIL 3' -6" ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL 5' -6" ( NO SCALE) 23 3 4" CONDITION. 7. PLAIN CONCRETE IS TO FINISHED 1.5" BELOW THE 4100 36 4 EXISTING PAVEMENT. 3' -1" 8' -3" 6' -0" 8. CUT SHALL BE STEEL PLATED DURING CONCRETE 24 3 16" 20" 4200 CURE TIME AND UNTIL ASPHALT IS APPLIED. 3 I 2 I 1 12 "CTO C MAX. SPACING HOOK GROOVED ON OUTLET BOLTS END TONGUE END ON D INLET END C B= D -C .-.; 'I CLASS'-°A" -CONE! N 73, Q E +2T ° A SECTION A -A , o GROOVE (OR TONGUE) TO CONIC. PIPE TOE ANCHOR BE THE SAME AS ON STANDARD 6 N REINFORCED CONCRETE PIPE A H ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y LONGITUDINAL SECTION DIA. T (MIN) A= C= D= E= K= R 1 R 2 APPROX. WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. 10 1/8- 9" '`� /�� 15" 2 1/4- 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11 " CULVERT END SECTION 18 2 1 2" 11 " 4'-1- 6' -2" 3' -0" 1.8 15 1 2" 12" LENGTH D OF CULVERT () S LOPE DETAIL 21 2 3/4" 1 1 " 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 24 3" V -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16" 14" 1800 27 3 144" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 3/16" 14 1 2" 2100 30 3 1/2" l' -2" 1'-10" 6' -3" 5' -0" 2.9 18 1 2" 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 1 -5 3' -1" 8' -3" 6' -0" 3.4 24 3 16" 20" 4200 TOLERENCE t 1" NOTE: METAL PIPE END SECTIONS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED MAY BE USED WITH CONCRETE rR2 � PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II AS SET OUT IN INDOT STANDARD SPECIFICATIONS ( ) a � OF CONNECTION IS APPROVED ° BE THE ENGINEER PRIOR TO REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, NxQ INSTALLATION OF PIPE. A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. (EXCEPT IN INDIANAPOLIS) ° ~ DIA. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER CARMEL STANDARDS. OF STEEL IN THE "C" PORTION. Y_ 6 "1- 1 ~ ,Q� THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES PLAN VIEW ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. 3 IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING '`� /�� TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 4:1 FILL SL P LOAF 1 1/2"R. 1 1/2"R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE S ECTI 0 N Y -Y VARIATIONS IN DIMENSIONS IN THE NCULVERTIT SPECIFICATIONS FOR REINFORCED CONCRETE STORM AND PIPES A.S.T.M� DESIDGNATION C- PIPE CONCRETE CULVERT END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. I I I I EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH I RIP -RAP TO BE PLACED OF CULVERT ON SIDE SLOPE WHEN END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE I END SECTION I CALLED FOR ON PLANS PAY LENGTH T CONC. WALLS_,' LENGTH D OF CULVERT () S LOPE DETAIL CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST "PIPE zzl THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR END SECTION." PRECAST CONCRETE END SECTION DETAIL 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE 1..V Mr/itJI CU l�fC/11VUL/if� JU6l�R/1UG (UNDISTURBED SUBGRADE OVER PIPELINES) LOCAL STREET PAVEMENT SECTION (NO SCALE) NOTE: A MINIMUM OF 36 INCHES OF UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL TIMES 0 d (NO SCALE) 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE 4 " - #2 STONE wmrr�� I cu bjmmi wL Ak SUBGRADE 136th STREET RIGHT -OF -WAY PAVEMENT SECTION (NO SCALE) • ,� NO 00 u Cfi C� O w 00 00 4 ITS +�- 1rte-+O u M M 00 con x w w� w a U A �z 1.4 a . V1 t/1 04 W o � 00 N iQ xz w on � � w O V� o� w z • h 0 V ®O _0 3 z r- m A c� Ra 0 E- I A LO z w U 7 z w 0 1 o� c 2 w N cD W E� a Q o Q Q U Q Q 1n W Q z d z O w SHIf�''''' %,,, Off. •G\ST E,Q•• No.+" 1" -HMA #11 SURFACE -D'E10 2" -HMA #8 BINDER ' 5 " - #53 STONE BASE //// VVMr/1l.l CU VfWIV VLNIC JVObfWUC ASPHALT PATH PAVEMENT SECTION (NO SCALE) 10 ( 9 I 8 I 7 I 6 I 5 I 4 I 3 //I111111111 \\ JAMES E. SHIELDS, JR. P.E. 10201333 O O U Q0 U >r 0 od w M 0 w W � 1--� E2 Q e� a� Q o O r == r 1 W v Q0 o HOLEY MOLEY SAYS Q "DIG SAFELY" z a Q "IT'S THE LAW" a q u CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 SHEET N0. 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. PROJECT NO. W05 -0679 1 r✓ 'CASTINGS SHALL CONFORM NEENAH R -4342 OR EQUAL TO SECTION 909.05 CITY OF CARMEL STANDARDS. C� I SLOPE 1/4%1 FT T.C. ELEVATION TC. ELEV. III =III =� ► I � _ NEENAH R- 3501 -L2 ► �' � --MONOLITHIC OR PRECAST CONCRETE �- CONC. WALLS ► CONSTRUCTION ' . BLOCK OR ► CONC. WALLS_,' 24" Dio. I- III -►I zzl ► IIII�� W Cl- 24" Dia. I- I i -I I ► , TIT-- IIII .•P� .,� 4 3/4 (tyP ; ° .) -1 I II _ . • , VAR. PIPE IZE I I =I • VAR. PIPE SIZE l�'� III .o 18" MAX. -III ' . 18" MAX. :I I 1 =I t'• ' ' ' • VAR. PIPE SIZE -I I I ► ' :III , =1 �' 18" MAX. ► i. - - i •�. .,� .ice ►•�, 4' -0" SO. CONC. BASE --I B" ' ► . ; : + . - ► (1) LINE 0.116 " PIPE MESH W. W. F. 3' SO. CONC. BASE �{ (1) LINE 0.116" PIPE MESH W.W.F. DITCH GRATE INLET CURB INLET (NO SCALE) (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS 10 ( 9 I 8 I 7 I 6 I 5 I 4 I 3 //I111111111 \\ JAMES E. SHIELDS, JR. P.E. 10201333 O O U Q0 U >r 0 od w M 0 w W � 1--� E2 Q e� a� Q o O r == r 1 W v Q0 o HOLEY MOLEY SAYS Q "DIG SAFELY" z a Q "IT'S THE LAW" a q u CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 SHEET N0. 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. PROJECT NO. W05 -0679 1 r✓ 10 9 8 7 6 5 4 3 2 1 4 11 O [--1 O V 1) General 3) Aggregate Bases D) Spreading and Finishing M Cj W It V " E� A) The work subject to the requirements of this policy shall include the production, A) General i) HMA courses shall be placed upon on approved foundation or other HMA course by � � Od' hauling /delivery, spreading, finishing, compaction and other work necessary to prepare means of laydown equipment in accordance with Section 409.03(c) of the Standard M en o00 U foundations, install aggregate bases and install one or more courses of base, intermediate, i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in Specifications. or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, accordance with Section 105.03 of the Standard Specifications. X W .44 auxiliary lanes and asphalt multi -use paths. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective w W ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard action shall be taken to prevent continuation of these conditions. Segregated or flushed a•+ B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to Specifications. or bleeding HMA mixtures shall be removed if directed. CQ the requirements of this policy may result in non - acceptance of the work or other M remedies outlined in this policy. iii)The material shall be obtained from a Certified Aggregate Producer in accordance with iii)AII areas showing an excess or deficiency of binder shall be removed and replaced. 