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HomeMy WebLinkAbout07070013 Construction Plans - Final 2/14/12X 0 () 0 j) . I - > 0- N IN iJc; N-) N N CD IN re-) , C\4 I- I - - U) 7� -0 . 0 A () I 0 C) (N W Z < , I 0- C-) < U I-, J) C 0 E E 0 () 9) -2 kp a) -0 -0 0 U s a, n_ ') , L 2 11 , _-) 1­1 a, > < 011 - — 11 I . � I I I - ­ -_- - - y z)an. Mn MH . I v " - - - _ I . z Gas Line not Marked Son. MH _�_ - __ Z I � . 11 -11 - .. ; - - x O u s J n M rY) N N U N M N 0 w O 0 N� U) z Q d U Q u / U) C 0 L O s 0 / L L L O L O U Q 20 0 20 40 -- r SCALE: 1 ° = 20' EXISTING LEGEND PROPOSED LEGEND _- POWERPOLE 0 ASPHALT POWERPOLE W/RISER PROPERTY LINE � POWERPOLE W /LIGHT SECTION LINE POROUS ASPHALT STREET LIGHT — — — — — — — — RIGHT -OF -WAY FYS GUY WIRE — -- -- ADJOINER LINE SIDE YARD SETBACK ELECTRIC METER — — — — -- EASEMENT - TRAFFIC MANHOLE - _ - _ -- PAVEMENT LINE � STORM MANHOLE FENCE FIRE HYDRANT — -- — DITCH J m WATER METER — ti -- GAS LINE W WATER VALVE — - - TELEPHONE LINE - _ GAS MARKER - — — WATER LINE z GAS VALVE — - • -. _ -. —CABLE TV LINE GAS METER — _ E _ _ — ELECTRIC LINE e. CLEANOUT -- -= OVERHEAD UTILITY LINE - =' AIR CONDITIONER SANITARY SEWER BASKETBALL GOAL W/MANHOLE - _ �- 00 �--------------- - - - --� STORM SEWER L� - - - -- - - - - - -- ,, x �� W /CURB INLET PROPOSED LEGEND _- STORM CURB INLET 0 ASPHALT J CONCRETE � CROSSWALK = � .... POROUS ASPHALT % WALKING PATH FYS FRONT YARD SETBACK SYS SIDE YARD SETBACK D&UE A A5 do UTILITY � CURB STOP — — — — — — — ASSUMED DRIVE/BI-DG LOCATION — — — — — — — RIGHT -OF -WAY LOT LINE — SETBACK LINE — — — — — — EASEMENT LINE SANITARY SEWER W/IIIANHOLE — - -- SANITARY SEWER LATERAL WITH CLEANOUT - _ STORM SEWER W/MMHOLE do END SECTION _= UNDEIMN - WATER LINE - - WATER SERVICE LINE W/WATER 1 City bf Carmel — — — — — — — — — — — — — — — — Q a _ ASPHALT- -- - - a .. ,, cy! Monon Trail R/W — —_ - I o cn r _ _ _ _ — J ( L — °AGGREGATE _ _ _ t r- s - ° t7ETENTI()N n ( Instr 99 -09339 - COMMON AREA' — — — — I ¢ LOT 2 o �. �, f _ _ I� SITE DIMENSION NOTES SITE DIMENSION �- - - BASiN - - (5,,9,.650 sFT. LEGEN D _ ,0 U DUE _ _ C — - ( 1 �- - I I ' I _ L -- _ +(1 11 Q A Wren ! OA MULCH SEEDING/LANDSCAPE AREAS © BUILDING PAD ©CONCRETE CURB AND GUTTER, TYPE III (SEE DETAIL -SHEET 700) Cl CONCRETE CURB AND GUTTER, TYPE II (SEE DETAIL -SHEET 700) C2 DEPRESSED CURB AND GUTTER (SEE DETAIL -SHEET 700) OD 4" CONCRETE SIDEWALK (SEE DETAIL -SHEET 700 D1 MONOLITHIC CONCRETE CURB AND SIDEWALK (SEE DETAIL -SHEET 700) O HANDICAP RAMP (SEE DETAIL -SHEET 700) Fl HANDICAP RAMP (SEE DETAIL -SHEET 700) OH SIGNAGE - PER OWNER O SAWCUT K TYPICAL ASPHALT SECTION 1.5- HMA SURFACE 9.5mm, ON 2' HMA INTERMEDIATE 19.Omm, ON 3" HMA BASE, 25.Omm, ON 7- COMPACTED AGGREGATE 153, ON COMPACTED SUBGRADE (SEE DETAIL -SHEET 700) K1 POROUS ASPHALT SECTION 40 POROUS ASPHALT PAVEMENT, ON 6- 18 WASHED AGGREGATE, ON 36.5" 12 AGGREGATE, ON NON -WOVEN GEOTE MLE, ON UNCOMPACTED NATIVE SUBGRADE (SEE DETAIL -SHEET 700) K2 POROUS ASPHALT SECTION 4" POROUS ASPHALT PAVEMENT, ON _ 6" 18 WASHED AGGREGATE, ON 21" #2 AGGREGATE, ON NON -WOVEN GEOTEXTILE, ON UNCOMPACTED NATIVE SUBGRADE (SEE DETAIL -SHEET 700) K3 WALKING " /BIKE PATH 1" HMA URFACE 9.5mm, ON 3' HMA INTERMEDIATE 19.Omm, ON 5- COMPACTED AGGREGATE 153, ON COMPACTED SUBGRADE (SEE DETAIL -SHEET 700) K5 AGGREGATE DETENTION SECTION TOPSOIL, ON o ° NON -WOVEN GEOTEXTILE, ON ,Ono 42.5- 12 AGGREGATE, ON NON -WOVEN GEOTEXTILE, ON UNCOMPACTED NATIVE SUBGRADE (SEE DETAIL -SHEET 700) K6 AGGREGATE DETENTION SECTION TOPSOIL, ON NON -WOVEN GEOTEXTILE, ON 27' 12 AGGREGATE, ON NON -WOVEN GEOTEXTILE, ON UNCOMPACTED NATIVE SUBGRADE (SEE DETAIL -SHEET 700) L STREET CUT SECTION 1.5" HMA SURFACE 9.5mm ON 12" PCCP, ON VARIABLE DEPTH FLOWABLE FILL (SEE DETAIL -SHEET 700) O1 LINE, THERMOPLASTIC, SOLID WHITE, 4" NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORM DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER NOW STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERMCE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. �J �0 ................ Q J v) � z = � .... 0 % 2 O o U) w � z W � U) w Q J m U Co. 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OR 8th ST.- __N�W)_��_3 _ -a_ � - - - _ SIR. - = - ----- - - - - °- - - r -- - CONTRACTOR TO -- - J PRESERVE AND PROTECT North line NE Y of Sec. 25- T18N -R3E EXISTING FIRE HYDRANT N 88054'52" E 372.79 t�Vf�RIVVI� � O '• ! ■ ■ S88'54'52 "W 137.01' 1. WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL WATER UTILITY STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE WITH CARMEL WATER FOR CONNECTION AND TESTING PROCEDURES AND REQUIREMENTS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM 54 INCHES OF COVER FROM FINISH GRADE MAIN SHALL BE DEFLECTED AS REQUIRED TO MAINTAIN MINIMUM SEPARATION REQUIREMENTS AT ALL UTILITY CROSSINGS. 2 CONTRACTOR TO REMOVE EXISTING PHYSICAL WATER SERVICE CONNECTION FROM HOUSE SIDE TO STREET SIDE PRIOR TO DEMOLITION. 3. CONTRACTOR SHALL N011FY ENGINEER, IF PROOF ROLL OF SUBGRADE FAILS, TO DETERMINE IF LIME STABILIZATION OF SUBGRADE IS NECESSARY. 4. ALL RADII DIMENSIONS ARE TO THE FACE OF PROPOSED CURB. 5. SIGNAGE SHALL INCLUDE ALL NECESSARY HARDWARE AND FITTINGS, INCLUDING 10 FT. OF 11 GAUGE FLANGED CHANNEL SIGN POST. 6. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SIGNAGE. VERIFY CONFLICTS WITH OWNER. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND PROVIDING ALL NECESSARY FLAGMAN, BARRELS, SIGNAGE, ETC. DURING CONSTRUCTION. ALL APPLICABLE M.U.T.C.D. STANDARDS SHALL GOVERN THIS WORK. 8. CONTRACTOR SHALL VERIFY ALL NECESSARY REQUIREMENTS FOR MAILBOXES WITH OWNER. MANUFACTURER'S STANDARDS SHALL BE FOLLOWED. 9. CONTRACTOR SHALL COORDINATE WITH APPLICABLE UTILITY COMPANIES AND BUILDING PLANS FOR WATER, CABLE, ELECTRIC, GAS, AND TELEPHONE CONNECTION SERVICE POINTS. 10. CONTRACTOR TO COORDINATE WITH DUKE ENERGY FOR NECESSARY ELECTRIC SERVICE REQUIREMENTS AND SPECIFICATIONS, AND BUILDING PLANS FOR ALL SERVICE POINTS AT EACH BUILDING. 11. GATE VALVES SHALL BE INSTALLED ON ALL SERVICE LINE TAPS. COORDINATE WITH THE CITY OF CARMEL WATER UTILITY FOR ALL STANDARDS AND SPECIFICATIONS. 12 ALL FIELD TILES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED /CONNECTED TO NEW DRAINAGE FACILITIES. 13. EXISTING SANITARY LATERALS TO BE VIDEO TAPED FOR INSPECTION BY CONTRACTOR. CONDITIONS TO BE REPORTED TO CITY OF CARMEL AND ENGINEER. 14. CONSTRUC11ON OF SANITARY MANHOLE 1A AND 53 LFT OF SANITARY SEWER SHALL TAKE PLACE IN THE EVENT THAT THE EXISTING SANITARY SEWER LATERALS ALONG 1st AVENUE NW. DO NOT PASS INSPECTION BY THE CITY OF CARMEL UTILITIES DEPARTMENT. 15. ALL HDPE UNDERDRAIN SHALL BE DOUBLE WALL, HI -Q PIPE, PER CITY OF CARMEL STANDARDS. 16. FOR UTILITY INSTALLATIONS UNDER 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 CONDUIT OR DUCT BANK SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0', BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 25 FEET, IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 17. ALL EXISTING SERVICE LINES SHALL BE PRIVATELY OWNED AND MAINTAINED. 18. ALL EXISTING -%4 SERVICE LINES, THAT PASS INSPECTION, SHALL BE MAINTAINED AND UTILIZED FOR THE PROPOSED WATER SERVICE EXTENSIONS. 19. EXISTING UTILITY SIZE AND MATERIAL INFORMATION SHOWN ON THESE PLANS ARE PER THE BEST GRAPHICAL AND VISIBLE INFORMATION AVAILABLE. CONFLICTS MAY EXIST AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL SIZING AND MATERIAL INFORMATION PROVIDED. IF ACTUAL CONDITIONS DIFFER FROM THAT INFORMATION SHOWN ON THE PLANS, THE CONTRACTOR SHALL, PRIOR TO THE INSTALLATION OF ANY PROPOSED INFRASTRUCTURE, NOTIFY THE DESIGN ENGINEER IMMEDIATELY. S8854'52 "W 50.00' S88'54'52 "W 50.00' STIR. No. 12 ;} S 88 054'52 W y 364.70' FINS1 \ Bethenridge LOT 3 [Dunkerley] Instr. 9131665 P.C. 1, slide 201 1 ONE -FOOT STUBS FOR FUTURE CONNECTION RUN 5 LFT OF 6 "0 HDPE PERFORATED TO ROOF DRAINS D.S. EL. CONNECT TO STIR. UNDERDRAIN 12" NYLOPLAST DRAIN BASIN 6" WYE CONNECTION VARIABLE LENGTH 6 "0 SDR 35 PVC PIPE NYLOPLAST BMP STUBOUT DETAIL NOT TO SCALE 20' D.U. & S.E. STR. N0. 8 S88'54'52 "W 122.69' -45' BENDS „ UNDERDRAIN TABLE RUN LENGTH U.S. EL. D.S. EL. CONNECT TO STIR. OA 86 818.16 817.30 1 OB 40 817.70 817.30 1 OC 34 817.34 817.00 2 OD 49 817.25 816.75 3 OE 40 816.90 816.50 3 OF 159 818.34 816.75 5 OG 71 816.77 816.06 8B OH 56 816.62 816.06 8B OI 71 820.00 819.75 DETENTION OJ 69 820.00 819.75 DETENTION OK 36 819.86 819.75 DETENTION OL 36 819.86 819.75 DETENTION h - TBM #2 L ! I LENGTH a i ! i I it I 4 , , E E D.S. EL. f I - � 15 I ! ! „ i ! f , (6 "NN &S)= 819.90 (6 "NW)= 819.90 STIR. N0.' 14 4 i � 1 15 I ! i �. (6 "NN &S)= 819.89 (6 "NW)= 819.89 819.75 © 10 821.90 (6 "NN &S)= 819.90 ° I 819.75 X 3 11� I II ! ! (6 "NN &S)= 819.90 4 NYLOPLAST DRAIN ! I LENGTH a i ! i I it INV. IN 4 , , E E D.S. EL. at i 15 821.80 (6 "NN &S)= 819.90 (6 "NW)= 819.90 STR.;; NO. 13 4 i � 1 15 821.60 (6 "NN &S)= 819.89 (6 "NW)= 819.89 819.75 © 10 821.90 (6 "NN &S)= 819.90 (6 "NE)= 819.90 819.75 �D 3 11� I II ! ! (6 "NN &S)= 819.90 (6 "NE)= 819.90 819.75 I I� ti I� 12 �I (6 "NN &S)= 821.68 (6 "NW)= 821.68 821.52 OF 12 823.50 NYLOPLAST DRAIN INSTALL 12" NYLOPLAST DRAIN BASIN WITH 12" SUMP AND A 12" SOLID CASTING. BASIN SHALL HAVE TWO (2)N1 LFT PVC STUBS FOR ROOF DRAIN CONNECTIONS AND - LFT OF 6 "0 PIPE. DRAIN LENGTH RIM INV. IN INV. OUT D.S. EL. CA 15 821.80 (6 "NN &S)= 819.90 (6 "NW)= 819.90 819.75 © 15 821.60 (6 "NN &S)= 819.89 (6 "NW)= 819.89 819.75 © 10 821.90 (6 "NN &S)= 819.90 (6 "NE)= 819.90 819.75 �D 10 822.00 (6 "NN &S)= 819.90 (6 "NE)= 819.90 819.75 DE 12 823.30 (6 "NN &S)= 821.68 (6 "NW)= 821.68 821.52 OF 12 823.50 (6 "NN &S)= 821.31 (6 "NW)= 821.31 821.14 © 24 823.35 (6 "NN &S)= 821.76 (6 "NE)= 821.76 821.52 GH 24 822.83 (6 "NN &S)= 821.38 (6 "NE)= 821.38 821.14 x x z � I• � Is � wit EXISTING LEGEND 11 PROPOSED LEGEND 11 ® POWERPOLE 0 _ POWERPOLE W ISER �� PROPERTY LINE INSTALL SANITARY SEWER MANHOLE POWERPOLE W/L IGHT SECTION LINE POROUS ASPHALT STREET LIGHT - - - - - - RIGHT -OF -WAY = GUY WIRE - ADJOINER LINE SIDE YARD SETBACK ELECTRIC METER - - - - EASEMENT O TRAFFIC MANHOLE - - - - - - - - - - - - - - - - - - - - - - PAVEMENT LINE " STORM MANHOLE V _ _ FENCE ~� FIRE HYDRANT - - DITCH �> WATER METER - GAS LINE ; WATER VALVE TELEPHONE LINE (SEE NOTE 14 ON SHEET 301) GAS MARKER ., - WATER LINE �- GAS VALVE -- - - CABLE TV LINE INSTALL A 18F SNOUT ON OUTGOING 12'0 RCP. GAS METER - _ = ELECTRIC LINE 0 CLEANOUT a L OVERHEAD UTILITY LINE INV. IN (12'NS)= 816.35 AIR CONDITIONER _ -- __ - - __ -_- ___ -_= SANITARY SEWER INV. OUT (12'NW)= 816.35 BASKETBALL GOAL W/MANHOLE SUMP EL= 813.83 INV. OUT (8'NS)= 816.06 STORM SEWER (SEE SNOUT DETAIL ON SHEET 700) TREE W /CURB INLET PROPOSED LEGEND 11 ® STORM CURB INLET 0 ASPHALT 0 CONCRETE INSTALL SANITARY SEWER MANHOLE CROSSWALK CONTRACTOR TO FIELD VERIFY ALL POROUS ASPHALT WITH NEENAH CASTING R -1772 OR WALKING PATH FYS FRONT YARD SETBACK SYS SIDE YARD SETBACK D&UE pRAINA5 do UTILITY O CURB STOP - - - - - - - - ASSUMED DRIVE/BLDG LOCATION - - - - - -- RIGHT -OF -WAY LOT LINE - SETBACK LINE - EASEMENT LINE 5 SANITARY SEWER W/MANHOLE �_ -- SANITARY I TS� LATERAL W¶ � Q, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ < STORM SEWER W/IMANHOLE do END SECTION UNDERDRAIN Pw Pw WATER LINE Cam- ws m - WATER SERVICE LINE W/WATER I SANITARY SEWER DATA TABLE STIR. SS -1 STIR. SS-1A STIR. SS -2 STIR. SS -3 INSTALL SANITARY SEWER MANHOLE INSTALL SANITARY SEWER MANHOLE INSTALL SANITARY SEWER MANHOLE CONTRACTOR TO FIELD VERIFY ALL WITH NEENAH CASTING R -1772 OR WITH NEENAH CASTING R -1772 OR WITH NEENAH CASTING R -1772 OR EXISTING INVERT ELEVATIONS. APPROVED EQUAL AND 69 LIFT OF APPROVED EQUAL AND 53 LFT OF APPROVED EQUAL AND 184 LIFT OF PROPOSED 8'0 SANITARY SEWER 8'0 SDR 35 PVC ® 0.40% 8'0 SDR 35 PVC ® 0.40% 8 "0 SDR 35 PVC ® 0.40% TIE -IN SHALL BE CORE DRILLED RIM = 823.25 RIM =82243 RIM =82282 INTO EXISTING MANHOLE INV. IN (8'NE)= 815.92 INV. OUT (8'NW)= 816.13 INV. IN (8'NW)= 815.54 RIM = 821.50 INV. OUT (8'NW)= 815.82 (SEE NOTE 14 ON SHEET 301) INV. OUT (8'NN)= 815.44 PROP. INV. IN (8'NS)= 814.70 (SEE NOTE 14 ON SHEET 301) APPROVED EQUAL AND 12 LFT OF 8'0 HDPE AND 26 LIT OF 1200 