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HomeMy WebLinkAbout07020029 Village Green Section Two Civil Construction Plans Approval Pending NFC Rcv. 2/22/2007 DOCSs ft BEG GENERAL NOTES .9 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. ' 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) 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 0 7 0 I 4 I 3 2 0 V 11VC,11V11 r ; 1V1A� 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 AT&T 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46220 317 - 265 -2727 'RESIDENTIAL R SI AL PUD R -1 PIG R -2 0 RESIDENTIA R NT R -2 rf RESIDENTI S CIO R -4 IA AREA F' NOT T °SCALE LOCATION MAP PROJECT LOCATION � PROJECT LOCATION VILLAGE GREEN LANG DESCRIPTION SECTION TWO Part of the East Half of the Northeast Quarter of Section 25, Township 18 North, Range .5 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 West Line thereof South 00 degrees 13 minutes 06 seconds East (assumed basis of bearings) 50.01 feet to a southwesterly corner Village Section One as per plat thereof recorded in Instrument No. 200600066899 in the Office of the Recorder of Hamilton County, Indiana, said point being the Point of Beginning; thence the following five (5) courses along the perimeter said Village Green Section One; (1) thence North 88 degrees 33 minutes 34 seconds East 240.42 feet; (2) thence South 01 degree 02 minutes 20 seconds East 317.75 feet; (3) thence North 88 degrees 57 minutes 40 seconds East 69.72 feet; (4) thence South 01 degree 02 minutes 20 seconds East 168.97 feet; (5) 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 No. 1999 - 9967352 in the Office of the Recorder of Hamilton County, Indiana; thence along said West Line South 01 degree 02 minutes 20 seconds East 308.58 feet; thence parallel with the North Line of said Half Quarter Section South 88 degrees 33 minutes 34 seconds West 468.93 feet to the West Line of said Half Quarter Section; thence along said West Line North 00 degrees 13 minutes 06 seconds West 796.99 feet to the Point of Beginning, containing 6.314 acres, more or less. CITY OF CARMEL HAMILTON COUNTY HEALTH D EAPARTM EN7 U.S.G.S No. 201 of Line 116 as of 1935 0.8 miles North along the ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 Clol CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 -2229 milepost B 167, 87 yards of the east rail, and 1 yard West of the PLANNING DIRECTOR: MATT GRIFFIN JASON LEMASTER 0709 317- 571 -2417 317- 776 -8500 South of U.S. Highway No. 31 bridge over the tract, 7 yards East DEPT. OF ENGINEERING: DICK HILL ELEVATION = 829.532 (NGVD — 1929) C401 317- 571 -2441 CARMEL CITY UTILITIES EROSION CONTROL PLAN & DETAILS ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 760 3RD AVENUE S.W. C602 —C603 C604 317- 571 -2444 CARMEL, INDIANA 46032 north property line and 25 feet West of the � JOHN DUFFY CITY OF CARMEL FIRE DEPARTMENT 317- 571 -2443 ELEVATION = 811.14 (NGVD — 1929) TWO CIVIC SQUARE HOLEY MOLEY SAYS CARMEL, INDIANA 46032 HAMILTON COUNTY SURVEYOR'S OFFICE GARY HOYT ONE HAMILTON SQUARE, SUITE 188 ~� 317- 571 -2600 HAMILTON COUNTY JUDICIAL CENTER co N CALL TOLL FREE NOBLESVILLE, INDIANA 46060 O 0 0 CITY OF CARMEL WATER DEPARTMENT GREG HOYES 1 130 1 ST AVENUE S.W. 317- 776 -8495 0 CARMEL, IN 46032 DAYS BEFORE COMMENCING WORK. E STEVE COOK CL o 317- 571 -2640 U ) C(D" OF CARMEL SEWER DEPARTMENT CN 0 N 760 3RD AVENUE, SUITE 110 co ° CARMEL, IN 46032 � N w AARON HOOVER 0 = ° s N 317- 571 -2645 w m Z ME 0 F-- F- w U� �O >- 6 a- =Emma 10 9 0 7 0 I 4 I 3 2 0 V 11VC,11V11 r ; 1V1A� 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 AT&T 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46220 317 - 265 -2727 'RESIDENTIAL R SI AL PUD R -1 PIG R -2 0 RESIDENTIA R NT R -2 rf RESIDENTI S CIO R -4 IA AREA F' NOT T °SCALE LOCATION MAP PROJECT LOCATION � PROJECT LOCATION VILLAGE GREEN LANG DESCRIPTION SECTION TWO Part of the East Half of the Northeast Quarter of Section 25, Township 18 North, Range .5 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 West Line thereof South 00 degrees 13 minutes 06 seconds East (assumed basis of bearings) 50.01 feet to a southwesterly corner Village Section One as per plat thereof recorded in Instrument No. 200600066899 in the Office of the Recorder of Hamilton County, Indiana, said point being the Point of Beginning; thence the following five (5) courses along the perimeter said Village Green Section One; (1) thence North 88 degrees 33 minutes 34 seconds East 240.42 feet; (2) thence South 01 degree 02 minutes 20 seconds East 317.75 feet; (3) thence North 88 degrees 57 minutes 40 seconds East 69.72 feet; (4) thence South 01 degree 02 minutes 20 seconds East 168.97 feet; (5) 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 No. 1999 - 9967352 in the Office of the Recorder of Hamilton County, Indiana; thence along said West Line South 01 degree 02 minutes 20 seconds East 308.58 feet; thence parallel with the North Line of said Half Quarter Section South 88 degrees 33 minutes 34 seconds West 468.93 feet to the West Line of said Half Quarter Section; thence along said West Line North 00 degrees 13 minutes 06 seconds West 796.99 feet to the Point of Beginning, containing 6.314 acres, more or less. 7 1 6 1 5 SCALE: 1'=500' DEC. 16, 2005 S HEET INDEX SHEET N0. PERMANENT BENCHMARK C001 U.S.G.S No. 201 of Line 116 as of 1935 0.8 miles North along the 1 & 2 Chicago, Indianapolis & Louisville Railway (Monon & now abandoned) Clol from the station at Carmel, Hamilton County, 31 yards South of C>02 _ milepost B 167, 87 yards of the east rail, and 1 yard West of the C703 fence line. A state survey standard disk, stamped "201" and set in 0709 the top of a concrete post level with the ground. C201 South of U.S. Highway No. 31 bridge over the tract, 7 yards East C30> —C303 ELEVATION = 829.532 (NGVD — 1929) C401 TEMPORARY BENCHMARK .................. EROSION CONTROL PLAN & DETAILS 774 Cut " +" on the south /southwest bonnet hex nut C602 —C603 C604 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) HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 7- 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. 7 1 6 1 5 SCALE: 1'=500' DEC. 16, 2005 S HEET INDEX SHEET N0. DESCRIPTION C001 TITLE SHEET 1 & 2 PLAT Clol EXISTING CONDITIONS /DEMOLITION PLAN C>02 _ SITE PLAN C703 GRADING PLAN 0709 UTILITY PLAN C201 STREET PLAN 8c PROFILE SHEET C30> —C303 S TJRM SEWER PLAN & PROFILE SHEETS C401 S.i NITARY SEWER PLAN &/- PROFILE SHEET C501 —0502 EROSION CONTROL PLAN & DETAILS C60> TR-4-FFIC CONTROL &SUBSURFACE DRAIN PLAN C602 —C603 C604 CONSTRUCTION DETAILS CARMEL PAVING POLICY C605 C701 —C702 GDOI SPECIFICATION SHEET WATER MAIN PLAN & DETAILS GRADING PLAN FOR WETLANDS MITIGATION PREPARED FOR.- DRESS HOMES 66150 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE.- 317-347-7300 FAX.- 317-347-7318 CONTACT PERSON.- JOHN TALBOT SECTION TWO EXISTING ZONING — DP TOTAL ACREAGE: 6.3`1 AC. 1)-v SIQIII� SP1vlE�o �� 1D�rIIE� 4 DESIGN DATA: TOTAL ACREAGE — 6.31 AC NUMBER LOTS — 30 STREET LENGTHS: GREENFORD TRAIL NORTH 526' GREENFORD TRAIL WEST 306' 3 I 2 O �_ 00 \o kn q:T U �t H 4 00 00 x tl� tk�o . -4 V-4 O U L I M M 00 X W w a U O W� H A Z �ll M �0 w W a o v1 00 - C1114 A W� .Z W W � W � � - O W U� - O a � O� W tn � W o ~ tn > ° U jw� 0 W Z o0 \ M O �Oj� �WQ �m Qw cv r- o C'4 Q U W CO a. 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L0 N C 4 �,L'2 9Z9Z. l0 N d- L,s an OC c0 LJ 0 \ LLJ o con w LL w O tri O'' M N � I vc��o ono Q w Ln �p > � z o °Q� wzo C\2 at�QO r \ NLLoQN H =:20—C W / 0X� V LO o CO o = w� '-`_ `�cJ a'r � 01 ° 6 6 W ° Mao i Ox / OUZZm 0 \ 61.00 ooT- Cf) 00 rW 0 L- Z N 2 00 W I=a< 2:2 M081(,Og LO lz Z_0 \ • w l .1 �°�� ` 00 Q LLJ .fi�9 10' B.S.L. ri 29 s66 *96L M sj90j2 t •00 N L Z85 Z — ,C8 *j4S U/ 11"Niirn^ •1i r4mii i rn c� U? o� �- o w � MI W O I 6i Cn m �02 •TS•8 ,0 L Z8'LL �n i� 0 a� M 00 to 1� w w T- � � 1 1 TSB, IoZ . W8 . Q OZ Lr lit- C� lT I� J C V) L LL �L m L O N C p t 't U r- C) 00 [\ O O O a E c U X Q w \ X Y/ w v VJ rNr^^ W � U U O U Elam 0 Ingo 1 A E� 0 a o Uo Wo w O 0 Ln a) °o Ln nt co O Q Ln •vim � tj o CO M CO OCO co Ll 0 W Q W a a 0 II S D 0 E v .� II E .EOV v v 0 v La Q _�..i w L N N 0 N O O 4-+ cn 3 O >,� c J W � w L•0 U •— .Q c U — I a� D, 0 D :D 'v N O Q X N II v -+ ) 00 cn ._ :3 •v v v Ln a U m 0 > 0 0 Iz w V W 4 C/i LL vs LLJ C�3 LU Mr:, >: 0 0 rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr .0rrrrrrr rr rr rrrrrrtrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrtrrrrrrrrrrrrrrrl- i f� v X W l N (O 00 O O O O CD E O to �': O° CO C N O° O p, N 0 C O x OW L- i =O Uwm z �° O �_ D Qow� °g oa- Al a� D ru 5 4 3 2 b •-q %0 00 .-4d`O \40 kn d' 110 o \0 \O M N d` 'd' kn 0400 d' l_:t�O .--4 .--4 p M M 00 X W w O H �o W� Z O Va o� z� 0 o� Ln H U W H 1�4 x w a �U W� z �a a ao ay A �a x w z w a V : a Q LF) m�I.t,,o n n na - r :: . f�� a . :`C_ou t I - is z \ �e .: v �'' zn w Q ....... ue th*'e:', Fe a l W d b d v ... N z \ ozo� 0 Em o h o - Q w Q er enc Min ement 11A, E� Q a� U 0 RELOCATED LITJI JT( POLES MUST RF PI ACED WJTHJN 1 FOOT OF PROPOSED RIGHT -OF -WAY LINE. ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. 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) m 7 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) 5 SCALE: 1 " = 30' 0 15 30 60 (:VUI 5C5 UIUf ly Lilt f..1Cl If f ltLU[ SUIU V IIIUyC VI CCLI JC(:llU1I Vf 1C, 11) ll ICl IC;C IVUf if 1 00 UCyf ees JJ minUteS JL-seconds East 240.42 feet; (2) thence South 01 degree 02 minutes 20 seconds East 317.75 feet; (3) thence North 88 degrees 57 minutes 40 seconds East 69.72 feet; (4) thence South 01 degree 02 minutes 20 seconds East 168.97 feet; (5) 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 No. 1999 - 9967352 in the Office of the Recorder of Hamilton County, Indiana; thence along said West Line South 01 degree 02 minutes 20 seconds East 308.58 feet; thence parallel with the North Line of said Half Quarter Section South 88 degrees 33 minutes 34 seconds West 468.93 feet to the West Line of said Half Quarter Section; thence along said West Line North 00 degrees 13 minutes 06 seconds West 796.99 feet to the Point of Beginning, containing 6.314 acres, more or less. 4 3 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. 0 U N o> 0 0 A Lam' Q.) Q) QL) o w w a w a a SHEET N0. 0 w w q z a a, or3 I� o w� w M H o� �n t3 V 1 � o E­i (2)2 F" o� o o w � o W d PROJECT N0. W06-0862 U I� 1= m pum- 9 Q) V 0 3 w N 00 0 0 N 0 r i E c N r 0 N O cD O pp N O z ILO o O N �n O V) /N � Se Uwm z QO W� o� oa- VILLAGE GREEN LAND DESCRIPTION SECTION TWO 7 GENERAL NOTES: w 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION INDIANA DESCRIBED AS FOLLOWS: APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 8 ......... 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR L EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 OR PADS. UNDISTURBED TILE TO BE PLUGGED &SEALED AT EXPOSED ENDS. 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED CORNER VILLAGE SECTION ONE AS PER PLAT THEREOF RECORDED IN INSTRUMENT° 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 C/ LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). (5) COURSES ALONG THE PERIMETER SAID VILLAGE GREEN SECTION ONE; (1) 5. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; (3) DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; (5) NOT PERMITTED IN THE RIGHT OF WAY. —� 8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS. 00 9. ALL STREETS ARE TO BE PUBLIC STREETS. WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT 10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECTIONS OF VILLAGE GREEN AS CHOSEN BY DREES HOMES. NO. 1999- 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, Q) V 0 3 w N 00 0 0 N 0 r i E c N r 0 N O cD O pp N O z ILO o O N �n O V) /N � Se Uwm z QO W� o� oa- VILLAGE GREEN LAND DESCRIPTION SECTION TWO 7 PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP w 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, u INDIANA DESCRIBED AS FOLLOWS: 3 5 8 ......... A3 5 L CD THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET TO A SOUTHWESTERLY o� CORNER VILLAGE SECTION ONE AS PER PLAT THEREOF RECORDED IN INSTRUMENT° N0. 2006000668c,-,19 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, C/ (5) COURSES ALONG THE PERIMETER SAID VILLAGE GREEN SECTION ONE; (1) CD THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; (3) N THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; (4) --. THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; (5) —� THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE 00 WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT CU NO. 1999- 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, 2W o= �z o CQ INDIANA; THENCE ALONG SAID WEST LINE SOUTH 01 DEGREE 02 MINUTES 20 ao �Q ° � � • PARALLEL WITH THE NORTH LINE OF SAID SECONDS EAST 308.58 FEET, THENCE PA - m �� h w h O 00 0 S . Q � (n C Q PART OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP w U 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, u INDIANA DESCRIBED AS FOLLOWS: 3 5 COMMENCING AT THE NORTHWEST CORNER OF SAID EAST HALF QUARTER SECTION; L Q THENCE ALONG THE WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET TO A SOUTHWESTERLY o� CORNER VILLAGE SECTION ONE AS PER PLAT THEREOF RECORDED IN INSTRUMENT° N0. 2006000668c,-,19 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, SAID POINT BEING THE POINT OF BEGINNING; THENCE THE FOLLOWING FIVE (5) COURSES ALONG THE PERIMETER SAID VILLAGE GREEN SECTION ONE; (1) THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; (2) THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; (3) z W THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; (4) --. THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; (5) —� THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 147.37 FEET TO THE r "� WEST LINE OF THE LAND OF THE CITY OF CARMEL AS RECORDED IN INSTRUMENT �60 �� NO. 1999- 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, 2W o= �z o CQ INDIANA; THENCE ALONG SAID WEST LINE SOUTH 01 DEGREE 02 MINUTES 20 ao �Q ° � � • PARALLEL WITH THE NORTH LINE OF SAID SECONDS EAST 308.58 FEET, THENCE PA - m �� HALF QUARTER SECTION SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 468.93 FEET TO THE WEST LINE OF SAID HALF QUARTER SECTION; THENCE ALONG SAID WEST LINE NORTH 00 DEGREES 13 MINUTES 06 SECONDS WEST 796.99 FEET TO THE POINT OF BEGINNING, CONTAINING 6.314 ACRES, MORE OR LESS. ow HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 7- 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. IN cv GAS 9 1 8 7 6 1 4 1 3 � 2 1 1 Co 9 4 3 2 c- ft Q 10 1 9 1 8 1 7 1 6 19 4 3 IIJ .75 \ — � 1 I � I il� '� Ph /*I i A. Qu in e t ---- _— -- - _._.. � U .... I ......... 00 av �- � � Instr. 83 -1582 7 ... ....... ... . ........... ........ ........ . .... ..... ....... ..... . .... -0 ........... . ..... .......... ........... <I- C) �, ��� GRADING CROSS — SECTION In s tr, 91 -21490 � Cost sA MH � I n Pip °.....iCVB OZ 4 Ir ri � m � 21 CD w co j ' 813.00 BW 7 a? > C)l .................. . ........ ... ............. rTl J U) - ,`; m Sri I � , _ ��� �_ 1 �iCi' •� �D oo rA U 00 00 rt �+ MM00 a! xw o �� a ao wW a ;> �o � N A w z � a � �2 H Q- W O � � a 0 8�� z Z8 � o °2 V MAP N,UMBE805 7CO20� __j oco M-0 �eA° for Hamilton County, lyrdiana Q� V) 0 MEC t�o� PROPOSED WETLA D issued by th"e. Federal m Q o Q 5z M � �`0 MITIGATION AREA� � Emeraencv MnnanPmant IJ Q) = CONCRETE END SECTION 10 ASPHALT TRAIL 10' ASPHALT TRAIL REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). = FLOOD ROUTE f -o 0 3' WOOD RAIL - TRAIL- FENCE Z LEGEND _ b 3 °' 3' WOOD RAIL 'TRAIL FENCE 5. JA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY C� 0 - PROPOSED GRADE _ SIDEWALK INTERSECTS ANY STREET. RETAINING WALL (TOP OF BANK) RIGHT-OF-WAY LINE STM STR #700 = PROP. STORM STU R CTU R E NO. SEE GRADING PLAN FOR ELEVATION o RETAINING WALL (TOP OF BANK) 6 . ALL SUBSURFACE DRAINS TO B E ° - .-- = STORM SEWER ER LINE - � �-� - � � SEE GRADING PLAN FOR ELEVATION CONSTRUCTED ° S LE SAN STR #900 PROP. SANITARY STURCTURE N0. r�' a 3 WITH w RETAINING WALL (TOP OF BANK) DOUBLE —WALL, SMOOTH BORE PERFORATED (HDPE) = SANITARY SEWER LINE ELEV. = 81 0.00 3:� ° _ - s' a4 RCP PIPE. SANITARY SEWER MANHOLE = EXIST. TREELINE NORMAL Poo NORMAL POOL o ° _ =FLOW D I R ECTI O N -808.0 L 3' =808.0 SCALE. 1 30 = PROPOSED FIRE HYDRANT 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES LANDSCAPING o 17777-77 = EXIST. CONTOURS HOLEY MOLEY SA YS �:� �• a o =STORM BEEHIVE INLET = PROPOSED WATER LINE VALVE 10'' TOP of SAFETY LEDGE 10'' MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE Q Q (� TOP OF SAFETY LEDGE o ► ? ❑ = STORM INLET DIG SAFELY" A =808.5 13. 3� Seos -s ivy i rE7R) \X to 11V I ht KIVh I OF 'WAY. O 5 30 60 BOTTOM OF SAFETY LEDGE BOTTOM OF SAFETY LEDGE o T.C. = TOP OF CASTING 857.3 = PROPOSED PAD GRADE „ , a =808.5 a$os.5 01 , INV. INVERT I THE LAW' OTTOM BOTTOM 8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS. w �, RCP = REINFORCED CONCRETE PIPE _ =798.0 =798.0 N z o M.F.P.G. MINIMUM FLOOD PROTECTION GRADE CALL 2 WORKING DAYS BEFORE YOU DIG o a M.F.P.G. OF ALL STRUCTURES FRONTING _ _ _ DETENTION POND CROSS SECTION 9C—C' a ° PVC _ POLYVINYLCHLORIDE SANITARY SEWER PIPE 1 800 382 5544 � � 9. ALL STREETS ARE TO BE PUBLIC STREETS. o ° _f M.H. MANHOLE A POND OR OPEN DITCH SHALL BE NO 9B-81 =2��� �S SHEET NO. z STR. = STRUCTURE CALL TOLL FREE DETENTION POND CROSS SECTION Q a D. &U.E. = DRAINAGE AND UTILITY EASEMENT LESS THAN 2 FEET ABOVE ANY ADJACENT PER INDIANA STATE LAW IC 8 -� -26. �''=20'� 10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECT °o R.D.E. = REGULATED DRAIN EASEMENT 100 YEAR LOCAL OR REGIONAL FLOOD IT IS AGAINST THE LAW TO EXCAVATE IONS OF VILLAGE .-'to 0 ELEVATIONS, WHICHEVER IS GREATER, FOR N -0 Ye GREEN AS CHOSEN BY DREES HOMES. B.S.L. = BUILDING SETBACK LINE WITHOUT NOTIFYING THE UNDERGROUND `` V.W. = VARIABLE WIDTH ALL WINDOWS, DOORS, PIPE ENTRANCES, LOCATION SERVICE TWO 2 WORKING - 0 w m = WINDOW WELLS AND ANY OTHER STRUCTURE DAYS BEFORE COMMENCING WORK. z PROP PROPOSED C G ° ~ �= w ME =MATCH EXISTING MEMBER WHERE FLOOD WATERS CAN PROJECT NO. \~ ENTER A BUILDING. o ° Q o _j TYP. = TYPICAL W06 -0862 10 9 8 7 6 5 4 3 2 1 Q 18" Cast iron Pipe ti a � SAN MH TC:817.6E In v: 8021 III � 72 "x96" Cmp Top: 877.38 RM 207 -3 C:3 � L a I �z�IQ� c >4611 Q I�u� ( �. AUA KAIVIf AKt NLUUMLIJ HI ALL LUU1 IVIVJ VYI -lCftC /1"v \ SIDEWALK INTERSECTS ANY STREET. CDT UTILITY CONDUIT - COORDINAT y r WITH UTILITY COMPANIES PRIOR z:w . 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH z TO INSTALLATION DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. �I 0 U LANDSCAPING O 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, �, . HOLEY MOL EY SA YS MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE O NOT PERMITTED IN THE RIGHT 0 . T BE PLACED WITHIN DIG SAFELY" RELOCATED UTILITY POLES MUS �� PLACED UNDER THE STREETS. �� 8. NO WATER MAIN VALVES ARE TO BE o SCALE: i - 3 v a C -- o .. 15 30 60 N U c0 7 O 00 � N O cO n- , O N OD N � � =O U W m Z � O L o� Q0 10 1 FOOT OF PROPOSED RIGHT -OF -WAY LINE. mo 7 _II 5 IHt L,�w _. _ CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 9. ALL STREETS ARE TO BE PUBLIC STREETS. CALL TOLL FREE PER INDIANA STATE yaw is a -i -2s. 10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECTIONS OF IT IS AGAINST THE LAW TO EXCAVATE BROOKSIDE AS CHOSEN BY LANGSTOM DEVELOPMENT COMPANY. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6 5 4 I 3 I 2 b J ��o d`d'b 00 00 11t 'o t-1Z �o M M 00 X w EII w O H O 00 W� W� a�H o� U4 - �a z� 0 o2 Ln H U E�+ x w a �U W� z a v� ao z �a x w z w a 5 V 9� Q.) E- w d= Q W� m d- 00 N II N j 0 3 c O .� ( �. AUA KAIVIf AKt NLUUMLIJ HI ALL LUU1 IVIVJ VYI -lCftC /1"v \ SIDEWALK INTERSECTS ANY STREET. CDT UTILITY CONDUIT - COORDINAT y r WITH UTILITY COMPANIES PRIOR z:w . 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH z TO INSTALLATION DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. �I 0 U LANDSCAPING O 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, �, . HOLEY MOL EY SA YS MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE O NOT PERMITTED IN THE RIGHT 0 . T BE PLACED WITHIN DIG SAFELY" RELOCATED UTILITY POLES MUS �� PLACED UNDER THE STREETS. �� 8. NO WATER MAIN VALVES ARE TO BE o SCALE: i - 3 v a C -- o .. 15 30 60 N U c0 7 O 00 � N O cO n- , O N OD N � � =O U W m Z � O L o� Q0 10 1 FOOT OF PROPOSED RIGHT -OF -WAY LINE. mo 7 _II 5 IHt L,�w _. _ CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 9. ALL STREETS ARE TO BE PUBLIC STREETS. CALL TOLL FREE PER INDIANA STATE yaw is a -i -2s. 10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECTIONS OF IT IS AGAINST THE LAW TO EXCAVATE BROOKSIDE AS CHOSEN BY LANGSTOM DEVELOPMENT COMPANY. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6 5 4 I 3 I 2 b J ��o d`d'b 00 00 11t 'o t-1Z �o M M 00 X w EII w O H O 00 W� W� a�H o� U4 - �a z� 0 o2 Ln H U E�+ x w a �U W� z a v� ao z �a x w z w a 5 V pa W d Q U) W U) U) Q Z d U) z O U� 7 W ix �. SH1E4 O % o \\ ••••.ease•••• • • / ••'' GAS T FiQ''••. S F NO* PE10 all s Aw, ps•.•• \�� /01111111 1 111 JAMES E. SHIELDS, JR. P.E. 10201333 0 &�4 0 U (j) QL) 0 rl-� 92 0 Eft'.1, 9� Q.) E- w d= Q W� m � Q N II zco 0 zm w x •- w �Q w � o� �C) v a d� Qom-, Q° Q Q v Q pa W d Q U) W U) U) Q Z d U) z O U� 7 W ix �. SH1E4 O % o \\ ••••.ease•••• • • / ••'' GAS T FiQ''••. S F NO* PE10 all s Aw, ps•.•• \�� /01111111 1 111 JAMES E. SHIELDS, JR. P.E. 10201333 0 &�4 0 U (j) QL) 0 rl-� 92 0 Eft'.1, SHEET N0. PROJECT N0. W06-0862 9� Q.) V a 0 w � � W � W � a '~ SHEET N0. PROJECT N0. W06-0862 3 NI 00 0 0 i 0 CD N U U) C 0 �w � J LL_ 11CN 110 Q0 [If 0 00 CN o� (C)w �WG✓ N (C) V) o N =O LL. } U wm z >0 o� \,� U° Q0 _IJ 3d 0 0 U 0 835 825 815 � a0 795 IN 0 LEGEND 0 = RIGHT -OF -WAY LINE - - - = SUBSURFACE DRAIN AND SUMP LINE 00 =STORM SEWER LINE . -�,- -- -WATER LINE �t SWALE - L + = SANITARY SEWER LINE m = CONCRETE END SECTION O = SANITARY SEWER MANHOLE 00 Cc =FLOOD ROUTE �- =FLOW DIRECTION EL = II �- = EXIST. CONTOURS 1000-01 PROPOSED GRADE O =STORM BEEHIVE INLET II LE\1 o =CURB INLET 700 -PROP. STORM STURCTURE N0. T.C. =TOP OF CASTING 900 =PROP. SANITARY STURCTURE N0. INV. = INVERT 11 00 II RCP = REINFORCED CONCRETE PIPE �� = EXIST. TREELINE PVC = POLYVINYLCHLO RIDE SANITARY SEWER PIPE 0 V1 M.H. = MANHOLE � = PROPOSED FIRE HYDRANT STIR. = STRUCTURE CD D. &U.E. = DRAINAGE AND UTILITY EASEMENT Q = PROPOSED WATER LINE VALVE R.D.E. = REGULATED DRAIN EASEMENT = PROPOSED PAD GRADE B.S.L. = BUILDING SETBACK LINE 857.3 15.0 V.W. = VARIA'3LE WIDTH PROP. = PROPOSED M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE ME =MATCH EXISTING OF PADS. MINIMUM GRADE FOR ANY NP. = TYPICAL + Qc STRUCTURE OPENING (DOOR, WINDOW > WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) 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 thickness (all bituminous and aggregate material above the subgrade) plus V -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. o To.(ti000 � No tnd0' No O ID U 00 00 d' to.: � o x V-4 o U M M 00 x w w a o wU � H A z a - wo ww a� O v� 00 A rT w�. -z To x w w - 0 W U� - 0 z o� w z O ~ - ° U ❑ ❑❑ O N cx� Q � � Z 00 W \ W O E­ OI Q Q Q U y m Q W N Z \ w T- o kid z� w -3 z m x o o� Q w E w E- Q U) Q z z 0 w 000aSHI J � �`aRFG. G \ST R�0s iCt GR F EN On TRA L T1 G RE ENFPD TMIL NR ��n. N���� RDLL CURB MANHOL 8 "I PVC S�NITAR INV. 807.1 SAf�ITARY�I I I I � 15� RCP TO M MANHOLE I I INV =8 4 8 � SANITARY 81 PVC AAV8 p� INV.-807.8 12" RCP STORM 0 •'i • - :• • Gi1�i�l��ii� 8" VC S NITARY 8" P C SAN I ARY INV.=(" 07.23 INV.= 07.74 I�1V.=81 P.35 ORV 12" RCP StORM NV.= 810.35 HORIZONTAL SCALE: 0 815 •� � O 00 CD CD N cc N � �t °o - L + .-- 0 +07 r- N . 00 Cc + 00 + .0 EL = II +Q0 II o II + I-C II II LE\1 Q N . Q W Q LLJ a_ j a-� U 11 00 II E S .o > __J 0 V1 w II 1- - > CD Cf) LL T 15.0 Ln C _ _ Q + Qc > N 0 II VPI STA = 2­19.50 Un II VPI EL 816.20 IA- .0 ° N � CURVE LEN 75.0C N V) • >n C .0 r6 (6 + 000 �� - + � orn � O L .0 r- 00 . cfl O cfl r- II 00 n r- rte, � PR O OSED SECTIO TWz O EXISTI G SEC ION 0 E II � � < J + 00 + 00 + 00 w w C/) w (0 Cfl i5 0 w cn w CD 0 II I I II 11 J II 11 o w Q w Q w U m > > j f- Casa_ ~U r__ VPI TA = +40.2 zoo VPI L = 814.60 > 0 CURE EN = 50.0 V I STA 6+59.60 + L0 II EX STING RADE- V I EL = 14.0 z PRO OSED C R E LE = 0. DO .> RADE 0 52% 2.5 MP. ove r M Cn W -C.50% M7 EX STING 6RADEI\ `- , N III I I SAf�ITARY�I I I I � 15� RCP TO M MANHOLE I I INV =8 4 8 � SANITARY 81 PVC AAV8 p� INV.-807.8 12" RCP STORM 0 •'i • - :• • Gi1�i�l��ii� 8" VC S NITARY 8" P C SAN I ARY INV.=(" 07.23 INV.= 07.74 I�1V.=81 P.35 ORV 12" RCP StORM NV.= 810.35 HORIZONTAL SCALE: 54 ) ) MIN 8P' WATE 8" PVC SANITARY 8" VC SAkITARY INV. INV.= 805.90 805.35 i•^ i- •45/c/, 0 0 815 •� � O 00 CD CD N cc N � �t °o - L + .-- 0 +07 r- N . 00 Cc + 00 + 00 EL = II +Q0 II o II + I-C II II LE\1 Q N . Q W Q LLJ a_ j a-� U 11 00 II a II El- > __J 0 V1 w II 1- - > CD Cf) LL Ln C _ _ Q + Qc > N II VPI STA = 2­19.50 II VPI EL 816.20 �- CURVE LEN 75.0C V) LL_ 54 ) ) MIN 8P' WATE 8" PVC SANITARY 8" VC SAkITARY INV. INV.= 805.90 805.35 i•^ i- •45/c/, 0 0 815 Lf-) Ln 00 N O CT) N �t - L + 00 0 +07 r- N 7 + 00 + 00 EL = II 0 II o II II II II LE\1 Q w . Q W Q LLJ a_ j a-� U 810 > EM-4 El- > __J > PI STA =0 +5.00 PI EL = 813.96 URVE EN = 75.00 12" RCP STORM' V.= 810.49 SAN IT RY-� MANH LE 3" PVC SANITARY NV. = 8" PVC SANITAR 8q5.25 INV. c0 I__ d- mot' 00 M 00 c0 � 00 oo r� L_n m 00 O CO r'-) CD 00 CO I� 0-) O 0) N d) f� I� co O N L_n O N to I� O N 00 Ln CO c0 � Lq Ln N Ln Or) C-) r'`� r`) - M O CO M M f� 6) CO 0) �- M r1.9 O O r"-) � CO r7 t") Ln T) CO 00 O) O LO CO CO 0-) O O 00 LO 00 � 41 1 tC d d O � C C C tC t) tC Ln Ln Ln CO CO Ln Ln Ln �� � �� � � �� �� � �� �� �� �� � � � 790 �� 00 00 � �� �� � 00100 � 00100 �� �� 00,00 � � � � 14 +50 14 +00 13 +50 13 +00 12 +50 12 +00 11+50 11+00 10 +50 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 10 9 8 7 6 5 4 3 2 835 0 �11011111111111���� 830 JAMES E. SHIELDS, JR. P.E. 10201333 0 825 � p U 820 � � w 0 0 00 CD Ln +. 0 00 T_ N 00 N N LC) 00 co 00 00 0 +50 0 +00 0 0� CO Cn 805 � C;6 � zs 800 � p" C�) Ettootoo-1 w o y W 795 � ;� E" tool o seeeT No. 790 PROJECT N0. W06 -0862 "'J of 815 o w 0 0 VPI STA 0 +07 88 VPI EL = 814.31 5z� d w CUWE LE\1 0.00 92 Cl- N54" MIN 810 EM-4 0 0 00 CD Ln +. 0 00 T_ N 00 N N LC) 00 co 00 00 0 +50 0 +00 0 0� CO Cn 805 � C;6 � zs 800 � p" C�) Ettootoo-1 w o y W 795 � ;� E" tool o seeeT No. 790 PROJECT N0. W06 -0862 c- Q) 1A U WW NI W O (O O O U E - o U N - 0 tow O 00 W N O = O N 01 ° =0 �j Uwm OF- �7-0 �D��— U° Q0 _I� O a_ 10 I 9 � 8 � I 6 I 5 I 4 I 3 10 I 1795 1790 7951795 7901790 7951795 MINE 7951 7901 i 785 785 7-8-5 785 785 785 780 780 780 780 780 780 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 1 +50 1 +00 0 +50 0 +00 9 I g I 7 I 6 5 I 4 I 3 1 ® V--4 No 00 �otio U W ��� H 00 00 IT � t`t-,-:o x .-4 ..4 o U MM 00 aJ xw d Ws w a u 0 W� H TI A z ZI a )-40 r >4 ww a� o v� 00 mp A W� .z TI� W W � rn W � � - O W U� - W � NO TIP-4 � z O � W z • >>o ~ o ULi V-4 00 0 (D 00 CD rn Qv d; w Q C0 w W N Li LO O O� �� co ?-y N d A a� W A z d Z O v� 7 W SHIC4 • \\ \ \` • 4 ••• E,R GIST ••••• No. , PE10 == of ��� / /lrrl1114411���\ JAMES E. SHIELDS, JR. P.E. 10201333 Ov ) r3 W W ° U o C) d W M o -� a� C� ° CZ 0 62 C:6� cllQ �4 A 0 w .o w SHEET NO. C30 I PROJECT NO. W06 -0882 c- m Q) 0 F-- N c0 O c0 O 0 c� 0 0 U N c� Ow O Co w N O = (0 O N O C N V �N Q) =0 w r� U wm Z g o� �° ¢0 w� _�0 Kel in 9 I 8 7 6 I 5 q I 3 2 ` Ss '01 a o0 �o� o� 1:11, N a o► o vl L ^, Cb _ �--- -� � � 20 Q_8 .___......,.._........ 'OFF � ..... >s. ,b � •- °Q\ a °�, IM64 �,O . - ; .. - � .01 X0, 0 111 . VA 6" SS os fly jv TS-6.01 H1 yd o �� 1 / ? �`� :•.. I /I Mod z :`' �� �,��� `�, •�� QJa J�z Q) Nx GZ ' .�.. . c� � I £l8 1 ~ - � / (By ti • - - ....,. y :: ., aTyERS uv aye d aw e��9a j' o�,l �� �Q) doh, 8 uj 1 �o ' �o� ��o° R� �� , I� :.. _.. � / . �s •� KZl 3 nag • � � � ` _ � o o��� o .�o� , .goo �� / � E= go T Va b �J a�� , o s'� g1�S �dbo .� vo ,oa s�� SD G - 6 sir, oy . i :z : v ly o v 191 41 .m 4l � Al �0, / IT d • � a V 5.0 /• y a E' HORIZONTAL SCALE- �d �`�` �' 4.0 HORIZONTAL SCALE ,S 4.0 �. ::.d''>� ,.S % v- � � � V 5.0 R - > = 50 C - 3.0 - 50 ��` �� E C 3.0 T 5 ,p �� �?� s 4.0 HORIZONTAL SCALE' T ,45 I A 2.0 0 V) o o �. �� d� Cj� �� \� R I 2.0 0o N ° o L o N �n o �Q� �.z`�``� �� L� �� • �� C — 3.0 50 \ C .o •mss �-� c,\ A E 1.0 A ` �d� I L 2.0 0 � ° o �� O A L 0.0 L o.o o ,� C �► 1.0 L 0.0 GRANULAR x j O � m O �- z w cr 825 N Lw 0 825 8-3-0 830 825 � CD 01- o 00 z • +N�� 825 cfl`t -0 0 x +_ 0 > U� 00 z v o m � II II r� II �o ro o - Uw CCU x —� II — �U'^ O x CD _j O � oo — I— r Cn � Ln � � RACKFIll in = � � D - — ° c0 GR AN U LA v n I o o � N °O Q EXISTING GRADE 820 825 825 820 F- C-) cf) I I 820 U LO Lij —, ­ .. .— (Z--) �;uz o o oQ 00� • + x CO . 0O N F- U � O I 0 w CSI a- -+- N LLJ _ o � i i � U) U) F— (n EXISTING GRADE �1 �� O II U, f— + x `L PR POSED GRADE II U -' o J �; I Q ~� N = Q I I � U) (n x- 815 �w 815 820 820 815 0 -�, 815 __j cnu= 7 "RCP -, a' I V. = 808.76 cn cf'�' PROPOSED GRADE » II o 00 �� oz 1 RCP Li ::E � - IN .= 81 1.90 cn = � II II Gov 12 RCP 810 18 MI 810 815 � w 815 810 18 MIN INV. = 813.85 810 U (/ ) L - - i ~ ° 1 " RCP U w IN .= 811.15 in �..r ' C) �� 198' of 84 RCP � \_1 "RCP 3 % 00m o 00 258 of 48 x 12 - 162 of 1 RCP @ 0 n co 0.20 o I I " N � C 0 N B 0 X@ 0.2 � o0 0O I N 809.42 0 0 6° 7 5 of 1 0 0°0 0°0 00 805 co 805 810 0.3 % N 810 805 00 RCP II 805 II II II 00 II ° > > > 8" WATER > > II > 8 WATER MAIN , > � MAIN � � � - I I > � N — 800 805 800 0 805 800 800 o� EX. 4 GAS LINE LOCATION 0 BE FIELD V RIFED PRIOR TO CONSTRUCTION - TO BE RELOCATED - COORDINA E WITH UTILITY C M PANY 795 795 80-0- 800 795 795 LOCATION 10 BE FIELD V RIFTED PRIOR TO CONSTRUCTION 790 790 795 795 790 1 790 785 785 790 790 785 785 780 780 785 785 780 1 780 0 +00 0 +50 1 +00 1 +50 2 +00 1 0 +00 0 +50 1 +00 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 9 I 8 I 7 6 5 I 4 I 3 2 ® ,--{ \0 00 1 do � 0 E-aal U W d' tn 00 00 x .� .