0 QWQ A Section 917 of the Standard Specifications. Z C) Workmanship, materials and quality of the work completed shall conform to the 2006 iv)AII HMA mixtures that become loose and broken, mixed with dirt, or is in any way -.14 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to iv)The Aggregate Base material shall be handled and transported to, and on, the work site defective shall be removed and replaced. W as Standard Specifications), except where deviations are allowed herein, or variances are in a manner that minimizes segregation and moisture loss. p., granted. E) Joints I• M v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal V1 C4 D) Wher.3 the minimum standards of any other governmental agency having concurrent or greater than those indicated on the approved construction documents. i) Joints shall conform to the requirements of Section 401.15 of the Standard 0.4 0 jurisdiction exceed these standards, the higher standards shall apply. Specifications. W }4 B) Temperature and Seasonal Limitations [zl E) If any plan or other note or specification on the approved construction documents exceeds F) Compaction a i� the minimum standards of this policy, the higher standards shall apply. i The Aggregate Base shall be laced in accordance with the temperature limitations of P Y 9 ) P P � Section 301.04 of the Standard Specifications. i) The HMA mixture shall be compacted with equipment in accordance with Section O F) Nothing contained herein shall be construed as prohibiting the design and construction of 409.03(d) of the Standard Specifications immediately after the mixture has been spread A improvements meeting higher standards, nor as discouraging petitions to appropriate ii) Frozen material shall not be placed. and finished. W Z governing bodies for variances for alternatives which can be supported by advances in �•+ technology and are approved by other agencies with concurrent jurisdiction. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to ii) Rollers shall not cause undue displacement, cracking, or shoving. W allow paving in accordance with Section 4C(iv) of this policy. W G) All work shall comply with the requirements of Section 105.03 of the Standard 5) Inspections Specifications. C) Preparation W CA A) All materials furnished and each part or detail of the work will be subject to inspection per H) For the purposes of this policy, where the term Engineer is used in this policy and the i) The prepared foundation shall be free from objectionable or foreign materials at the time Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work 0 W Standard Specifications, it shall mean: of placement. is in substantial conformance with this policy and the approved construction documents. V H o) The Carmel City Engineer, staff of the Department of Engineering, other personnel ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing 2 L7 employed by the City of Carmel, or authorized ogent(s) that may be retained to of the Standard Specifications just prior to placing the Aggregate Base n the subgrade any work subject to the standards established by this policy. O W in accordance with Section 2C v of this policy. Unacceptable areas shall be corrected to represent the City of Carmel. () P Y P the satisfaction of the Engineer before any Aggregate Base is placed. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in Z W ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, advance of such proofrolls. p other personnel employed b Hamilton County, or authorized agent(s) that may be D) Spreading and Finishing 0 i--+ P Y V retained to represent Hamilton County Highway, depending on the location of the work. D) Sampling and testing of materials, equipment or construction work may be required at the i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining ®0 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. that the work is in substantial conformance with this policy and the approved construction Specifications. documents. Sampling and testing shall conform to the requirements of the sections of the ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications applicable to the portion of the work suspected to be J) Prior to commencing the work, the Contractor performing the work shall contact the Standard Specifications. non - compliant or as directed by the Engineer. Engineer to schedule a pre- construction meeting to review the Engineer's construction �, 3 } requirements, staff notification requirements, required inspections for certain stages of the iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar E) Where the Engineer determines that is necessary to confirm compliance with standards of z A Q M o work and to review the authority of the Engineer as it relates to the work. days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar quality or thickness, pavements shall be cored and tested at the expense of the Contractor. F ° � Q Q �' w w N days or experience a measurable rain event prior to the placement of subsequent paving The average thicknesses of all courses must equal or exceed the minimum prescribed by o z M' `'' z Q x i K) Under no circumstances shall work subject to the standards established by this policy courses shall be subject to inspection and acceptance by the Engineer. At the discretion the approved construction documents, and no single core shall show a deficiency greater o o w w F CO commence without obtaining approved construction drawings by the City of Carmel of the Engineer, additional proof rolls may be required. than one half inch (1 /2n) in any course or total thickness from the pavement section a Q Q Q Q Department of Engineering. indicated on the approved construction documents. 4) Asphalt Pavement �. 2) Foundation F) Such inspections shall not be construed to relieve the developers' engineers or contractors A) General in any way from their obligations and responsibilities under their contracts. Specifically, A) General inspection by the Engineer, or by retained engineers or testing agencies, shall not require w i) This work shall consist of the construction /preparation of the foundation in accordance i) This work shall consist of placing one or more courses of base, intermediate, or surface them to assume responsibilities for the approved construction documents, for any Q with Section 105.03 of the Standard Specifications. hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section misinterpretation of the approved construction documents by the contractors during 105.03 of the Standard Specifications. construction, or for the means and methods of construction, nor for safety on the job site. B) Excavation and Embankment ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations G) Work identified to not meet the requirements of this policy or the approved construction i) Prior to beginning excavation and embankment operations, all necessary clearing, and to thicknesses equal er greater than those indicated on the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective grubbing, scalping and topsoil stripping and subsequent backfilling for removed items documents. materials, damage through carelessness, or any other cause found to exist prior to the within the slope stake limits shall be performed in accordance with Section 201.03 and final acceptance of the work, shall be removed immediately and replaced in an acceptable 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and iii) Materials used in the production of the HMA mixtures shall be in accordance with Section manner at the Contractor's expense. deleterious material shall be completely removed within the limits of the slope stakes. 