RCP 0 0.30% EX. INV. OUT (10'NE)= 814.60 STORM SEWER DATA TABLE STIR. NO. 1 STIR. NO. 2 STIR. NO. 3 INSTALL TYPE 'J' INLET WITH NEENAH INSTALL TYPE 'J' INLET WITH 30' SUMP AND INSTALL TYPE 'J' INLET WITH 30' SUMP AND R- 3287 -10V CASTING OR APPROVED EQUAL NEENAH R- 3287 -10V CASTING OR APPROVED NEENAH R- 3287 -IOV CASTING OR APPROVED AND 163 LFT OF 12'0 RCP ® 0.30% EQUAL AND 22 LFT OF 12'0 RCP ® 0.30% EQUAL AND 74 LFT OF 12'0 RCP ® 0.30% RIM= 821.05 RIM= 820.75 RIM= 819.93 INV. OUT (If-E)= 816.99 INV. IN (12'NW)= 816.50 INV. OUT (12'NSW)= 816.28 a INV. OUT (12'NSE)= 816.50 SUMP EL= 813.68 U SUMP EL= 814.00 STIR. NO.4 STIR. NO. 5 STIR. NO. 6 INSTALL TYPE 'C' STORM MANHOLE WITH 30' INSTALL TYPE 'J' INLET WITH NEENAH INSTALL TYPE 'J' INLET WITH 30' SUMP AND SUMP AND NEENAH R -1772 CASTING OR R- 3287 -10V CASTING OR APPROVED EQUAL NEENAH R- 3287 -10V CASTING OR APPROVED APPROVED EQUAL AND 12 LFT OF 8'0 HDPE AND 26 LIT OF 1200 RCP 0 0.30% EQUAL AND 98 LFT OF 12'0 RCP ® 0.30X UNDERDRAIN A 0.0%. INSTALL A 12R SNOUT RIM= 819.78 INSTALL A 18F SNOUT ON OUTGOING 12'0 RCP. ON OUTGOING 8'0 PIPE INV. OUT (12'NN)= 816.43 RIM = 819.78 RIM =82200 INV. IN (12'NS)= 816.35 INV. IN 12'NNW)= 816.44 INV. OUT (12'NW)= 816.35 INV. IN 12'NNE)= 816.06 SUMP EL= 813.83 INV. OUT (8'NS)= 816.06 (SEE SNOUT DETAIL ON SHEET 700) SUMP EL= 813.5566 Cn 00 o (SEE SNOUT DETAIL ON SHEET 700) STIR. NO. 7 STIR. NO. 8 STIR. NO. 8A INSTALL TYPE 'C' STORM MANHOLE WITH INSTALL STORM MANHOLE TYPE 'C' WITH INSTALL 20 LIFT OF 80 HDPE UNDERDRAIN NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED 0.0% EQUAL AND 30 LFT OF 80 HDPE UNDERDRAIN EQUAL AND 104 LFT OF 12'0 RCP ® 0.27%. U.S. EL= 816.06 00.0% INSTALL ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 816.06 RIM = 822.12 RIM = 821.25 CL Q INV. IN (182 NE)= 816.06 INV. IN (8' -W)= 816.06 0 INV. OUT (8--S)=816.06 INV. OUT (12'-E)=816.06 w (SEE OUTLET STRUCTURE DETAIL -SHEET 504) STIR. NO. 8B STIR. NO. 9 STIR. NO. 10 INSTALL A TOTAL OF 202 LFT OF 800 HDPE INSTALL TYPE 'C' STORM MANHOLE WITH 30' INSTALL TYPE 'C' STORM MANHOLE WITH UNDERDRAIN ® 0.0% AND A TOTAL OF 60 LFT SUMP AND NEENAH R -1714 CASTING OR NEENAH R -1772 CASTING OR APPROVED OF 8'0 SDR 35 PVC ® 0.0% APPROVED EQUAL AND 27 LFT OF 12'0 RCP 0 EQUAL AND 12 LFT OF 8'0 HDPE UNDERDRAIN U.S. EL- 816.06 0.27%. 00.0% D.S. EL= 816.06 RIM= 819.15 RIM =82280 (SEE DETAIL -SHEET 502) INV. IN (12'NW)= 815.78 INV. OUT (8'NS)= 819.69 INV. OUT (12'NNE)=815.78 D.S. EL = 815.71 00 Q SUMP EL= 813.28 STIR. NO. 11 STIR. NO. 11A STIR. NO. 11 B INSTALL TYPE 'A' INLET WITH NEENAH INSTALL 10 LFT OF 8'0 HDPE UNDERDRAIN ® INSTALL A TOTAL OF 186 LFT OF 8'0 HDPE R- 1878 -A5L CASTING OR APPROVED EQUAL 0.0% UNDERDRAIN ® 0.0% AND A TOTAL OF 67 LFT AND 9 LFT OF 12'0 RCP ® 0.50%. INSTALL U.S. EL= 819.69 OF 8'0 SDR 35 PVC A 0.0% ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 819.69 U.S. EL= 819.69 RIM =82252 D.S. EL= 819.69 INV. IN 8'NN = 819.69 (SEE DETAIL - SHEET 503) INV. IN 8'-E)= 819.69 INV. OUT (12'NS)= 819.69 (SEE OUTLET STRUCTURE DETAIL -SHEET 504) STIR. NO. 12 STIR. NO. 13 STIR. NO. 14 INSTALL TYPE 'C' STORM MANHOLE WITH 30' CONTRACTOR TO PRESERVE AND PROTECT CONTRACTOR TO PRESERVE AND PROTECT SUMP AND NEENAH R -1714 CASTING OR EXISTING STORM SEWER INLET STRUCTURE EXISTING STORM SEWER INLET STRUCTURE APPROVED EQUAL AND 124 LIT OF 12'0 RCP DURING ASPHALT AND CURB REMOVAL DURING ASPHALT AND CURB REMOVAL % AND ONE (1) CONCRETE END SECTION. % 0 1.08 A O. ACTIVITIES. REPLACE EXISTING CASTING WITH A ACTIVITIES. REPLACE EXISTING CASTING WITH A RIM =8 NEENAH R- 3362 -L CASTING OR APPROVED NEENAH R- 3362 -L CASTING OR APPROVED INV. IN (12'NN)= 81819.64 EQUAL PROPOSED 12'0 STORM SEWER TIE -IN EQUAL INV. OUT (12'NW 34 SHALL BE CORE DRILLED INTO EXISTING EX. RIM = 818.93 SUMP EL= 816.84 D.S. El-=818.00 STRUCTURE RIM= 818.24 O PROP. PROP. INV. IN (12 "-SW)= 815.71 EX. INV. OUT (12'NE)= 815.70 NOTE: '� OR SHALL FIELD VERIFY ALL ELEVATIONS ASSOCIATED WITH EXISTING STRUCTURES AND REPORT ANY CONFLICTS TO ENGINEER. 2 ALL CASTINGS ARE TO BE NPDES PHASE II COMPLIANT. CASTINGS SHALL BE MANUFACTURED WITH A STATEMENT SAYING: 'DUMP NO WASTE, DRAINS TO RIVER' IN V RAISED LETTERS. NOTE: NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND" PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 1MTHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. "IT'S THE LAW" CALL z WOWNG DAYS BEFORE You DIG 1- 800 - 382 -5544 CALL TOLL TREE C a� �1 h ago r �v� M Ln E F° w Q N A� \ o z w =5 U) Q - W Q - cn Z "11// 0 w Ne Q a z> U Q 0 ®.. U w 'Z >= Z O J � cw U) w o W z c� Cn 00 o 0 01 U V 0 N ' N J CL Q 6 z 0 0 \ o or0 Q - W Q - cn "11// /,,,, - PROF CE I I ( I I CD C) CD U a • I I • I • I I D I( I I m N • N \ -77 O mammmammom �� 301 'Z cw c` i O O V Q �-- w w M 00 Q W Q z o CL ° LlLJ O O Z J U Z W N w F d U N F Z O N Q 5 w LLJ CD _ Q w Z N LLJ W CD ¢ O • W O F ::I 5 W Z W W N M W ZE � U Q D Z Q LL. Q LLJ O N ~ Z �7_ O N U5 Lu v 5 w O, LLJ 3 a N 0 w w O LLJ 5 to Z v w LLI � U IZ w Z °w N 5 N • N \ -77 O mammmammom �� 301 X 0 00 C) C) U) 0 :5 CN 0 V) Z _J n U 0 0 U n C_ 2 U AM N 500' Iwo, - - - - - - - - - - - - - - — — — ---------------------------------------------------- 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 1 ■ 136th STREET MAINTENANCE OF TRAFFIC PLAN SCALE: 1" = 20' kKu— I V) L b]L"ALF, L;Lubtu b'LiN; 20' MIN. R9-9) ---------- ----- ---- SPACING_-(TYPr-- �_ 1000 T , — — — — — — — — — — — — -- — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — -= — — — — — — — — — — — — — — — — MOM - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7— — — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — --- — -- — — — — — — — — — — — -- — — ----- a— ,------- __-- - - - -_— — __ - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — __-- _- - - - - -- — — — 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 'SHOULDER W=* SIGN (W21-5) 'END ROAD WORK' SIGN (G20-2) 1st AVENUE NW MAINTENANCE OF TRAFFIC PLAN M511 SCALE: 1" = 20' V t -7 NORTH N FLAGMEN STANDARDS AND PROCEDURES IF FLAGGERS ARE TO BE USED THEY MUST BE PROPERLY TRAINED AND EQUIPPED AT ALL TIMES. ***ONLY STOP/SLOW PADDLES ARE ALLOWED WHILE FLAGGING ON STATE RIGHT—OF—WAY*** T STO 1, 0 (III 7/TM y O F TO ALERT AND k SLOW TRAFFIC ACCEPTABLE CHANNELING DEVICES 1. STRIPES ON THE BARRICADE SHALL HAVE A DOWNWARD SLOPE OF 45 DEGREES TOWARD THE DIRECTION TRAFFIC IS TO PASS. 2. BARRICADE RAIL SLOPE WIDTHS SHALL BE 6 INCHES EXCEPT WHERE THE RAIL LENGTHS ARE LESS THAN 36 INCHES, THEN 4 INCH WIDE STRIPS MAY BE USED. 3. THE SIDES OF THE BARRICADES FACING TRAFFIC SHALL HAVE REFLECTIVE RAIL FACES. 4. ALL CHANNELIZING DEVICES SHOULD MEET NATIONAL HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 CRASH TEST REQUIREMENTS. 5. 20 FT. MAXIMUM SPACING OF CHANNELIZING DEVICES ON 2 LANE ROADS. 6. 40 FT. MAXIMUM SPACING OF CHANNELIZING DEVICES ON 4+ LANE ROADS. TYPE 713" CONSTRUCTION WARNING LIGHTS REQUIRED ON ROAD CLOSURE SIGN ASSEMBLY. y48*x48* SIGN F5 a_ 4'x WOOD POST U) f Fy UJ Z e =5 00 SANDBAGS REQ -Al FOR STABIL11 Oo Z> 0 20x4* BRACING — — — — — — — — — — — — — Z 0 W C) 0 LI..I W z C) M 0 U) 0 t -------------- J co o U) co 0 0 �-- U �_ -C (D cy) C14 _J 6 M N FLAGMEN STANDARDS AND PROCEDURES IF FLAGGERS ARE TO BE USED THEY MUST BE PROPERLY TRAINED AND EQUIPPED AT ALL TIMES. ***ONLY STOP/SLOW PADDLES ARE ALLOWED WHILE FLAGGING ON STATE RIGHT—OF—WAY*** T STO 1, 0 (III 7/TM y O F TO ALERT AND k SLOW TRAFFIC ACCEPTABLE CHANNELING DEVICES 1. STRIPES ON THE BARRICADE SHALL HAVE A DOWNWARD SLOPE OF 45 DEGREES TOWARD THE DIRECTION TRAFFIC IS TO PASS. 2. BARRICADE RAIL SLOPE WIDTHS SHALL BE 6 INCHES EXCEPT WHERE THE RAIL LENGTHS ARE LESS THAN 36 INCHES, THEN 4 INCH WIDE STRIPS MAY BE USED. 3. THE SIDES OF THE BARRICADES FACING TRAFFIC SHALL HAVE REFLECTIVE RAIL FACES. 4. ALL CHANNELIZING DEVICES SHOULD MEET NATIONAL HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 CRASH TEST REQUIREMENTS. 5. 20 FT. MAXIMUM SPACING OF CHANNELIZING DEVICES ON 2 LANE ROADS. 6. 40 FT. MAXIMUM SPACING OF CHANNELIZING DEVICES ON 4+ LANE ROADS. TYPE 713" CONSTRUCTION WARNING LIGHTS REQUIRED ON ROAD CLOSURE SIGN ASSEMBLY. L _U I Edge of f Traffic Lane I PLACEMENT OF CHANNELIZING DEVICES NOT TO SCALE ; BRACE TO BE OMITTED N USED WITH TYPE III BARRICADE ACT "r AT TTV%JU FRONT VIEW SIDE VIEW TYPICAL SIGN STANDARD AND ROAD CLOSURE SIGN ASSEMBLY NOT TO SCALE Reflectorized Sheeting V-6* Min. Type C CT_ Light O ORWE CG MOM co ih VYFM ca DRUM NOT TO SCALE . NO EARTHWORK DHnISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. Notes: 1. The maximum distance between the edges of adjacent reflective strips shall be 2in. 2. It is not necessary to delineate a drop—off of 3 in. or less adjacent to active travel lanes. Mere channellizing devices are used to delineate drop—offs of 3 in. or less adjacent to active travel lanes, at least 33 in. of the device shall be above the adjoining pavement surface. Mere channellizing devices are used to delineate a drop—off greater than 3 in. adjacent to active travel lanes, at least 27 in. of the device shall be above the adjoining pavement surface and a Type C warning light shall be attached to the top of the device (on the pavement side). In no case shall more than 9 in. of the device be below the adjoining pavement surface. WORK (W21-5) 500 FEET (W16-2) RIGHT U817AIJ (W21-5A) (W21-5B) (W20-4) IEND SIDEWALK TOAD WORKI CLOSED (G20-2) (R9-9) TRAFFIC SIGN INDEX MAINTENANCE OF TRAFFIC NOTES: 1. CONTRACTOR SHALL CONDUCT ALL ROAD CONSTRUCTION AND SURFACING OPERATIONS WHILE MAINTAINING TRAFFIC. CONTRACTOR SHALL UTILIZE FLAGGERS AS NECESSARY (AS SHOWN ON THIS PLAN) DURING CONSTRUCTION OPERATIONS. CONSTRUCTION SHALL BE SEQUENCED SO THAT TWO—WAY TRAFFIC CAN BE MAINTAINED AT ALL TIMES. 2. ALL CONSTRUCTION NECESSITATING FLAGGERS AND LANE CLOSURES SHALL BE COMPLETED FOR ONE SIDE OF ROAD BEFORE BEGINNING CONSTRUCTION ON OPPOSITE SIDE OF ROAD. SIMULTANEOUS LANE CLOSURES ON 136TH STREET & 1ST AVENUE N.W. SHALL NOT BE ALLOWED. 3. ALL CONSTRUCTION TRAFFIC CONTROL MEASURES SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.' (W20-7A) SWWMX CLOM ' P I USE OTHER SM (R9-10) HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CAL 2 WMaW DAYS BUM YOU N 1-800-382-5544 CALL M RH PER MANA STATE LAW 6-69-10. IT IS AGAIM THE LAW TO EXCAVATE WTIMT NOTFM THE UNDERUMM LOCATION SERVICE M (2) WMW DAYS BEFORE COMMMING WOW, CN cU M MW E ig i5 LU LJ y48*x48* SIGN F5 a_ 4'x WOOD POST 4� L5 0 Z. _J LLJ Fy UJ Z e =5 Cn SANDBAGS REQ PROF FOR STABIL11 Oo Z> C-) 20x4* BRACING L _U I Edge of f Traffic Lane I PLACEMENT OF CHANNELIZING DEVICES NOT TO SCALE ; BRACE TO BE OMITTED N USED WITH TYPE III BARRICADE ACT "r AT TTV%JU FRONT VIEW SIDE VIEW TYPICAL SIGN STANDARD AND ROAD CLOSURE SIGN ASSEMBLY NOT TO SCALE Reflectorized Sheeting V-6* Min. Type C CT_ Light O ORWE CG MOM co ih VYFM ca DRUM NOT TO SCALE . NO EARTHWORK DHnISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. Notes: 1. The maximum distance between the edges of adjacent reflective strips shall be 2in. 2. It is not necessary to delineate a drop—off of 3 in. or less adjacent to active travel lanes. Mere channellizing devices are used to delineate drop—offs of 3 in. or less adjacent to active travel lanes, at least 33 in. of the device shall be above the adjoining pavement surface. Mere channellizing devices are used to delineate a drop—off greater than 3 in. adjacent to active travel lanes, at least 27 in. of the device shall be above the adjoining pavement surface and a Type C warning light shall be attached to the top of the device (on the pavement side). In no case shall more than 9 in. of the device be below the adjoining pavement surface. WORK (W21-5) 500 FEET (W16-2) RIGHT U817AIJ (W21-5A) (W21-5B) (W20-4) IEND SIDEWALK TOAD WORKI CLOSED (G20-2) (R9-9) TRAFFIC SIGN INDEX MAINTENANCE OF TRAFFIC NOTES: 1. CONTRACTOR SHALL CONDUCT ALL ROAD CONSTRUCTION AND SURFACING OPERATIONS WHILE MAINTAINING TRAFFIC. CONTRACTOR SHALL UTILIZE FLAGGERS AS NECESSARY (AS SHOWN ON THIS PLAN) DURING CONSTRUCTION OPERATIONS. CONSTRUCTION SHALL BE SEQUENCED SO THAT TWO—WAY TRAFFIC CAN BE MAINTAINED AT ALL TIMES. 