� o U M M 00 aJ W rTl � �j U o W C401 A F-y z �ll F-� a 1• � cif Q WW P-4 O t/1 00 o A •z a W W N � � o H a � � z O� z kn 0.4 - O ~ ° U ❑C 4- N _j O CO p �•„ L� O zo 00 C-4 Qv ?'i V) Q Q (� Q FBI m W N w z o z w w O o Q U W o Ll, Q Q Q U Q E Q U) w U) z w tx SH1�4 _ > : No. PElo AN - ANAL �� /�111(Iiillllll��� JAMES E. SHIELDS, JR. P.E. 10201333 0 92 0 Q) cj) c3 c Q W 0 W a 0 C) W ~I C° 00 a c �4 ° U 1 O° o 4. w w - T4 TS In. �l SHEET NO. PROJECT NO. W06 -0862 3 N (D co O O O O U cn a 0 o ,. U N �Nn N F— O (D Lei O co LLJ N 0= O U O N �- O O I i N - = O Uwt Z m O U>- �( Og d( 10 9 8 7 6 5 4 3 2 1 e r., �p 00 .� qT o � o\0 U W 00 00 NT t*: C5 V-4 p U LEGEND M M 00 Xw s = RIGHT —OF —WAY LINE — — _ — = STORM SEWER LINE w W :, o' <v v _ 7 ►� G b� U"'' = SWALE = SANITARY SEWER LINE �G o '�° �.. �� •��' ° © = SANITARY SEWER MANHOLE a� U .• v �� to o� o ! _ W �_ ��, o ,�� ��, a� �, �� :: —FLOW DIRECTION A o o � o v1 �P�Ep = EXIST. CONTOURS H •� 0 2 f LO �• .�O �`'�po� cam / a v 4. �' o o =STORM BEEHIVE INLET Q V : r Q, a� �c o =STORM INLET �° io�Q �o�' °°� i i° �' b ..... O `� / T.C. = TOP OF CASTING � I NV. = INVERT a • �� �' �`' RCP = REINFORCED CONCRETE PIPE v / SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE • --.. o / / 8 M.H. = MANHOLE C/1 ' SO STR. = STRUCTURE O a $ 8 n \ 144 1 j C �� ' / 8gg _ ENT D &U E DRAINAGE AND UTILITY EASEMENT �'� �o :,::. o / S.S.E. - SANITARY SEWER EASEMENT W eFq ` °.:,..:... V Ja % R.D.E. = REGULATED DRAIN EASEMENT a \ �o SgN�TgR wT rye, OO �8 �,� �2 / _ B.S.L. = BUILDING SETBACK LINE 111 y V.W. = VARIABLE WIDTH 44 PR P - PROPOSED Ra J 0 . — ..,:..... . ME = MATCH EXISTING 0000 T q o c 23 - TYPICAL N Q SUBSURFACE DRAIN AND SUMP LINE W d` • I -WATER LINE - / .o� '�► :: ��- ov _ / / 1NV , � � CC = CONCRETE END SECTION cP�-> = FLOOD ROUTE PROPOSED GRADE � / c F STM STR 700 — PROP. STORM ST R T R NO. V1 Qr j / `_ SAN STR #900 PROP. SANITARY STURCTURE NO. Al S H : EXIST. i'REELINE : 4i7 ti PROPOSED FIRE HYDRANT OUT !rF` .o • .. _ �.J W 1� - >> = PROPOSED WATER LINE VALVE �--� �I . a • 0 �q 6 s 857.3 — PROPOSED PAD GRADE - _ X25 b �3 3 V U d' M.F.P.G. MINIMUM FLOOD PROTECTION GRADE �� `0 OF PADS. MINIMUM GRADE FOR ANY DD❑ STRUCTURE Or'ENING (DOOR, WINDOW 0 WELL OUTSIDE BASEMENT STAIR ACCESS, ETC.) \..... o A Q a/�/ �► o , p�N a� o s k 1L N y -� oa.. v Li e� z O w z Q U �" y °� ov pt ��`( I d m m w N NOTES :.:. z \ _ - o ._ w b � w ( W 0• o co 1�p`.$ 1 0 Z pp x �c SAN F F C� o� Q Q W b' p ! • 60� W 9 /% o .��a ��z dol = r °`- o:, V. - THERE ARE TO B E N O WATER VALVES R MANHOLES a A A Q d p o o o° ova L ES 0 o A S o� `�+ �� ENT, CURBS OR SIDEWALKS. 6 �` PLACED WITHIN THE PAVEMENT, �o 1N °d SANITARY SEWER Y W STRUCTURES ARE DESIGNATED AS "WLC INDICATING THE WOODS AT LIONS CREEK AS REQUESTED o' e s �'' B INC. E- Y E ENGINEERS, TOWNSHIP REGIONAL a� : �aOE 5 1 , ...� S , d CT 'gyp y s 10 sPF� . �CppE �_ 0 p .. .. 6 �N� 2 --- ' WASTE DISTRICT CONSULTING. ENGINEERING FIRM) Ire ol o _ 0 o ity CITY OF CARMEL STANDARD BACKFILL NOTES: V 5.0 h E 4.0 HORIZONTAL SCALE'- STORM SEWERS ,� :. jj 5.0 - �� '�oN '�L��b(Sy�� riV�prf R S » — ONTAL SCALE' �.,, ����ti �g % C > - 5D �' ,�, 4 o HORIZONTAL �(s ���o� 7► 3.0 Bedding, Haunching, Initial Backfill - y °`� / 8 Bedding, haunching and initial backfill for all RCP installations shall be B— Borrow for R C 3.0 >- 50 �' 000° g ,�, I A- 2.0 0 o o L�8 �, L 5 0 N LO o Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed I — 2 0 0 L o ,f, o �S� , �9r A � C E 1.0 in the trench bottom such that ofter the pipe is installed to grade and line, there remains � L 5 o N �, o A a 4 —inch minimum depth of material below the pipe barrel and a minimum of 3— inches � C E� 1.0 L 0.0 below the bell. For pipe sizes 66— inches and larger, the minimum depth of material below the pipe barrel shall be 6— inches. Bedding, haunchirg and initial backfill shall be compacted L 0 0 in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire A z 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. z The limit of initial backfill shall be 6— inches above the springline. Minimum trench width o shall be the outside diameter of the pipe plus 18— inches. Final Backfill 825 825 825 Final backfill for all RCP installations under and with +n 5 —feet of pavement shall be 825 B Borrow for Structure Backfill meeting the materiai 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 \\�`�� �• SHj�� GRANULAR below the start of the aggregate subbase of the pavement shall be No. 53 n �`� ��.••'••• ••••••Os P Stone meeting � � •..�G�STER�•• BACKFILL the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. > ; No. • �= Final Backfill for all RCP installations greater than 5 —feet of pavement shall be clean fill � 820 material free of rocks larger than 6— inches in diameter, frozen lumps of soil, wood or = :�" E 1 a 820 °� 820 820 other extraneous material compacted in 12 —inch maximum lifts t n p o of less than 90% _ • rn T— co Standard Proctor Density for the entire depth of the excavation. 1 •: • C) �-- PROPOSED GRADE CD �- Cn + � o � oo '••••....A.�••' + 00 z o CO z cn II ± PROPOSED GRADE z o °° I I I I I can cis I--= I I � cQn I I C Q U . l l I I EXISTING GRADE CITY OF CARMEL STANDARD BACKFILL NOTES: 0� < �� 815 815 z . 0U 815 111 815 X -� II cn U� WATER AND SEWER UNDER CITY STREETS JAMES E. SHIELDS, JR. P.E. 10201333 EXISTING GRADE Bedding, Haunching, Initial Backfill o 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. 810 810 810 810 Final Backfill 15" RCP Final backfill for water mains, water service laterals, sanitary mains and sanitary service 12" RCP laterals under and within 5-feet of pavement shall be B— Borrow for Structure Backfill I NV. = 81 .54 meeting the material requirements of the INDOT and shall be compacted in 6 —inch I NV. = 81 .90 maximum lifts to not less than 95% Standard Proctor Density or the entire y depth of the .� Q 45% � material placed. The backfill for the top 6— inches of the excavation below the start of the 8 PVC (DR -35) @ � 113' of 8" PV cvc� 143 of @ 0.45 �'� aggregate subbase of the pavement shall be No. 53 Stone meeting the material ' CD (SDR-35) N`— requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor � 125' of PVC @ 0.4 � ��`! � n (� o n 805 �� 805 805 00 �� 805 Density. If the standard practice of the utility that has jurisdiction over the installation SDR --35) 00 00 0o Y P y J on has 0 0000 II a more stringent final backfill requirement, the more stringent requirement shall govern. 00 II II II II II a� MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS > > For installation of Storm Mains Water Mains Sanitary Mains Water Service v J ry ice Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum 800 800 800 800 cover from the top of the installed pavement to the top of the installed pipe shall be the � o pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. rT1 -.a o I� BENCHMARK INFORMATION 795 795. 795. 795 W M BM: � D.N.R. BM DISK STAMPED "LEE 2 AZI" - N.G.V.D. 1929 SET IN THE TOP OF A CONCRETE POST, LEVEL WITH ROAD IN THE o o� SE QUADRANT OF WEST 131ST STREET AND SHELBOURNE &1%4 9:14 CO R ROAD. NEAR E/4 CORNER OF SEC. 30 —T18N —R3E. a Cn 790 790 790 790 0 ELEVATION. 917.887 � 92 �E" Z LO TBM #1: .� R/R SPIKE SET NORTH SIDE OF PWP. APPROX. 60 SOUTH OF " Z 131ST ST. AND NEAR THE SOUTHERLY EXTENSION OF THE a 785 785 785 EAST LINE OF NW 4, SEC. 30 -T18N -R3E co N 785 / w � o � ELEVATION: 910.30 o p 0 TBM #2: Q � CUT SQUARE 10 FEET EAST OF THE END OF THE SOUTH 'v w o 780 780 780 780 _ a •C w i CURB OF DOLAN WAY. ELEVATION - 907.86 TBM 3 - CUT w Q i T 1 I r r� n 1 I T I 1 r 1 1•'1 /•� r T I I r EAST, ° 1+50 2+00 2+50 3+00 3+50 4 +00 2+00 1 +50 1 +00 0+50 0+00 SQUARE 1.0 'FEET NORTH cur IHt CYUIH )) O I�t a � r� o 0 +00 0 +50 +00 HEADWALL APPROX. 20 FEET NORTH OF THE SOUTHWEST SHEET No. �° ° a CORNER OF SURVEYED PARCEL. 1- of :3 ELEVATION: 890.24 _��� Z m PROJECT NO. o F:-_ _ wF- < :0 W06 -0882 < _J _1 J 0 a_ 10 9 _ 8 7 6 5 4 3 2 1 1 c- col U W 3 w NI co 00 0 LO 0 LOI 0 U a Q c C Ln 0 U r A N O O co Z O co O I O N 00�� N =o LO Z in 2� �w 0 � O O� 10 1 9 A 11 -E h -1 V.1 h r * PROJECT LOCATION q 814.1 NOT TO SCALE 7 I 6 SOILS TYPE LEGEND S OIL MAP NOT TO SCALE Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES MmB2 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED PROJECT LOCATION Sh SHOALS SILT LOAM SOILS TYPE LEGEND 5 Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE 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 SWELLING 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 CrA: CROSBY SILT LOAM, 0 -3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL 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 FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL MmB2: MIAMI SILT LOAM, 2 -6 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A MEDIUM ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME BECAUSE OF THESE LIMITATIONS THIS 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 STRENGTH. Sh: SHOALS SILT LOAM. - PERMEABILITY IS MODERATE AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. 4 1 3 VILLAGE GREEN LAND DESCRIPTION SECTION SECTION TWO 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 WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET TO A SOUTHWESTERLY CORNER VILLAGE SECTION ONE AS PER PLAT THEREOF RECORDED IN INSTRUMENT NO. 200600066899 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, SAID POINT BEING THE POINT OF BEGINNING; THENCE THE FOLLOWING FIVE (5) COURSES ALONG THE PERIMETER SAID VILLAGE GREEN SECTION ONE; (1) THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; (2) THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; (3) THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; (4) THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; (5) 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 NO. 1999 - 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ALONG SAID WEST LINE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 308.58 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID HALF QUARTER SECTION SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 468.93 FEET TO THE WEST LINE OF SAID HALF QUARTER SECTION; THENCE ALONG SAID WEST LINE NORTH 00 DEGREES 13 MINUTES 06 SECONDS WEST 796.99 FEET TO THE POINT OF BEGINNING, CONTAINING 6.314 ACRES, MORE OR LESS. 2 —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. 10' B.S.L. F-81151). — '.. . . . . . . . . . C]� O p Ei I W d 1 . . . . . 11f .� W Q W W� I N ti0 zo [� Z = 00 oo _ >- _ , s �m� C) O o CD LCD LCD I� � i0 • cn cn _ CN , 0 00 0 00 ,. 9 .w f .. l c < EXISTING w ±0.20 c. 8844 S Ft. Q w c� F 19 : 4 < F ............... .. E- co a F F F F F F F 4 F :F F` F F F F E- F < L L L . IMITS 01F 019 < ST - -1 �/• -.2.2 4.50 H .......... 23 E _ < < :y : p <- L _� - 24; c :c - J 16.00 W < <808.00 134 _0 21 O o Z LCD Lo : - F : . 00 00 . �- m - 815.00 TW :. LLJ...__ 808.00 BW O n l rY .... _ - I I_ rY, w I I illy <41 .." I �• F - TE'LiOnDADV CE''IlIkIn IICE' DI AAITIKIP rUADT fnCTAII cuc7c7 J .. ::... J U 0 D C]� O p Ei I W d 1 Q U w Q zW 11f .� W Q W W� I N ti0 zo [� Z = 00 oo _ >- _ , s �m� C) O o LCD LCD I� � i0 • cn cn _ �-- m , 0 0 00 ,. 9 1 l wm 10 I No 00 � r, 4T p H �o� u N6 cti c� U h h oo oo � E ��o x MM00 9 x w � L o T1 z T1 �a ►� o � a>4 o vi 00 T > N (� a W� T1 .0 z z a N O co z U 0 D C]� f� O p Ei I W d 1 Q U w Q zW m Q W W� I N ti0 zo C� m U w l U) z z O W oos • ••.• GAS T ••••• /. >. No. PE10 == 1 • iV/ r1 � f4ALe►L \��,. JAMES E. SHIELDS, JR. P.E. 10201333 0 3 0 U d Q C) rl� 0 V 0 V it ryr3 co ` J �M C) a 0 00 o� O Z U 0 ce.) w Q.) 0 12 C-) w W W � � a ° SHEET N0. PROJECT N0. W06 -0862 10 SECTION A - CONSTRUCTION PLAN ELEMENTS Al PLAN INDEX - THE INDEX IS AS FOLLOWS. A2 11 "xl7" 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 6.31 ACRES. THE CONSTRUCTION SHALL CONSIST OF CURB, ASPHALT DRIVE, ENCLOSED STORM SEWERS, SANITARY SEWERS AND DETENTION PONDS. A4 VICINITY MAP - SEE UPPER LEFT OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501 A5 LEGAL DESCRIPTION - SEE MIDDLE RIGHT OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C502, LAT: N 39.59'06" LONG: W86.07'51 )P A6 LOCA11ON 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 LOCA11ON 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. (WETLANDS SHOWN ON C501) 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 FLOQDPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. A14 PRE- CONSTRUC11ON AND POST­ CON STRUC11ON ESTIMATE OF PEAK DISCHARGE (10 YEAR) - 010 PRE -2.79 CFS, Q10 POST -0.75 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 Alb SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE UPPER 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 CONSTRUC11ON 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. 9 8 SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE B1 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 - SEE CONSTRUCTION SEQUENCE THIS SHEET B3 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE DETAIL ON THIS SHEET. 84 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - SEE EROSION CONTROL PLAN B5 SEDIMENT CONTROL PLAN FOR CONCENTRATIED FLOW AREAS - SEE EROSION CONTROL PLAN B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN B7 RUNOFF CONTROL MEASURES - SILT FENCE AND BLANKET - SEE PLAN LOCATION B8 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 Bll TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART B12 PERMANENT SURFACE STABILIZA11ONS - 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 B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - SEE STORMWATER QUALITY CONSTRUCTION DETAILS B15 EROSION & SEDIMENT CONTROL SPECS - SEE DETAILS MAINTENANCE: TOWNHOME 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. RUNOFF 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. RUNOFF 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE (FOR INLETS THAT ARE IN LOW POINTS) OR IS CAUSING FABRIC TO BULGE. MAINTENANCE: 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING 2. IF MAT DETERIORATES OR IS DAMAGED REPLACE IMMEDIATELY. DISTURBED AREA TO GRADE AND STABILIZE IT. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE MAT. 1"X2" HARDWOOD 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE MAT AND SEDIMENT, CROSSBRACING BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. 2 "X2 "X36" HARDWOOD CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' O. C. STRUCTURE 1/2- X 2" X 24" WOOD C7 LATH AT EACH STAKE OVER FABRIC PS 36" WIDE NONWOVEN POLYPROPYLENE FABRIC REFER TO SILT FENCE 12" - #2 STONE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: FILTER FABRIC 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. SMOOTH FOUNDA11ON 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. UNDER FILTER 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. CONSTRUCTION E 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. (NO SCALE) 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING a DISTURBED AREA TO GRADE AND STABILIZE IT. MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. SILT FENCE INLET 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKEE CLOSE TOGETHER TO ELIMINATE GAPS. PROTECTION DETAIL (Na. TO SCALE) 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. w NI CID co 0 0 0 LO i Q) a ci) C� 0 i U' I C - r � N O 10 'E5 O ap N 00 O N 3: o a °� ow D N N LL_ = O u7 m z g Q p w �- 0 o RIP -RAP N N N u7 N PLAN 10' 18" MIN. RIP -RAP I OUTLET EROSION CONTROL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. 