401.03 of the Standard Specifications. H) If the Contractor fails to comply forthwith with any order made under the provisions of this ii) Excavations iv) Equipment for HMA operations, including but not limited to production, subsection, the Engineer will have authority to cause unacceptable work to be remedied or hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall be in removed and replaced; to cause unauthorized work to be removed; cnd to deduct the costs w (1) After excavation operations, all spongy and yielding material that does not readily accordance with Section 409 of the Standard Specifications. from any monies due or to become due. 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 v) Installation of the full pavement section indicated on the approved construction documents 1) Work done contrary to instructions provided by the Engineer shall be considered of the Standard Specifications. for the entire area to be paved must be completed in the some paving season. unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. z (2) Any pronounced depressions within the slope stake limits resulting after excavation vi)Widening operations shall comply with the following: ° ooerations shall be refilled with suitable material and compacted in accordance with 6) Acceptance w Section 203 of the Standard Specifications. (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening A) Before acceptance of any phase of construction, the Engineer shall determine if the iii) Embankments section. improvements are in substantial compliance with this policy (except for any variances �����"� "�� "�'�����, granted) and the approved construction documents. \\\�x�``����. SHIf�p'' %,����0 (1) Embankments shall be constructed in accordance with Section 203 of the Standard (2) The existing pavement adjacent to the widening area shall be sawcut to a clean ��'�G \STE,Q`r ' %�•� Specifications. edge. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this Q•, policy provided that the work is bonded for a period greater than three years. The Engineer = �g No (2) All spongy and yielding material that does not readily compact shall be removed (3) The subgrade in the widened area shall be compacted in accordance with this shall establish the extended bonding requirement. = -WE 10 from within the slope stake limits prior to embankment operations. policy. (3) Any pronounced depressions within the slope stake limits resulting after clearing, (4) Widening mixtures shall comply with the pavement section indicated on the approved ..,,,,, P••' ' • ;�GIJTAN • grubbing, scalping and topsoil removal shall be refilled with suitable material and construction documents. ,.....L compacted in accordance with Section 203 of the Standard Specifications prior to ��,,,�������►����������`�� embankment operations. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. (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 B) Preparation JAMES E. SHIELDS, JR. P.E. 10201333 in accordance with Section 203 of the Standard Specifications. i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section (5) Embankments shall be shaped to be well drained and shall be protected to prevent 203.26 of the Standard Specifications just prior to placing the HMA courses in erosion. accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to 0 the satisfaction of the Engineer before any paving operations commence. (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 ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA Specifications. mixtures. 0 C) Soil Subgrades iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard • Specifications. i) Subgrades shall be prepared only after the installation of all utilities and subsurface V drains indicated on the approved construction documents to be located under the iv)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Q) pavement are completed. Trench backfilling work of these installations shall be in Standard Specifications. accordance with the City of Carmel Trench Backfilling specifications. v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, accordance with Section 406 of the Standard Specifications. corrugations, or other irregularities. vi)Surfoces on which a mixture is placed shall be free from objectionable or foreign iii)The subgrade shall be uniformly prepared, compacted and approved in accordance with materials at the time of placement. a Sections 207.02, 207.03 and 207.04 of the Standard Specifications. vii) Tack Coat material shall be distributed with equipment meeting the requirements of iv)Subgrodes shall be inspected and approved by the Engineer before any aggregate base Section 409.03(a) of the Standard Specifications. or hot mix asphalt pavements are constructed. A proofroll shall be conducted in M accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall C) Weather and Seasonal Limitations be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45'F (7'C) or above. The Engineer shall determine o v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but the ambient temperature. There shall be no provision for low temperature compaction z remains uncovered for a period of 14 calendar days prior to placing stone or is subject allowed by Section 402.16 of the Standard Specifications. ►--� to a measurable rain event prior to placing stone, shall be subject to additional proof 0 rolls prior to placement of the Aggregate Base. ii) No mixture shall be placed on a frozen subgrade. 92 a D) Existing Pavement iii) Under no circumstances shall HMA mixtures be placed between December 15 and March V 30. ° i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior z ii) Localized weak areas of the existing pavement section uncovered during the milling to November 30, placement of HMA courses will be allowed up to December 15, provided W w process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of that the ambient and foundation surface temperature complies with the requirements of o the Standard Specifications. Section 4C(i) of this policy and the paving contractor pay for the services of a full time rz construction inspector and who shall act as an authorized agent of the Engineer. The ° iii)Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, Engineer shall select the construction inspector. c, debris and dust resulting from the operation. a W o o • v) If the ambient and foundation surface temperature complies with the requirements of a • rl W i ^ iv Milled areas that remain open to traffic longer than those times stipulated in Section Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to w �- q U )306.05 of the Standard Specifications shall be subject to liquidated damages outlined in be placed on an approved foundation provided that the paving contractor pay for the a Section 306.05 of the Standard