2. ALL CONSTRUCTION NECESSITATING FLAGGERS AND LANE CLOSURES SHALL BE COMPLETED FOR ONE SIDE OF ROAD BEFORE BEGINNING CONSTRUCTION ON OPPOSITE SIDE OF ROAD. SIMULTANEOUS LANE CLOSURES ON 136TH STREET & 1ST AVENUE N.W. SHALL NOT BE ALLOWED. 3. ALL CONSTRUCTION TRAFFIC CONTROL MEASURES SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.' (W20-7A) SWWMX CLOM ' P I USE OTHER SM (R9-10) HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CAL 2 WMaW DAYS BUM YOU N 1-800-382-5544 CALL M RH PER MANA STATE LAW 6-69-10. IT IS AGAIM THE LAW TO EXCAVATE WTIMT NOTFM THE UNDERUMM LOCATION SERVICE M (2) WMW DAYS BEFORE COMMMING WOW, CN cU M MW E ig i5 LU LJ =5 IC-5 1 = C) 5 1 -5 1 -5 Q Q l a l __�l --D _711 . I - I - I - I - 12 12 1 �m M>- -J Cy) LL. 4� L5 0 Z. _J LLJ U*J UJ =5 ...... ........... z PROF Oo Z> LLJ le U LLJ Z 0 W C) LI..I W z C) M 0 U) W J co o LLJ V) LLJ co 0 0 �-- U �_ C) C14 C14 _J 6 M =5 IC-5 1 = C) 5 1 -5 1 -5 Q Q l a l __�l --D _711 . I - I - I - I - 12 12 1 �m M>- -J Cy) LL. 4� L5 0 Z. _J LLJ U*J 0 C) in ...... ........... ........ . PROF =5 IC-5 1 = C) 5 1 -5 1 -5 Q Q l a l __�l --D _711 . I - I - I - I - 12 12 1 �m M>- "I to CO CD CD M I co I f-, I 'D I Lo I -d- I ro N C5 SHEET 302 f 2 U*J w W 0 0 LLJ LJLJ 00 ir �2 LA_ LLJ 0 Q C> _J Q CL L LI CL Q (n Cn LL_ 0 LLJ C) W LLJ OW LU C> Z 0 CD LLJ LJ W _J Lj LLJ Q W =E C.D LY3 U CL M < L_ < LLI 0 U) �= : C) N _J LU W OF C= LJ LLI CL (n Q: (n M = 6 LLJ U) 0 LLJ _J N ir- 5- LU LU Cn = :E M C> C> Ca W N S2 "I to CO CD CD M I co I f-, I 'D I Lo I -d- I ro N C5 SHEET 302 X 0 u 0 n N N I`r? N N O N r� N 0; 0 z n Q 0' CU O O U) z Q o_ i v Q u i s 0 U �J Qi 0 S QJ 0 U o_ L 2 cl Q 192 North line NE/ 821.25 88'54'52 "W 122.69' -__ 20 D.U. Ic S.E. - - - - - -- � - - -- -- Bethenridge Bethenridge - - - - - - L LOT 1 OT 2 Instr. 9131665 Instr. 9131665 P.C. 1, slide 201 P.C. 1, slide 201 - _ - Bethenridge LOT 3 [Dunkerley] Instr. 9131665 - P.C. 1, slide 201 0 � � I 1 EXISTING LEGEND 11 POWERPOLE °_$-- _- �_� -' -'- _� -_ -- CONTOURS POWERPOLE W /RISER PROPERTY LINE POWERPOLE W /LIGHT SECTION LINE = STREET LIGHT - - — - - — - - RIGHT -OF -WAY - GUY WIRE — -- ADJOINER LINE _ ELECTRIC METER z EASEMENT TRAFFIC MANHOLE - - - - - - - __ - - -- -- _ - - - PAVEMENT LINE STORM MANHOLE - - -- ___ -- - - -___- -_ -- FENCE FIRE HYDRANT - -- -- -- - - - -- _ -- DITCH WATER METER - _ - - - -- GAS LINE WATER VALVE - - - -- - -- _ - _ - -- TELEPHONE LINE GAS MARKER - -- - -- - - -- _ WATER LINE GAS VALVE - - - - - -- CABLE TV LINE GAS METER -- - - - - -- -- -- = - - ELECTRIC LJNE _ CLEANOUT - - -- _ - _ _- - - OVERHEAD UTILITY LINE AIR CONDITIONER - - - - - - SANITARY SEWER NTH CLEANOUT W/MANHOLE _ BASKETBALL GOAL a ■ ■ ■ ■ ■ ■ ■ o ■ ■ ■ �] STORM WIAANHOLE STORM SEWER 0 W /CURB INLET TREE — — — — — UNDEIMN PROPOSED LEGEND ® STORM CURB INLET CONTOURS GRADE BREAK ASPHALT - - - - - - - - ASSUMED DRIVE/BI.DG LOCATION 0.6 TO 0.0' IN 6 LFT. a` CONCRETE — - - — - - — RIGHT- OF-WAY MINIMUM FLOOD PROTECTION GRADE M.L.A.G. CROSSWALK LOT LINE EMERGENCY FLOOD ROUTING � DRAINAGE FLOW - — — — - SETBACK LINE Cn POROUS ASPHALT - - - - - - EASEMENT LINE lujip .J WALKING PATH S SANITARY SEWER W/MANHOLE FYS FRONT YARD SETBACK SANITARY SEWER LATERAL o-- pa — �` — ` SYS SIDE YARD SETBACK NTH CLEANOUT D&UE PRAT & & UTILITY a ■ ■ ■ ■ ■ ■ ■ o ■ ■ ■ �] STORM WIAANHOLE �- 0 O CURB STOP — — — — — UNDEIMN Pw Pw WATER LINE r- N J �— Pw5 PWS WATER SERVICE LINE W/WATER M BENCHMARK INFORMATION BM #1 #1 FIRM MAP TBM 'RM 207 -3* CROSS CUT ON TOP OF NORTH END OF 6.5' CMP NORTH OF 136TH STREET AT LITTLE COOL CREEK ELEVATION = 811.38 (NGVD - 1929) TBM ,j MONON PEDESTRIAN CROSSING SIGNAL POLE WITH TBM ON BASE ELEVATION = 818.69 (NGVD - 1929) FIRE- HYDRANT AT SE CORNER 1ST AND 136TH ST. ELEVATION = 821.35 (NGVD - 1929) GRADING NOTES 1. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS IN FINAL GRADING OF SITE. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT TO DETERMINE PROPER FOUNDATION EXPOSURE FOR EACH BUILDING TYPE, HOWEVER, IN NO INSTANCE SHALL DRAINAGE TOWARDS THE BUILDING FOUNDATION BE ALLOWED. 2. MINIMUM FLOOD PROTECTION GRADE - MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 -YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. 3. MINIMUM LOWEST ADJACENT GRADE - THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL). 4. MINIMUM FINISH FLOOR GRADE SHALL BE 15" ABOVE ADJACENT ROADWAY /ALLEY ELEVATIONS. 5. CONTRACTOR SHALL NOT ENCROACH INTO COMMON AREAS WHEN OVERDIGGING FOR FOUNDATION. 6. IN THE EVENT CONTRACTOR ENCOUNTERS GRAVEL /SAND WITHIN THE LIMITS OF THE BUILDING FOUNDATION, THE CONTRACTOR SHALL REMOVE AS MUCH OF THE IN -SITU MATERIAL AND BACKFILL WITH CLAY SOILS. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. GRADING LEGEND 11 X_ 860.00 TOP OF CURB 859.50 EDGE OF PAVEMENT PROPOSED ELEVATIONS 860.00 FINISH GRADE 860760 * PROPOSED ELEVATIONS 859.50 860.00 * (TO BE FIELD VERIFIED) F.P.G. = 810.70 FINISH PAD GRADE - - - - -- GRADE BREAK CURB HEIGHT TO TAPER FROM O • :� 0.6 TO 0.0' IN 6 LFT. F.P.G. FINISH PAD GRADE M.F.P.G. MINIMUM FLOOD PROTECTION GRADE M.L.A.G. MINIMUM LOWEST ADJACENT GRADE EMER EMERGENCY FLOOD ROUTING � DRAINAGE FLOW T. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEF0IRE YW DIG 1- 800 - 382 -5544 Q u. TOIL na PER NDIANA STATE LAW IS- 69-10. R IS AGANST Tlf LAW M EXCAVATE WIMT NOTFING T}E UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMk11NCIING WORT(. C a� O °o� O U� W Q ^ N �.. z O O z w p w LLI U =, CL O • :� U F— O O.d W _: Q 0 N W �� zU O 1�_ � 0 Cn lujip .J w W ca p w p O U �- 0 0 N ' r- N J Q 6 z m o � Q p I� 2i 3� O • :� LL. OA'. F— O O.d W _: Q 0 N �� P R01 I� N � � re) � CO oho � N \ O p cn 1001^ I'D ILo 1 -.0-1MIcq SHEET 400 W W 0 Q U w z =E w m Q Ix \ Q N O I-- Z W O LLI p Z O O Z O J V w :f] a °. P a. U Z p O za o v, 5 W =E Z U L N U LLJ Z W Z W c.D Z O d W c> Z 5 J W Z W � Q LLj N ac � U a p Q W Z Q O N Z O N 1: W _ 5 w p, w w 3 LLI a N W Z O W N O Z U W(/) W U a. w z g p LLJ N S w N � � re) � CO oho � N \ O p cn 1001^ I'D ILo 1 -.0-1MIcq SHEET 400 x O C� t\ N N O N M N rn (L (1 n Q CJ tY O O / u> Z Q n c) Q u J) O n c; 0 s O u s 0 3 0 Q i Q la EXISTING LEGEND 11 POWERPOLE CONTOURS -- POWERPOLE W/RISER PROPERTY LINE - POWERPOLE W/IJGHT SECTION LINE - STREET LIGHT - - - - - - RIGHT- OF-WAY GUY WIRE — — ADJOINER LINE ELECTRIC METER EASEMENT TRAFFIC MANHOLE _ - - -- PAVEMENT LINE STORM MANHOLE - FENCE FIRE HYDRANT DITCH WATER METER GAS LINE WATER VALVE TELEPHONE LINE GAS MARKER -- - WATER LINE GAS VALVE - CABLE TV LINE GAS METER ELECTRIC LINE CLEANOUT OVERHEAD UTILITY LINE AIR CONDITIONER - _- SANITARY SEWER BASKETBALL GOAL W/MANHOLE RR At5 & UTILITY STORM SEWER TREE W /CURB INLET PROPOSED LEGEND 11 ® STORM CURB INLET CONTOURS 0 ASPHALT - - - - - - - - ASSUMED DRIVE/$M LOCATION LJ Q cn d O� CONCRETE — - - - - — RIGHT- OF-WAY a 2 CROSSWALK LOT LINE Q POROUS ASPHALT - — — — - SETBACK LINE /i WALKING PATH - - - - - - EASEMENT LINE U 5 - - SANITARY SEWER W/MANHOLE FYS FRONT YARD SETBACK �- m— m— SANITARY SEWER LATERAL SYS SIDE YARD SETBACK WITH CLEANOUT D&UE RR At5 & UTILITY a ........... q STORM SEINER W/MANHOLE tn�t�EENN do END SECTION O CURB STOP — — — — UNDERDRAM aw Iw WATER LINE p W Z C� =E �- Pws m — WATER SERVICE LINE W/WATER METEJ 2' PROPOSED TRAVEL LANE 12' ^ C1 PROPOSED TRAVEL LANE 5' 12' 2 5 WALK 2' PROFILE GRADE LINE 'A' _ 2-0% .2.0%- C1 PROPOSED WATER LINE TYPICAL SECTION SCALE 1' = 4' 2.50' --� U S PROPOSED SANITARY SEWER um. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WDRIQNG DAYS BEFORE YW DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE W LMT NOT>FYING THE uric OUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COf,IiE W WORK. C cC �= O w C ,sU 4E� Fad w cu N A� A LLJ • I I I I I C I Q I U I u I Q I I I I I p l p l p l p l m lzi o i— O 0 O LJ Q cn d O� 2 p w i a 2 U Q 0 U W w Z W 0 J o C) U) W p W Z C� =E D D 0 O U 0 N U ' N J 0 z Q 0 0 • I I I I I C I Q I U I u I Q I I I I I p l p l p l p l m o i— O Q — O LJ Q cn d O� P • I I I I I C I Q I U I u I Q I I I I I p l p l p l p l m 00 N t0 O ON c\ p c"IcoIr- t°I�I�I oINI ^IZ SHEET 500 W W C) =E O O (� U J W � � cy c a U N ~ Q O L.L- Z W O m p Z O :m O U Z J U Z W V) W W F Q U En :3 r= p WO Z O W U W En W 0 En Z W Z c W CD C.7 Q O - d = F =J 5 z w w w Q w w Z Ix ::3 U ( Z Q w Q O N Z N F- _ N W U 5 w 3 c 3 Ix a N N W O W O 5 Z u W N uj U a N =3 m O W z g 0 Li N Lu N — 5 Lu 00 N t0 O ON c\ p c"IcoIr- t°I�I�I oINI ^IZ SHEET 500 O O O r LOT 10 10' a - I = L i UE FW PW tl COMMON AREA 7ASTR. SS -2 LOT 11 O O r r LOT 8 - LOT 7 p i I — ` O 420"11 Y SEWER L 1 LOT 2 — EXISTING PROFILf 0 STR. SS -1 ; 5 825 SANITARY SEWER ; RIM= 823.25 - - ! - STR. SS -1A ! — — 825 RIM = 822.82 r G PATH STORM MANHOLE r- RIM= 822.43 LOT 11 —DITCH STING PROFILE 0 r r - -- -. -- —GAS LINE - - - - - -- - - - - -- - -- WATER VALVE - - -- - -- - -- - -- TELEPHONE LINE DacUE i O - 100 WATER SERVICE - - - Z - t> � ! a� 820 - - RN;- CO HDPE — — INV.N819.85 - - STR. N0. 7 -- —— — - - 1 "0 WATER SERVICE - — - - i - - 820 LOT 9 7th STREET N.W. - - - - -- ---- - - -__= STORM SEWER _— TREE t MINIMUM - _ -- STR. SS STR. SS -1Ag - f - 69 LFT OF 8 "0 SDR 35 PVC ® 0.40% ' j -- — _ 815 _ — — — ° — — _ _ _ -- — - ' 53 LFT OF 8 "� SDR 35 PVC ® 0.40 - - ' - 815 5 : i INV. OUT (W)= 816.13 - ! - - tl �� Via. tl (_ :INV. OUT (E)= 815.92 INV. IN (W)= 815.54 - _.� - 3 I �� 810 805 805 �, = LOT 8 •- 800 o "' So _ O - - M- _ — N iN — — : LOT 6 F -r - I� I LOT 5 00 00 — j 00 00 co ONO OD ONO ,N __ � OO LOT 3 I O HORZ. SCALE: 20' - - - - - p i VERT. SCALE: 5' - i : _PROPOSED PROFILE _- - O 420"11 Y SEWER L STR. SS -2 — EXISTING PROFILf 0 STR. SS -1 ; 5 825 SANITARY SEWER ; RIM= 823.25 - - ! - STR. SS -1A ! — — 825 RIM = 822.82 r G PATH STORM MANHOLE r- RIM= 822.43 LOT 11 —DITCH STING PROFILE 0 WATER METER -- _ - -- -. -- —GAS LINE - - - - - -- - - - - -- - -- WATER VALVE - - -- - -- - -- - -- TELEPHONE LINE DacUE i O - 100 WATER SERVICE - - - Z - t> � ! a� 820 - - q� { f.( _ _ .saw- CO HDPE — — INV.N819.85 - - =E -- —— — - - 1 "0 WATER SERVICE - — - - i - - 820 LOT 9 - 8 "0 PVC - - - 6 0 HDPE - - -- ; INV. - 819.81 i __ INV.-819.69 ! - - MAINTAIN 18" - - - - -- ---- - - -__= STORM SEWER _— TREE t MINIMUM - _ -- ---- __ SEPARATION - j - f - 69 LFT OF 8 "0 SDR 35 PVC ® 0.40% ' j -- — _ 815 _ — — — ° — — _ _ _ -- — - ' 53 LFT OF 8 "� SDR 35 PVC ® 0.40 - - ' - 815 : i INV. OUT (W)= 816.13 - ! - - STR. SS -2 -- - IN - INV. (W)= 815.82 INV. OUT (N)= 815.44 - _ (_ :INV. OUT (E)= 815.92 INV. IN (W)= 815.54 - _.� - 810 ��, _3 — — — — ! 810 805 805 LOT 8 _ 800 o "' co - co `" aN �; �; i� — — N N t n1 N : n1 _ O - - M- _ — N iN — — : 800 OND 00 00 — j 00 00 co ONO OD ONO ,N __ � OO 10 +00 11 +00 O HORZ. SCALE: 20' p i O _ _- - O - L - — - - — - - RIGHT -OF -WAY VERT. SCALE: 5 — ADJOINER LINE t - - - - ®EASEMENT - — — — - SETBACK LINE - _- - - - - r G PATH STORM MANHOLE r- - LOT 11 —DITCH STING PROFILE 0 WATER METER -- _ - -- -. -- —GAS LINE - - - - - -- - - - - -- - -- WATER VALVE - - -- - -- - -- - -- TELEPHONE LINE DacUE i O - GAS VALVE - - - _ . - - - -- - -- CABLE TV LINE Z - t> � ! a� —r.ms �s —.,8— S � . � l _ q� { f.( _ _ .saw- COMMON =E LOT 10 I = t LOT 9 - . --- - - - - -- ---- - - -__= STORM SEWER _— TREE AREA _ -- M - j - f - SS -3 - STR. SS -2 I _ (_ - _.� ��, _3 I� LOT 8 _ CD r I W W 820 — - N — — -- — i — — — G — — 820 — PSL — O U Z ►�`7� � I HORZ. SCALE: 20' ST R. SS -2 i -- —� PROPERTY LINE _ _- - } - - - - . -- - - - - -- - - - - - -- - - -- - - - STREET LIGHT - - — - - — - - RIGHT -OF -WAY VERT. SCALE: 5 — ADJOINER LINE t - - - - ®EASEMENT - — — — - SETBACK LINE - _- - - - - - - - - - - - - - - - - - - - - - PAVEMENT LINE G PATH STORM MANHOLE - - - ; -- - - —DITCH STING PROFILE 0 WATER METER -- _ - -- -. -- —GAS LINE - - - - - -- - - - - -- - -- WATER VALVE - - -- - -- - -- - -- TELEPHONE LINE DacUE i O - GAS VALVE - - - _ . - - - -- - -- CABLE TV LINE Z - t> � ! a� —r.ms �s —.,8— S � . � l _ q� { f.