7 I SECTION C - STORMWATER POLLUTION PREVENTION PLAN - POST - CONSTRUCTION PH Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION - INSTALLATION OF OUTLET CONTROL STRUCTURE FOR 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 - STORM WATER QUALITY TREATMENT UNIT WILL BE UTILIZED TO TREAT RUNOFF PRIOR TO ENTERING DETENTION BASIN. MAINTENANCE OF WATER QUALITY TREATMENT UNIT TO BE IN ACCORDANCE WITH STORM WATER OPERATIONS AND MAINTENANCE MANUAL. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE - SEE SHEETS C302 FOR LOCATION OF WATER QUALITY TREATMENT UNIT. 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.FILIREXX.COM) BERM STAKE (TYP.) 10, M14. SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO FILTREXX • FILTER SOCK LATH & FLAGGING ON PLAN ALL SIDES 10 MIL PLASTIC LINING STAKE (TYP.) 12' RLTREXX FILTER SOCK 3' SECTION 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 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE "BELOW GRADE NOT TO 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE CONCRETE BLACK LETTER 6" HEIGHT WASHOUT -0.5" LAG SCREWS WOOD POST 3 °x3 "x8' 31 U CONCRETE WASHOUT SIGN PERMANENT A * / / / /I / / //* * /1 /4-> D SEEDING DORMANT B SEEDING SEEDING C E D DO F SODDING 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. ** 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 (MIN) -6" MESH SPACING (MAX) FASTENED BY 1" WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR I M WIRE TO FENCE 4 "X4" TRENCH TO BE BACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE � r H SILT FENCE SECTION 10 1 9 (NO SCALE) 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) NOT TO SCALE 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 t.REAS (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 GREENFORD TRAIL NORTH 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 GREENWOOD TRAIL NORTH. 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 DETENTION BASIN. DIRT FROM DETENTION BASIN TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET GRADING TO BE COMPLETED AS CONSTRUCTION PROGRESSES. FINISH GRADING OF DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE BANKS OF 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 LINE IS CONSTRUCTED. 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 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. 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 INSTAUATION. 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. REAR YARD DRAINAGE SWALE TOWNHOME RUNOFF RUNOFF U RUNOFF COCONUT MAT CURB PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF MAT DETERIORATES OR IS DAMAGED REPLACE IMMEDIATELY. PS F 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE MAT. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE MAT AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. ( TOPSOIL \ 1 STOCKPILE w NI CID co 0 0 0 LO i Q) a ci) C� 0 i U' I C - r � N O 10 'E5 O ap N 00 O N 3: o a °� ow D N N LL_ = O u7 m z g Q p w �- 0 o RIP -RAP N N N u7 N PLAN 10' 18" MIN. RIP -RAP I OUTLET EROSION CONTROL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. 7 I SECTION C - STORMWATER POLLUTION PREVENTION PLAN - POST - CONSTRUCTION PH Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION - INSTALLATION OF OUTLET CONTROL STRUCTURE FOR 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 - STORM WATER QUALITY TREATMENT UNIT WILL BE UTILIZED TO TREAT RUNOFF PRIOR TO ENTERING DETENTION BASIN. MAINTENANCE OF WATER QUALITY TREATMENT UNIT TO BE IN ACCORDANCE WITH STORM WATER OPERATIONS AND MAINTENANCE MANUAL. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE - SEE SHEETS C302 FOR LOCATION OF WATER QUALITY TREATMENT UNIT. 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.FILIREXX.COM) BERM STAKE (TYP.) 10, M14. SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO FILTREXX • FILTER SOCK LATH & FLAGGING ON PLAN ALL SIDES 10 MIL PLASTIC LINING STAKE (TYP.) 12' RLTREXX FILTER SOCK 3' SECTION 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 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE "BELOW GRADE NOT TO 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE CONCRETE BLACK LETTER 6" HEIGHT WASHOUT -0.5" LAG SCREWS WOOD POST 3 °x3 "x8' 31 U CONCRETE WASHOUT SIGN PERMANENT A * / / / /I / / //* * /1 /4-> D SEEDING DORMANT B SEEDING SEEDING C E D DO F SODDING 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. ** 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 (MIN) -6" MESH SPACING (MAX) FASTENED BY 1" WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR I M WIRE TO FENCE 4 "X4" TRENCH TO BE BACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE � r H SILT FENCE SECTION 10 1 9 (NO SCALE) 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) NOT TO SCALE 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 t.REAS (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 GREENFORD TRAIL NORTH 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 GREENWOOD TRAIL NORTH. 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 DETENTION BASIN. DIRT FROM DETENTION BASIN TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET GRADING TO BE COMPLETED AS CONSTRUCTION PROGRESSES. FINISH GRADING OF DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE BANKS OF 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 LINE IS CONSTRUCTED. 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 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. 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 INSTAUATION. 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. REAR YARD DRAINAGE SWALE 5' CONCRETE TOWNHOME TOWNHOME SF SF GARAGE GARAGE GARAGE GARAGE PS F SUBSOIL } ( TOPSOIL \ 1 STOCKPILE STOCKPILE C7 � PS 0 _T1 PS PS PS AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.) Lu LL Ch J 0 0 0 Of w }0 PS }z wz P o¢ - Uo �o O x w PS Z PS V� F- PS PS o 5' CONCRETE TOWNHOME TOWNHOME TOWNHOME TOWNHOME GARAGE GARAGE GARAGE GARAGE CURB & GUTTER CURB INLET PROTECTION STREET CENTERLINE WALK SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE /TWO FAMILY DWELLING UNDER CONSTRUCTION L - - 4 ( 3 I 2 VILLAGE GREEN LAND DESCRIPTION SECTION SECTION TWO 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 WEST LINE THEREOF SOUTH 00 DEGREES 13 MINUTES 06 SECONDS EAST (ASSUMED BASIS OF BEARINGS) 50.01 FEET TO A SOUTHWESTERLY CORNER VILLAGE SECTION ONE AS PER PLAT THEREOF RECORDED IN INSTRUMENT NO. 200600066899 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, SAID POINT BEING THE POINT OF BEGINNING; THENCE THE FOLLOWING FIVE (5) COURSES ALONG THE PERIMETER SAID VILLAGE GREEN SECTION ONE; (1) THENCE NORTH 88 DEGREES 33 MINUTES 34 SECONDS EAST 240.42 FEET; (2) THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 317.75 FEET; (3) THENCE NORTH 88 DEGREES 57 MINUTES 40 SECONDS EAST 69.72 FEET; (4) THENCE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 168.97 FEET; (5) 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 NO. 1999- 9967352 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ALONG SAID WEST LINE SOUTH 01 DEGREE 02 MINUTES 20 SECONDS EAST 308.58 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID HALF QUARTER SECTION SOUTH 88 DEGREES 33 MINUTES 34 SECONDS WEST 468.93 FEET TO THE WEST LINE OF SAID HALF QUARTER SECTION; THENCE ALONG SAID WEST LINE NORTH 00 DEGREES 13 MINUTES 06 SECONDS WEST 796.99 FEET TO THE POINT OF BEGINNING, CONTAINING 6.314 ACRES, MORE OR LESS. 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 an 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 area 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 opproved 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 locol outho(ty 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. 11) Provide- #2 crushed stone construction entrance(s) to site from streets /roads. 12) It shall 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. INDIVIDUAL 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) -SF- - SILT FENCE 8 7 6 5 4 Contact Person for Erosion Control & Sediment Practices DRESS HOMES 6650 TELECOM DRIVE, SUITE 200 INDIANAPOLIS, IN 46278 TELEPHONE: (317) 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: 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 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 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 1h" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 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 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. 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. LEGEND Y W y - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) W W w W - PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: W 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 SQ. 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 �11 111>1�lnU VIRb 'AgLLIJ TILL YE-i irL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -5F - 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. D ® •-+ `O 00 tn NT U � Z1 00 00 qT t; � ' .-4 p M M 00 x Q; w w a U - o T1 z a 1• rA r �o " }"+ W a o v� 00 p k==4 .Z ✓�� xis W � H o ^ W U� W o a o Z O in s; - O 000 D CD co oOw�� �; \� o E- I Qw wQ �m Qw d w w W N Z W o M �� � x C0 Q .-- d� 0.. Q C) I� w E_ d Q Q) W co rn z U) 0 �2 W Ix i > •- *'D E10 A \ /y//!!l11111111111 \ \ \\ JAMES E. SHIELDS, JR. P.E. 10201333 Q.) 0 U V r3 d C/) o d r%C2Cn co M C4 o cc o QL) E­1 C\2 � > �i/ o /� U `/ w 0 0 H �n W c::) V1 1�4 I 0 2 .rftl.) w r 124 SHEET NO. PROJECT NO. W06-0862 O tD U L O U O� C � NQ / N � c0 � CX)� O i tD � O � c/O O � O E.. N =C 10 9 8 7 6 5 4 3 2 1 ® � NO O � 12 "CTOC V MAX. SPACING HOOK GROOVED ON OUTLET D �o� U [279mm] BOLTS END TONGUE END ON INLET END C B= (D- INLET 1' [25mrn] HIGH LEFTERS 5' [127mm] ff-'21 - ~' o - - 0000 •d' To 3/4' [19mm] HIGH LETTERS N I I APPROX. �� O CLASS'."A" •CONC� Q Q Q DIA. T (MIN) A= C= D= E= K= R 1 R 2 WEIGHT .-� M C> U ° ° 12 ' 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 8" 9" 800 M E +2T q 1�4 DUM 0 AS » » „ » » DR S T I SECTION 0 N A -A _ 15 2 1 4 7 4 -0 6 -3 21-613 1 12 1 2 1 1 1 Qi R - 18 2 1 2 11 4'- 1 6'-2" 3'-0" 1.8 15 1 2 12 1 3" UI 21 2 3 4" 1 1 " 3 -6" 6' -3" 3' -6" 16 1 8" 13" 1500 u GROOVE (OR TONGUE) TO _ N E CONC. PIPE TOE ANCHOR BE THE SAME AS ON STANDARD 6» ` N 24" 3" 1;_Q;; 2' -8�' 6; -3;; 4; -0;; 2.3 16 3 16;; 14" 1800 REINFORCED CONCRETE PIPE 27 3 1 4 1 1 2 -5 6 -3 4 -6 2.6 18 3 16 14 1 2 0 E � CD on N E ASTM DESIGNATION C -76 „„ A 30 3 1/2 1 -2 1 -10 6)-321 51-011 2.9 18 1 2 15 4 E E , „ , » , „ , » „ » A u C, CLASS A CONCRETE 33 3 3/4" l'-3" 3 -6 81-39v 5 -6 3.1 23 3/4" 17 1/2" 4100 U H d N \ N Y ~ LONGITUDINAL S SECT Q N 36 4' 1' „5" 3' -1 " 8' -3" 6' -0" 3.4 24 3 16" 20" 4200 O W F a, TOLERENCE t 1 A 0 M N ., NOTE: METAL PIPE END SECTIONS H IN M ~ �z MAY BE USED WITH CONCRETE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED H R u Oo PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II ( AS SET OUT IN INDOT STANDARD SPECIFICATIONS) Y � � � R2 �a g OF CONNECTION IS APPROVED W ° v BE THE ENGINEER PRIOR TO REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, - A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. c•1Q INSTALLATION OF PIPE. (EXCEPT IN INDIANAPOLIS) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER 1 ­,z OF STEEL IN THE "C" PORTION. 1 1/2" [38mm] 1/2' [13mm] 27 7/8' [708rnm] FRAME 3 1/4' [83mm] Y 6"[. --.I ~ ,Q� THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES l !0 26 318' [670mm] FRAME 7' [178mm] PLAN VIEW ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. - E 26' [660mm] GRATE 3. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING W W E •7 F /�� TRANSITION APPROXIMATELY 10' -0" IN LENGTH. a \ E S 4: l FjLL t X010 1 1 /2"R. 1 1/2 "R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE SL P SECTION Y -Y INTERNAL DIAMETER OR THE PIPE SHALL CONFORM WITH THE VARIATIONS AND SEWER PIPE, S A.S. PROVIDED DDESIDGNATION C- SPECIFICATIONS 0 REINFORCED CONCRETE CULVERT, STORM DR D NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] 00 COMPONENT: FRAME 3501-0192, GRATE 3501 -0193 PIPE A MATERIAL- CAST GRAY IRON ASTM A -48, CLASS 356 CULVERT CONCRETE WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE n"SH: Na PAINT END SECTION TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. W '�` Z 27 1/4' [692mm] WEIGHT. FRAME 2141, GRATE 177# WAS 3501 T08 • DIRL MAG ""�` R- 3501 -L2 I I I I EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. rTI >- mii� 36' 0 [914mm] p,. /$"=1 ROLL FRAME AND "L2" GRATE COMPUTED LENGTH RIP -RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE W �P ow Cw_ NEENAH OF CULVERT ON SIDE SLOPE WHEN W ZV IMF- 3501 49 B PAY LENGTH END SECTION I CALLED FOR ON PLANS FOUNDRY COMPANY CAD DWG. REF: 3501494.DWG- 1 DATE 04 -24 -2003 ,m«„ w6cowa swu LENGTH D OF CULVERT {) CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST - CASTING NOTE: SLOPE DETAIL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." W MANHOLE CASTING SCHEDULE USE THE NEENAH 3501 -L2 OR EQUIVALENT r~--� { } n _ _- W MANUFACTURER SELF SEALING WATERTIGHT AT THE LOW POINT INLETS AND THE NEENAH PRECAST CONCRETE END SECTION DETAIL V1 NEENAH R- 1642 -A R- 1916 -F1 3501 -TR /TL (OR EQUIVALENT) AT THE FLOW U H (N 0 SCALE) H EAST JORDAN 1045 Z2 1045WT THRU INLETS � _ _ - - -- - - - _ 0 onwo6snois Z CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, Q SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS W (SEE COVER AN � • SHALL BE STAMPED SANITARY SEWER AND HAVE CLOSED CO E D SEAL PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF END OF LATERAL 50 RIGHT-OF-WAY O H H KENT SEAL, SEE MANHOLE CASTING SCHEDULE). 10' (12' CUL -DE -SAC) 30' (26' CUL -DE -SAC) 10' (12' CUL -DE -SAC) H (SEE 30 ° MIN PROPERTY OR O EASEMENT LINE 15' (13' CUL -DE -SAC) 15' (13' CUL -DE -SAC) Bolt to apron S from edge of concrete ."� U FINISH GRADE P 2, 3 bolt plates req'd. - 1/4" & 4" & 10" • 1'(min) 5 2' LOCATION OF SLOPS 5 1'(min) �0 PRECAST CONCRETE ADJUSTING RING 6 "0 LATERAL LEVEL LINE PROFILE GRADE 1/4 /FT. N Q ...• . 