Specifications. The Contractor shall be responsible for services of a full time construction inspector and who shall act as an authorized agent SHEET NO. 0 0 o payment of these liquidated damages. of the Engineer. The Engineer shall select the construction inspector. O N N vi)The Engineer reserves the right to suspend all paving operations if, in the opinion of the a o Engineer, that prevailing weather conditions and /or the condition of the Subgrode and /or o the Aggregate Base may result in substandard HMA placement, spreading and finishing. � w m PROJECT NO. 0_0 UO �O og¢oa 10 9 8 7 6 5 4 3 2 1 rn 3 v U IL LO I rn 0 0 u) = O I n - 0 cD / `o E � a rn c a> .1-1 I r- cD co 0 0 ul) O O N dN Q O U) C L O } • -c�wCl z �c Oj \LL U0 LLJC °goa 01 3 Q 0 L0 0 0 Cn a Cn E C CI- 0 0 ❑ p� N 0 �Z o to 0 C:) c N Ln _0 a� 0 o� rn� C14 e Q U =0 U L13 z g o� �° U� �O -i o n Log Q) ce 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 0 WATER AND SEWER UNDER CITY STREETS Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement 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 shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and 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 subbase of the pavement shall be No. 53 Stone meeting the material requirements 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 final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the 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 practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. T U !"•! UXTT % rS = EXIST. FIRE HYDRANT o = EXIST. WATER METER ►� = EXIST. WATER VALVE �( = EXIST. YARD SPIGOT NOTE: NO VALVES WILL BE II = EXIST. MONITOR WELL D = EXIST. GAS METER PERMITTED UNDER PAVEMENT. �a = EXIST. GAS VALVE SCALE: 1 " = 60' 0 30 60 120 10 9 8 7 6 5 4 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER, 1Q4P,NA STATE 4Aw 4C IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 3 2 IL 4 u U J •--{ `0 00 V-4d'O \0tn 41T \O (lei N 11qr d` 00 00 d' tw� lt*�o .-4 T-4 O M M 00 X W w O H �o 00 \ C 0q W� W� O Va Om ZO o�0 Ln H V W H x U w a �U z con a ao a� A x� �a a w z w a y U = EXIST. STORM INLET = EXIST. ELECTRIC METER L�] = EXIST. POWER POLE °� z = EXIST. POWER POLE W /LIGHT d = EXIST. POWER POLE W /TRANSFORMER ® = EXIST. LIGHT POLE E- II = EXIST. GUY ANCHOR O = EXIST. TELEPHONE PEDESTAL 0 = EXIST. MANHOLE W Lo O = EXIST. SANITARY SEWER LINE Z W �_ = EXIST. STORM SEWER LINE - - - = RIGHT -OF -WAY LINE • = SWALE V1 = PROPOSED SANITARY SEWER LINE W = PROPOSED STORM SEWER LINE O = PROPOSED MANHOLE O 04, 9 - PROPOSED FIRE HYDRANT - SCALE: 1 " = 60' 0 30 60 120 10 9 8 7 6 5 4 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER, 1Q4P,NA STATE 4Aw 4C IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 3 2 IL 4 u U J •--{ `0 00 V-4d'O \0tn 41T \O (lei N 11qr d` 00 00 d' tw� lt*�o .-4 T-4 O M M 00 X W w O H �o 00 \ C 0q W� W� O Va Om ZO o�0 Ln H V W H x U w a �U z con a ao a� A x� �a a w z w a y U I M QD 0 i W co d � Q Ln w � w 0 Q U Z U d Z W O W W �. SHIE4 ks No. >. IPE10 GM X ge Np, "1011 I (1111111���\\ JAMES E. SIiIELDS, JR. P.E. 10201333 92 Q) Q) o °� z A H Q �; co O E- II ¢� W< ��Qw Q.) rn W Lo O Z .� Z W �_ Z Q �-D N O� �7CD V1 dW W �c� 111.0 W 04, x d f1. Q o � � I M QD 0 i W co d � Q Ln w � w 0 Q U Z U d Z W O W W �. SHIE4 ks No. >. IPE10 GM X ge Np, "1011 I (1111111���\\ JAMES E. SIiIELDS, JR. P.E. 10201333 92 Q) Q) SHEET N0. C701 PROJECT N0. W05 -0679 o Q.) vJ d � Q.) 0 o � � w Emu' W� C4 Qo 8 CO CNa U w � � O W 0 w Q w � o SHEET N0. C701 PROJECT N0. W05 -0679 N9 U V* 3 a 0' O 0 0 C E 7 rn o I OCO Lo D O O N Ci 0 N 00 N O 3: a /N U O r- r Z � � 0 W a0w� O� 0a_ im ice 9 1 8 1 7 1 6 1 5 1 4 1 3 WATER AND SEWER UNDER CITY STREETS Bedding, Hounching, Initial Backfill Bedding, haunching, initial backfill materials, placement 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 shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and 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 subbase of the pavement shall be No. 53 Stone meeting the material requirements 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 final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the 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 practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. .:. .;: jG. 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NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT. 2 1 1 • .1000 V W IT 4T 0000o x V M M 00 CITY OF CARMEL UTILITY X W � 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 QWQ A federal, state, and local codes and regulations. A Z Furthermore: a 1) Any damage done to the City of Carmel Utility's system by the contractor of his affiliates shall immediately be repaired, to the satisfaction and ,..j direction of the City of Carmel Utility by the contractor at his own expense. W �+ 2) Should the contractor propose to depart from the specifications contained a herein, he shall submit samples and /or specifications of such alternatives to ^� the City of Camel 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. Q 4) The contractor shall conduct his work so as not to interfere with the �t present operation of the City of Carmel Utility's water /sanitary sewer system. a If any work interference is encountered between the City of Carmel Utility and W the contractor, the City of Carmel Utility will receive priority in scheduling. a H rx CITY OF CARMEL WATER UTILITY O W V� DEVELOPER INSTALLED WATER MAINS 1) Contractors shall call City of Carmel Utility for an on —site W Z . pre— construction meeting before work begins. Contractor mush have approved plans on —site and all materials to be used must be approved by a City of to tn Carmel Utility inspector. o 2) Contractor will allow inspection by City of Carmel Utility inspectors during V the construction of the water main extension and will honor the City of o 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 °z w Q Q a o inspector. �. ° Q Q __3 W w CD 4) The contractor will conduct the disinfection of water main extension, with o z �' w W N direct supervision by a City of Carmel Utility operator. ° w rz x d 5) Only after the water mian extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of as —built plans have been turned in the City of Carmel Utility, will the water be turned on by the City of Carmel a Utility. 1--1 CITY OF CARMEL UTILITY STANDARD NOTES: Q) 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. 4) Posi —caps or the equivalent are required on all water valve installations. 5) Tracer wire must be installed with all water main laid in Carmel. 6) Warning tape must be installed 12" to 18" above the water main. Note: Q z 1) PVC pipe (6' in length) to be used to mark water service stub. 2) All bacteriological lab services to be billed to developer's contractor. o a W GENERAL NOTES: \ 1) The contractor shall contact all applicable utilities and verify and and all .�``� c .. S..... ,�'' %�� fees associated with the installation of all utilities. .�4;.