( _ _ .saw- K1 {t �rAw�r. • � � =E - � > -_ = t W/MANHOLE . --- - - - - -- ---- - - -__= STORM SEWER TREE 825 _ -- M - j f - SS -3 - - s - ' RIM 821.50 - I I� LOT 8 ►�`7� � I 15 +UU 16 +00 GENERAL NOTES 1. FOR UTILITY INSTALLATIONS UNDER 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 CONDUIT OR DUCT BANK SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 25 FEE, IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 2 EXISTING UTILITY SIZE AND MATERIAL INFORMATION SHOWN ON THESE PLANS ARE PER THE BEST GRAPHICAL AND VISIBLE INFORMATION AVAILABLE. CONFLICTS MAY EXIST AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL SIZING AND MATERIAL INFORMATION PROVIDED. IF ACTUAL CONDITIONS DIFFER FROM THAT INFORMATION SHOWN ON THE PLANS, THE CONTRACTOR SHALL, PRIOR TO THE INSTALLATION OF ANY PROPOSED INFRASTRUCTURE, NOTIFY THE DESIGN ENGINEER IMMEDIATELY. 1 EXISTING LEGEND HORZ. SCALE: 20' ST R. SS -2 POWERPOLE W/RISER -- -- —� PROPERTY LINE _ _- - } - - - - . -- - - - - -- - - - - - -- - - -- - - - STREET LIGHT - - — - - — - - RIGHT -OF -WAY VERT. SCALE: 5 — ADJOINER LINE t - - - - ®EASEMENT - — — — - SETBACK LINE - _- - - - - - - - - - - - - - - - - - - - - - PAVEMENT LINE G PATH STORM MANHOLE - - - ; -- - - —DITCH STING PROFILE 0 WATER METER -- _ - -- -. -- —GAS LINE - - - - - -- - - - - -- - -- WATER VALVE - - -- - -- - -- - -- TELEPHONE LINE DacUE STR. SS -2 - - - GAS VALVE - - - _ . - - - -- - -- CABLE TV LINE -- ANITARY SEWER _ i - -- - -- -- -- - - - - - - -- - r - - - _ - . =E 825 IM =82.82 = BASKETBALL GOAL W/MANHOLE . --- - - - - -- ---- - - -__= STORM SEWER - — - — TREE 825 _ -- M - j f - SS -3 - - s - ' RIM 821.50 - W W 820 — — -- — — -- — i — — — — — 820 O U U WATER iMAINTAIN 18" E - - -- - - - "0 - -- _ - -- - - LINE_ M - MINIMUM -- -- - -•— -- 12 RCP i- -- -- - -- - -- _ INV 816 -- - - -- - ----- : SEPARATION , : - - - - _ - - - .- 91 - - - - - Q 815 — — 184 LFT OF 8 "� SDR 35 PVC ® 0.40% — — - - - -- - - - -— —— �y - — O li i � - INV. OUT (N)= 815.44 - - j - Lu IL SZ �— -aNV IN (S)=814.70 O [yO INV. IN (W)= 815.54 - O C� Z - - - - - U 810 — — - - - uj - - v OUT (E)=814.6 - - EX. IN 0 -- - - $10 Z N Q a i r W W O Z 805 P — — — 805 O Q cn 5 co co i 0 CD i N i cn -- !N _ �,� - N i O - - : co �: . NtN _ i O - - o �t- .d- - C-4 - -- ^�- - - 800 N 00 N co N!N 00 N �� �� coOo - o o - �� - Go - -- 15 +UU 16 +00 GENERAL NOTES 1. FOR UTILITY INSTALLATIONS UNDER 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 CONDUIT OR DUCT BANK SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 25 FEE, IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 2 EXISTING UTILITY SIZE AND MATERIAL INFORMATION SHOWN ON THESE PLANS ARE PER THE BEST GRAPHICAL AND VISIBLE INFORMATION AVAILABLE. CONFLICTS MAY EXIST AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL SIZING AND MATERIAL INFORMATION PROVIDED. IF ACTUAL CONDITIONS DIFFER FROM THAT INFORMATION SHOWN ON THE PLANS, THE CONTRACTOR SHALL, PRIOR TO THE INSTALLATION OF ANY PROPOSED INFRASTRUCTURE, NOTIFY THE DESIGN ENGINEER IMMEDIATELY. 1 EXISTING LEGEND PROPOSED LEGEND 11 POWERPOLE _----- - - - - -- uy °: ------ - - - - -- CONTOURS ST R. SS -2 POWERPOLE W/RISER -- -- —� PROPERTY LINE _ POWERPOLE W/LIGHT SECTION LINE CONCRETE STREET LIGHT - - — - - — - - RIGHT -OF -WAY EXISTING INVERT ELEVATIONS. GUY WIRE — — ADJOINER LINE _ ELECTRIC METER ®EASEMENT - — — — - SETBACK LINE TRAFFIC MANHOLE - - - - - - - - - - - - - - - - - - - - - - PAVEMENT LINE G PATH STORM MANHOLE __ _ FENCE €� =+ FIRE HYDRANT m —DITCH FYS WATER METER -- _ - -- -. -- —GAS LINE SYS WATER VALVE - - -- - -- - -- - -- TELEPHONE LINE DacUE GAS MARKER - -- WATER LINE x_ GAS VALVE - - - _ . - - - -- - -- CABLE TV LINE p GAS METER ELECTRIC LINE _ CLEANOUT - = - -- - -= - OVERHEAD UTILITY LINE =E AIR CONDITIONER SANITARY SEWER = BASKETBALL GOAL W/MANHOLE . --- - - - - -- ---- - - -__= STORM SEWER TREE W /CURB INLET PROPOSED LEGEND 11 SANITARY SEWER DATA TABLE STORM CURB INLET 800 CONTOURS ST R. SS -2 0 ASPHALT - — — — — — — - ASSUMED DRIVE)fBLDG LOCATION INSTALL SANITARY SEWER MANHOLE 0 CONCRETE — - - — - - — RIGHT- OF-WAY WITH NEENAH CASTING R -1772 OR EXISTING INVERT ELEVATIONS. CROSSWALK LOT LINE APPROVED EQUAL AND 184 LFT OF PROPOSED 8 "0 SANITARY SEWER OROU POROUS P S ASPHALT - — — — - SETBACK LINE 8 "0 SDR 35 PVC ® 0.40% TIE -IN SHALL BE CORE DRILLED G PATH — — — — — — EASEMENT LINE RIM = 822.82 INTO EXISTING MANHOLE. INV. IN (8 "NE)= 815.92 S SANITARY SEVER W/MANHOLE FYS FRONT YARD SETBACK INV. OUT (8 "NW)= 815.82 SYS SIDE YARD SETBACK o-- — — SANITARY SEVO LATERAL WITH CLEANOUT DacUE do UTILITY; H m it ® a a 0 um STORM SEWER W/MANHOLE EX. INV. OUT (10 "NE)= 814.60 do END SECTION p CURB STOP UNDERDRAIN WATER LINE =E M WATER SERVICE LINE W/WATER METEI SANITARY SEWER DATA TABLE STR. SS -1 STR. SS -1 A ST R. SS -2 STR. SS _ 3 INSTALL SANITARY SEWER MANHOLE INSTALL SANITARY SEWER MANHOLE INSTALL SANITARY SEWER MANHOLE CONTRACTOR TO FIELD VERIFY ALL WITH NEENAH CASTING R -1772 OR WITH NEENAH CASTING R -1772 OR WITH NEENAH CASTING R -1772 OR EXISTING INVERT ELEVATIONS. APPROVED EQUAL AND 69 LFT OF APPROVED EQUAL AND 53 LFT OF APPROVED EQUAL AND 184 LFT OF PROPOSED 8 "0 SANITARY SEWER 8 00 SDR 35 PVC ® 0.40% 8 "0 SDR 35 PVC ® 0.40% 8 "0 SDR 35 PVC ® 0.40% TIE -IN SHALL BE CORE DRILLED RIM = 823.25 RIM =82243 RIM = 822.82 INTO EXISTING MANHOLE. INV. IN (8 "NE)= 815.92 INV OUT (8 "NW)= 816.13 INV. IN (8 "NW)= 815.54 RIM = 821.50 INV. OUT (8 "NW)= 815.82 (SEE NOTE 14 ON SHEET 301) INV. OUT (8'NN)= 815.44 PROP. INV. IN (8 "NS)= 814.70 (SEE NOTE 14 ON SHEET 301) EX. INV. OUT (10 "NE)= 814.60 1 NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WMONG DAY'S KFORE YOU DI6 1- 800 - 382 -5544 CALL UL ME PER K U M STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITI T NOTIFYING THE uNDERX UM LOCATION SERVICE TWO (2) KffiNG n.vvc w U) z �OZ> 2 U) a U >= �Z � O � < w U) < < O C) coo � U L0 �E� (~ W A� Z I 5 °w w a U Q U I � J � 0 w z c� � w 0 0 0 N N J Q 6 z � m Q 0 0 SHEET -c;n i %, Cy) v> , Ll :W Z OG O LaJ Z � Z � 0 c� .d z cn ° \ -, �•� PR nnienmunuu,i SHEET -c;n i CD � U U a a =E M =E = M f W W O O U U J W ao Q U O li � uj Lu SZ O [yO O C� Z J U uj Z N Q a W W O Z P F 0 O Q cn 5 cn W W En Z UJ z � Z 0 . Q cn W 5 �- W Z w W W N W z U � Z Q � Q O O ~ Z N W v 5 W of 3 a mw N 0 w 0 Lu 5 z v w N ui W U 31 z � 0 N ui En Li N \ O O 00 n (o Lo M N O z SHEET -c;n i X 0 U 0 s A 00 CD cii N N O N N -0 o- n ry 0 U) N O U) Z Q D- Q 0 / 0 C) C. s 0 U / N n t 0 n / U Q / 19-49 0 O O 0 O 0 + + + NRrN 0 o N ° N N - -- -s a ---- -- m---------- - - - - -; --- - - - - -- - -- --- ---- - - - - -- - - -- ------------- - - - - -- --------------------- 136th ST. (SMOKEY ROW RD. OR 8th ST. N.W) SIR. SS -3 i - -�- --- -- -- ---- - -- - -- - - - - - - -- -- -- - -- , - - r,T, 1 !_ !. STR. NO. 2 Wr- - 0 0 - 0 0 000 ° °° LOT 1 AREA I 0 0 0 qt STR. NO. 5 HORZ. SCALE 20 - - - VERT. SCALE: 5' -; - OVER LINE 'STM -B' - - - - - - -- - 825 - - - - - -- - _ -- 825 STR. NO. 7 RIM = 822.12 VERT. SCALE: 5 NG PROFILE - - EXISTI ' - - 'STM -- - ' ; STR. NO. 6 RIM= 819.78 t - - -- - - - - - - - - - - - - --- --`-`\ -� ' STR. N0. 2 - -- - - { 820 - - - OVER UNF -C' , 815 -- - - - - - - - _ 815 STR. NO. 6 - 810 - - - - -- - - - ROPOSED PROFILE - - PROFILE EXISTING . -- 825 - - - 22 LFT OF 12 "0 - i - 820 : :- - 12 LFT OF 8 "0 RCP 0 0.30% - VER LINE STM -A N 0o Lo i Ca - -- - - - N N NjN i - ° 00 col 00 - 00 : co o i 00 - - VER UNE 'STM A STR. NO. 2 - - - - - - 825 - - - _ 74 LI=T OF 12 "0 RCP 0 0.30% i : - - - - - INV. OUT (S)= 816.43 SIR. N0. 1 815 I - INV. IN (NE)= 816.06 - - -- -- 810 - - - - -- - -- - OU S = 816.06 INV. T _ - - - - : RIM= 820.75 - - D.S.= 816.06 - -- - - - - RIM= 821.05 INV. IN (NW)= 816.44 -- Cfl -- + INV. OUT (S)= 816.06 -_ -- SUMP EL --; • _ - r,� ; N -- - - - -- i - 805 = 813.68 - INV. OUT (W)= 816.35 - - --- ------ 810 - - - - - -- - - - 8 - - - - - VER LINE STM -F' W ------ - - - - -- -_- _-- _- -_ - - -- - _-- - - - - -- ---- N - -- 805 820 - - �- - - c ; - G t co -- - - -- - ------ 805 - _--- - - - - -- m Q 163 LFT OF 12 "0 RCP 0 0.30% t - I U - ■ MAINTAIN 18' _ - � - - - 815 815 - +- -------- INV. OUT (E)= 816.99 --------------- � - _ I MINIMUM SEPARATION - INV. IN (W)= 816.50 INV. OUT (SE)= 816.50 - - ( I ; LOT 3 , LLI ■ I i 800 SANITARY ; - I I 6"0 WATER LINE - - Z 0 J U i :- INV. - 814.81 I { U z SUMP EL.= 814.00 ■ U.S.= 816.06 -- - -_ LOT 4 - INV - ' S 816 06 ) -816 06 MAINT N 8' - La - INV. OUT (E)= 816.06 _ STR. NO. 8B - - - - t : - - 810 - - - - - { - - Z - � M � !co i0 - - - ,tD - - ' O - 0 ° - coi00 - - - - 805 805 r- aNO ONO N:N 00!00 N,N ao:co NON co,o0 N N _ - - - 0o 00 M - �y N m ao N;N - ": - co - - 60 LFT OF 8 "0 SDR 20 +00 94 LIFT OF 8 "0 HDPE UNDERDRAIN 21 +00 810 (n 0 0 0 qt STR. NO. 5 40 +00 4-1 +UU 0 0 L0 4t HORZ. SCALE: 20 VERT. SCALE: 5 - - - - - VERT. SCALE: 5' -; - OVER LINE 'STM -B' - - _ - - - - 825 - - - - - EXISTING PROFILE -- PROPOSED , PROFI - - : VER LINE 'STM-El [OVER N ' TM- - - - STR. NO. 4 _ - _ _ ; OVER LINE 'STM -B - - - - - 825 STR. NO. 7 RIM = 822.12 820 NG PROFILE - - EXISTI ' - - 'STM -- - ' ; STR. NO. 6 RIM= 819.78 t - - -- - - - - - - - - - - - - --- --`-`\ -� ' STR. N0. 2 - -- - - { 820 - - - OVER UNF -C' , 815 - IM= 820.75 R i 98 LFT OF 12 "0 RCP 0 0.30% - INV. OUT (W)= 816.35 - INV. IN (E)= 816.06 ; INV. IN (N)= 816.35 INV. IN (N)= 816.06 -- SUMP EL= 813.83 INV. OUT (S)= 816.06 - - - - t - - - - --- - - - - -- -- --------- -- -- - - - - -- 815 STR. NO. 6 - 810 - - - - -- - - 810 - 820 ■ - - - 22 LFT OF 12 "0 - i - 820 : :- - 12 LFT OF 8 "0 RCP 0 0.30% - 805 N 0o Lo i Ca - -- - - - N N NjN i - ° 00 col 00 - 00 : co o i 00 - 805 40 +00 4-1 +UU 0 0 L0 4t 25 +00 0 0 c� HORZ. SCALE: 20' - - PROPOSED PROFI - - - : - -- - - VERT. SCALE: 5' -; - OVER LINE 'STM -B' - - _ - - - - - - - -- - I EXISTING PROFILE - - - - - - - STR. NO. 4 _ - _ _ ; OVER LINE 'STM -B - - - - - 825 825 - - RIM= 822.00 VERT . SCALE: 5 - - - { - NG PROFILE - - EXISTI ' - - 'STM -- - - ' STR. N0. 2 - -- - - { i -- - - _ - - - - - - - OVER UNF -C' , - - IM= 820.75 R STR. NO. 4 _ t - - - - --- - - - - -- -- --------- -- -- - - - - -- t =' STR. NO. 6 - - - - STR. N0. IM =822.0 ' R 0 820 - - - - -- - STR. N0. - --- - - - - -_ ; RIM= 819.93 f - - - 820 ■ - - - 22 LFT OF 12 "0 - i - 820 : :- - 12 LFT OF 8 "0 RCP 0 0.30% - - -, 0 R UN TM -F' i - HDPE ® 0.00 - - - - INV. IN (W)= 816.50 - - ELECTRIC LINE 815 ; : INV. OUT (SE)= 816.50 8 5 - - - _ 74 LI=T OF 12 "0 RCP 0 0.30% i : - - - - - INV. OUT (S)= 816.43 - - - INV. IN (NW)= 816.44 SUMP EL.= 814.00 - 815 I - INV. IN (NE)= 816.06 - - -- -- 810 - - - - -- - -- - OU S = 816.06 INV. T _ - - - - 810 - D.S.= 816.06 - -- - - - W /CURB INLET INV. IN (NW)= 816.44 -- Cfl C) { u ; N Q7 - - INV. OUT (S)= 816.06 -_ -- SUMP EL 805 • _ - r,� ; N -- - - - -- i - 805 25 +00 0 0 c� 30 +00 HORZ. SCALE: 20' - : - - - : - -- - - VERT. SCALE: 5' PROPOSED FRMM - _ - - - - OVER LINE 'STM -C' - -_ - - - - - - - - -- -- - -- - - -- - - - ------ - -- - - - _ PROPOSED PROFl -.- - -- - - 825 VERT . SCALE: 5 - - - { - NG PROFILE - - EXISTI ' - - 'STM -- - 8 5 825 i -- - - _ - - - - - - - OVER UNF -C' , - ■ t STR. NO. 4 _ t - - - - --- - - - - -- -- --------- -- -- - - - - -- t =' STR. NO. 6 - - - - STR. N0. IM =822.0 ' R 0 - - -- - - --� - - -- - -- - -- ------ - - - -- - PROPOSED PROF] - - - - - - - - -- - STR. N0. - --- - - - - -_ ; RIM= 819.93 f - - WATER VALVE - 8 20 ■ . : , ; 820 : :- - - - - -------- - -, 0 R UN TM -F' i - - - - - ELECTRIC LINE _ _ -- - - - RCP 0 0.30 -- r- - -- - - - _ 74 LI=T OF 12 "0 RCP 0 0.30% i : - - - - - INV. OUT (S)= 816.43 I 815 I -1- -- -- 85 - -------------- ------------------ - INV. IN (NE)= 816.06 INV. OUT (SW)= 816.28 - -- - - - W /CURB INLET INV. IN (NW)= 816.44 -- RIM= 821.25 - iI INV. OUT (S)= 816.06 -_ -- SUMP EL ------------ '- . - -- - -'-- - - -- --- = 813.68 - INV. OUT (W)= 816.35 - - --- ------ 810 - - - - - -- - - - 8 - - - - - VER LINE STM -F' W ------ - - - - -- -_- _-- _- -_ - - -- - _-- - - - - -- ---- N - -- 805 -- - w - - �- - - c ; - G t co -- - - -- - ------ 805 30 +00 I� 1 1 11 4 I t1 1 I 0 HORZ. SCALE: 2 � - - - : - -- - - - - - _ - - - - POWERPOLE W/LIGHT - - - - - - - -- -- - -- - - -- - - - ------ - -- - - - _ PROPOSED PROFl -.