24" -• d 112 TRACER WIRE CROWN 1/4"/ `- DIA. DOUBLE ROW OF KENT SEAL 30 ° MIN - _ REQUIRED OVER All CONC. ROLL CURB-,---' URB CONC. WALK Apron V -bar H -bar No. of Bolt "A" �- SANITARY MAINS AND - I I -III III III III III- -III III III -III- 2' MIN. SERVICE CONNECTIONS A 2' MIN. PROPOSED ASPHALT " Size Size Size H -bars D i a . Dim. MANHOLE STEPS PER SPECS MAIN SEWER LINE MIN 6" SUBSURFACE DRAIN (SEE PAVEMENT SECTION) MIN 6 SUBSURFACE Inches Req d. Inches •: c\1 3 J N FISH I ELD "U N I BAN D" IN TRENCH W/ AGGREGATE MIN. RIGID PAVEMENT DRAIN IN TRENCH O Q pq o �-" 6" PLAIN CONCRETE W/ AGGREGATE 18 1/2 0 5/8 0 3 1/2 5 z 00 w �.; BUTYL RUBBER = INTERIOR JOINTS AND LIFT HOLES L W PREPARED SUBGRADE ° W Q v Q w N SHALL BE SEALED WITH NON- SHRINK Q 6„ 24 5/8 3/4 S� 4 1 /2 7 z QI z w z GROUT PER SPECS / / / / � ¢ 0 w SECTION - I I Q 30 5 8� 3 4� 4 1 2 7 1 2 wow C c � �m w E-4 1 .. A NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF ¢ 36 3/4 0 1 0 4 1/2 10 1/2 � W x d SET BARREL JOINTS ON DOUBLE Row PLAN VIEW SECTION 906.17 OF STANDARD SPECIFICATIONS. I I - L c, 42 3/4 0 1 0 4 3/4 11 OF KENT SEAL *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON o 6" Typ. � 48 3/4 QS 1 1/2 Pipe 4 3/4 12 CV _ CZ •.. T� MANHOLE REINF. PER ASTM SPECS SECTION-LOCAL I ) 54 3/4 � 1 1/2 Pipe 4 3 4 12 �-' TYPICAL STREET � 60 3 4 0 , ,/2 Pipe 5 3/4 14 PIPE DIA. PER PLAN & PROFILE NOTES: (NO SCALE) ¢ 72 3/4 0 1 1/2 Pipe 5 3/4 14 84 3/4 0 1 1/2 Pipe 6 3/4 15 COAT EXTERIOR BENCHWALL SHALL BE CLASS "B" CONC. 1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER. ALL SUBSURFACE DRAINS To 4 W/ COAL TAR BE CONSTRUCTED WITH 12 1/2 0 5/8 0 3 1/2 4 EPDXY f BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4 PER FOOT. DOUBLE -WALL, SMOOTH BORE 15 1/2 5/8 3 1/2 4 1/2 PERFORATED (HDPE) PIPE. / / 8 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8 PER FOOT. .� 1 8 1 /2 5/8 4 1/2 4 1/2 21 1/2 0 5/8 0 4 1/2 5 MANHOLE -TO -PIPE CONNECTION BOOTS SHALL 4. ALL FITTINGS SHALL BE SDR 26. 24 5/8 3/4 0 4 1/2 5 BE A -LOCK, DURA SEAL, OR APPROVED EQUAL 27 5/8 3/4 4 1/2 5 1/2 a� 5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED � , ..• ,. - ¢ 30 5/8 0 3/4 0 4 1/2 5 1/2 0 0 0 6" MIN. COMPACTED 8 STONE GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH Q 36 3/4 0 1 0 4 3/4 6 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. 42 3/4 0 1 0 4 3/4 8 48 48 3/4 0 1 0 5 3/4 8 law I.D. / 0 54 3/4 0 1 112 Pipe 5 3/4 g 3 60 3/4 0 1 112 Pipe 5 3/4 8 w RY MANHOLE -TYPE_ A LATERAL ,Q,,, 66 3/4 0 1 1/2 Pipe 6 3/4 8 SA N I TA DETAIL 1 , 2 Pie NOT TO SCALE � 72 3/4 � / p 6 3/4 9 (NOT TO SCALE) / 84 3/4 0 1 112 Pipe 7 3/4 10 Q 90 3 4 1 1/2 Pipe V -boys / 7 3/4 14 U) H -bars Z O NOTES: '-' rn 1. BARS & PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPE ARE FINISHED wrx WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVANIZED. 4. SEE STD. END SECTION DETAILS FOR APRON DIMENSIONS. \\���\ �i A �.SHIC4 / O \\ S 0000•• 0000•• O -'� T- 0000 G�5 T E •'• :� ''� PVC OR �; > : No. �= CONCRETE INFLUENT 6" ; • DAM SEWER , FLOW B =-'E10 "B "/4 SAW CUT FOR CLEAN BREAK ` i • • • EXISTING 1.5" HMA SURFACE EXISTING �� '•. P • • ���` PAVEMENT �� • • PAVEMENT AN • ••0.0.00.•• \\ a� T RASH GUARDS FOR CONC. END SECTIONS NZZZZZZ a. d a NM- SEE SWAW t�A�FpL.E DETAIL CLASS "A" BEDDING SHALL ° THIS S1-fFT FOR PROS OF 4 a. - - < . BE PLACED UNDER ALL PIPE (N O SCALE) btiOLE WHERE EXCAVATION FOR O ADDF IN THIS DETAIL " " " ' MANHOLE EXTENDS UNDER OOOC�� O NOTES: JAMES E. SHIELDS, JR. P.E. 10201333 A 12 INFLUENT SEWER 12 THICK PLAIN CONCRETE po0 OpO VARIES TO BE FINISHED 1.5 BELOW O 1. NEW SURFACE IS TO BE SLOPED AT THE SAME (NO SCALE) THE EXISTING PAVEMENT RATE AS THE EXISTING SURFACE. 0 COMPACTED GRANULAR D " 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A PVC OR REINFORCED �� =.�- BACKFILL MIN. 6 TOPSnIL CONCRETE PIPE FLOWABLE FILL TO BE PLACED ���- ,�10�0� MIN. CLEAN BREAK. TO ENSURE GRASS ENTIRE TRENCH TO BOTTOM BOTH 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. GROWTH IF NOT CLASS "B" CONCRETE OF CONCRETE ELEVATION SIDES OF 1.5" HMA 11 SURFACE. GREATER THAN 5' (1) UNDER PAVEMENT TRENCH 4. # , Ili I PIPE SIZE 8 " -15' 18 " &OVE =III- 5. BITUMINOUS TACK APPLIED AS PER INDIANA DEPT. LESS THAN 5 (2) II BEDDING BELOW O.D. /4 O.D. /4 III- OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. 77=777=71 , I I PIPE BARREL MIN. =6" MAX. =B" 1 1 I- MANHOLE BASE 6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. - I I -I I I I- DISTURBED OR REMOVED DURING EXCAVATION ROAD CUT PATCH DETAIL ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL EDGE OF PAVEMENT, CURB, I I ; I MIN WIDTH= Q CONDITION. GUTTER OR SIMILAR STRUCTURE (1) Min. 1.25 8c I_ - 1.25(0.D.)+ 12" (NO SCALE) 7. PLAIN CONCRETE IS TO FINISHED 1.5" BELOW THE do (2) 1.25 Bc + 12 (MIN.) -III SEE CITY OF CARMEL EXISTING PAVEMENT. Bc = OUTSIDE DIAMETER I =I STANDARD BACKFILL NOTES TOP MESH 8. CUT SHALL BE STEEL PLATED DURING CONCRETE D = INSIDE DIAMETER III 'I I I- CURE TIME AND UNTIL ASPHALT IS APPLIED. d =DEPTH OF BEDDING =I I I =� I MATERIAL BELOW PIPE -III O.D. III= (2) "B" BORROW OR EQUIV. I =I I = #12 TRACER WIRE GRANULAR MATERIAL -III v v v v v v v I I I- REQUIRED OVER ALL (1) REGULAR BACKFILL COMPACTED TO 95% I I =I I v �w v v v v v v v I =- SANITARY MAINS AND NOTE: STANDARD PROCTOR v v v v v v SERVICE CONNECTIONS ALL BEDDING & INITIAL DENSITY SEE CITY OF CARMEL I II II v v v III- T' BACKFILL SHALL BE STANDARD BACKFILL NOTES I v v INSTALLED IN 6" TO 12" Bc v v BALANCED LIFTS v v A MIN. 9 CLEARANCE C_' SHALL BE PROVIDED 1/6 Bc v v 90� v 1 /2 O.D. ON EACH SIDE OF THE 6 "MIN v v v v v v INSTALLED PIPE d D d(MIN.) (BELOW BARREL) v v v v v v v v v v v 6 "MIN O » v v v v v v v v v v v v ffl "B" BORROW OR EQUIV. 27 & SMALLER 3 v v v v v v v v v v (BELOW BELL) 30" TO 60" 4 _ I I I C I I I I _I I I_I I I_ GRANULAR MATERIAL _I COMPACTED TO 95% 66 & LARGER 6 18 CRUSHED STONE w STANDARD PROCTOR BELL HOLE EXCAVATED c., DENSITY TYPICAL BEDDING SECTION BEDDING SECTION DETAIL 9' RCP PIPE (NO SCALE) PVC &HDPE PIPE (NO SCALE) 0 3 ~� CO "A" 6' NOTE: RENO MATTRESS SPECIFICATIONS PER SECTION 8" 21 " OR LESS MACCARERRI ENVIRONMENTAL SOLUTIONS OR ALTERNATE 12" 24" TO 36" o APPROVED BY THE HAMILTON COUNTY SURVEYOR. CLASS "B" CONCRETE VARIES (SEE PLANS) 1.5" -HMA #11 SURFACE Q cla #4 0 16 8" 2" -HMA #8 BINDER o 1/2" EXPANSION _ SCORE 1.5" -HMA #11 SURFACE O BOLT . ` 12" 1 " -HMA #11 SURFACE co °' ' , 1 " RENO 1 " RAD. 3" -HMA #5D BASE 9 X6 X 2 E 0 ' �-� 1 /4" PER FOOT SLOPE # 2" -HMA 8 BINDER H 3 " " o v. o ' v 0 2" -HMA #8 BINDER -0 EROSION CONTROL BLANKET MATTRESSES EROSION CONTROL BLANKET 12 - o o 1 /8 RAD. '- ON BOTH SIDES OF CHANNEL MANHOLE w ON BOTH SIDES OF CHANNEL v- CLASS � "A "9 CONCRETE ➢ � v � � � � # 3" -HMA 5D BASE w p v 9 - �I 12" I ICI _ 2» • o 7 " - #53 STONE �-� oo 7"-#53 STONE 00 3' 3' 3' " " V_ 11- PAVEMENT 5"-#53 STONE BASE o O MINIMUM 18 4 COMPACTED I OVERLAP GRANULAR BASE - „ II�II�IIIi�ll 11�11�111= i1llli� 4 #2 STONE - - - - - - - Q SECTION PLAN 11.1 I I I I. I I� i 1 =1 I P 1151, 1 =A w 'V w -� E COMPACTED GRANULAR SUBGRADE - _ - - _ - - _ -� I- �� Z I i� I I� I I, ; ,III ;III -1 I I� 11=1 I I -1 I I, ; , , ; w O ° UNDISTURBED SUBGRADE OVER PIPELINES i -I - a N T E G RA � WALK. { ) � COMPACTED GRANULAR SUBGRADE j COMPACTED GRANULAR SUBGRADE LOCAL STREET Q RENO MATTRESS CHANNEL DETAIL DROP PIPE DETAILS AND CURB DETAIL ASPHALT PATH a -- NOT To SCALE PAVEMENT SECTION 136th STREET SHEET No_ o >� (No Scale) t ) PAVEMENT SECTION O N (NO SCALE FLIGHT-OF-WAY. � � NOTE: A MINIMUM OF 36 INCHES OF (NO SCALE) � 'o UNDISTURBED COVER TO BE MAINTAINED ° a ° ABOVE PIPELINES AT ALL TIMES PAVEMENT SECTION O p � � %c�1 *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON (NO SCALE) =v �m PROJECT NO. z �o � � f= w Q�W� W06 -0862 U �� -1 7 6 10 9 8 7 6 5 4 3 2 1 10 9 8 I 1 i i i i I i *CASTINGS SHALL CONFORM 11 TO SECTION 909.05 CITY OF i CARMEL STANDARDS. 5/A CASTING FRAME AND COVER AS SPECIFIED NEENAH R- 3501 -L2 ON STORM PLAN & PROFILES NON-ASPHALTIC MASTIC PRECAST CONCRETE ADJUSTER OR BUTYL RUBBER RINGS IF NEEDED (12 INCHES T7 SEAL BETWEEN JOINTS OF RINGS MAXIMUM) _ 91/4 24" DIA. 5/8 ECCENTRIC CONE OR PRECAST CONCRETE REDUCER CAP AS 10 REQUIRED BY SITE 13 112 CONDITIONS. CONE TOP FULL HEIGHT MANHOLE TO MATCH ADJUSTING STEPS AS SPECIFIED 16" TYP. RING PROFILE. 0 -RING GASKET i ' ASPHALTIC MASTIC 4'- " 5" MIN. OR RUBBER BUTYL PRECAST CONCRETE SEAL AT JOINTS SECTIONS (TYP.) 1 /g - Q) U 0 rn v O NI 0 00 0 0 0 C14 0 0 i afs a c UJ 0 0 U N E 0 / r` N 0 cn 0 co 0 cp 0 3:: c N (D v v� Xs 00 / r �7 _0 V W� Z �o L� �W V� Q0 Og O� PREFORMED HOLE TO MAX. OF OX PIPE O.D. +6" W /NON- SHRINK CEMENT GROUT PRECAST BASE 6" OR 8° PER SECTION 3" MIN. #4 RE -BARS O 12" O.C. MANHOLE BASE SET EACH WAY (STEEL MESH AREA = ON 6" OF #2 STONE 0.12 SQ.IN. /SQ.FT. OR APPROVED EQUAL) NOTES: 1. MANHOLE TO CONFORM ASTM C -478. 2. STUCTURES TO BE GROUTED FULLY, TROWELED SMOOTH AND BRUSH FINISHED. STANDARD STORM MANHOLE ao (NO SCALE) THE VORTSENTRY SECTION SHALL BE STENCILED WITH THE CONTECH STORMWATER SOLUTIONS NAME AND LOGO. PIPE OPENINGS SHALL BE STENCILED "INLET" OR "OUTLET" AS APPROPRIATE 4'-8" [1422] SQUARE TYP INLET /OUTLET i 02' -0" [610] 11'-0" [33531 TYP PLAN VIEW T' [761 09'-6" [2896] TYP 3' -0" [9 141 VARIES 4'-8" [1422] 6 -0" [1829] (VARIES) I TYP 1 J 02'-6" [762] MAX (TYP) 5' -0" [1524] (VARIES) Y -10" [1 167] MIN 08 - -0" [2438] R- 5050 -CFS i 1 1 I 1 i i i i I i 13 11 r i T. C. ELEVATION 3' -0" [9 141 VARIES 4'-8" [1422] 6 -0" [1829] (VARIES) I TYP 1 J 02'-6" [762] MAX (TYP) 5' -0" [1524] (VARIES) Y -10" [1 167] MIN 08 - -0" [2438] 9r I I I�L 19' -2" [5640] (VARIES) LEFT SIDE VIEW ELEVATION VIEW ALTERNATE UNITS [ ] ARE IN MILLIMETERS UNLESS NOTED OTHERWISE FOR INFORMATIONAL PURPOSES ONLY - NOT INTENDED FOR CONSTRUCTION This CARD file is for the purpose of specifying stormwater treatment equipment to be furnished by CONTECH Stormwater Solutions and may only be transferred to other documents exactly as provided by CONTECH Stormwater Solutions. Title block information, excluding the CONTECH Stormwater Solutions logo and the VoriSentry Stormwater Treatment System designation and patent number, may be deleted if necessary. Revisions to any part of this CADD file without prior coordination with CONTECH Stormwater Solutions shall be considered unauthorized use of proprietary information- 10 I 9 CONCRETE BENCHWALLS TO EXTEND MINIMUM OF ABOVE TOP OF 84" 0 P 7 PLAN VIEW 'E *CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS. CASTING FRAME AND COVER AS SPECIFIED ON STORM PLAN & PROFILES PRECAST CONCRETE ADJUSTER NON- ASPHALTIC MASTIC RINGS IF NEEDED (12 INCHES OR BUTYL RUBBER OF RINGS MAXIMUM) SEAL BETWEEN JOINTS •a �'•'.a. 24 " DIA. • 4•..'•e.. •' • �; ` .. 4 .: FULL HEIGHT MANHOLE „ ,4•, STEPS 16 TYP. . 6' d 15 0 " 12" MIN. CONCRETE BENCHWALLS TO EXTEND MINIMUM OF 12" ' ABOVE TOP OF PIPE • ; • • '• • - 3" MIN. #4 RE -BARS ® 12" O.C. MANHOLE BASE SET EACH WAY ON 12" OF #2 STONE 15'X15 CONCRETE BOX NOTES: 1. STORMWATER TREATMENT SYSTEM (SWTS) SHALL BE DESIGNED TO MEET PERFORMANCE GOALS BASED ON FULL SCALE LABORATORY PERFORMANCE DATA 2. SWTS SHALL BE DESIGNED TO RETAIN FLOATABLES AND TRAPPED SEDIMENT AT FLOW RATES UP TO AND INCLUDING PEAK TREATMENT CAPACITY 3. SWTS INVERTS IN AND OUT SHALL BE AT THE SAME ELEVATION 4. SWTS SHALL NOT BE COMPROMISED BY EFFECTS OF QOWNSTREAM TAILWATER 5. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS 6. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR SIZE AND LOCATION 7. PURCHASER SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF INTERNAL COMPONENTS 8. (1) MANHOLE FRAME AND COVER SUPPLIED WITH SYSTEM, NOT INSTALLED 9. PURCHASER TO PREPARE EXCAVATION AND PROVIDE LIFTING EQUIPMENT 10. VORTSENTRY BY CONTECH STORMWA TER SOLUTIONS; PORTLAND, OR (800) :.48 -4667; SCARBOROUGH, ME (877) 907 -8676; LINTHICUM, MD (866) 740 -3318 1 o SU VS SECTIO ASSEMBLY VIEW 3ER 1 3ER 2 SE SECTION 7 STbI (NO SCALE) NEENAH R -4342 OR EQUAL _ I =1 ► ' T. C. ELEV, '► I I III I I I �- CONC. WALLS- 11- - ► 24" Did. I I =1•' • I I1I 1i III ;• _ -I ••' � : I III- - -I I I--_ 0 i r .: III_ I V •' I II� ' • • • •: _1EH1 =I11 • . ' I I VAR. PIPE SIZE ,�• I I 18" MAX. . -► .► ►�.► 8" • ► ► - 4' -0" SQ. CONC. BASE -� (1) LINE 0.116" PIPE MESH W.W.F. DITCH GRATE INLET 5 GROUT 12" RCP 12" RCP INLET OUTLET GROUT PLAN VIEW 4 NE AND GRATE SE SET ...: OF @I STONE DETENTION POND OUTLET STRUCTURE DETAIL, STIR SECTION VIEW (NO SCALE) TOP OF RETAINING WALL TOP OF RETAINING WALL • f S` N .. • •.. -; . • "•.. Opp �'• .,-:- -''•. •..:.'- • TOP OF RETAINING WALL •' :.; . P W T SPILLWAY WIDTH TOP OF BANK 100YR SPILLWAY SPILLWAY ELEV.: ELEV.: ELEV.: WIDTH: DRY DETENTION 815.00 811.15 814.50 50 EMERGENCY SPILLWAY TYPICAL SECTION R- 5050 -CFS i 1 1 I 1 I I i 13 11 I II II 1 T. C. ELEVATION 5/A R- 5050 -SFS NEENAH R- 3501 -L2 I I I I I i 1 I I I I I 1 I I 1 9r I I I�L 19' -2" [5640] (VARIES) LEFT SIDE VIEW ELEVATION VIEW ALTERNATE UNITS [ ] ARE IN MILLIMETERS UNLESS NOTED OTHERWISE FOR INFORMATIONAL PURPOSES ONLY - NOT INTENDED FOR CONSTRUCTION This CARD file is for the purpose of specifying stormwater treatment equipment to be furnished by CONTECH Stormwater Solutions and may only be transferred to other documents exactly as provided by CONTECH Stormwater Solutions. Title block information, excluding the CONTECH Stormwater Solutions logo and the VoriSentry Stormwater Treatment System designation and patent number, may be deleted if necessary. Revisions to any part of this CADD file without prior coordination with CONTECH Stormwater Solutions shall be considered unauthorized use of proprietary information- 10 I 9 CONCRETE BENCHWALLS TO EXTEND MINIMUM OF ABOVE TOP OF 84" 0 P 7 PLAN VIEW 'E *CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS. CASTING FRAME AND COVER AS SPECIFIED ON STORM PLAN & PROFILES PRECAST CONCRETE ADJUSTER NON- ASPHALTIC MASTIC RINGS IF NEEDED (12 INCHES OR BUTYL RUBBER OF RINGS MAXIMUM) SEAL BETWEEN JOINTS •a �'•'.a. 24 " DIA. • 4•..'•e.. •' • �; ` .. 4 .: FULL HEIGHT MANHOLE „ ,4•, STEPS 16 TYP. . 6' d 15 0 " 12" MIN. CONCRETE BENCHWALLS TO EXTEND MINIMUM OF 12" ' ABOVE TOP OF PIPE • ; • • '• • - 3" MIN. #4 RE -BARS ® 12" O.C. MANHOLE BASE SET EACH WAY ON 12" OF #2 STONE 15'X15 CONCRETE BOX NOTES: 1. STORMWATER TREATMENT SYSTEM (SWTS) SHALL BE DESIGNED TO MEET PERFORMANCE GOALS BASED ON FULL SCALE LABORATORY PERFORMANCE DATA 2. SWTS SHALL BE DESIGNED TO RETAIN FLOATABLES AND TRAPPED SEDIMENT AT FLOW RATES UP TO AND INCLUDING PEAK TREATMENT CAPACITY 3. SWTS INVERTS IN AND OUT SHALL BE AT THE SAME ELEVATION 4. SWTS SHALL NOT BE COMPROMISED BY EFFECTS OF QOWNSTREAM TAILWATER 5. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS 6. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR SIZE AND LOCATION 7. PURCHASER SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF INTERNAL COMPONENTS 8. (1) MANHOLE FRAME AND COVER SUPPLIED WITH SYSTEM, NOT INSTALLED 9. PURCHASER TO PREPARE EXCAVATION AND PROVIDE LIFTING EQUIPMENT 10. VORTSENTRY BY CONTECH STORMWA TER SOLUTIONS; PORTLAND, OR (800) :.48 -4667; SCARBOROUGH, ME (877) 907 -8676; LINTHICUM, MD (866) 740 -3318 1 o SU VS SECTIO ASSEMBLY VIEW 3ER 1 3ER 2 SE SECTION 7 STbI (NO SCALE) NEENAH R -4342 OR EQUAL _ I =1 ► ' T. C. ELEV, '► I I III I I I �- CONC. WALLS- 11- - ► 24" Did. I I =1•' • I I1I 1i III ;• _ -I ••' � : I III- - -I I I--_ 0 i r .: III_ I V •' I II� ' • • • •: _1EH1 =I11 • . ' I I VAR. PIPE SIZE ,�• I I 18" MAX. . -► .► ►�.► 8" • ► ► - 4' -0" SQ. CONC. BASE -� (1) LINE 0.116" PIPE MESH W.W.F. DITCH GRATE INLET 5 GROUT 12" RCP 12" RCP INLET OUTLET GROUT PLAN VIEW 4 NE AND GRATE SE SET ...: OF @I STONE DETENTION POND OUTLET STRUCTURE DETAIL, STIR SECTION VIEW (NO SCALE) TOP OF RETAINING WALL TOP OF RETAINING WALL • f S` N .. • •.. -; . • "•.. Opp �'• .,-:- -''•. •..:.'