�G�STER 2) Provide thrust blocks for all water line bends and tees, including tab ' ��;' No. connection. = * -10E10 3) Contractor shall coordinate with water company for domestic and fire = _ service. Connect to building domestic and fire line. Coordinate with plumbing drawings. �''% ''••..•'iA•NP ••'- 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 JAMES E. SHIELDS, JR. P.E. 10201333 mechanical /plumbing drawings. 7) Verify existing invert and location of sanitary sewer. Adjust inverts as Q0 required. Document any changes. 8) Maintain 10' horizontal and 18" vertical clearance between storm /sanitary O 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) Coordin -ite location of required conduits for light poles, telephone service O and irrigation system. 11) Coordinate utility conduits with service providers. U 12) Sanitary sewer laterals, water service, & electrical /telephone conduits shall be granular backfill for entire run. r^ 13) There are to be no water valves or manholes plcaced within the v 1 pavement, curbs or sidewalks. I I F u I 4 I 3 I 2 HOLEY MOLEY SA YS "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. 1 U 0 0 z �—+ w M W� C 0 Q� z R. 9 �� 0 a SHEET NO. C702 PROJECT NO. W05 -0679 '•.i:{ -.,�. :.)i%:iR'. �:: ;�.};: 4.i::i r$. ?•`'a: iiii:4i- $ , x w ,..iY rr .. { :it:rrm' �Fi �•.. nb1L A } Y YP KBD ry::..� >`R�•.4. R xr :.R' kYyyc,._ ..A .A'•', _'i+Q i iyq ,aG• nw.,2 �. L':'vi ♦ � \2 \: i•r•.' :+t: :'. y'. .:.1•.. m.r.... .:..:.:.: xn , n.. ryy:� }.. .. .: Y• :4i24 "� :D Y,:riRr�a AK r.: r}a aRC.- ,'£^,. Y ra.�.'•,a w -- w:t ' r,r.: +nri 20" x'? ' 7F •H.w iF�.;ty w: o : �. :ap• .? t $: `£^ - ,;oYtR4' -:': bY' :.+iN:��Rw. 0. <.:':tiifr�:: }:.,,;:.: Vii: � t ! .:w•:.. NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT. 2 1 1 • .1000 V W IT 4T 0000o x V M M 00 CITY OF CARMEL UTILITY X W � 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 QWQ A federal, state, and local codes and regulations. A Z Furthermore: a 1) Any damage done to the City of Carmel Utility's system by the contractor of his affiliates shall immediately be repaired, to the satisfaction and ,..j direction of the City of Carmel Utility by the contractor at his own expense. W �+ 2) Should the contractor propose to depart from the specifications contained a herein, he shall submit samples and /or specifications of such alternatives to ^� the City of Camel 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. Q 4) The contractor shall conduct his work so as not to interfere with the �t present operation of the City of Carmel Utility's water /sanitary sewer system. a If any work interference is encountered between the City of Carmel Utility and W the contractor, the City of Carmel Utility will receive priority in scheduling. a H rx CITY OF CARMEL WATER UTILITY O W V� DEVELOPER INSTALLED WATER MAINS 1) Contractors shall call City of Carmel Utility for an on —site W Z . pre— construction meeting before work begins. Contractor mush have approved plans on —site and all materials to be used must be approved by a City of to tn Carmel Utility inspector. o 2) Contractor will allow inspection by City of Carmel Utility inspectors during V the construction of the water main extension and will honor the City of o 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 °z w Q Q a o inspector. �. ° Q Q __3 W w CD 4) The contractor will conduct the disinfection of water main extension, with o z �' w W N direct supervision by a City of Carmel Utility operator. ° w rz x d 5) Only after the water mian extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of as —built plans have been turned in the City of Carmel Utility, will the water be turned on by the City of Carmel a Utility. 1--1 CITY OF CARMEL UTILITY STANDARD NOTES: Q) 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. 4) Posi —caps or the equivalent are required on all water valve installations. 5) Tracer wire must be installed with all water main laid in Carmel. 6) Warning tape must be installed 12" to 18" above the water main. Note: Q z 1) PVC pipe (6' in length) to be used to mark water service stub. 2) All bacteriological lab services to be billed to developer's contractor. o a W GENERAL NOTES: \ 1) The contractor shall contact all applicable utilities and verify and and all .�``� c .. S..... ,�'' %�� fees associated with the installation of all utilities. .�4;.�G�STER 2) Provide thrust blocks for all water line bends and tees, including tab ' ��;' No. connection. = * -10E10 3) Contractor shall coordinate with water company for domestic and fire = _ service. Connect to building domestic and fire line. Coordinate with plumbing drawings. �''% ''••..•'iA•NP ••'- 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 JAMES E. SHIELDS, JR. P.E. 10201333 mechanical /plumbing drawings. 7) Verify existing invert and location of sanitary sewer. Adjust inverts as Q0 required. Document any changes. 8) Maintain 10' horizontal and 18" vertical clearance between storm /sanitary O 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) Coordin -ite location of required conduits for light poles, telephone service O and irrigation system. 11) Coordinate utility conduits with service providers. U 12) Sanitary sewer laterals, water service, & electrical /telephone conduits shall be granular backfill for entire run. r^ 13) There are to be no water valves or manholes plcaced within the v 1 pavement, curbs or sidewalks. I I F u I 4 I 3 I 2 HOLEY MOLEY SA YS "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. 1 U 0 0 z �—+ w M W� C 0 Q� z R. 9 �� 0 a SHEET NO. C702 PROJECT NO. W05 -0679 TREE AND SHRUB SCHEDULE KEY QTY. PLANT NAME SIZE SPACING NOTES SCALE: AS SHOWN ARONIA MELANOCARPA'VIKING' i FULL TO GROUND, UNSHEARED AM 24 VIKING BLACK CHOKEBERRY 24 HT. MIN. " ,� 48 O.C. NO LESS THAN 6 MAIN BRANCHES 48 �� O.C. NO LESS THAN 6 MAIN BRANCHES ANNUALS LIRIODENDRON TULIPIFERA VARIOUS SIZE AND COLOR AN 100 LT 6 11 O.C. INSTALLED BY OWNER 21/2" CAL. BETULA NIGRA FULL, STRONG STRAIGHT TRUNK BN 1 RIVER BIRCH 1 112" CAL, 8' CLUMP FULL, STRONG, 3 STEM MIN. 14 NORTHERN BAYBERRY CERCIS CANADENSIS 24" HT. MIN. 48" O.C. NO LESS THAN 6 MAIN BRANCHES CC 19 EASTERN REDBUD 1 1/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK PA CORNUS KOUSA NORWAY SPRUCE 8 ' HT. CF 8 KOUSA DOGWOOD 1 112" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK CORNUS SERICEA BAILEY] PA1 42 FULL TO GROUND, UNSHEARED CS 17 RED -17WIG DOGWOOD " 24 HT. MIN. 1! 