- - -- - - GUY WIRE - VERT . SCALE: 5 - - - { - - - _ - OVER LINE 'STM -D' - - - - - - - - - - ; - 825 i -- - - _ - - - - - _ -- - -- - ■ t STORM MANHOLE -- F t - - - - --- - - - - -- -- --------- -- -- - - - - -- t =' STR. NO. 6 STR. NO. 7 - - -- - - --� - - -- - -- - -- ------ - - - -- - PROPOSED PROF] - - - - - - - - -- - STR. N0. - - - - -- - - -- -- : - - WATER VALVE - - - - - ■ - - - - -- - - -- - - - - -- - - -- . - - - - I : :- - - - - -------- - -, 0 R UN TM -F' i - - - - - ELECTRIC LINE _ _ -- - - - RCP 0 0.30 -- r- - -- J I III - - - - - INV. OUT (S)= 816.43 I ■ I -1- II II L - -L- - - -- -------------- ------------------ MINIMUM -; SEPARATION i - - - -- - - - W /CURB INLET �� RIM= 821.25 - iI EXISTING PROFILE - ------------ - - - - - . - -- - -'-- - - -- --- - - --�- - INV. OUT (W)= 816.35 - - --- ------ - - - - - - - - - - - - - VER LINE STM -F' W ------ - - - - -- -_- _-- _- -_ - - -- - _-- - - - - -- ---- - - - - -- - -- - -- -- - - - - -- 805 - -_- - - _--- - - - - -- m Q t I U - - ■ I I � - - - { - { - -- - i-- - -- - ---- - -_ - +- -------- - - - - -- --------------- � z I - ■ ■ I I ( I ; LOT 3 , LLI ■ I i i 6'0 WATER LINE I I O Z 0 J U i I { U z LLJ ■ U.S.= 816.06 -- - -_ LOT 4 - INV - ' S 816 06 ) -816 06 MAINT N 8' - La - INV. OUT (E)= 816.06 _ STR. NO. 8B - - - - t CL - - - MINIMUM - - - - - { U Z SEPARATION { ` - - - -- 1 810 I I� 1 1 11 4 I t1 1 I 45 +00 4b +UU ''F I TVV Em. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILIING THE PIPE THE CONTRACTOR IS INSTRUCTED TO AS BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL I LOT 31 0 0 + In (� NORTH II i I� I� 0 HORZ. SCALE: 2 � - - - : - -- - - - - - _ - - - - POWERPOLE W/LIGHT - - - - - - - -- -- - -- - - -- - - - ------ - -- - - - _ PROPOSED PROFl -.- - -- - - GUY WIRE - VERT . SCALE: 5 - - - { - - - _ - OVER LINE 'STM -D' - - - - - - - - - - ; - 825 i -- - - _ - - - - - _ -- - -- - - STORM MANHOLE -- F t - - - - --- - - - - -- -- --------- -- -- - - - - -- t =' STR. NO. 6 -- ----- T- - - -- - - - - _ _ - - - -- - - --� - - -- - -- - -- ------ - - - -- - PROPOSED PROF] - - - - - - - - -- - ----- - -_ -__ _- _- - - - STR. NO. 7 - - - - - - - -- - - -- -- : - - WATER VALVE - - - - - _ - - - - -- - - -- - - - - -- - - -- . - - - - WATER LINE : :- - - - - -------- - -, 0 R UN TM -F' i - - - - - ELECTRIC LINE _ _ -- - - - RCP 0 0.30 -- r- - -- J - - - -- - - - - - INV. OUT (S)= 816.43 825 SIR. N0. 8 ; - -- -- - 18* ,- - :MAINTAIN } -- - - -- RIM 82212 - - - _ . - - - - - - - -------------- ------------------ MINIMUM -; SEPARATION i ---------- +------- - - ---- - W /CURB INLET �� RIM= 821.25 - -- - - - - EXISTING PROFILE - - - - - - - - . - -- - -'-- - - -- --- - - --�- - INV. OUT (W)= 816.35 - - --- ------ - - - - - - - - - - - - - VER LINE STM -F' W ------ - - - - -- -_- _-- _- -_ - - -- - _-- - - - - -- ---- - - - - -- - -- - -- -- - - - - -- 805 - -_- - - _--- - - - - -- m Q t Q U - - 820 - - 20 LFT OF 8 "0 HDPE - SIR. N0. 8A ; - � - - - -- - -- 30 LFT OF 8 "0 HDPE _�_ - ___----- { - -- - i-- - -- - ---- - -_ - +- -------- - - - - -- --------------- - - ------ - ----- ----- - - - - -- z w - - -- UNDERDRAIN 0 0.0% - -- -- - - UNDERDRAIN 0 0.0% INV. IN (E)= 816.06 LLI -- - �7_ 6'0 WATER LINE O Z 0 J U U z LLJ INV. IN (N)= 816.06 U.S.= 816.06 -- - -_ - - - INV - ' S 816 06 ) -816 06 MAINT N 8' - La - INV. OUT (E)= 816.06 _ STR. NO. 8B - - - - t CL - - - MINIMUM - - - - - { U Z SEPARATION { ` - - - -- 810 - - 108 LIFT OF 8" HDPE : UNDERDRAIN ®0,0� - o 60 LFT OF 8 "0 SDR 35 PVC 0 0.0� 94 LIFT OF 8 "0 HDPE UNDERDRAIN ®0.0% (PLOTTED 5' BELOW DATUM) - - .- . 810 (n INV.= 816.06 - - - - 5 - W -. - _. -- - ___ _ ; O 00 - i - { O _ _ _ rn : - - ----- TW N { /Ky,J ------- - M M�OJ LLJ � CID Z _ U 1f) YJ ' ___ ____ _ ___ _ ___ __ ___ __ { __ _____ ______ - .___ -.- { 00 __ - __...__ ___ __ - -___ __ - fv.+ -. _._ _.._- __. -. _ N ^ : 00 : Lo U-) : cD - °° /Nye KJ. Q% K/. -__ - r - N N _. __ c�j. -- N N:N O - -- cV9�- N:N - - 00 - ?� _. N;N rn - N N `- -- N: - N _ _ NI ;N N N �i� ;� NiN coi00 N 0o 00 - - - - -M:� N;N N:N - - 00;00 - - - -pp;00 - U 805 c* c oo;co- - -- - 00 ;� - -- co co 00 co z o A -f r%f% 45 +00 4b +UU ''F I TVV Em. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILIING THE PIPE THE CONTRACTOR IS INSTRUCTED TO AS BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL I LOT 31 0 0 + In (� NORTH II i I� I� 35 +00 EXISTING LEGEND 11 HORZ. SCALE: 20' - -- i- - - -- -- -T- %, POWERPOLE W/RISER VERT. SCALE: 5 - ; - -- - -- I - - - - - -- POWERPOLE W/LIGHT SECTION LINE CONCRETE STREET LIGHT - - - - - _ PROPOSED PROFl -.- - -- - - GUY WIRE - 825 - - - - _ - OVER LINE 'STM -D' - - - - - - - - - - ; - 825 - - - - - SETBACK LINE - - - - - EASEMENT LINE -- - ------- EXISTING PROFILE ' STORM MANHOLE -- F - OVER LINE - - - - t =' STR. NO. 6 -- DITCH - ------- - - - - -_ - - - -- - -- �. _.. - - -- i - - - - - - - -_ , SIR. N0. 5 WATER METER - RIM= 819.78 _ _ - RIM= 819.78 T - WATER VALVE - - - _ 8 20 WATER LINE : :- GAS VALVE - - -- -- - -;, - CABLE TV LINE -- - - ------ - - -- - - - - - - ------- -------- - ---------- - 26 U OF 12 "0 -- ; -- - - - - - ELECTRIC LINE _ _ -- - - - RCP 0 0.30 -- r- - -- J AIR CONDITIONER =_- -_- - - - - - INV. OUT (S)= 816.43 - - W/MANHOLE - -- -- - 18* ,- - :MAINTAIN } -- - - -- 815 -------------- ------------------ MINIMUM -; SEPARATION i W /CURB INLET �� - - - - -- - - 6'0 WATER LINE - INV. IN (N)= 816.35 - - -- - - INV. OUT (W)= 816.35 - - --- ------ - - - SUMP EL= 813.83 _ - _- - 8 W - ^ ►n - - - - - - - 805 0 - - -N � :� : -- � �,� 805 35 +00 EXISTING LEGEND 11 PROPOSED LEGEND ® POWERPOLE ------- - - - - -® _ - ---- ----- CONTOURS %, POWERPOLE W/RISER PROPERTY LINE - - - - - - - - ASSUMED DRIW/lBLDG LOCATION POWERPOLE W/LIGHT SECTION LINE CONCRETE STREET LIGHT - - - - - - - - - RIGHT -OF -WAY lk GUY WIRE - - ADJOINER LINE i nP ELECTRIC METER - -- EASEMENT - - - - - SETBACK LINE - - - - - EASEMENT LINE TRAFFIC MANHOLE - - - - - - - - - - - - - - - - - - - - - - PAVEMENT LINE ' STORM MANHOLE -- F FENCE t =' FIRE HYDRANT -- DITCH SIDE YARD SETBACK WATER METER - _ - - GAS LINE � A do UTILITY pp��qq��NN( WATER VALVE - -- TELEPHONE LINE _ GAS MARKER - WATER LINE CURB STOP GAS VALVE - - -- -- - -;, - CABLE TV LINE GAS METER - - - - ELECTRIC LINE _ _ CLEANOUT OVERHEAD UTILITY LINE J AIR CONDITIONER =_- -_- - ___ -_ -= SANITARY SEWER W/MANHOLE BASKETBALL GOAL -------------- ------------------ - - - --= STORM SEWER W /CURB INLET �� PROPOSED LEGEND ® STORK CURB INLET 8'00 CONTOURS %, ASPHALT - - - - - - - - ASSUMED DRIW/lBLDG LOCATION O f- O CONCRETE - - - - - - - RIGHT -OF -WAY cn lk CROSSWALK LOT LINE i nP . POROUS ASPHALT - - - - - SETBACK LINE - - - - - EASEMENT LINE ' 777 WALKING PATH S SANITARY SEWER W/IIn1ANHOLE FYS FRONT YARD SETBACK SANITARY SE LATERAL �- �`- �`- °�` SEWER LATERAL SYS SIDE YARD SETBACK CLEANOUT DdcUE � A do UTILITY pp��qq��NN( SEWER W ANHOLE � ■ ■ ■ ■ ■. ■ ■ ■ ■ ■ STORM /M a EASQIENT END SECTION O CURB STOP - - - - - UNDERDRAIN Pw Pw WATER LINE Pws m - WATER SERVICE LINE W/WATER M 1 HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CML 2 WMQNG UYS EIff YOU M 1- 800 - 382 -5544 CALL Tall FREE PER INDIANA STATE uW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE W "DW NOTRING THE Ut, UNROIND LOCATION SERVICE TWO (2) KffiNG DAYS Bf M C01ANCNG WORK. CA N o� 0 U U.) F a� w V) cu A� W =5 w CD Z LL o W W 0 LJLJ _ CL U Q o W U w ZU M O J D ().00 U) Wp 0 W z c� W p Cl U) O U 0 N t\ N J CL 0 m 0 0 Co \ O Q O r T r MIco I^ItoILo I-.4-Ire) N Z SHEET 502 ,, %, rn ti -.; O f- O W a = O -,, cn lk ,\. iiiii� i i i t n i r u u r u r n r i nP Co \ O Q O r T r MIco I^ItoILo I-.4-Ire) N Z SHEET 502 �2 ~ W `Z U U J LLJ W c m Q Q U o 0 z w LLI p z �7_ O Z 0 J U U z LLJ La w a CL F U Z r= p LL. o Q 0 (n 5 W LLJ � CID Z _ U � U Z O Ln z o LAJ - a w Z I- F W 5 W W W N jr- LZ � =E En Q W U U p CL Z Q L.L. Q Z 0 N O } N ~ LLI U W Q 0:: W 3 a N m W Z O W N p Z N U W LLI LLJ U N p = p W Z W N 5 Co \ O Q O r T r MIco I^ItoILo I-.4-Ire) N Z SHEET 502 x 0 ct rn N 00 cv N 0 N M N 0; n ry O U) M O i U) z Q n_ i v Q u i 0 L 0 c; 0 s 0 s IL 0 C� Q '67 0 0 0 0 0 0 - - - _ - - - - 0 Lo Lo PROPOSED PROFILE - - - - LOT 4 N0. 86 LOT 4 i I - z ♦ � P� 41* _ 1 ` ■ - -j ti _e 10. 8A � I ♦ - LINE TM-H' UNE 'STM -G' �- ♦ STR. N0. 9`'f ■■■■ ....{1.......1.....■- .■■■■■■■■::::� STR. NO. 9 1 10. 8 -' t �.. - 55 +00 00 HORZ. SCALE: 20' STR. NO. 3 - VERT. SCALE: 5' - - - _ - - - - VERT. SCALE: 5' - - - PROPOSED PROFILE - - - - STR. No. 1 - RIM= 823.00 -- - - - VER LINE 'STM -H' _ _ _ _= 825 - - - - - - - - - -- XISTING PROFILE - -- - -- - - - - - VER UNE 'STM -H' - 825 - - - -- - - - - - ROPOSED PROFl VER UNE 'STM -G - - - - - - - - - -_ - - - - - 825 S TR. N0. 13 ' - -- - STR. NO. 8 - - - -- - QS11NG PROFILE - - - -- --------- - -- - - RIM = 821.25 RIM = 822.00 - - - _ -- OVERHEAD UTILITY LINE RCP 0 0.277 IOVER LINE 'STM -G - - 1 .00 -- - - - - - - - - - D.S. EL. -8 8 INV. IN (N)= 819.64 - - i 815 815 - - - - _ STR. NO. 9 - - -- INV. OUT (NE) - EX. INV. OUT 820 - - - __ _ RIM= 819.15 - _ - - - INV. IN (W) ; EX. INV. IN (W) NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED = 815.78 = 816.10 EQUAL AND 30 LIFT OF 8'0 HDPE UNDERDRAIN EQUAL AND 104 LIFT OF 1200 RCP 0 0.27X- - -- -- - CO - - - - - • EL= 813.28 j INV. IN (SW) ,__ D.S. EL= 816.06 810 - -� - = 815.71 - N - INV. IN (8:-N)=816.06 65 +00 66 +00 INV. IN (12 NE)= 816.06 INV. IN 8 -W)=816.06 815 104 LFT OF 12 0 RCP 0 0 - - ; - ' .277 - 815 �_� -� -- 805 - -- - - - - �, � - -- - -- - - 805 STR. NO. 9 - INSTALL A TOTAL OF 202 LIFT OF 8'0 HDPE INSTALL TYPE 'C' STORM MANHOLE WITH 30' INSTALL TYPE 'C' STORM MANHOLE WITH - - - - ± - - - - - _ . - - - - -- INV. OUT (E)= 816.06 NEENAH R -1772 CASTING OR APPROVED INV. IN (W)= 815.78 - APPROVED EQUAL AND 27 LIFT OF 12'0 RCP 0 9 LFT OF 12 "0 RCP ®0.507 + - - U.S. EL= 816.06 - INV. IN (N)= 816.06 D.S. EL= 816.06 INV. OUT (NE)= 815.78 -- - INV. IN (12--W)=815.78 - ; - - - - - i SUMP EL= 813.28 - - 12 LIFT OF 8 "0 HDPE 0.0% 810 SUMP EL= 813.28 - - : ; - 810 STR. N0.11A R- 1878 -A5L CASTING OR APPROVED EQUAL - - - - AND 9 LIFT OF 12'0 RCP 0 0.50X. INSTALL U.S. EL= 819.69 OF 8'0 SDR 35 PVC 0 0.0% ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 819.69 � U-) I� ,O D.S. EL= 819.69 - _ - ?,rN ,-) cy) (SEE DETAIL - SHEET 503) 805 co 04 00 ;N 00; 0p i 0o 00 00:00 Oo 00 - - -- 6'0 805 - - - 50 +00 - .- - - 51 +00 CONTRACTOR TO PRESERVE AND PROTECT 55 +00 00 HORZ. SCALE: 20' - - - - - - STR. NO. 3 - VERT. SCALE: 5' - -f - - - - - _ - - - - O AND 163 LIFT OF 12'0 RCP 0 0.30% - - - PROPOSED PROFILE - - (o 825 STR. No. 1 - RIM= 823.00 -- - - - VER LINE 'STM -H' _ _ _ _= 825 - - - - - - - - - -- XISTING PROFILE - -- - -- - - - - - VER UNE 'STM -H' - STR. NO. 9 - - - -- - -- - - - -- _. --- - - - -- - - - - ' 820 STR. N0. 12 - - - R IM= 819.15 - S TR. N0. 13 ' - -- - 820 ■_ - RIM =818 24 820 .a w LINE STM -- --------- - -- - - r27 LFT OF 12 0 ___ ll RIM = 822.00 - - - _ -- OVERHEAD UTILITY LINE RCP 0 0.277 RIM= 823.00 - -- - -_ - 1 .00 -- - - - - - - - - - D.S. EL. -8 8 INV. IN (N)= 819.64 - - i 815 815 - - - - 815 - - - - - -- INV. OUT (NE) - EX. INV. OUT P ._ L 816 84 - - - --(E)=815.70 = 815.78 - : - - -- - - - INV. IN (W) ; EX. INV. IN (W) NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED = 815.78 = 816.10 EQUAL AND 30 LIFT OF 8'0 HDPE UNDERDRAIN EQUAL AND 104 LIFT OF 1200 RCP 0 0.27X- - -- -- - CO - - - - - • EL= 813.28 j INV. IN (SW) ,__ D.S. EL= 816.06 810 - -� - = 815.71 - N - INV. IN (8:-N)=816.06 65 +00 66 +00 INV. IN (12 NE)= 816.06 INV. IN 8 -W)=816.06 - - LC? oo'r7 _ ai - -6;00 -- - - - �_� -� -- 805 - -� C -- - - - - �, � - -- - -- - - 805 55 +00 00 °o °o STR. NO. 3 - - - VERT. SCALE: 5' - - _ - - - - O AND 163 LIFT OF 12'0 RCP 0 0.30% N (o (o - -- - _ EXISTING PROFILE , - - - - - OVER UNE STM -J ; - -- ■ - ` COMMON T �- r - -- - - - - -- AREA In LOT 11 I LOT 10 1 ( I dr, LOT 9 LOT 12 I I I I _ , r -___ Pws Pws STR. SS 1 _ I _ - ' F - ■I Pws - _- _;_l -- - �_ - - -- 1 �� ■ STR NO 11A 1 3 a,° J4� HORZ. SCALE: 20' STR. NO. 2 STR. NO. 3 - - - VERT. SCALE: 5' - - _ - - - - NEENAH R- 3287 -10V CASTING OR APPROVED AND 163 LIFT OF 12'0 RCP 0 0.30% ■ 825 - - - -- - _ EXISTING PROFILE , - - - - - OVER UNE STM -J ; - -- STR. No. 1 - RIM= 823.00 -- - - - 825 - - - - - - - - - PROPOSED PROFI ; - - -- - - - - - OVER LINE - STR. NO. 12 - - - -- - -- - - - -- _. --- - - - ' 820 STR. N0. 