- • TOP OF RETAINING WALL •' :.; . P W T SPILLWAY WIDTH TOP OF BANK 100YR SPILLWAY SPILLWAY ELEV.: ELEV.: ELEV.: WIDTH: DRY DETENTION 815.00 811.15 814.50 50 EMERGENCY SPILLWAY TYPICAL SECTION (NO SCALE) CURB INLET (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS 5 4 (NO SCALE) 3 z I 1 SIDEWALK NOTES: 1.) SIDEWALK BUILT WITH DRIVEWAY SHALL BE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. 2.) TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 OF THE WALK THICKNESS. 3.) THE SPACING OF THE TRANSVERSE JOINTS IN SIDEWALK NOT TO EXCEED 1.25 TIMES THE WIDTH OF THE SIDEWALK. CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS 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. 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 959 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 thickness (all bituminous and aggregate material above the subgrade) plus 1 '-O". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN. 24" T.C. ELEVATION Z co o AT THIS POINT 0- Lq o 14- J Ili Id •. ;� • + .d • _d oC)OZ, a a • . •. Q O SUBGRADE AGGREGATE p � DEPTH VARIES 0 • •'g CC C) O VALLEY CUTTER DETAIL (NO SCALE) Dimensions in inches Catalog No. Catalog No. Catalog tic, Type SF 'type CF Type FF" Diameter A 8 C D E F N S R- 5050 -SFS R- 5050 -CFS *CASTINGS SHALL CONFORM 6 7 TO SECTION 909.05 CITY OF 13 11 CARMEL STANDARDS. SLOPF 1/4 "/1F-r T. C. ELEVATION 5/A R- 5050 -SFS NEENAH R- 3501 -L2 R- 5050 -FFB 8 . ? 1 .�� MONOLITHIC OR 1 1/8 _ 91/4 4 5/8 ` PRECAST CONCRETE R- 5050 -FF10 10 •` " 13 112 ' CONSTRUCTION 1 1/9 11 1/4 •'►• • BLOCK OR i ' R- 5050 -CF12 R- .::1150 -FF12 12 • :. CONC. WALLS ~ :.'. 1S i4 1 /g - 13114 •►� ''/8 �'' ' III I -III _ 161/4 24' , • I �- 1 113 I I ( ►' % R- 5050 -SF18 "I 4 314 (tYP•) R- 5050 -FF18 �- 19 1/4 22118 24 114 I- 1 X14 - 1 I I I Mi Z:, 2/4 :.• R- 5050 -CF20 R- 5050 -FF20 20 22 1/4 25 '78 27 1/4 25 1/8 1 314 -III 4 314 R- 5050 -SF21 R- 5350 -CF21 -III I -11 I �'• 4110. '• 251/8 F ' 251/8 1 314 22 114 ;• i' • 3/4 I I I I VAR. PIPE SIZE R- 5050 -FF24 24 25 114 2.8 1/4 301/4 18" MAX 1 114 25 314 6 314 R- 5050 -SF27 27 28 `14 ', 33 1/4 31 314 .► '' 6 718 R- 5050 -SF30 R- 5050 -CF30 30 31114 34114 3' SQ. CONC. BASE --� 34114 (1) LINE 0.116" PIPE MESH W.W.F. (NO SCALE) CURB INLET (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS 5 4 (NO SCALE) 3 z I 1 SIDEWALK NOTES: 1.) SIDEWALK BUILT WITH DRIVEWAY SHALL BE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. 2.) TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 OF THE WALK THICKNESS. 3.) THE SPACING OF THE TRANSVERSE JOINTS IN SIDEWALK NOT TO EXCEED 1.25 TIMES THE WIDTH OF THE SIDEWALK. CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS 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. 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 959 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 thickness (all bituminous and aggregate material above the subgrade) plus 1 '-O". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN. 24" T.C. ELEVATION Z co o AT THIS POINT 0- Lq o 14- J Ili Id •. ;� • + .d • _d oC)OZ, a a • . •. Q O SUBGRADE AGGREGATE p � DEPTH VARIES 0 • •'g CC C) O VALLEY CUTTER DETAIL (NO SCALE) Dimensions in inches Catalog No. Catalog No. Catalog tic, Type SF 'type CF Type FF" Diameter A 8 C D E F N S R- 5050 -SFS R- 5050 -CFS R- 5050 -FF6 6 7 11 13 11 31/4 7 4 5/A R- 5050 -SFS R•5050 -CM R- 5050 -FFB 8 9 1;4 ? 1 13 11 1 1/8 _ 91/4 4 5/8 R- 5050 -SF10 R- 5050 -CF10 R- 5050 -FF10 10 11 114 13 112 15 112 _ 13 � 2 1 1/9 11 1/4 4 5/A R- 5050 -SF12 R- 5050 -CF12 R- .::1150 -FF12 12 13'14 15 / 18 1S i4 1 /g - 13114 4 ''/8 R- 5050 -SF15 R- 5050 -CF15 15 161/4 19 21 18 3i4 1 113 161.14 4 % R- 5050 -SF18 R- 5050_CF18 R- 5050 -FF18 18 19 1/4 22118 24 114 22 Y8 1 X14 19 314 4 2/4 R- 5050 -SF20 R- 5050 -CF20 R- 5050 -FF20 20 22 1/4 25 '78 27 1/4 25 1/8 1 314 221,14 4 314 R- 5050 -SF21 R- 5350 -CF21 21 22 1/4 251/8 27 1/4 251/8 1 314 22 114 _ 4 3/4 R- 5050 -SF24 R- 5050 -CF24 R- 5050 -FF24 24 25 114 2.8 1/4 301/4 28 114 1 114 25 314 6 314 R- 5050 -SF27 27 28 `14 31 '14 33 1/4 31 314 1 314 2a 114 6 718 R- 5050 -SF30 R- 5050 -CF30 30 31114 34114 361/2 34114 11/4 311/4 6 713 R- 5050 -SF36 R- 5050 -CF36 36 371.12 411/2 431/2 41 1/2 1 318 37 112 6 718 R- 5050 -SF42 R- 5050 -CF42 42 43112 471/2 49112 471/2 1 3;8 _ 431;2 6 7/8 R- 5050 -SF48 R- 5050 -CF48 48 491/2 54 55112 54 1 1/2 491/2 _- - 6 1 3 FLAP GATE DETAIL coo SCALE) 2 1 0 �-+ dam' O �o� V ono oho IV MM0�0 a T s �1 � Z �a a a04 0 r >4 Go a� 0 xa T! w� H a o V T1 C7 z �o � W �OF. N U Q z w�1 Z LL1 z m p0 3�: W GEC � .T.i 6 a as w r4 F d A w V3 Q Q U) O U1 W C4 to SHlF� e,..........• so `�,.� RFC zt aft No. moo was � PE 10 T '• - ASP •'� l 111111111111 JAUS E. SHIELDS, JR. P.E. 10201333 QL) 0 o c U 0 o d w o� d Q0 � Q0 o DO Ga o 0 d W w a SHEET NO. PROJECT N0. W06 -0862 a� 10 9 8 7 6 5 4 3 I 2 1 o .-eq tip 00 W U *-a 4T p H ti0 in � U �0 W 'd � in H 00 00 d' 0-4 . Z City f Carmel Right-of-Way Paving Policy City of Carmel Right-of-Way Paving Policy City of Carnel Concrete Curb Policy City of Carmel Concrete Curb Policy Y 9 Y 9 Y Y 9 Y 9 Y Y Y � o U November 2, 2005 November 2, 2005 January 13, 2006 January, 13, 2006 M M 00 � W -C 1) General 4) Asphalt Pavement 1) General 4) Concrete Curb A) The to the this include the A) General A) The include the A) General � w w work subject requirements of policy shall production, wort subject to the requirements of this policy shall production, A4 hauling /delivery, spreading, finishing, compaction and other work necessary to prepare a) This work shall consist of placing one or more courses of base, intermediate, or surface hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other a) This work shall consist of placing concrete curbing on prepared soil subgrades or foundations, install bases install base, intermediate, hot (HMA) foundation in Section install bases Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. U U aggregate and one or more courses of mix asphalt mixtures on a prepared accordance with work necessary to prepare foundations and soil subgrades, aggregate and O � or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, 105.03 of the Standard Specifications. install concrete curbing ithin property within the corporate limits of the City of Carmel and b) Concrete cL,rb shall be constructed on prepared soil subgrades or Aggregate Bases to the 9 (� H - dimensional standards of the applicable City of Carmel Standard Details or in accordance auxiliary lanes and asphalt multi use paths. b) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations existing or proposed right-of-way. PP Y B) This shall be the basis for acceptance of the work by the City. Failure to adhere to and to thicknesses equal or than those indicated on the approved construction B) This be the basis for the work by the City. Failure to adhere to with the curbing details of the approved construction documents. Z Z policy greater policy shall acceptance of - � the requirements of this policy may result in non - acceptance of the work or other documents. the requirements of this policy may result in non - acceptance of the work or other c) Materials used in the production of the concrete for the curbing shall be in accordance � remedies outlined in this policy. c) Materials used �n the production of the HMA mixtures shall be �n accordance with Section remedies outlined in this policy. with Section 605.02 of the Standard Specifications. High early strength admixtures may a C) Workmanship, materials and quality of the work completed shall conform to the 2006 401.03 of the Standard Specifications. C) Workmanship, materials and quality of the work completed shall conform to the 2006 be utilized but shall not be considered in waiving any requirements of this policy. I W Standard Specifications of the Indiana Department of Transportation (hereinafter referred to d) Equipment for HMA operations, including but not limited to production, Standard Specifications of the Indiana Department of Transportation (hereinofter referred to d) Equipment utilized for concrete curbing installation work, including but not limited to cd 04 as Standard Specifications), except where deviations are allowed herein, or variances are hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall be in as Standard Specifications), except where deviations are allowed or specified herein, or production, hauling delivery, placing, installation, jointing, curing, finishing and � 0 granted. accordance with Section 409 of the Standard Specifications. variances are granted. miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard r>0 w Where the minimum standards of an other governmental agency having concurrent e Installation of the full pavement section indicated on the approved construction documents D Where the minimum standards of an other governmental agency having concurrent Specifications. D) e Y 9 9 Y 9 ) P PP ) Y 9 9 Y 9 P .w jurisdiction exceed these standards, the higher standards shall apply. for the entire area to be paved must be completed in the same paving season. jurisdiction exceed these standards, the higher standards shall apply. e) Concrete production, mixing and hauling /delivery shall be in accordance with Section 0 a � � E) If any plan or other note or specification on the approved construction documents exceeds f) Widening operations shall comply with the following: E) If any plan or other note or specification on the approved construction documents exceeds 502.10 of the Standard Specifications. �:) the minimum standards of this policy, the higher standards shall apply. (1) The outside face of the excavated area shall be left as nearly vertical as the nature the minimum standards of this policy, the higher standards shall apply. f) Installation of the concrete curbing indicated on the approved construction documents F Nothing contained herein shall be construed as prohibiting the design and construction of of the material will permit and not wider than the outside limits of the widening F) Nothing contained herein shall be construed as prohibiting the design and construction of shall be completed in the some paving season. ) 9 9 9 9 00 ; improvements meeting higher standards, nor as discouraging petitions to appropriate section. improvements meeting higher standards, nor as discouraging petitions to appropriate B) Preparation � Q w governing bodies for variances for alternatives which can be supported by advances in (2) The existing pavement adjacent to the widening area shall be sawcut to a clean governing bodies for variances for alternatives which can be supported by advances in a) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in technology b jurisdiction. edge. technology b jurisdiction. accordance with Section 203.26 of the Standard Specifications just to the � • Z '> x nd area roved other agencies with concurrent and area roved other agencies with concurrent prior placing 9Y approved Y 9 1 9 9Y approved Y 9 J Q )4 G) All work shall comply with the requirements of Section 105.03 of the Standard (3) The subgrade in the widened area shall be compacted in accordance with this policy. G) All work shall comply with the requirements of Section 105.03 of the Standard HMA courses in accordance with Section 2C(v) and 3D(Ill) of this policy. Unacceptable w Specifications. (4) Widening mixtures shall comply with the pavement section indicated on the approved Specifications. areas shall be corrected to the satisfaction of the Engineer before placement of any H) For the purposes of this policy, where the term Engineer is used in this policy and the construction documents. H) For the purposes of this policy, where the term Engineer is used in this policy and the concrete curbing. N 2 14 Standard Specifications, it shall mean: (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications, it shall mean: b) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior � F-4 9 d The Carmel City Engineer, staff of the Department of Engineering, other personnel Standard Specifications. a The Carmel City Engineer, staff of the Department of Engineering, other personnel to placing concrete curbing. ) Y 9 P P P ) Y 9 P P - o •, w employed by the City of Carmel, or authorized agent(s) that may be retained to B) Preparation employed by the City of Carmel, or authorized agent(s) that may be retained to C) Weather and Seasonal Limitations U 4 . represent the City of Carmel. a) The Aggregate Base shall be subject to additional proof rolls in accordance with Section represent the City of Carmel. a) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard �4 e) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, 203.26 of the Standard Specifications dust prior to placing the HMA courses in b) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, Specifications. There shall be no provision for installation below the temperatures H 0 0 other personnel employed by Hamilton County, or authorized agent(s) that may be accordance with Section 3D(III) of this policy. Unacceptable areas shall be corrected to other personnel employed by Hamilton County, or authorized agent(s) that may be specified. the the Engineer before the location the b No be laced frozen Aggregate Base. ) Z d to represent Hamilton Count Highway, de endin on the location of the work. satisfaction of an paving operations commence. retained to represent Hamilton Count Highway, depending on of work. mixture shall on a subgrade or reta�ne p Y depending 9 Y P 9 P P Y 9 Y� P 9 P 9 I the Engineer the be Section 105.01 the Standard b) All displacement the Aggregate Base be to HMA 1) Authority the Engineer the be Section 105.01 the Standard c) Under no circumstances shall concrete curb be between December 15 and March - - w Z Authority of over work shall per of or rutting of shall repaired prior placing of over work shall per of placed Specifications. mixtures. Specifications. 30. J) Prior to commencing the work, the Contractor performing the work shall contact the c) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard J) Prior to commencing the work, the Contractor performing the work shall contact the d) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed - C �-+ H k H Engineer to schedule a pre- construction meeting to review the Engineer's construction Specifications. Engineer to schedule a pre- construction meeting to review the Engineer's construction and approved by the City prior to November 30, placement of the concrete curb will be O U requirements, staff notification requirements, required inspections for certain stages of the d) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the requirements, staff notification requirements, required inspections for certain stages of the allowed up to December 15, provided that the ambient and soil subgrade or Aggregate work and to review the authority of the Engineer as it relates to the work. Standard Specifications. work and to review the authority of the Engineer as it relates to the work. Base surface temperature complies with the requirements of Section 4C(i) of this policy 00 K) Under no circumstances shall work subject to the standards established by this policy e) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in K) Under no circumstances shall work subject to the standards established by this policy and the paving contractor pay for the services of a full time construction inspector and 0 commence without obtaining approved construction drawings by the City of Carmel accordance with Section 406 of the Standard Specifications. commence without obtaining approved construction drawings by the City of Carmel who shall act as an authorized agent of the Engineer. The Engineer shall select the Department of Engineering. f) Surfaces on which a mixture is placed shall be free from objectionable or foreign Department of Engineering. construction inspector. 