48 O.C. NO LESS THAN 6 MAIN BRANCHES QUERCUS BICOLOR GLEDITSIA T. INERM{S'IMCOLE' QB GT 2 IMPERIAL HONEYLOCUST 21/2" CAL. AS SHOWN FULL, STRONG'STRAIGHTTRUNK ILEX GLABRA'SHAMROCK' � FULL TO GROUND, UNSHEARED IG 17 SHAMROCK COMPACT INKBERRY 24 � HT. MIN. 36 �� O.C. 21/2" CAL, AS SHOWN FULL, STRONG STRAIGHT TRUNK ;ILEX VERTICILLATA WINTER RED ' SYRINGA RETICULATA'IVORYSI1-K' FULL TO GROUND, UNSHEARED IV 35 WINTER RED FEMALE WINTERBERRY `� 24 HT. MIN. �� 48 O.C. NO LESS THAN 6 MAIN BRANCHES AS SHOWN FULL, STRONG STRAIGHT TRUNK HEMEROCALLIS'HAPPY RETURNS' TILIA TOMENTOSA HS 61 HAPPY RETURNS DAYLILY 1 GAL. 12" O.C. SILVER LINDEN PLAN NOTES: STREET LIGHT, SEE LIGHTING PLAN SHEET L1.02 (DBRICK COLUMN, SEE DETAIL 05/1-1.03 2 SIGN WALL, SEE DETAIL 02/1-1.01 & 05/1-1.03 3 TYP I AL NIT LAND APE • PLAN C U SC , SEE 04/1-1.03 BEST MANAGEMENT PRACTICES FOR DREES, VILLAGE GREEN: BEFORE CONSTRUCTION: • SELECTED TREES WITHIN THE PRESERVATION ZONES SHALL BE FERTILIZED BEFORE CONSTRUCTION BEGINS TO INCREASE THEIR VIGOR. THIS WILL INCREASE THEIR ABILITY TO HANDLE STRESS FROM CONSTRUCTION. • ALL SITE CONTRACTORS SHALL MEET WITH THE CONSULTING ARBORIST AT THE SITE PRIOR TO BEGINNING WORK TO REVIEW ALL WORK PROCEDURES, ACCESS AND HAUL ROUTES, AND TREE PROTECTION MEASURES. • TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIPLINE (WHERE POSSIBLE) OF THE TREES IN THE BUFFER ZONE AND PROPER "TREE PRESERVATION ZONE" SIGNS AFFIXED. NORTH • TREES SHOULD BE INSPECTED PRIOR TO CONSTRUCTION TO FENCE DETERMINE STRUCTURAL INTEGRITY. STRUCTURALLY UNSOUND TREES SHOULD BE REMOVED. TREES WITHIN THE PRESERVATION AREAS SHOULD BE REMOVED AT THE DIRECTION OF A REGISTERED CONSULTING ARBORIST (RCA) OR A CERTIFIED ARBORIST (CA). DURING CONSTRUCTION: • ANY DAMAGE TO TREES SHALL BE REPORTED TO THE CONSULTING ARBORIST WITHIN 6 HOURS SO THAT REMEDIAL ACTION CAN BE TAKEN. TIMELINESS IS CRITICAL TO TREE HEALTH. o NO MATERIALS, SPOIL, WASHOUT WATER, WASTE OR EQUIPMENT, (ESPECIALLY CONCRETE EQUIPMENT AND TOOLS) SHALL BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE (FENCED AREA). • OVER -DIG FROM THE BUILDING FOUNDATION SHALL NOT BE PLACED WITHIN THE TREE PROTECTION ZONE, EITHER TEMPORARILY OR PERMANENTLY. IT IS SUGGESTED THAT THE SPOIL BE PLACED ICJ A SPACE AWAY FROM THE TREES. • THE PRESERVED TREES SHOULD BE IRRIGATED SO THAT-THEY WILL RECEIVE 1 -1.5 INCHES OF WATER PER WEEK DURING B(TREME DRY PERIODS AND AS IS FEASIBLE. • IF AT ALL POSSIBLE UNDERGROUND UTILITIES, DOWNSPOUTS OR IRRIGATION LINES AND LANDSCAPE LIGHTING SHALL BE ROUTED OUTSIDE THE TREE PROTECTION ZONE. • THERE IS TO BE NO PARKING OR EQUIPMENT STORAGE OF ANY KIND WITHIN THE TREE PROTECTIVE ZONE. POST CONSTRUCTION RECOMMENDATIONS: e ALL TREES SHALL HAVE A POST- CONSTRUCTION EVALUATION PERFORMED BY A QUALIFIED ARBORIST TO DETERMINE ANY REMEDIAL ACTIONS NECESSARY TO MAINTAIN TREE HEALTH. VERTICAL--MULCHING; -OR SOIL REMEDIATION- WITH - A-GROW GUN . ..... _ MAY BE NECESSARY, FOR ANY TREES WITHIN 20 FEET OF CONSTRUCTION ACTIVITIES. ESPECIALLY THOSE WITH ANY COMPACTED SOILS OR ALTERED DRAINAGES. © REGULAR MULCHING FOR ANY TREES IN THE TREE PROTECTION AREAS IS RECOMMENDED FOR TREES THAT DO NOT HAVE REGULAR LEAF LMER ANYMORE. THE MULCH WILL GIVE THE TREES OPTIMAL CONDITIONS FOR THEIR ROOTS TO RECOVER . FROM THE STRESS OF CONSTRUCTION. © COPYRIGHT VINE & BRANCH INC. 2006. ALL RIGHTS RESERVED. COPY OF BMP'S MAY BE MADE ONLY WITH WRITTEN PERMISSION OF VINE & BRANCH INC. KEY QTY. PLANT NAME SIZE SPACING NOTES SCALE: AS SHOWN JUNIPERUS CHINENSIS 'SEA GREEN' i FULL TO GROUND, UNSHEARED JC 21 SEA GREEN JUNIPER • i 24 �� HT. MIN. 48 �� O.C. NO LESS THAN 6 MAIN BRANCHES LIRIODENDRON TULIPIFERA LT 7 TULIPTREE 21/2" CAL. AS.SHOWN FULL, STRONG STRAIGHT TRUNK MYRICA PENSYLVANICA FULL TO GROUND, UNSHEARED MY 14 NORTHERN BAYBERRY 24" HT. MIN. 48" O.C. NO LESS THAN 6 MAIN BRANCHES PICEA ABI ES PA • 3 NORWAY SPRUCE 8 ' HT. AS SHOWN FULL, STRONG STRAIGHT TRUNK . PENNISETUM A. 'LITTLE BUNNY' PA1 42 LITTLE BUNNY DWF FOUNTAIN GRASS 1 GAL. 2'0.C4 QUERCUS BICOLOR QB 6 SWAMP WHITE OAK # 21/2 ".CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK QUERCUS RUBRA QR 12 RED OAK 1 21/2" CAL, AS SHOWN FULL, STRONG STRAIGHT TRUNK SYRINGA RETICULATA'IVORYSI1-K' SR - 7•� IVORY SILK JAPANESE TREE LILA C, 1 1/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK TILIA TOMENTOSA TT 2 SILVER LINDEN 21/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK; VIBURNUM TRILOBUM 'BAILEY COMP CT FULL TO GROUND UNSHEARED VT 31 COMPACT AM. CRANBERRYBUSH f 24 HT. MIN. 48 O.C. NO LESS THAN 6 MAIN BRANCHES 02 t] VILLAGE GREEN TOWNHOMES ENTRY LAN DSCAPE PLAN IvvvI Ni ivIvi�v 01 PHASE ENE SITE LANDSCAPE PLAN KEVIN K PARSONS &. ASSOCIATES, INC. landscape architecture land planning urban design 212 WEST 1 OTH STREET • Surm Ar290 • ItND1ANAPOUS, INDIANA 46202 317-955-9155. FAx 317-95a9455- PREPARED FOR DREES HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 P: 317347.7300 F: 317347.7318 E -MAIL; WWW.DREESHOMES.COM REVISION: CERTIFICATION VILLAGE GREEN TOWNHOMES PHASE ONE CARMEL, IN o SITE LANDSCAPE PLAN PROJECT: 05538 DRAWN: JML CHECKED: JML SCALE: AS SHOWN ISSUE DATE: 07.2L06 SITE LANDSCAPE PLAN L10 0_1 r j DRESS HOMES GUIDELINE FOR COMMUNITY LAWN AND LANDSCAPE MAINTENANCE STANDARD FOR PERFORMANCE: IN ORDER TO CREATE A UNIFORM •LOOK FOR ALL OF OUR . FLORAL DISPLAY: SUMMER FLORAL MUST BE INSTALLED PRIOR TO MEMORIAL DAY (BUT COMMUNITIES WORK SHALL BE PERFORMED TO MEET THE STANDARDS OF THE DREES NOT SOONER THAN MOTHER'S DAY) FOR OPTIMUM RESULTS. THE FALL FLORAL DISPLAY COMPANY ENSURING QUALITY AND SERVICES TO MAINTAIN THE GROUNDS IN A SUPERIOR NEEDS TO BE SCHEDULED AS WEATHER CONDITIONS DICTATE TO ENSURE A PROPER CONDITION WHICH REPRESENTS THE DREES COMPANY COMMITMENT TO EXCELLENCE. DISPLAY. ONCE THE SUMMER DISPLAY NO LONGER PRESENTS A HEALTHY APPEARANCE ISSUE DATE: THE PLANTS NEED TO BE REMOVED. PANSIES ARE THE PREFERRED CHOICE FOR THE FALL TO MAINTAIN OUR COMPETITIVE EDGE AND OUTPACE OUR COMPETITION WE MUST IMPROVE DISPLAY SINCE THEY PROVIDE A FALL DISPLAY AND THEN AGAIN IN THE EARLY SPRING. THE APPEARANCE OF OUR COMMUNITIES AND ENSURE THEIR AESTHETIC INTEGRITY BY MUMS HAVE A VERY SHORT DISPLAY LIFE (TYPICALLY BASED ON WEATHER CONDITIONS ENSURING THAT THE COMMUNITY IS MAINTAINED TO A HIGH LEVEL PROVIDING OUR ABOUT 4 WEEKS). QUALITY THAT EXTENDS BEYOND THE HOME TO THE CUSTOMERS WITH A VISION O F QU IRRIGATION MANAGEMENT: PROPER WATER MANAGEMENT IS A BENEFIT TO THE COMMUNITY ITSELF: LANDSCAPING AND ENSURES HEALTHY PLANTS. MONITORING THE IRRIGATION DURING THE SEASON IS CRITICAL SO ADJUSTMENTS NEED TO BE MADE TO COMPENSATE* FOR THE FOLLOWING GUIDELINES PROVIDE A FOUNDATION WHAT PROVIDE RESULTS. RESULTS THAT WEATHER CONDITIONS. OVER- WATERING CREATES THE POSSIBILITY FOR DISEAS� BOTH ARE EXPECTED BY OUR CUSTOMERS. A COMMITMENT TO THESE STANDARDS WILL WITH PLANTS AND IN THE TURF. GUIDELINE TO FOLLOW:. DEMONSTRATE THE - QUALITY THAT IS REPRESENTED BY THE DREES COMPANY. THIS CAN BE ACHIEVED BY CONFORMING TO THE FOLLOWING REQUIREMENTS: MINIMUM AMOUNTS: LAWN AREAS 15 MINUTES PLANT BEDS 10 MINUTES LAWN MAINTENANCE: MAXIMUM AMOUNTS: LAWN AREAS 45 MINUTES PLANT BEDS 30 MINUTES • GRASS CUTTING: THE GRASS SHOULD BE CUT APPROXIMATELY EVERY 5 -10 DAYS (AVERAGE OF 28 MOWS PER SEASON) DURING THE MOWING SEASON TO MAINTAIN A UNIFORM HEIGHT LAWN FERTILIZATION AND WEED CONTROL: OF 3 -4 INCHES. THE GRASS IS NOT TO BE MOWED DURING WET CONDITIONS, WHICH CAN E CAUSE MUD TRACKS, RUTTING, CLUMPING OF GRASS, ETC. ALL BLADES MUST BE KEPT SHARP TO AVOID DAMAGING THE GRASS AND MAKING IT MORE SUSCEPTIBLE TO DISEASE. ALL ACCESSIBLE LAWN AREAS SHALL BE FERTILIZED AND HAVE APPLICABLE PESTICIDES IN ORDER TO HAVE OUR COMMUNITIES IN TOP CONDITION FOR OUR HEAVIEST TRAFFIC APPLIED PER THE FOLLOWING SCHEDULE OR AS AGREED UPON FOR THE SPECIFIC NEEDS OF A VOLUME ON THE WEEKENDS, THURSDAY OR FRIDAY MOWING IS REQUIRED - WEATHER TURF AREA. ALL FERTILIZER AND PESTICIDES ARE TO BE OF PREMIUM GRADE, HAVE THE PERMITTING. BEFORE ANY MOWING IS STARTED THE GROUNDS MUST BE POLICED FOR PROPER CHEMICAL CONTENT FOR THE PARTICULAR APPLICATION AND BE APPLIED IN TRASH REMOVAL. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE FERTILIZATION MUST • TRIMMING: CURBING, FENCES, POLES OR ANY SUCH OBSTACLES ARE TO BE TRIMMED CONTAIN THE PROPER MACRONUTRIENTS THAT ARE ESSENTIAL FOR THE HEALTH AND,, IGOR OF. AROUND AT EACH GRASS CUTTING. THE TALL FESCUE VARIETIES THAT ARE SEWN AT OUR COMMUNITIES. • . • CLIPPINGS: CAN BE LEFT ON TURF PROVIDED THEY DO NOT COVER THE TURF OR FORM • f CLUMPS OF GRASS ON TOP OF THE TURF. ALL GRASS CLIPPINGS ARE TO BE REMOVED MARCH - APRIL: SLOW RELEASE FERTILIZATION. • FROM ALL CONCRETE SURFACES SUCH AS SIDEWALKS AND MULCHED AREAS. CLIPPINGS i SHOULD NOT BE BLOWN ON SIGNS OR ANY STRUCTURES. IF THE MOWER IS DISCHARGING MAY-JUNE: SLOW RELEASE FERTILIZATION AND BROADLEAF HERBICIDE. GRASS AND NOT MULCHING THEN THE DISCHARGE CHUTE IS TO BE POINTED AWAY FROM MULCHED AREAS AND ANY STRUCTURES. JULY - AUGUST: SLOW RELEASE FERTILIZATION. o EDGING: COMPLETE EDGING OF ALL SIDEWALKS'AND CONCRETE/PAVED �,REAS IS PREFERRED TO BE DONE ON A BI- WEEKLY BASIS DURING THE MOWING SEASON. SEPT - OCT: SLOW RELEASE FERTILIZATION AND A PRE EMERGENT HERBICIDE FOR HOWEVER, THREE EDGINGS PER SEASON IS REQUIRED. THIS SHOULD BE DONE PRIOR TO FALL GERMINATING WEEDS. THE FOLLOWING HOLIDAYS: MEMORIAL DAY, JULY FOURTH, LABOR DAY. THIS TYPE OF EDGING IS TO BE DONE USING AN EDGER THAT IS SPECIFICALLY DESIGNED.TO DO SO.- DO NOVEMBER: FERTILIZATION. THIS APPLICATION IS TO PROMOTE ROOT GROWTH AND NOT EDGE WITH A WEED -EATER IN THE TRIMMING POSITION WITH THE BLADE RUNNING REDUCE PLANT STRESS DURING THE WINTER SEASON. HORIZONTAL TO THE GROUND. EDGING IN THIS MANNER WILL DAMAGE AND KILL THE GRASS. ALL DEBRIS FROM EDGING ARE TO BE SWEPT UP AND DISPOSED OF PROPERLY • BALANCED SLOW RELEASE FERTILIZATION: THIS INCLUDES ALL THE NECESSARY ELEMENTS AND NOT SWEPT OR BLOWN INTO THE NEWLY EDGED AREA. USING THE TOOL PROPERLY FOR PLANT COLOR, VIGOR AND GROWTH. AND DEBRIS REMOVAL IS WHAT MAKES THE EDGING LOOK CRISP AND CLEAN. THE o PRE - EMERGENT HERBICIDE: THIS WILL CONTROL ANNUAL GRASSES AND WEEDS SUCH AS MAXIMUM EDGE WIDTH SHALL BE NO GREATER THAN 3/4 . CRABGRASS, FOXTAIL AND ANNUAL BLUEGRASS. • BROADLEAF HERBICIDES: THIS IS A COMBINATION OF WEED KILLERS TO CONTROL LANDSCAPE MAINTENANCE: DANDELIONS, BUCKHORN, PLANTAIN, DOCK AND OTHER BROADLEAF WEEDS. 1. IF A GRANULAR APPLICATION IS USED ALL CONCRETE SURFACES MUST BE BLOWN OFF TO REMOVE GRANULES. THIS IS PARTICULARLY IMPORTANT IF THE APPLICATION. • ARE BE • TREE AND SHRUB TRIMMING: ALL DECIDUOUS AND EVERGREEN SHRUBS CONTAINS IRON AS THIS MAY STAIN OR EVEN DAMAGE THE PAVEMENT. E PRUNED AND SHAPED TWO TIMES (JUNE /OCTOBER) DURING EACH GROWING SEASON., THE 2. HOLLIES AND AZALEAS REQUIRE ADDITIONAL SPECIALIZED APPLICATIONS WHICH PRUNING IS TO BE DONE AT THE PROPER TIME OF THE SEASON AND DONE IN THE SPECIFIC NEED TO BE APPLIED AS NEEDED AND ARE NOT COVERED IN THE SCOPE OFTHE MANNER THAT IS REQUIRED FOR EACH SPECIFIC VARIETY OF PLANT.. ORNAMENTAL TREES ABOVE LISTED APPLICATIONS. s AND SHRUBS SHOULD NOT BE PRUNED UNTIL AFTER THEY HAVE BLOOMED. ALL DEBRIS IS TO BE REMOVED AND DISPOSED OF OFF SITE. ATTENTION SHOULD BE GIVEN TO ENSURE THAT SHRUBS AND TREE BRANCHES PROVIDE CLEARANCE FROM SIGNAGE AND STRUCTURES. IN THE FIRST YEAR OF A DEVELOPING COMMUNITY NO TREES OR SHRUBS ` REQUIRE TO BE PRUNED, . i o MULCHING: ALL PLANTING BEDS ARE TO BE EDGED ONE TIME PER YEAR IN THE SPRING (LATE APRIL/EARLY MAY) TO AN APPROXIMATE DEPTH OF 3 -4 INCHES. NEW HARDWOOD MULCH IS TO BE APPLIED TO A DEPTH OF APPROXIMATELY 2 INCHES. BEFORE THE NEW HARDWOOD MULCH IS APPLIED THE BED AREA IS TO BE PREPARED AND ALL DEBRIS REMOVED, THEN THE EXISTING MULCH IN ALL PLANTING BEDS IS TO BE TURNED. THE HARDWOOD MULCH IS —10 BE FREE OF ANY BY- PRODUCTS AND SHOULD CONTAIN ONLY HARDWOOD. DURING THE SUMMER SEASON THE MULCH SHOULD BE FLUFFED OR TURNED" ONCE'AT THE BEGINNING OF AUGUST. • PLANT BED WEED CONTROL. ALL PLANT BEDS ARE TO BE KEPT WEED FREE DURING THE LANDSCAPE SEASON. WEEDING_ NEEDS TO BE MONITORED ON A WEEKLY BASIS. f • PERENNIAL CARE: ALL PERENNIALS AND ORNAMENTAL GRASSES NEED TO BE MAINTAINED ' DURING THE GROWING SEASON AS FOLLOWS: • FEB - ORNAMENTAL GRASSES ARE TO BE CUT TO A HEIGHT OF 8" AND DEBRIS REMOVED. - • SEPT - MAINTAIN EXPIRED PERENNIALS BY REMOVING CANES AND DEAD PLANT MATERIAL. • NOV- PERENNIALS SHOULD BE CUT TO THE GROUND. • VEGETATION CONTROL: ROUND UP SHOULD BE APPLIED TO ANY GRASS/WEEDS THAT ARE GROWING UP THRU CRACKS OR SEAMS IN THE PAVEMENT /CONCRETE SURFACES. o FALL LEAF REMOVAL: LEAVES SHOULD BE REMOVED FROM PLANTING/MULCH BEDS IN NOVEMBER TO PROVIDE A MANICURED, CLEAN LOOK IN THE FALL. 04 • RUB THAT HAS DIED OR IS DISEASED DEAD TREE AND SHRUB REMOVAL: ANY TREE /SH NEEDS TO BE REMOVED IMMEDIATELY. UNSIGHTLY PLANT MATERIAL IS UNACCEPTABLE TO AESTHETICS OF THE COMMUNITY. L1.02 THE OVERALL S ILUMINARE BLACK . ca . N 10' BLACK LIGHT POLE 00 10 00 VILLAGE GREEN TOWNHOMES TYPICAL STREET LIG 3/411 _ 1 1_0II i VILLAGE GREEN TOWNHOMES VILLAGE GREEN TOWNHOMES 03 TYPICAL DOUBLE MAILBOX 02 TYPICAL SINGLE MAILBOX im L1.02 NOT TO SCALE L1.02 NOT TO SCALE II S G4S -= A S --- A Luminaire Schedule Project: VILLAGE GREEN - SITE LIGHTING Symbol Qty Label Arrangement' Watts Lumens LLF Description • 0 5 AAL SINGLE 100 8500 0.750 ALN- 440- 1-13- 100MH -10' POLE VILLAGE GREEN TOWNHOMES LIGHTING AND. MAILBOX LAYOUT PLAN L1.02 111-501-011 D KEVIN K PARSONS &. ASSOCIATES, INC. landscape architecture land planning urban design 212 WEST 1 O'TH STREE • SUrrE Ar290 • INDIANAPOUS,-INDIANA 46202 317-955-9155. FAX 317 - 9559455 PREPARED FOR DREES HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 R 317347.7300. F: 317347.7318 E -MAIL: WWW.DREESHOMES.COM i REVISION: CERTIFICATION VILLAGE GREEN TOWNHOMES PHASE ONE CARMEL, IN u LIGHTING AND MAILBOX PLAN PROJECT: 05538 DRAWN: JML CHECKED: JML SCALE: AS SHOWN ISSUE DATE: 07.21.06 LIGHTING AND MAILBOX PLAN 0 NOTES. GENERAL NOTES: 1 UTILITY LOCATION NOTE: THE LANDSCAPE ARCHITECT IS NOT LIABLE FOR PROPOSED OR EXISTING UNDERGROUND OR OVERHEAD UTILITY LOCATIONS THAT HAVE BEEN REVISED EITHER IN THE FIELD OR ON THE CIVIL ENGINEERING DRAWINGS RELEASED AFTER THE SOURCE DATE SHOWN ON THE LANDSCAPE ARCHITECTURE DRAWINGS. ALL LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION SUPPLIED BY EITHER THE CIVIL ENGINEER, SURVEYOR, OWNER, AND /OR MEASURED IN THE FIELD. IF DISCREPANCIES ARE PRESENT, CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO BEGINNING WORK. 2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PREPARATION, MATERIALS, DELIVERY, INSTALLATION AND INITIAL MAINTENANCE FOR THE LANDSCAPE PORTION OF THE PROJECT AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK, PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ 4. CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. ALL UTILITIES SHALL BE LOCATED AND MARKED /FLAGGED PRIOR TO BEGINNING WORK. RELOCATE PLANTS FROM OVER OR UNDER UTILITIES, RELOCATION SHALL BE APPROVED PRIOR TO INSTALLATION. 