12 - - - 01820�52 N 11 - - Q w - - - : - 124 LFT OF 12 "0 RCP ®1.08% - - 0 - ■_ - INV. OUT (W) =819.34 .a w LINE STM -- --------- - -- - - -- -- -- - - - -- -- - - RIM = 822.00 - - - _ -- OVERHEAD UTILITY LINE Y RIM= 823.00 - -- - - - - - 1 .00 -- - - - - - - - - - D.S. EL. -8 8 INV. IN (N)= 819.64 - - -I' 815 - - - - - - - - - - - - -- ' S P ._ L 816 84 810 -- -- - : - - -- INSTALL STORM MANHOLE TYPE 'C' WITH INSTALL 20 LFT OF 8'0 HDPE UNDERDRAIN 0 NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED f EQUAL AND 30 LIFT OF 8'0 HDPE UNDERDRAIN EQUAL AND 104 LIFT OF 1200 RCP 0 0.27X- - -- -- - CO - - - - - • 00 - D.S. EL= 816.06 805 - -� - �tN ;N N:N r7 _ - - - - - 00�Oo- c�� -- -- co: co N - INV. IN (8:-N)=816.06 65 +00 66 +00 ■ - ` COMMON T �- r - -- - - - - -- AREA In LOT 11 I LOT 10 1 ( I dr, LOT 9 LOT 12 I I I I _ , r -___ Pws Pws STR. SS 1 _ I _ - ' F - ■I Pws - _- _;_l -- - �_ - - -- 1 �� ■ STR NO 11A 1 3 a,° J4� STR. NO. 10 HORZ. SCALE: 20 STR. NO. 2 STR. NO. 3 - - - - - - -- _ _ - - - - NEENAH R- 3287 -10V CASTING OR APPROVED AND 163 LIFT OF 12'0 RCP 0 0.30% ■ - - r PSL - PSl RIM = 819.93 ' - - - - - - - - - - ; - - - - -- - - - - - - - - - - - STR. NO. 12 - - - -- - -- - - - -- _. --- - - - a' - �,, INSTALL TYPE 'J' INLET WITH 30' SUMP AND STR. N0. 12 - - - 01820�52 N 11 - - Q w - - - 0 - ■_ - -- - - - - - - -- - -- - .a w LINE STM -- --------- - -- - - -- -- -- - - - -- -- - - RIM = 822.00 - - - _ -- OVERHEAD UTILITY LINE Y RIM= 823.00 - -- - ; - - - i - _ -I' C)l. r - -- - -- 1 - - - - - - - - - - .RIM 822 80 - - (SEE SNOUT DETAIL ON SHEET 700) 825 STR. NO. 7 STR. NO. 8 STR. NO. 8A INSTALL TYPE 'C' STORM MANHOLE WITH INSTALL STORM MANHOLE TYPE 'C' WITH INSTALL 20 LFT OF 8'0 HDPE UNDERDRAIN 0 NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED f EQUAL AND 30 LIFT OF 8'0 HDPE UNDERDRAIN STR. NO. 10 STORM SEWER DATA TABLE HORZ. SCALE: 20 STR. NO. 2 STR. NO. 3 - - - - - - -- _ _ - - - - NEENAH R- 3287 -10V CASTING OR APPROVED AND 163 LIFT OF 12'0 RCP 0 0.30% EQUAL AND 22 LFT OF 12'0 RCP 0 0.30% - - - RIM = 820.75 RIM = 819.93 VERT. SCALE: 5 - - - - - - - - - ; - - - - -- - - - - - - - - - - STIR. NO.4 - - - - - - -- - -- - - - -- _. --- - - - INSTALL TYPE 'J' INLET WITH NEENAH INSTALL TYPE 'J' INLET WITH 30' SUMP AND STR. N0. 12 - - - 01820�52 N 11 - - - - - PR PO - - 0 - -- - -- - - - - - - -- - -- - - - - -- -- -- --------- - -- - - -- -- -- - - - -- -- - - RIM = 822.00 - - - _ -- OVERHEAD UTILITY LINE 825 RIM= 823.00 - -- - ; - - - i - - VER LINE 'STM -I' SUMP EL= 813.833 r - -- - -- - D0S - - R LINE RSTM�I Zl � - - - - - - - - - - .RIM 822 80 - - (SEE SNOUT DETAIL ON SHEET 700) 825 STR. NO. 7 STR. NO. 8 STR. NO. 8A INSTALL TYPE 'C' STORM MANHOLE WITH INSTALL STORM MANHOLE TYPE 'C' WITH INSTALL 20 LFT OF 8'0 HDPE UNDERDRAIN 0 NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED f EQUAL AND 30 LIFT OF 8'0 HDPE UNDERDRAIN EQUAL AND 104 LIFT OF 1200 RCP 0 0.27X- U.S. EL= 816.06 00.0% INSTALL ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 816.06 RIM =82212 RIM= 821.25 W INV. IN 8'- N)= 816.06 INV. IN (8:-N)=816.06 INV. IN (12 NE)= 816.06 INV. IN 8 -W)=816.06 - - -- -- - -- INV. OUT (12'NE)= 816.06 �_� -� -- - -- `'� - - - - - - -� STR. NO. 8B STR. NO. 9 - INSTALL A TOTAL OF 202 LIFT OF 8'0 HDPE INSTALL TYPE 'C' STORM MANHOLE WITH 30' INSTALL TYPE 'C' STORM MANHOLE WITH - - - - ± - - - - - _ . - - - - -- SUMP AND NEENAH R -1714 CASTING OR NEENAH R -1772 CASTING OR APPROVED OF 800 SDR 35 PVC 0 0.0% APPROVED EQUAL AND 27 LIFT OF 12'0 RCP 0 9 LFT OF 12 "0 RCP ®0.507 + - - U.S. EL= 816.06 - 00.0% D.S. EL= 816.06 10 LFT OF 8 "0 HDPE -- - INV. IN (12--W)=815.78 INV. OUT (8'NS)= 819.69 ; - - - - - - 12 LIFT OF 8 "0 HDPE 0.0% U SUMP EL= 813.28 820 STR. NO. 11A STR. NO. 11 B INSTALL TYPE 'A' INLET WITH NEENAH UNDERDRAIN 0 0.0% STR. N0.11A R- 1878 -A5L CASTING OR APPROVED EQUAL - - - - AND 9 LIFT OF 12'0 RCP 0 0.50X. INSTALL U.S. EL= 819.69 OF 8'0 SDR 35 PVC 0 0.0% ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 819.69 UNDERDRAIN 0 RIM =82252 D.S. EL= 819.69 INV. IN (8:-N)=819.69 (SEE DETAIL - SHEET 503) INV. IN 8 t -E)=819.69 INV. OUT (12'NS)= 819.69 - - ' - - -- 6'0 - -- - - - - -- - - .- - - INSTALL TYPE C STORM MANHOLE WITH 30w CONTRACTOR TO PRESERVE AND PROTECT CONTRACTOR TO PRESERVE AND PROTECT SUMP AND NEENAH R -1714 CASTING OR INV. IN (N)= 819.69 D.S.= 819.69 ; - - APPROVED EQUAL AND 124 LIFT OF 12'0 RCP DURING ASPHALT AND CURB REMOVAL DURING ASPHALT AND CURB REMOVAL - - - - -- -- - - . INV . OUT S 819 69 - EQUAL PROPOSED 1200 STORM SEWER TIE -IN EQUAL. INV. OUT (12'NW)= 819.34 _INV. OUT (S)= 819.69 _ --- - - - - -- --- -- -- -- -- -- - - __MAINTAIN 180-- --- -- ±---- _--- - - - - -- --------- - - - - -- --------- - - - - -- - - - - - -- 2 ALL CASTINGS ARE TO BE NPDES PHASE II COMPLIANT. CASTINGS SHALL BE MANUFACTURED WITH A STATEMENT SAYING: - L W INV. IN (N)= 819.64 M i STR. NO. - - 116 : - - MINIMUM - - - - CL - - - - _ - - - -- - INV. SUMP OUT fWi= 819.34 EL.= 816.84 U - 67 LFT OF 8 "0 SDR 35 PVC 0 0.07 SEPARATION 8 '` 8 LFT OF 8 "0 HDPE UNDERDRAIN 0 0.0% (PLOTTED 5' BELOW DATUM) L` 815 815 Q - - - - 98 LIFT OF 8 "0 HDPE UNDERDRAIN 0 0.07 - ` -- i - - - - - - - - - - _ - INV 819 69 t -- - - - INV.= 819.69 ' - -- - ---- -- - -- -- ----- - -- - -- - - -- - --- ; � = C-D z 810 D` - - -- - - -- - -: - -- � -- - - - - -- - 8 w t i Q_ ^tLii �'LC) M }� N N Oi - �1OMO -M - M - -- dN-t - - -- - - N � - 805 00 r� - N .. [V N - - - r,j cNV - -. - N •N - �, - - rrj : �y N - - N - N -- -- 'N N -- - - -- -- -- - -- .� N - -- - -- - N rri i ONNO N N. - f - - 805 ° 000 ONO Go: 000 00 000: 00 00 00 00 00 00 : 00 00.00 00 00 ; 00 60 +00 61 +00 � 5 62 +00 STORM SEWER DATA TABLE STR. NO. 1 STR. NO. 2 STR. NO. 3 INSTALL TYPE 'J' INLET WITH NEENAH INSTALL TYPE 'J' INLET WITH 30' SUMP AND INSTALL TYPE 'J' INLET WITH 30' SUMP AND R- 3287 -10V CASTING OR APPROVED EQUAL NEENAH R- 3287 -10V CASTING OR APPROVED NEENAH R- 3287 -10V CASTING OR APPROVED AND 163 LIFT OF 12'0 RCP 0 0.30% EQUAL AND 22 LFT OF 12'0 RCP 0 0.30% EQUAL AND 74 LIFT OF 12'0 RCP 0 0.30% RIM= 821.05 RIM = 820.75 RIM = 819.93 INV. OUT (12'NE)= 816.99 INV. IN (12'NW)= 816.50 INV. OUT (12'NSW)= 816.28 TRAFFIC MANHOLE INV. OUT (12'NSE)= 816.50 SUMP EL= 813.68 STORM MANHOLE SUMP EL= 814.00 SYS STIR. NO.4 STR. NO. 5 STR. NO. 6 INSTALL TYPE 'C' STORM MANHOLE WITH 30' INSTALL TYPE 'J' INLET WITH NEENAH INSTALL TYPE 'J' INLET WITH 30' SUMP AND SUMP AND NEENAH R -1772 CASTING OR R- 3287 -IOV CASTING OR APPROVED EQUAL NEENAH R- 3287 -10V CASTING OR APPROVED APPROVED EQUAL AND 12 LIFT OF 8 "0 HDPE AND 26 LIFT OF 12'0 RCP 0 0.30% EQUAL AND 98 LFT OF 12 "0 RCP 0 0.30% - UNDERDRAIN 0 O.OX- INSTALL A 12R SNOUT RIM = 819.78 INSTALL A 18F SNOUT ON OUTGOING 12'0 RCP. ON OUTGOING 8'0 PIPE. INV. OUT (12 "NN)= 816.43 RIM = 819.78 RIM = 822.00 - - - _ -- OVERHEAD UTILITY LINE INV. IN (12'NS)= 816.35 INV. IN (12 "NNW)= 816.44 _ _ -- _ ___ -__ -_ -= SANITARY SEWER INV. OUT (12'NW)= 816.35 INV. IN (12'NNE)= 816.06 W/MANHOLE SUMP EL= 813.833 INV. OUT (8 "NS)= 816.06 (SEE SNOUT DETAIL ON SHEET 700) SUMP EL= 813.5566 - - - - -- --- - - - - -- _= STORM SEWER (SEE SNOUT DETAIL ON SHEET 700) W /CURB INLET STR. NO. 7 STR. NO. 8 STR. NO. 8A INSTALL TYPE 'C' STORM MANHOLE WITH INSTALL STORM MANHOLE TYPE 'C' WITH INSTALL 20 LFT OF 8'0 HDPE UNDERDRAIN 0 NEENAH R -1772 CASTING OR APPROVED NEENAH CASTING R -1714 OR APPROVED 0.0% EQUAL AND 30 LIFT OF 8'0 HDPE UNDERDRAIN EQUAL AND 104 LIFT OF 1200 RCP 0 0.27X- U.S. EL= 816.06 00.0% INSTALL ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 816.06 RIM =82212 RIM= 821.25 W INV. IN 8'- N)= 816.06 INV. IN (8:-N)=816.06 INV. IN (12 NE)= 816.06 INV. IN 8 -W)=816.06 INV. OUT (8'NS)= 816.06 INV. OUT (12'NE)= 816.06 =E (SEE OUTLET STRUCTURE DETAIL -SHEET 504) STR. NO. 8B STR. NO. 9 STR. NO. 10 INSTALL A TOTAL OF 202 LIFT OF 8'0 HDPE INSTALL TYPE 'C' STORM MANHOLE WITH 30' INSTALL TYPE 'C' STORM MANHOLE WITH UNDERDRAIN 0 0.0% AND A TOTAL OF 60 LIFT SUMP AND NEENAH R -1714 CASTING OR NEENAH R -1772 CASTING OR APPROVED OF 800 SDR 35 PVC 0 0.0% APPROVED EQUAL AND 27 LIFT OF 12'0 RCP 0 EQUAL AND 12 LIFT OF 8'0 HDPE UNDERDRAIN U.S. EL= 816.06 0.27X. 00.0% D.S. EL= 816.06 RIM= 819.15 RIM =82280 (SEE DETAIL -SHEET 502) INV. IN (12--W)=815.78 INV. OUT (8'NS)= 819.69 INV. OUT (12 NNE)= 815.78 D.S. EL. = 815.71 U SUMP EL= 813.28 STR. NO. 11 STR. NO. 11A STR. NO. 11 B INSTALL TYPE 'A' INLET WITH NEENAH INSTALL 10 LIFT OF 8'0 HDPE UNDERDRAIN 0 INSTALL A TOTAL OF 186 LIFT OF 8'0 HDPE R- 1878 -A5L CASTING OR APPROVED EQUAL 0.0% UNDERDRAIN 0 0.0% AND A TOTAL OF 67 LFT AND 9 LIFT OF 12'0 RCP 0 0.50X. INSTALL U.S. EL= 819.69 OF 8'0 SDR 35 PVC 0 0.0% ORIFICE PLATE PER DETAIL -SHEET 504 D.S. EL= 819.69 U.S. EL= 819.69 RIM =82252 D.S. EL= 819.69 INV. IN (8:-N)=819.69 (SEE DETAIL - SHEET 503) INV. IN 8 t -E)=819.69 INV. OUT (12'NS)= 819.69 (SEE OUTLET STRUCTURE DETAIL -SHEET 504) STR. NO. 12 STR. NO. 13 STR. NO. 14 INSTALL TYPE C STORM MANHOLE WITH 30w CONTRACTOR TO PRESERVE AND PROTECT CONTRACTOR TO PRESERVE AND PROTECT SUMP AND NEENAH R -1714 CASTING OR EXISTING STORM SEWER INLET STRUCTURE EXISTING STORM SEWER INLET STRUCTURE APPROVED EQUAL AND 124 LIFT OF 12'0 RCP DURING ASPHALT AND CURB REMOVAL DURING ASPHALT AND CURB REMOVAL 0 1.08% AND ONE (1) ONCRETE END SECTION. ) ACTIVITIES- REPLACE EXISTING CASTING WITH A ACTIVITIES. REPLACE EXISTING CASTING WITH A RIM = 823.00 NEENAH R- 3362 -L CASTING OR APPROVED NEENAH R- 3362 -L CASTING OR APPROVED INV. IN (12'NN)= 819.64 EQUAL PROPOSED 1200 STORM SEWER TIE -IN EQUAL. INV. OUT (12'NW)= 819.34 SHALL BE CORE DRILLED INTO EXISTING EX. RIM = 818.93 SUMP EL= 816.84 STRUCTURE. EX. RIM= 818.24 D.S. EL= 818.00 w - 1 .71 PROP. INV. IN 12 N SW - 8 5 EX. INV. OUT (12'NE)= 815.70 1. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS ASSOCIATED WITH EXISTING STRUCTURES AND REPORT ANY CONFLICTS TO NOTE. . ENGINEER. 2 ALL CASTINGS ARE TO BE NPDES PHASE II COMPLIANT. CASTINGS SHALL BE MANUFACTURED WITH A STATEMENT SAYING: 'DUMP NO WASTE, DRAINS TO RIVER' IN V RAISED LETTERS. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 25 fps OR LESS OR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFIL LING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL EXISTING LEGEND PROPOSED LEGEND ® POWERPOLE ------ - - - - -- Y" = _=== __ - - - -- CONTOURS POWERPOLE W/RISER - PROPERTY LINE f POWERPOLE W/IJGHT SECTION LINE . a STREET LIGHT - - - - - - RIGHT -OF -WAY GUY WIRE - - ADJOINER LINE ELECTRIC METER -- - -- - - EASEMENT _ TRAFFIC MANHOLE - O- _------ s_ ®ma_. -_ - - -_ PAVEMENT LINE T, STORM MANHOLE - - -- - -- -- FENCE SYS FIRE HYDRANT - DITCH • - WATER METER GAS LINE WATER VALVE - - - - - -- - - -- r _ TELEPHONE LINE O GAS MARKER - -- - - -- -- - WATER LINE M GAS VALVE - -- - -- - -- -- -, CABLE TV LINE GAS METER = - -- _ = = ELECTRIC LINE CLEANOUT - - - _ -- OVERHEAD UTILITY LINE _ AIR CONDITIONER _ _ -- _ ___ -__ -_ -= SANITARY SEWER ° W/MANHOLE `J BASKETBALL GOAL - - - - -- --- - - - - -- _= STORM SEWER TREE W /CURB INLET PROPOSED LEGEND ® STORM CURB INLET 800 CONTOURS ASPHALT - - - - - - - - ASSUMED DRIVE/ 3LW LOCATION f CONCRETE - - - - - - - RIGHT- OF-WAY . a CROSSWALK LOT LINE POROUS ASPHALT - - - - - SETBACK LINE - - - - - EASEMENT LINE WALKING PATH 5 SANITARY SEWER W/IJANHOLE FYS FRONT YARD SETBACK a- PSL WER - PSL- PSL SANITARY SE LATERAL SYS SIDE YARD SETBACK WITH CLEANOUT D&UE rp�&�ANNA do UTILITY a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <j STORM SEWER W/MANHOLE EASaIENN do END SECTION O CURB STOP - - - - - UNDERDRAIN M Pw Pw WATER LINE (Q}- Pws Pws - WATER SERVICE LINE W/WATFR METO mmm�� . 