2) Foundation materials at the time of placement. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and e) If the ambient and soil subgrade or Aggregate Base surface temperature complies with 0 A General g) Tack Coat material shall be distributed with equipment meeting the requirements of testing of work subject to the requirements of this policy outside of the right -of -way shall the requirements of Section 40) of this policy between April 1 and April 15, concrete o (0 Q M . cl >- o a) This work shall consist of the construction /preparation of the foundation in accordance Section 409.03(a) of the Standard Specifications. be determined at the pre- construction meeting. curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base zao 0 wU � a �� Q .� � V) Q i N . 1 f the Standard Specifications. C Weather and Seasonal Limitations M Dimensional and other standards for concrete curb shall be in accordance with the Cit of provided that the avin contractor a for the services of a full time construction with Section 05.03 0 p } ) Y P paving pay ; CO w z M� z w z � m ; � i B) Excavation and Embankment a) HMA courses shall be placed when the ambient temperature and the temperature of the Carmel Standard Details. inspector and who shall act as an authorized agent of the Engineer. The Engineer shall o o � C o M _< Q w � a) Prior to beginning excavation and embankment operations, all necessary clearing, surface on which it is to be placed is 457 (7 °C) or above. The Engineer shall determine N) Under no circumstances shall material other than Portland Cement Concrete meeting the select the construction inspector. a Q o Q Q Q grubbing, scalping and topsoil stripping and subsequent backfilling for removed items the ambient temperature. There shall be no provision for low temperature compaction standards established by this policy be utilized to construct concrete curbs within the f) The Engineer reserves the right to suspend all concrete curb placement operations if, in 1. within the slope stake limits shall be performed in accordance with Section 201.03 and allowed by Section 402.16 of the Standard Specifications. corporate limits of the City of Carmel. the opinion of the Engineer, that prevailing weather conditions and /or the condition of 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and b) No mixture shall be placed on a frozen subgrade. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the Subgrade and /or the Aggregate Base may result in substandard concrete curb � deleterious material shall be completely removed within the limits of the slope stakes. c) Under no circumstances shall HMA mixtures be placed between December 15 and March the City of Carmel. placement, curing and finishing. b) Excavations 30. 2) Foundation D) Placement w (1) After excavation operations, all spongy and yielding material that does not readily d) If a foundation that is to receive one or more courses of base, intermediate, or surface A) General a) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) compact shall be removed from within the slope stake limits and the resulting void HMA mixtures is placed and determined to be an approved foundation by the City prior a) This work shall consist of the construction /preparation of the foundation in accordance and 605.04(4) of the Standard Specifications. Q shall be refilled with suitable material and compacted in accordance with Section 203 to November 30, placement of HMA courses will be allowed up to December 15, provided with Section 105►.03 of the Standard Specifications. b) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard of the Standard Specifications. that the ambient and foundation surface temperature complies with the requirements of b) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 (2) Any pronounced depressions within the slope stake limits resulting after excavation Section 4C(l) of this policy and the paving contractor pay for the services of a full time Specifications and the requirements of this policy. of the Standard Specifications. operations shall be refilled with suitable material and compacted in accordance with construction inspector and who shall act as an authorized agent of the Engineer. The B) Excavation and Embankment c) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Section 203 of the Standard Specifications. Engineer shall select the construction inspector. a) Prior to beginning excavation and embankment operations, all necessary clearing, Specifications. c) Embankments e) If the ambient and foundation surface temperature complies with the requirements of grubbing, scalping and topsoil stripping and subsequent backfilling for removed items d) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the (1) Embankments shall be constructed in accordance with Section 203 of the Standard Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to within the slope stake limits shall be performed in accordance with Section 201.03 and Standard Specifications. Specifications. be placed on an approved foundation provided that the paving contractor pay for the 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and E) Joints (2} All spongy and yielding material that does not readily compact shall be r�amoved services of a full time construction inspector and who shall act as an authorized agent deleterious material shall be completely removed within the limits of the slope stakes. a) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard from within the slope stake limits prior to embankment operations. of the Engineer. The Engineer shall select the construction inspector. b) Excavations Specifications. (3) Any pronounced depressions within the slope stake limits resulting after clearing, f) The Engineer reserves the right to suspend all paving operations if, in the opinion of the (1) After excavation operations, all spongy and yielding material that does not readily b) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints w grubbing, scalping and topsoil removal shall be refilled with suitable materiai and Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or compact shall be removed from within the slope stake limits and the resulting void in integral curb and sidewalks shall be located at the same location as the joints in the � compacted in accordance with Section 203 of the Standard Specifications prior to the Aggregate Base may result in substandard HMA placement, spreading and finishing. shall be refilled with suitable material and compacted in accordance with Section 203 adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of Y/ -inch. � embankment operations. D) Spreading and Finishing of the Standard Specifications. c) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all n (4) Prior to the construction of any embankment, the original ground surface within the a) HMA courses shall be placed upon an approved foundation or other HMA course by (2) Any pronounced depressions within the slope stake limits resulting after excavation castings, ILhe beginning and end of all curb returns, the end of each days work and limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted means of laydown equipment in accordance with Section 409.03(c) of the Standard operations shall be refilled with suitable material and compacted in accordance with where abetting existing construction. In addition to these requirements, expansion joints in z in accordance with Section 203 of the Standard Specifications. Specifications. Section 203 of the Standard Specifications. integral curb and sidewalks shall be located at the same location as the expansion Joints o (5) Embankments shall be shaped to be well drained and shall be protected to prevent b) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective c) Embankments in the adjoining sidewalk. W erosion. action shall be taken to prevent continuation of these conditions. Segregated or flushed (1) Embankments shall be constructed in accordance with Section 203 of the Standard F) Finishing and Curing (6) Loose depth of each embankment lift, final compacted depth, compaction method or bleeding HMA mixtures shall be removed if directed. Specifications. a) The concrete curb shall be finished and cured in accordance with Section 502.14, and compaction requirements shall be in accordance with Section 203 of the Standard c} All areas showing an excess or deficiency of binder shall be removed and replaced. (2) All spongy and yielding material that does not readily compact shall be removed 502.15, 5�J4 and 605.04(f) of the Standard Specifications. from the limits to operations. b) Curing compound shall be to \ \ \ \ \,,,�i��ii►ri,,,���� / / �' d All HMA mixtures that become loose and broken mixed with dirt or �s �n an wa within sloe stake prior embankment applied all exposed surfaces on slip-formed concrete curb. Specifications. ) y y P P P 9 PP P P ��`` \��� t,SH1E4&1/ %,�,�0 S defective shall be removed and replaced. (3) An ronounced de ress�ons w�th�n the sloe stake l�m�ts resulting after clearing, For formed concrete curb, cur�n com ound shall be a lied to all ex osed surfaces C) Soil subgrades P Y P P P 9 P PP P -` ..•.. zx� �,.•• .,•S r r d only after the installation of all utilities and subsurface E Joints grubbing, scalping and topsoil removal shall be refilled with suitable material and including sides after any forms are removed. a} subgrades shall be p epa e y ) in Section 203 the Standard Specifications to c)The concrete curb shall be to for 5 \�` ST �. ,` �;� �G� ERF'• 11 >�,= �]p. • �': 0 indicated on the a roved construction documents to be located under the x Joints shall conform to the re uirements of Section 401.15 of the Standard compacted accordance with of prior allowed cure a minimum of -days prior to drams pp ) q pavement are completed. Trench backfilling work of these installations shall be in Specifications. embankment operations. commencing backfilling operations adjacent to the concrete curbing. = * i _ , OE10 Prior to the construction of an embankment the on inal round surface within the G Backfillin accordance with the City of Carmel Trench Backfilling specifications. F) Compaction (4) , y 9 9 ) 9 - _ : :� b The subgrade shall be shaped to the required grade and sections, free from all ruts, a) The HMA mixture shall be compacted with equipment in accordance with Section limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted a) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section corrugations, or other irregularities. 409.03(4) of the Standard Specifications immediately after the mixture has been spread �n accordance with Section 203 of the Standard Specifications. 605.04(8) of the Standard Specifications only after the concrete curbing �s inspected and '0 ;' -1 %, Ole, ASP.,;• \.�` c) The subgrade shall be uniformly prepared, compacted and approved in accordance with and finished. (5) Embankments shall be shaped to be well drained and shall be protected to prevent accepted by the Engineer in accordance with Section 5 of this policy. , ��� ANAL Sections 207.02, 207.03 and 207.04 of the Standard Specifications. b) Rollers shall not cause undue displacement, cracking, or shoving. erosion. b) Backfilling operations shall be completed prior to opening the area to regular construction ����'`�� ����� d Sub grades shall be inspected and approved by the Engineer before any aggregate base 5) Inspections (6) Loose depth of each embankment lift, final compacted depth, compaction method traffic. 9 P or hot mix asphalt pavements are constructed. A proofroll shall be conducted in A) All materials furnished and each part or detail of the work will be subject to inspection per and compaction requirements shall be in accordance with Section 203 of the Standard 5) Inspections accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work Specifications. A) All materials furnished and each part or detail of the work will be subject to inspection per JAMES E. SHIELDS, JR. P.E. 10201333 be corrected to the satisfaction of the Engineer before any aggregate base or hot mix is in substantial conformance with this policy and the approved construction documents. C) Soil Subgrades Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work asphc,it paving operations commence. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing a) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) is in substantial conformance with this policy and the approved construction documents. 0 e) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but any work subject to the standards established by this policy. and Section 2(B) of this policy and only after the installation of all utilities and B) The Contractor shall notify the Engineer a minimum of 48 -hours �n advance of cornmenc�ng remains uncovered for a period of 14 calendar days prior to placing stone or is subject C) The Contractor shall schedule proofrolls with the Engineer a m�n�mum of 48 -hours in subsurface drains indicated on the approved construction documents to be located under any work subject to the standards established by this policy. to a measurable rain event prior to placing stone, shall be subject to additional proof advance of such proofrolls. the pavement are completed. Trench backfilling work of these installations shall be in C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in Eft�4 accordance with f Carmel Trench Backfillin specifications. advance of such proofrolls. rolls prior to placement of the Aggregate Base. D) Sampling and testing of materials, equipment or construction work may be required at the _ the City o g p p D) Existing Pavement expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining b) The subgrade shall be shaped to the required grade and sections, free from all ruts, D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any a) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, that the work is in substantial conformance with this policy and the approved construction corrugations, or other irregularities. damage, including freezing or random cracks. The inspection and all necessary repairs shall 306.05, 306.07 and 306.08 of the Standard Specifications. documents. Sampling and testing shall conform to the requirements of the sections of the c) The subgrade shall be uniformly prepared, compacted and approved in accordance with be completed prior to backfilling operations. 