6. CLEAN UP ALL DEBRIS AND REMOVE FROM SITE, REPAIR ALL DAMAGED OR DISTURBED AREAS CAUSED BY LANDSCAPEWORK. SOURCE DATE: BASE SITE AND UTILITY PLAN, AND /OR SURVEYING INFORMATION SUPPLIED BY WEIHE ENGINEERS INC.,, 7� ENGINEER TO THE LANDSCAPE ARCHITECT ON (LAST REVISED DATE) NOVEMBER 22,2005. PLANTING NOTES: 1. REMOVE WEEDS, ORGANIC MATTER AND ROCKS LARGER THAN 1.5" FROM SOIL. 2. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED COMPOST. TOP LAYER OF BACKFILL SHALL BE 100% OF SURROUNDING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL-AT APPROVED RATES. 3. THE TOPS OF ALL TREE AND SHRUB'ROOT BALLS TO BE PLACED A MAXIMUM OF TWO (2) INCHES ABOVE FINAL GRADE. ALL TREES LOCATED OUTSIDE OF BEDS SHALL HAVE A MINIMUM SIX (6) FOOT DIAMETER NON - LIPPED SAUCER AROUND PLANTING PIT. ALL SAUCERS SHALL BE WEED AND GRASS FREE. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. ALL TREE SAUCERS AND PLANTING BEDS SHALL RECEIVE MINIMUM OF THREE (3) INCHES GRADE A, SHREDDED HARDWOOD BARK MULCH. NO CYPRESS, ARTIFICIAL OR DYED MULCH ALLOWED. 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL. NOTIFY LANDSCAPE ARCHITECT/ OWNER'S REPRESENTATIVE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 6. THE OWNER, OWNER'S AGENT OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIALS AT ANY TIME DURING THE COURSE OF THE PROJECT UNTIL PROJECT IS ACCEPTED BY THE OWNER. 7. LANDSCAPE CONTRACTOR SHALL LAYOUT AND STAKE ALL PLANT LOCATIONS AS SHOWN ON THE DRAWINGS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE PLANT LOCATIONS FOR ACCURACY AND COMPLIANCE WITH DESIGN INTENT PRIOR TO INSTALLATION. 8. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE PLANTING OF SPECIFIED PLANTS AND MAINTAINING ALL PLANT MATERIALS IN. AN ALIVE AND QUALITY CONDITION UNTIL ACCEPTANCE BY THE OWNER. THIS INCLUDES ASA MINIMUM: WATERING, WEEDING, INSECT AND DISEASE CONTROL, PRUNING OF DAMAGED OR UNSIGHTLY LIMBS, AND KEEPING PLANTS IN TRUE AND UPRIGHT POSITIONS. 9 CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL REPLACEMENTS SHALL BE PAID FOR BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, GUARANTEE REPLACEMENTS SHALL BE AS DIRECTED BY THE OWNER UNTIL FINAL ACCEPTANCE OF THE PROJECT FOLLOWING THE GUARANTEE PERIOD. SEEDING AND PREPARATION: 1. CONTRACTOR TO FINE GRADE AND PREPARE ALL SITE AREAS TO RECEIVE SEED. MAKE SITE SMOOTH TO FINAL GRADING PLAN ELEVATIONS, FILL IN DEPRESSIONS, LOW SPOTS AND GRADE SMOOTH. 2. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 6" APPROVED STERILIZED TOPSOIL PRIOR TO SEEDING OPERATIONS. ' ONCE TOPSOIL HAS BEEN PLACED, CONSTRUCTION ACTIVITY OF ANY KIND (EXCLUDING LANDSCAPING) SHALL NOT BE PERMITTED ON OR ACROSS ANY PLANTING AREA. CONTRACTOR SHALL FULLY EXCAVATE ANY PLANTING AREA THAT IS DISTURBED AND REPLACE WITH APPROVED TOPSOIL. 3. HYDROSEEDING IS ACCEPTABLE. APPLY WITH APPROVED EQUIPMENT DESIGNED FOR PROFESSIONAL HYDROSEEDING APPLICATIONS AT RECOMMENDED RATES. 4. PROVIDE FRESH, CLEAN NEW-CROP 'PREMIUM' GRADE SEED AND SEED MIXES AS FOLLOWS: 40% KENTUCKY BLUEGRASS 30% PERENNIAL RYE GRASS 30% TURF TYPE TALL FESCUE 5. APPLY SEED AT RATE OF MINIMUM 175 POUNDS PER ACRE (4 LBS /1000SF). 6. SCARIFY SOIL TO DEPTH OF 3 INCHES PRIOR TO APPLICATION. 7. LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED W/ 12 -12 -12 ANALYSIS FERTILIZER AT A RATE OF 10 lbs. /1000 s.f. APPLY SEED MIX AT SPECIFIED RATE, AND LIGHTLY RAKE INTO TOP 1/4 INCH OF SOIL. 8, MULCH SEEDED AREAS WITH STRAW MULCH AT RATE OF MINIMUM 1 1/2 TON PER ACRE (70 LBS /1000SF). CRIMP OR TACK STRAW MULCH TO REMAIN IN.PL.ACE UNTIL COMPLETE GERMINATION OF SEED AND ESTABLISHED GROWTH. 9. WATER AND MAINTAIN GRASS UNTIL STAND IS ESTABLISHED AND READY FOR MOWING AT MINIMUM 4 INCH HEIGHT. CONTINUE TO WATER FOR A MINIMUM 30 DAYS OR UNTIL ACCEPTED BY OWNER. 10. FOLLOWING SEEDING OPERATIONS, CLEAN UP EXCESS MATERIALS, AND CLEAN ALL BARK MULCHED AND PAVED AREAS. r . 11. FOLLOWING GERMINATION, APPLY HERBICIDE TO ALL GRASS GROWTH IN PLANT MULCH AREAS. 12. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL UE RESEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 13. ALL DISTURBED LAWN AREAS SHALL BE SEEDED AS NOTED AND AS APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 3" SHREDDED HARDWOOD MULCH DO NOT PLACE MULCH WITHIN 3" OF STEMS. MULCH ENTIRE BED PLACE SOIL BALL 1" HIGHER THAN ADJACENT EXISTING GRADE. • .� DO NOT PLACE SOIL HIGHER THAN .+= @ NURSERY CONDITIONS. • e FINISH GRADE a CUT AND REMOVE BINDINGS AND BURLAP FROM STEM BACKFILL MIX. - SEE SPECIFICATION , , • IND 771 T 7 --- LA W 71 INDIANA UNDERGROUND PROTECTION SERVICE, INC. Call 1-800-382-5544 2 Working Days Before You Dig. 05 VILLAGE GREEN TOWNHOMES ENTRY. SIGN WALL AND FENCE COLUMN ELEVATION Ll .03 1/211 1 1-011 04 L1.03 skoh, 4�Ki a UNDISTURBED SUBGRADE VILLAGE GREEN TOWNHOMES O3 SHRUB PLANTING DET L1.03 NOT. TO SCALE TYPICAL UNIT LANDSCAPE PLAN 1 1�41I ^ 1 1.011 AIL DO NOT CUT LEADER PLACE SOIL BALL 1" HIGHER THAN ADJACENT FINISH GRADE DO NOT COVER TOP OF ROOT BALL WITH SOIL MULCH BED AS SPECIFIED FINISH GRADE - -__11 CUT AND REMOVE BURLAP AND QTY. PLANT NAME ' BINDINGS FROM STEM NOTES SCALE: ' AS SHOWN BUXUS MICROPHYLLA'WINTERGREEN' 07.2L06 BM 7 TAMP SOIL AROUND ROOT BALL BASE \�j • FULL, MATCHED LIRIOPE MUSCARI 'VARIEGATA � XN \Y/' �% FIRMLY WITH FOOT PRESSURE TO ENSURE ROOT BALL DOES NOT SHIFT • .34 VARIEGATED LfLYTURF 1 GALLON / . • • TREE AND SHRUB'SCHEDULE (PER UNIT)-' KEY QTY. PLANT NAME SIZE SPACING NOTES SCALE: ' AS SHOWN BUXUS MICROPHYLLA'WINTERGREEN' 07.2L06 BM 7 WINTERGREEN BOXWOOD 18-24" B &B 30" O.C. FULL, MATCHED LIRIOPE MUSCARI 'VARIEGATA LM .34 VARIEGATED LfLYTURF 1 GALLON 1211 O.C. ' SHREDDED HARDWOOD BARK MULCH 3" IN DEPTH DO NOT PLACE MULCH WITHIN 3" OF TRUNK. MULCH FULL DIAMETER OF PIT. BACKFILL MIXTURE AS SPECIFIED S.� "NOTE: FLARE ROOT NEEDS TO BE PLANTED AT GRADE LEVEL TRUNK WRAPPING MATERIAL TO EXTEND FROM LOWEST BRANCH TO ROOTBALL 3" GRADE A SHREDDED HARDWOOD MULCH TOPSOIL 1/2 WIDTH OF ROOT BALL FINISHED GRADE = III = III =1: III - III - III =11 i- 1I -I I I III . I- III - III -III =1 - III =III -I I I_I I I_I I I -I 1I- I1 =1II -III PLANTING BACKFILL SOIL FOR PIT Ili (- III -III III -III i i I I I �_ - III - III - III - III -III - I REMOVE TOP Y OF BURLAP AND ANY - III - III - III -III BINDERS FROM ROOTBALL PLACE ROOT BALL ON UNDISTURBED v: SUBGRADE UNDISTURBED SUB GRADE UNDISTURBED SUBGRADE VILLAGE GREEN TOWNHOMES VILLAGE GREEN TOWNHOMES �2 EVERGREEN TREE PLANTING DETAIL �� SHADE TREE PLANTING DETAIL L1.03 NOT TO SCALE L1.03 NOT TO SCALE KEVIN K PARSONS &. ASSOCIATES, INC. landscape architecture land planning urban design 212 WEST 10ni STREET - SuffE N290 • IHDIAIVAPOUS, INDIANA 46202 317- 955^9155 • FAX 317- 95!59455 PREPARED FOR DREES HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 P: 317347.7300 F: 317347.7318 E-MAIL- WWW.DREESHOMES.COM REVISION: CERTIFICATION VILLAGE GREEN TOWNHOMES PHASE. ONE. 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