1 Hm NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" Ul 2 WMOM DAYS BU YOU W 1- 800 - 382 -5544 CALL TOLL FREE PM INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO D(CAVATE WTFIOUT NOTFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WMWG DAYS BUME COLDA NCNG WORK C a� tC co r O Ua L0 W A� z =5 W I U) F_ W / -z LL 0 0:2 LLJ a. w 2 a. LLI 0 U U) w ZU M 0 J U) W in 0 J � w z c� a - N 0 0 U) 0 U 0 N N _J Q 0 m 0 0 I° I° I° (a I M ME I ME f W ~ _ Q 0 N I° I° I° (a I M ME I ME M tp \ 00 F- \ N \ O Q 4m Ica Ir- ( z SHEET 503 f ~ w w M C) m ° o CJ U F- W z =E w co a Ix U O Z a LLJ 0 Z J V Z W N CL W F CL U N P o L` o Q ° (N W w � = C-D z U D` w Z � ° LLJ z w CD Z ° - - - - n? ° z � 5 i' W W W W N LZ ZE Q z W U C ::3 Z a w a w ° z ~ z ° cn U5 LLJ v 5 w Q, 3 a N w in W Z ° W ° S z U W N O` LLI w U CL cn N z g LLJ W N w w M tp \ 00 F- \ N \ O Q 4m Ica Ir- ( z SHEET 503 X 0 () C) J) CL M r-. N cN C) cv M " U) Li I 0 Q z Q ff r) O O O 20 0 20 40 �i J �J I` NORTH ,� , �_ `rJ � :-, SCALE: 1 = 20 �� � � o 'l' it 'Ct' z . s= O a - ou. L1) or 8 § I � \ - , EXISTING LEGEND PAVEMENT LEGEND DRAINAGE 0.W 2 1 � - - - -- I Z - I - - -- I \\ SUMMARY a� L I LOT 5 I I I I I \ I - I I ��\ __ __ -_ -- �_ w o 9 I- f_ I \ _ POWERPOLE - - _ ' _ _ - - - - - - - - - - -- - = CONTOURS F a� j w I 1 ° _ _ I 1 \ - TYPICAL ASPHALT SECTION w 1 I W I L - - J LOT 7 I �\\ POWERPOLE W/RISER PROPERTY LINE K 1.5' HMA SURFACE 9.5mm ON - N - I 1 W - r T I STR. N0. 4 1 I ,,� AREA ONSITE _ 258 Acres A A POWERPOLE W /LIGHT SECTION LINE 2 HMA INTERMEDIATE 19.Omm, ON EAST WATERSHED = 1.36 Acres 8? I 1 I \ I I 1 \ ' WEST - I - I ` ; \ = - STREET LIGHT - - - - - - RIGHT -OF -WAY 3 HMA BASE, 25.Omm, ON T WATERSHED = 1.02 Acres I STR. N0. 86 I I STR. N0. 7 I.- � 1 I F I I ��\ 7" COMPACTED AGGREGATE ;�`i3, ON (n I \ GUY WIRE - - ADJOINER LINE ALLOWABLE RELEASE RATES: I I I K � - AGGREGATE =94..5' - - - - - _ j -- �` ADE (SEE DETAIL -SHEET 700) - -- ELECTRIC METER - - EASEMENT T- I L M _- _ COMPACTED SUBGR +i POROUS ASPHALT SECTION EAST WATERSHED STR. NO. 8 N I 822 _ - - - - - _ _ - - . - T LINE � K1 = L \ TRAFFIC MANHOLE PAVEMENT ENT, ON .75 cfs _ coo0_ 10-YR - __ - - -_ - - -- - > - STORM MANHOLE FENCE 4• POROUS HALT PAVEMENT, - -� _ � -- 1 g - I - I - 1 �. �. , I: _. _ = cfs z r 0 0 0 o - WASH ON 100-YR 232 16' POROUS ASPHALT z w I _ - o WI_ 16 POROUS ASPHALT FIRE HYDRANT - - _ __ - - -- z LINE STM F' Q DITCH 36 52 AGGREGATE, ON �p r r r r � soma -_ K1- -, _� � � _a r r -r r r r r r i J r 4 - .. _ . •. � -w i, = _ .::. , , - , n r'\ \ _ �T WATERSHED W AGGREGATE ° _ �T do AGGREGATE - - NON WOVEN GEOTEXIILE, ON � o ¢ I = K1 ° DETENTION BASIN K1 o WATER METER GAS LINE UNCOMPACTED NATIVE SUBGRAD lo-YR = 1.34 cfs ■ - ' DETENTION BASIN �, � � Kl . - r - E I ' _ _ - - - - - - ■ ■ I ° WATER VALVE TELEPHONE LINE 100-YR = 1.77 cfs ■ ■ - o o , - - - - - - -- - - DETAIL -SHEET 7 . ■ ■ \�� GAS MARKER WATER LINE ( 00) _� ■ \ / I \ / a I \ / \ / GAS VALVE - - - CABLE TV LINE K2 POROUS ROPOSED RELEASE RATES: z S ASPHALT SECTION a ' ■ _ _ $ ,\ti\ _" . ; 4 POROUS ASPHALT PAVEMENT, ON POROUS ASPHALT -95.T I ■ POROUS ASPHALT 84.5 \ GAS METER - ELECTRIC LINE EAST WATERSHED O - - -- - \ - 6- WA STR. N0. 8A I I I ___-- i - _ I 7 I I I AGGREGATE WASHED #8 AGGREGATE, ON 10-YR 1.66 cfs ° I I 1 A., CLEANOUT OVERHEAD UTILITY LINE 21' #2 AGGREGATE, ON 100-YR = 1.84 cfs ■ j I , ( =10.0' `� 1 I 1 I I: \ AIR CONDITIONER - SANITARY SEWER NON -WOVEN GEOTEXTILE, ON i ■ I I �,l W/MANHOLE UNCOMPACTED NATIVE SUBGRADE WEST WATERSHED u a -s �j ■ r - - - - -- - - - -I- --- 1 - - - - -- 0 K I I I I I I I = BASKETBALL GOAL - - SEE DETAIL -SHEET 700 = ■ 1 ■ I - - - _L - - - - I - - � 1\ \1% \ - STORM SEWER ( ) 10-YR _ 1.26 cfs ■ I I ; -� ■ ( , ( II * W /CURB INLET 100-YR 1.43 cfs O ■ - I LOT 4 - I 11- . I = " - LOT 3 ■COMM i �� AGGREGATE DETENTION SECTION ■ - - - - - - - - 1 ■ I I LOT 2 � I \� K5 TOPSOIL. REQUIRED DETENTION VOLUME: AREA WOVEN ■ 1 ■ &DUEL 1 I LOT 1 - I `\ aa�° NON - GEOTEXTILE, ON 0 I + I ■ - - - = = =i I - - - - = o o �AS3A'f£RS ■ t { I = + I I _ - I \\ 4252 AGGREGATE, ON ■ 1 I 1 I ° , 1 il ] I \ " PROPOSED LEGEND NON -WOVEN GEOTEXTILE, ON 10-YR 3,921 cft (i i I ll I I I - /-I 1 - UNCO MPACTED NATIVE SUBGRADE 100-YR = 3,485 cft I I I I I �- \ 800 C v � El STORM CURB INLET - - - - - - - - CONTOURS (SEE DETAIL -SHEET 700) � o 0 ASPHALT ASSUMED DRIVE/ElLDG LOCATION WEST WATERSHED O ! - - - - _ - - - - - - - - - - - - -- - -- - � - - - - - - LOT LINE -WAY K6 100-YR = 2,178 cft HORZ. SCALE: 20 - I - - - - - NE -- -- - - . - - - , - - - - - - -- - -- - -- - - - -- -- - - VERT. SCALE: 5' - - -- - I - - - ; -- - -- - - -- - - - -- I - - E -- - - 0 T - - - - - - - PROVIDED DETENTION VOLUME: SETBAgC u TOPSOIL, ON WALKING PATH - - - - - - -- -- - -- - EGA - - D 2 # AGGREGATE, ON Z U) - - - - , - - EASEMENT LINE WOVEN GEOTEXTILE, ! : . AGGREGATE �' - 2 A - - - - - A TE SANITARY SEWER W/MANHOLE t - - - FYS FRONT YARD SETBACK NON WOVEN GEOTEXTILE, ON EAST WATERSHED 4,352 cft , POROUS ASPHALT =95.7' ! - -- - - - K -I i - POROUS ASPHALT = 84..5' - I - - - 10' _ . 0 -�____ PSL- PS; - PSL SANITARY SCR LATERAL UNCOMPACTED NATIVE SU GRADE WEST WATERSHED - 17 cft w ; ut�wwl _ 2, - B 6 z K1 i - - - - - - - - ; -- - - - - - K1 -- - - K5 - - SEE DETAIL -SHEET 700 c� 825 - - - - - O ROPOSED PROFl - - - I - - -- _ _ - - O- - -- -- - -- : -O 825 DdcuEUTY ®■ ■ ■ ■ ■ ■ ®■ STORM SEWER W/MANHq.E PROPOSED ELEVATIONS: w p����AA ( ) STR. N0. 8 I - OVER LINE STirI -F' - - - - - - - _ - - " - - - - - - -- - - _ - E�4SEMEN & END SECTION in ° ° - - - - - - -- -- -- - --- - -- -- ------ ---- -- - O CURB STOP EAST WATERSHED fn - - RIM = 821.25 - - - - -- - - - - _- -- Fw F,v WATER LINE 10-YR STING PROFILE ` -- -- - - - - - - - - - - -- - - -- - - - - - - - - - _ - __ _ - 819.29 -_ - - -- _- N 'STM- - - - - _-- T - - -- - - -- ! ------------------ - -� - -= 1 YR - -- ' WATER SERVICE LINE W/WATER M 00- 819.58 - , ------- - - - - -= ---- - - - - -- _ __ _ - - - - - - - - - - - -- _- - _ _�� - - - - - -d __ _" r -..s yet vo- - 1 urn _`'- �l. <,„r> =rte ? -,� a -` -. r i v - -> .:c t ..Y-.-_- _r T. -a �_ . �_ .� _ -_ _ _ - - �- -� - _ _ - - I, WEST WATERSHED - - - - - _ - - - - -- _ -_ _ r. _ - - 20 - 820 10-YR 8 _ I _ 821 69 0 N 100- _ r YR 821.94 _ - - :PROVIDED DETENTION VOLUME- 2,171.9 cft. r _ , _ - . PROVIDED DETENTION VOLUME 2.171.9 cft.. I - - ;: N - .. - - - s, 11.1 ` _, _ , . - - - - - - - ,. .- - - - - _ - - - - - _ - _ - - - - J Of , T - r c U ti J U U U r r h r Y* r J - Y_ <� 60 LFT OF 8 0 SDR 35 PVC ®0.09 _ - . -_ , y v .r __ �. - - -1 �!�!1!�'t1:'h!� ,r� r! -'S X41 "�`1S� �''q' - -- - � 11 . f�. , h` \�` .. :, , c c \ , o Fes-v Q �.J G NOTES: - - 815 108 LFT OF 8'0 HDPE UNDERDRAIN ® 0.09 - _ - - -18' MIN. - - ; - -- - 94 LFT OF 8 0 HDPE UNDERDRAIN ® 0.09 - - -I - -- 815 Q `J E�; �J O �J O �J O O PROPOSED UNDERDRAIN WITHIN EACH m w CONTRACTOR TO EXCAVATE AND INSTALL AGGREGATE - - - INV. IN (N)= 816.06 -- - ! - -- - - - - - - cwn Y o _ . _ `r\ \ �, DETENTION BASIN - - - - - - - - - - - _ . - - - . _ ; - - - - - - - - - - -- - - -- - -- - - - _ - - - -- _ -- - rte- - - 2 - T i - - I INV.- 816.06 ; m FASM .ANON WOVEN GEOTEXTILE, TYPICAL TO A US FABRICS - STR. N0. 8B ' ! - ! - - - -- -- - - -- - - - -- -- A. c� �v :` �i4GATE �. ✓�v./o 11 - INV. OUT (E)= 816.06 I - - - - - - - - . ' - -- -- _ : -- - NON -WOVEN GEOTEXTI - - - - - -- - - -- cn Y w EQUAL, SHALL BE PLACED ALONG ALL NON WOVEN GEOTEXTILE - _ . . 6 0 WATER LINE : - - -- - �, cn O O O O O 120 NW OR AVA - - €- - - - ! - ! -- - - i - - - i - O ��� - 1� \ ��� �'�i �j SIDES OF EXC TED DETENTION BASINS > J �: - - - _ - - ��``i �. ] % : _ CONTRACTOR TO CONNECT PVC _ _ - -- - J .; ';j �' �_ '� t o =� �� o C '�\ % o C� S- _/ ����" �������o��a` uumuuuuuuuu »»uuuuiiiioiiiiiiiii , 810 0 PIPE TO HDPE UNDERDRAIN I 81 O 1 - 4~` _ 4 � ] �� O t , ,o\ 33N O , USING WATER TIGHT CONNECTIONS _ � v -- - __ � '% 11 C' - - - -- - - - - - -- __ -- - - - _ -- - _ - - - l - - - : _ rte) -, I : : : - 6 w - - - -- , - r - -- - - - - - - GEOTEXTILE - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - 0 NON WOVEN - �� z . _ --a- _ lt<t J'- - GEOTEXTILE _ >- N a ` Q EF , M I N .0 oo ul) 00 ,� e-° N r M N O t') CO , O Oo • is 2. O 8O5 N N N N N N N N - N, N N' M - M ►� ' N 8O5 -WOVEN 8 0 HDPE PERFORATID UNDERDRAIN N N N N N N N N N N 04 N N N j N� (� ` Co DD co : Co co ' o0 co ': 00 Co 00 Co ! CO Co ! op oo . m Co Co co ? 00 ao 1 00 GEOTEXTILE ° %,�`�(y ����\\ 45 +00 46 +00 47 +00 POROUS ASPHALT UNDERDRAIN DETAIL '' %, / /�� ROF��` NOT TO SCALE O O O + + + CONTRACTOR TO a TIM NORTH INSTALL HANDLE ON (o (o (o TOP OF WEIR PLATE a I I- \ 3.63' I I - v I 1 I I I I ( _-� - i =_ 1 - - - -- - - -1 _ -- - - -- - -- - - I 3.396' CONTRACTOR TO I I I 8 - _- - - -_ I X, - - - - INSTALL HANDLE ON I - - �, `S . TOP OF WEIR PLATE - - - - - ___ - - a Ix % ■ I 1 I I I LOT 10 I - __ LOT 9 I I W \: 3.5 o 0 0 0 ■ I LOT 12 1 I LOT 11 I I COMMON I M ■ (I ' 1 , - AREA � I � o ;� '2` ' 1 1 , 1 _ - - - - i � - - 2125' I I• I -' - -- _ - - -- � - -- - -- T I ----- = -T - -- J -- - - -= - -- = - -- '� PLACE I- e I I I_ � \� 3.0' ■ - - - - - -T -j -I -- I sCREEN ® - T �f - I OVER ORIFICE -- I I I I ( STR. SS -2 \ 1 I 11 - I I ��� I _ ��� PLACE SCREEN I5 1 ` K - r AGGREGATE =881 _�_� I OVER ORIFICE I I I I P,5 r -- �_:1 -- -�- - A I %\\\ 6.25' ■ ° A ° 6.25" ■ I ° ° o ° �° F . ° 4 ° °I° I ° ° ° 1 ° It I ■ N - - --- - - _ - -- 0' 0.260 0.26 ■ r - �- _ - _ \\ - - 0.00, - - 0.00, z z En ■ asi -- - 0.00 STR. N0. 12 �. �:3 .� .� .� �, _ -- 0.00 w w L. I w Q' _� sC , - _ - - - O � = ■ -, , \ O Q . w_., w O - - 17 POROUS ASPHALT f17 POROUS ASPHALT. o N ■ ■ _ o do AGGREGATE K I AGGREGATE ,-`� -� - r . I.- I Z I z.o, - - SHARP CRESTED z _ w 0 DETENTION BASIN o DETENTIOW BASIN �� SHARP CRESTED q. M.� LINE ST1v1 -I- , M o - fi F- ' �. WEIR DETAIL SECURE GALVANIZED STEEL ANGLE IRONS WEIR D ETA I L C-)' I W v - STR. NO. 10 w ' n¢ ° w �. � I- Q_ TO STRUCTURE USING GALVANIZED BOLTS z w - o '` W ° o 6 INTERVALS ALONG ENTIRE LENGTH � ° o STR. NO. 11B � I K I `\ I& o c) " 1 � �. OF PLATE. CONTRACTOR TO INSTALL Y' o z_ J STR. N0. 11 _ �_ I POROUS ASPHALT =78 �_ Go ® THICK GALVANIZED STEEL PLATE TO . ' ` j ,' �- = y " POROUS ASPHALT =94.T _v I I I - _ _ AGGREGATE - t . �, * ANGLE IRONS. ' "_ w g -T - - - - - - = I I I I LOT 8 - 10.0'1 �. f::. z I LOT 6 1 -- -� 1 I I \,. ;�' 12 N ", 8'0 HDPE W o w COMMON - - �' v . - -- _ ®0. 0 .009 �� - I - - -- 1 - � - I �% ;y N ®0 Q I I I k DUE c I I - -- = a - - - :,. " Z o cn 12'0 RCP 8 "� HDPgE L a ,� c� ° a o �1 _ ®0.00/0 i; , .} , 'a ; .. T W W w W HORZ. SCALE: 20 - - - -- -- - - - - - - - - - - - - - - - - r 'V r. t . W w w N ®0 279 'I= Tl, s ' s.. 11 VERT. SCALE: 5' I ; -- I - - - -: - - - - - - AGGREGATE r {^ µ� I o GGR �` POROUS ASPHALT =94.T - - -_ - - - - - - -- - - -- - POROUS ASPHALT =78 - - 10 - - �T z I °ov I - -- - -- -- -- - - - - - - -- - - - -- - - - _ - - - - - - - - - ' =�r r ,. f„ y m NEENAH FRAME & w ° z � _.,r- . +�.s i Z O N STR. N0. 12 - - STR. N0. 11 ; K I - - - I - - -- - - -- -- - - _ - - - - - - - - - - -- - -- - - 2 - I - _ I K6 - - _ .. -� , r -�. - - _ © ROPOSED PROFl © ; O "� CASTING R -171 OR cn w RIM = 823.00 RIM= 822.52 - - I - - - STING PROFILE - - - - -- - -- - - - -- - - APPROVED E AL VED EQUAL 5 c 825 -_ - - _ _ : N TM -I ._ _ . _- . I . _ , - - - - - - - - _ - - - - -- - 825 EQUAL OR APPRO CASTING R OVER LINE STM -1 �`' w w _ -. a cn - -- - - - - - - - -- - - - - -- - - - - -- - - � � 821.25 82252 3 � __ __ __ • -. - _. -- -.. -. -. - - a - -- - -. . _. -..__ - - _ -. - - --- --- --- ---- -- - -- - -- -- -__ - -- - - -.- - -- - - -_ -. -. _. -. -_ -. __ - -_ -_ - -. -- _ -_I - -- - .. __- -..- - - -._.. , ____ _.____ - - -. -_ - . -.. ____ -_ - - -- - _ - - - - - _.. - - - - - - -- - -- - - -- - - - -- - �� - - L- N Z . . 1 _ _ 9 LFT OF 12'0 RCP ®0.509 - I - - - -____ _ _- - - - -- - __ - -- - - - - - -- - - - - - - - I - - - - -- - W - • < r � 8 .19 w � _________ } ' _ 820.67 cn v -- -- - - - -- -- - - - - -- -- - -- - - -- - - - - - - - - ,.- yr _ `.fi: TOP OF PLATE �- 5 - - - - - - - _ - - - `; - - INV.-822.02 w - -- - - - - _ z t ::� w w 1 " f -nrr . _ .. .. - .. _._.. z_ _. -�' -{ _. _ _ _ -. �+- _�. _�... ,�.. -- �.' -` - -.. --- - "... -_. ,.p,- art ". w.r- -_ n- - - - _ _. r t - ] N _ € r _� -. _ 3.0 0 ORIFICE _ i _ _' .. TOP OF PLATE ... .. , t .. _ :- < , -. -, ,PROVIDED DETENTION VOLUME- 1,306.1 cft. ; , .: r• _ PROVIDED DETENTION VOLUME- 1,306.1 cft. : �> 1. - -- • - - - _ 67 LFT OF 8 0 SDR 35 PVC ®0.09 - INV.N819.69 1i V.N o 0 820 - - . 820 .., 1-1 : :. . ,. I ? `` -+ `=� STEPS AS SPECIFIED Z } n - 98 LFT OF 8'0 HDPE UNDERDRAIN ®0.09 - _ • !