92 . 0 b) Localized weak areas of the existing pavement section uncovered during the milling Standard Specifications applicable to the portion of the work suspected to be Sections 207.02, 207.03 and 207.04 of the Standard Specifications. E) Sampling and testing of materials, equipment or construction work may be required at the Q U process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of non - compliant or as directed by the Engineer. d) Subgrades shall be inspected and approved by the Engineer before any aggregate base expense of the Contractor at the discretion of the Engineer for the purpose of ascerta�n�ng ' . the Standard Specifications. E) Where the Engineer determines that is necessary to confirm compliance with standards of or concrete curbs are constructed. A proofroll shall be conducted in accordance with that the work is in substantial conformance with this policy and the approved construction � c) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, quality or thickness, pavements shall be cored and tested) at the expense of the Contractor. Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to documents. Sampling and testing shall conform to the requirements of the sections of the I CD debris and dust resulting from the operation. The average thicknesses of all courses must equal or exceed the minimum prescribed by the satisfaction of the Engineer before the placement of any Aggregate Base or concrete Standard Specifications applicable to the portion of the work suspected to be QL) d) Milled areas that remain open to traffic longer than those times stipulated in Section the approved construction documents, and no single core shall show a deficiency greater curbing. non - compliant or as directed by the Engineer. C/) passed a proofroll, but F Where the Engineer determines that �s 306.05 of the Standard Specifications shall be subject to liquidated damages outlined �n than one half inch (1/2") �n any course or total thickness from the pavement section e) At the d�scret�on of the Engineer, Subgrade that has satisfactorily pas p } g necessary to confirm compliance with standards of . Section 306.05 of the Standard Specifications. The Contractor shall be responsible for indicated on the approved construction documents. remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or quality or thickness, concrete curb shall be cored and tested at the expense of the t§ payment of these liquidated damages. F) Such inspections shall not be construed to relieve the developers' engineers or contractors concrete curbing or is subject to a measurable rain event prior to placing Aggregate Contractor. The average thicknesses of the curb must equal or exceed the minimum rJ 3) Aggregate Bases in any way from their obligations and responsibilities under their contracts. Specifically, Base or concrete curbing, shall be subject to add�t�onal proof rolls prior to placement of prescribed by the approved construction documents. 0 ; h Aggregate B r n r curbing. G Such ins inspections shall not be construed to relieve the n i A) General I nspect�on by the Engineer, or by retained engineers or testing agencies, shall not require the Base o concrete ete ) p e e g veers or contractors d a) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in them to assume responsibilities for the approved construction documents, for any 3) Aggregate Bases in any way from their obligations and responsibilities under their contracts. Specifically, accordance with Section 105.03 of the Standard Specifications. misinterpretation of the approved construction documents b the contractors Bunn A General ins ection b the En ineer, or retained engineers or testing agencies, shall not require P PP Y 9 ) P Y 9 Y 9 �9 9 q �Z b) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. a) This work shall consist of placing a compacted Aggregate Base on a prepared soil them to assume responsibilities for the approved construction documents, for any Q Specifications. G) Work identified to not meet the requirements of this policy or the approved construction subgrade in accordance with Section 105.03 of the Standard Specifications. misinterpretation of the approved construction documents by the contractors during � c The material shall be obtained from a Certified Aggregate Producer in accordance with documents, unacceptable work, whether the result of poor workmanship, use of defective b) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. w Section 917 of the Standard Specifications. materials, damage through carelessness, or any other cause found to exist prior to the Specifications. H) Work identified to not meet the requirements of this policy or the approved construction M d) The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable c) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in documents, unacceptable work, whether the result of poor workmanship, use of defective Cnl in a manner that minimizes segregation and moisture loss. manner at the Contractors expense. accordance with Section 917 of the Standard Specifications. materials, damage through carelessness, or any other cause found to exist prior to the � � e Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal H If the Contractor fails to comply forthwith with an order made under the provisions of this d The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable P P q ) P Y Y P P P Y P P 0 or greater than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or in a manner that minimizes segregation and moisture loss. manner at the Contractors expense. � B) Temperature and Seasonal Limitations removed and replaced; to cause unauthorized work to be removed; and to deduct the costs e) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses 1) If the Contractor fails to comply forthwith with any order made under the provisions of this W a) The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. equal or greater than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or 0 Cn Section 301.04 of the Standard Specifications. 1) Work done contrary to instructions provided by the Engineer shall be considered B) Temperature and Seasonal Limitations removed and replaced; to cause unauthorized work to be removed; and to deduct the costs � of be laced. unacceptable and subject to immediate removal and replacement in accordance with the a) The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. b) Frozen material shall n p P � P . J) Work done to instructions E" r� Q. r Bases must be laced and ass roof roll prior to November 30 in order to instructions provided b the Engineer. Section 301.04 of the Standard Specifications. contrary provided by the Engineer shall be considered c) Aug egate B p P P P P Y 9 allow paving in accordance with Section 4C(iv) of this policy. 6) Acceptance b) Frozen material shall not be placed. unacceptable and subject to immediate removal and replacement in accordance with the Q� C 4 . C) Preparation A) Before acceptance of any phase of construction, the Engineer shall determine if the c) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to instructions provided by the Engineer. 6) Acceptance C..) I 3 a The prepared foundation shall be free from objectionable or foreign materials at the time improvements are in substantial compliance with this policy (except for any variances allow paving in accordance with Section 4C(iv) of this policy. P P J 9 � of placement. granted) and the approved construction documents C) Preparation A) Before acceptance of the concrete curb, the Engineer shall determine �f the improvements w �; prepared 9 J 9 P policy (except Y 9 ) b) The subgrade shall be subject to additional proof trolls in accordance with Section 203.26 B) The Engineer may, at his sole d�scret�on, accept work that is not �n conformance with this a The re ared soil sub rade shall be free from objectionable or forei n materials at the are �n substantial com )lance with this olic for an variances ranted and the W a c of the Standard Specifications *ust prior to placing the Aggregate Base on the subgrade policy provided that the work is bonded fora period greater than three ears. The En ineer time of lacement. a roved construction documents. P P P 9 9 P Y P P 9 Y 9 P PP -� -� ° ILD v f this policy. . Unacce table areas shall be corrected to shall establish the extended bonding re uirement. b) The subgrade shall be subject to add1t1 onal proof rolls in accordance with Section 203.26 B) The Engineer may, at his sole discretion, accept work that is not �n conformance with this �n accordance with Section 2CO o p y p 9 q 0 o o W Standard i the Aggregate Base on the subgrade policy provided that the work is bonded for period the satisfaction of the Engineer before any Aggregate Base �s placed. of the St Specifications dust prior to placing g p y p p greater than three years. The Engineer w � d o in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to shall establish the extended bonding requirement. D) in and Fin�shing � w U . the satisfaction of the Engineer before an Aggregate Base �s laced. a) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard 9 Y P Q 'v -� CD E c Q Q Specifications. D Spreading and Finishing � el . � o �+ �, 0 0 N a The A re ate Base shall be spread in accordance with Section 301.05 of the Standard b) The Aggregate Base shall be compacted in accordance with Section 301.06 of the ) Aggregate p w � d � °'�o I ° Standard Specifications. Specifications. P a C is ►� , �o c) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar b) The Aggregate Base shall be compacted in accordance with Section 301.06 of the SHEET N0. CO > " o� N days. Aggregate Bases that la exposed for period of time greater than 14 calendar Standard Specifications. Y Y P P 9 days or experience a measurable rain event prior to the placement of subsequent paving c) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. E o - courses shall be subject to inspection and acceptance by the Engineer. At the dscretion Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or o 0 : of the Engineer, additional proof rolls may be required. experience a measurable rain event prior to the placement of concrete curb shall be i� subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, LL_ ..0 �m additional proof rolls may be required. PROJECT N0. z >0 Q0W� I I W06 0862 Q� F- 0 o� o_J _ 10 9 8 7 6 5 4 3 2 1 3 U CL I N co Oo O O I 0 co U a> U) Q r- c O U N O (D O 0 N O O N � 0 ! O(r) N - : �Ln - _° i U W C Z O� �L U>- t--C 0� DC 3 Q I N O cn O O U (D a U N Q� N O O (OZ O pp N (D O O 0 � a N C/D Q) T- O 0 O?� �- N � = O U w� Z g � ►- : \ f U>- �( 0 � n 3 Q I N c0 O W O I O U E CD � 0 o 0 N D) N O c0 cn O O N �-. � N C N O (D O � L N � = O I� U w z � U Fw- O� o 00 cy) ■ ■ CN ■ ■ CN C) c:) CN ft%--. U") CN "o-ommom., 'Toomm'"' Nommom"' C) 0 (D 0 c:) C) to c:) .-mmomom" Cl cn (1) C.) C!) E 0 0 L� a� c� ti CD C) 0 cQ C) .0-000 W w 0 U) LLJ 0 ry CL ........... . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . • • • • .. . • ... • . . . ... . . . . . . . .. • . . . . . . . ... • . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • * . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . .. . . . . . . . * * , I . . , . . . .1 . . . . * I . , . , . . . - . . . . - . . . . . * - . . : . . . I - - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ..... . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . ... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . • . . . ... . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . * . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • ...... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . .,:,. . . . . : . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... .... - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . ....... . . ... *. . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . .. . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . ... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . ............................... .................. ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . .... . .. . . .. . ................ . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . ....... . . . . . . • . . . . • . • • . ... . ... . . . . . . . . . . . . . ..... . . . ... . . . . . . .. 00 • .... . . . . . . . • I I I mom" . . . ... . . . . . . ...... . .... . . . . ... .. . . . . . . .... . . . . .... . . . . . .... . . . . . .... . . . .... . . . . . . .... . . . . . .... . . ...... ...... . .......... . . . . .... . . ... . . . . .... . . . . . . . . .... . . . . . . .... . . . . . . . . . . . . . .. . . .. . . . . . . . . ... . . .. .. . . ... . . . 00 . . . . . . . . . . 111 1 . . . . . . .. • 41 m mC) . . . . . . . . . . t l mmeto4: • .............. me........... 11 . . . . ... . . . . . . . . . ONO . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . • . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . ....... ■ . . . . . . . . . . . . . 4. 4� ■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ . . . . . . . . . . . . . . ... . . . . . . .1. . . * . . . . . . . . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4e . . . . . . . ■ • . . . . . . o ■ ■ o . . • • . • • . m II' • , • •• . . `. • . •. • ••• • •• • • ' . : • : • yr 11 ' 11 •� Y ♦•a titi 1 't •l � : by �' l •• • r • • • T 20' o.... . . . . . .. oon te v ak : ■ 11 t~ 11 ! : � i 4. • 44 to 4 `` . Ott 0. It m % It .1 el • 11111 . • • • . . • • . . • . . . . . . . . . . A 't 41 4 . . a / t / a . 44'4 t 't 0 . . a a ., . :r I , 4; EXISTNG UVETLAND • 4 L _x HOLEY MOLEY SAYS DONT DIG BUND ,,n"s THr= L• CAL 2 [Mys BUM = cc 1 mmna PM MW STAM LAW 1S-0-10, IT tS AGOW THE LAW TU WAVATE %MW► KOTFYM TK UNDERMIM LIMAIM Sam M W vwm DAYS BUM MMMIG WK uBE 38 i ,me AIN� NERM 'Ran RAW xlf�� 81 MOM --3ne __Ana8eam - lfwnr� PiN% %Elm Sam= -^.Idfw%aekfw ---acaw cc a Elan lam noisnanew ujuw�! _2516wip 9 As li AllAhr, A2wz& W_ Nu ........... SIN ------ I& ua 38 j mix NIN AWA&M li-09 Al CK Will AMM. ACK" WN am -M9313921131LIKILE wipyg5mom '190 01M QcAV_& 11W w ( CN D (N �0 (D w <kti W ---v 0I < Z) Z OrT < Imm- Lu X- 07� 0 CL X < co Tr— Z LL- M < 0 z 41 . emI t . o . . . . . . •. . . . ..... . . . . . . to. .......... ... Wee I 0 00 0 XK W__M PM pmmmmmmmmm I ---------- _" Idlew5th. goils JXWW& S& -Afivrip MW ile &Mae IRW)00000&1 PERMIT SUBMITTAL NOT FOR CONSTRUCTION REVISIONS I SQ 11107 LABELS AND LEGENDS T DAE JANUARY 20'07 LIESIGNED BY'. cs DRAWN BY: T iLl 0 JE (", T % C 0 D E: 060107 Do RAVV I N G N -MA E: 060 1 07CM R2 SH .. EET to em, . . m, . . . . XXX me to a woo. .... .... 1*11 X: e. . •: o . 4, •• % •.. •..1 m, . leame. m, . mmI ... ... ... ... me mot oe I . * . ;: I •. * . &I % ... ... ... .... eI X-m .I •. , .`f , ,.,.% . . . . . . . • . •t . . -A..... .%,.*. • .I to :•.:. . .•. . . . . . 6 o . . . . . . a ..... oeee o'. to . . . . . . I . . eele o., ....... me % ......