- ! - F 8.0 H DERDR ®0.09 3.5 0 OR 1. ; ti : `,_ 44 0 % - - - - . - - - : -- -18 MIN. , - -- - r - - -88 LFT 0 DPE UN AIN - , ;_ W IFlCE INV. IN N = 819.69 - _ _ . - - O i - - .._ :. - - - - - - - INV. -819 69 {':w r .. . a�. v n �, INV. 819.31 !- - SEPARATION; NON -WOVEN GEOTEXTILE -- - - _ - - s STR. NO. 11 B - ; . - - - - - -- - - - - - - - - - - - -- - • i � �. s : INV. OUT (S)= 819.69 - - - K ~t - - INV. IN (N)= 819.64 _ _ - - -- -- _ .._ - - NON WOVEN GEOTEXTILE CONTRACTOR TO CONNECT P - 6'0 WATER LINE T - - - - - - - ~.5° �r n r INV. OUT W = 819.34 - - - - - PIPE TO HDPE UNDERDRAIN - �; "z ��' O - __ - - - - - - - - -- - - - -- , - - - - D ,.: SAYS ,., "DON'T DIG BLIND SUMP EL= 816.84 ' - 5 _ _ - - - - - - - - - - - - -- USING WATER TIGHT CONNECTIONS - 815 "- L s:.� - , - - - - __ __ _ - - -- - - - - - - - - - _ -:11 dlik . - - 8.0 SANITARY SEWER - - - • �. - _ - - - - -- - - - -- - - 8 0 HDPE 0 HDP ,� j�, r,.` 8' E - INV.N815.59 -- - -- - - - - -- ' ? y �f :'; -- - - -- - -- - - - - - _ -- - - - - - - - - - - 8'0 12'0 RCP . . 12 I HDPE I - -- -- - : -_ - - ---- -_ - . 6.25 ORIFICE 6.2 ORIFICE I I 8 0 HDPE r r a te^ r' t , 1: -- -- - ---- - - - - -- - -- -- - - - - -.. _ -.. - -- -- - - -- --- - -- - -. - _ it _ _ 810 ! ! - . ,, �t , ,� >.. -r - -- 810 r r j l,. ,. • , r . 1 - _ - -- - - 6 _ - - - - =� -- OF ;8 STONE . - - - - - -- _ - _ - - BASE SET ON �' , � N cD . , . I - - - - - - PLAN VIEW" 'S THE LAW' � N o -00 - - in, I - - -E�- B o- - w-- ---^ g�- - -- -- - -- Vii- PLAN VIEW CALL z WMQW DAYS BEF YOU DIG o O Lo It I � O I n It ! � T_ d' N � I- n In : N - - - - - M CD - - - O C� - - - - 00 CO - : 4 N �; ,` c i M �i ,r; c-i ,°� CC r�; I cam; ° ` c�i - " ° c i ,°�; : c i - - DETENTION OUTLET STRUCTURE DETENTION OUTLET STRUCTURE - - - N 382 5544 8O5 N N : N N: N N: N N N N: N N! N - N t N N N' N - N` N - NO EARTHWORK DISTURBING ACTIVITY c Tal � ° �, � M N It N 8 0 5 P� INDIANA STATE LAW rs- ss -�ss�. Z ao Co 00 ; Co ao ; oo Co I Co co co ; oo oo - oo ' CO - - - oo as co ao 0o STR. NO. 8 STR. NO. 11 MAY COMMENCE UNTIL A STORM WATER IT IS AGANST M LAW To EXCAVATE 60 +00 61 +00 62 +00 NOT TO SCALE NOT TO SCALE MANAGEMENT PERMIT IS OBTAINED. WiRW NOT YIN TWO (2 SAYS BERN COUND4 G „,� SHEET 504 x 0 u 0 .J n N N v N r� N z Q v L, I 0 O QO vl z Q, i v Q u s 0 E 0 c_ 0 s Q) 0 u i a� a 0 i Q i '92 a 0 z 20 0 20 40 SCALE: 1" = 20' EXISTING CONTOUR INTERVAL = 1' PROPOSED CONTOUR INTERVAL = 1' ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE, CITY OR COUNTY OFFICIALS EXISTING LEGEND POWERPOLE POWERPOLE W/RISER r =1 POWERPOLE W/LIGHT �y STREET LIGHT GUY WIRE -- -- =_ =_ _- CONTOURS PROPERTY LINE SECTION LINE RIGHT —OF —WAY ADJOINER LINE — — — — — — -- — EASEMENT _--------------- - - - - -_ PAVEMENT LINE —z FENCE — DITCH _ = GAS LINE -- TELEPHONE UNE — WATER LINE - - -- - - - CABLE TV LINE _ = ELECTRIC LINE - - OVERHEAD UTILITY LINE SANITARY SEWER W/MANHOLE Ems-- ---- -- ---- - -- - --- STORM SEWER W /CURB INLET PROPOSED LEGEND ® ELECTRIC METER 800 CONTOURS TRAFFIC MANHOLE !y� STORM MANHOLE -+ FIRE HYDRANT I" WATER METER — — — — — — — RIGHT —OF —WAY WATER VALVE CROSSWALK GAS MARKER . . . . . . . . . . GAS VALVE — — — — — SETBACK LINE GAS METER -, CLEANOUT J AIR CONDITIONER O BASKETBALL GOAL SANITARY SEWER W/IdANHOIE TREE -- -- =_ =_ _- CONTOURS PROPERTY LINE SECTION LINE RIGHT —OF —WAY ADJOINER LINE — — — — — — -- — EASEMENT _--------------- - - - - -_ PAVEMENT LINE —z FENCE — DITCH _ = GAS LINE -- TELEPHONE UNE — WATER LINE - - -- - - - CABLE TV LINE _ = ELECTRIC LINE - - OVERHEAD UTILITY LINE SANITARY SEWER W/MANHOLE Ems-- ---- -- ---- - -- - --- STORM SEWER W /CURB INLET PROPOSED LEGEND ® STORM CURB INLET 800 CONTOURS } {; r `" ` "� —� ASPHALT — — — — — — — — ASSUMED DRIVE/BLDG LOCATION CONTRACTOR TO PROTECT 0 CONCRETE — — — — — — — RIGHT —OF —WAY r r t _ A.'., ,;' r ,rz �, ir, ",_ �_ y' _ ,; ;�:8 CROSSWALK LOT LINE . . . . . . . . . . •_ POROUS ASPHALT — — — — — SETBACK LINE —7/ — — — EASEMENT LINE O WALKING PATH SANITARY SEWER W/IdANHOIE FYS FRONT YARD SETBACK SANITARY SEWER LATERAL " — '� -" SYS SIDE Y�A(RRD SETBACK WITH CLEANOU D&UE MAA & UTILITY a' m ■ m m ■ m m m m m o m[] STORM SEWER W/11ANHOLE do END SECTION 0p CURB STOP — — — — UNDERDRAIN M.F.P.G. MIN. FLOOD PROTECTION GRADE Fw p WATER LINE M.L.A.G. --- MIN. LOWEST ADJ. GRADE DRAINAGE FLOW` i __ .� 5 —WATER SERVICE LINE W/WATER M EROSION CONTROL LEGEND LOJ SILT FENCE SLOPE CHECK (NUTEC 3 NWS -6 OR APPROVED EQUAL) ■��������•�■ CONSTRUCTION LIMITS OA SILT SACK INLET FILTER (SEE DETAIL —SHEET 601) © FABRIC DROP INLET PROTECTION (SEE DETAIL —SHEET 601) © CONCRETE WASHOUT AREA (SEE DETAIL THIS SHEET) EROSION CONTROL NOTES __ I 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE, COUNTY, CITY OR LOCAL OFFICIALS. 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 3. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS WITHIN THE PROPOSED POROUS ASPHALT AREAS, 1st AVE NW, OR 136th STREET. 4. CONSTRUCTION STAGING AREA (TO BE DETERMINED BY CONTRACTOR) SHALL INCLUDE THE NOI POSTING, PORT —O —LETS, TRASH CONTAINERS, AND FUELING TANKS. CONTRACTOR SHALL NOT LOCATE STAGING AREA WITHIN POROUS ASPHALT AREAS. 5. A TRAINED INDIVIDUAL MUST PERFORM AN INSPECTION ONCE A WEEK AND AFTER EVERY V OR MORE RAIN EVENT. A LOG OF THE INSPECTION REPORTS MUST BE KEPT AND MADE AVAILABLE TO THE TOWN INSPECTOR UPON REQUEST. 6. PRIOR TO CONSTRUCTION OF THE INDIVIDUAL HOMES, THE GENERAL CONTRACTOR SHALL PROTECT THE POROUS PAVEMENT ALLEYS BY INSTALLING 6" OF 153 STONE OVER TWO LAYERS OF NON —WOVEN GEOTEXTILE. REFER TO THE POROUS PAVEMENT PROTECTION PLAN DETAIL LOCATED ON THIS SHEET. PUBLIC ROAD • NNN • son rr ••i• • � N •N�r N❖.. 1••�•~••N•N•N 77, STRAW BALE (ALTERNATE - T ■�_- �� �_ ss =- MATERIALS OR PRODUCTS MAY POLYETHYLENE LINING (10 MIL); THE LINING SHOULD TO ISECUIRE THE J IAr LLJ Instr. �9131665JJ POLYETHYLENE LINING TO P.C. 1, slide 201 } {; r `" ` "� ,i I, i � 7.11 1 •1 1• I�' CONTRACTOR TO PROTECT .� METAL PINS OR STAPLES x x x: -x x x X� BE USED TO PROVIDE 1 M 21 »1 THE STRAW BALES r r t _ A.'., ,;' r ,rz �, ir, ",_ �_ y' _ ,; ;�:8 . . . . . . . . . . . . . . . . . . . . . ALLEY P PRIOR TO ACCESSING INDIVIDUAL LOTS . . . . . . . . . . .............. . . .. ............. .............. LOJ SILT FENCE SLOPE CHECK (NUTEC 3 NWS -6 OR APPROVED EQUAL) ■��������•�■ CONSTRUCTION LIMITS OA SILT SACK INLET FILTER (SEE DETAIL —SHEET 601) © FABRIC DROP INLET PROTECTION (SEE DETAIL —SHEET 601) © CONCRETE WASHOUT AREA (SEE DETAIL THIS SHEET) EROSION CONTROL NOTES __ I 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE, COUNTY, CITY OR LOCAL OFFICIALS. 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 3. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS WITHIN THE PROPOSED POROUS ASPHALT AREAS, 1st AVE NW, OR 136th STREET. 4. CONSTRUCTION STAGING AREA (TO BE DETERMINED BY CONTRACTOR) SHALL INCLUDE THE NOI POSTING, PORT —O —LETS, TRASH CONTAINERS, AND FUELING TANKS. CONTRACTOR SHALL NOT LOCATE STAGING AREA WITHIN POROUS ASPHALT AREAS. 5. A TRAINED INDIVIDUAL MUST PERFORM AN INSPECTION ONCE A WEEK AND AFTER EVERY V OR MORE RAIN EVENT. A LOG OF THE INSPECTION REPORTS MUST BE KEPT AND MADE AVAILABLE TO THE TOWN INSPECTOR UPON REQUEST. 6. PRIOR TO CONSTRUCTION OF THE INDIVIDUAL HOMES, THE GENERAL CONTRACTOR SHALL PROTECT THE POROUS PAVEMENT ALLEYS BY INSTALLING 6" OF 153 STONE OVER TWO LAYERS OF NON —WOVEN GEOTEXTILE. REFER TO THE POROUS PAVEMENT PROTECTION PLAN DETAIL LOCATED ON THIS SHEET. PUBLIC ROAD • NNN • son rr ••i• • � N •N�r N❖.. 1••�•~••N•N•N 77, STRAW BALE (ALTERNATE - T ■�_- �� �_ ss =- MATERIALS OR PRODUCTS MAY POLYETHYLENE LINING (10 MIL); THE LINING SHOULD TO ISECUIRE THE J IAr LLJ Instr. �9131665JJ POLYETHYLENE LINING TO P.C. 1, slide 201 } {; r `" ` "� AGGREGATE " 6 WASHED x1m I CONTRACTOR TO PROTECT .� METAL PINS OR STAPLES x x x: -x x x X� BE USED TO PROVIDE EXTEND OVER THE STRAW THE STRAW BALES r r t _ A.'., ,;' r ,rz �, ir, ",_ �_ y' _ ,; ;�:8 AGGREGATE ALLEY P PRIOR TO ACCESSING INDIVIDUAL LOTS Ex x x x x ? ;- &4 x xcjz ■ E_ ,t:■ ■ ■_ s ■ L= INSIDE LENGTH PLAN VIEW W--INSIDE WIDTH NOT TO SCALE STRUCTURAL CONTAINMENT. TO SECURE THE BAGS, WOOD OR METAL STAKES TO ALTERNATIVE MATERIALS OR POLYETHYLENE LINING TO SECURE THE STRAW BALES PRODUCTS WILL REQUIRE DESIGN THE STRAW BALES MODIFICATION. (2 PER STRAW BALES) POLYETHYLENE LINING (10 MIL); J STRAW BALE (ALTERNATE THE LINING SHOULD EXTEND OVER COMPACTED - MATERIALS OR PRODUCTS MAY THE STRAW BALES. BE USED TO PROVIDE SOIL MATERIAL STRUCTURAL CONTAINMENT.) c1=r_T1nN n_n CONCRETE WASHOUT DETAIL © NOT TO SCALE NOT TO SCALE 21" or 36.5" #2 AGGREGATE xKt\ UNCOMPACTED NATIVE SUBGRADE POROUS PAVEMENT ALLEY PROTECTION PLAN NOT TO SCALE LOT TEMPLATE DETAIL NOT TO SCALE NOTE NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. 2. CONTRACTOR TO MULCH SEED ANY DISTURBED AREAS WITHIN 7 DAYS, DUE TO CONSTRUCTION OF BUILDING PADS. 3. ALL STORMWATER POLLUTION PREVEN11ON CONTROLS MUST BE FUNCTIONAL AND MAINTAINED THROUGHOUT CONSTRUCTION. 4. CORRECTIONS MUST BE MADE WEEKLY AND BEFORE ANY ANTICIPATED RAIN. 5. ANY AREAS WHERE SEDIMENT IS ACTIVELY LEAVING THE SITE MUST BE REMEDIED IMMEDIATELY. 6. CONTRACTOR SHALL GAIN ACCESS TO EACH INDIVIDUAL LOT VIA 1st AVE. N.W., 136th STREET, OR 7th ST. N.W., FOR LOTS ONLY ACCESSIBLE BY THE ALLEYS. THE CONTRACTOR SHAD_ TAKE EXTRA CARE TO NOT DESTROY THE ADDITIONAL AGGREGATE AND GEOTEXTILE OVER THE DETENTION FACILITIES. 6" 153 STONE 20' (MIN.) 3.0% 3.0x r�. 0a00000 ��CCOCOCCCOvOCOOCCOGCCCO0000COv �:_ 00o00ooC 00000000000000000000000c00 000000 CO .00CC - - -- - 1,1000000 C OOOCCO SEE NOTES FOR AGGREGATE SECTION GEOTEXTILE FABRIC SECTION A -A 6" 12 STONE TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE Km. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND' "IT'S THE LAW" CALL 2 WORM DAYS BEFORE YOU DIG 1- 800 - 382 -5544 cmi Tat na PM NDIANA STATE LAW IS- 69-10. IT IS AGMST THE LAW TO EXCAVATE NITH M NOTFM THE UIDERGRM LOCATION SERVICE Two (2) wmw DAYS BEFORE COWLENCNG WORK. �Ix °c O • n �U O p x1m i ~ w W=10 FEET N ' O U X X C/)f- Z 0p A si I w A eHx 1 a Q tAw Ex x x x x ? ;- &4 x xcjz ■ E_ ,t:■ ■ ■_ s ■ L= INSIDE LENGTH PLAN VIEW W--INSIDE WIDTH NOT TO SCALE STRUCTURAL CONTAINMENT. TO SECURE THE BAGS, WOOD OR METAL STAKES TO ALTERNATIVE MATERIALS OR POLYETHYLENE LINING TO SECURE THE STRAW BALES PRODUCTS WILL REQUIRE DESIGN THE STRAW BALES MODIFICATION. (2 PER STRAW BALES) POLYETHYLENE LINING (10 MIL); J STRAW BALE (ALTERNATE THE LINING SHOULD EXTEND OVER COMPACTED - MATERIALS OR PRODUCTS MAY THE STRAW BALES. BE USED TO PROVIDE SOIL MATERIAL STRUCTURAL CONTAINMENT.) c1=r_T1nN n_n CONCRETE WASHOUT DETAIL © NOT TO SCALE NOT TO SCALE 21" or 36.5" #2 AGGREGATE xKt\ UNCOMPACTED NATIVE SUBGRADE POROUS PAVEMENT ALLEY PROTECTION PLAN NOT TO SCALE LOT TEMPLATE DETAIL NOT TO SCALE NOTE NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. 2. CONTRACTOR TO MULCH SEED ANY DISTURBED AREAS WITHIN 7 DAYS, DUE TO CONSTRUCTION OF BUILDING PADS. 3. ALL STORMWATER POLLUTION PREVEN11ON CONTROLS MUST BE FUNCTIONAL AND MAINTAINED THROUGHOUT CONSTRUCTION. 4. CORRECTIONS MUST BE MADE WEEKLY AND BEFORE ANY ANTICIPATED RAIN. 5. ANY AREAS WHERE SEDIMENT IS ACTIVELY LEAVING THE SITE MUST BE REMEDIED IMMEDIATELY. 6. CONTRACTOR SHALL GAIN ACCESS TO EACH INDIVIDUAL LOT VIA 1st AVE. N.W., 136th STREET, OR 7th ST. N.W., FOR LOTS ONLY ACCESSIBLE BY THE ALLEYS. THE CONTRACTOR SHAD_ TAKE EXTRA CARE TO NOT DESTROY THE ADDITIONAL AGGREGATE AND GEOTEXTILE OVER THE DETENTION FACILITIES. 6" 153 STONE 20' (MIN.) 3.0% 3.0x r�. 0a00000 ��CCOCOCCCOvOCOOCCOGCCCO0000COv �:_ 00o00ooC 00000000000000000000000c00 000000 CO .00CC - - -- - 1,1000000 C OOOCCO SEE NOTES FOR AGGREGATE SECTION GEOTEXTILE FABRIC SECTION A -A 6" 12 STONE TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE Km. NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. HOLEY MOLEY SAYS "DON'T DIG BLIND' "IT'S THE LAW" CALL 2 WORM DAYS BEFORE YOU DIG 1- 800 - 382 -5544 cmi Tat na PM NDIANA STATE LAW IS- 69-10. IT IS AGMST THE LAW TO EXCAVATE NITH M NOTFM THE UIDERGRM LOCATION SERVICE Two (2) wmw DAYS BEFORE COWLENCNG WORK. °c O • n �U O p CD _� • La,� ~ w A^ N z w U C/)f- Z 0p w i U a Q 0 U W ZU O J p C) w J z p w � z c co 3 o 0 cni — o U) U 0 N 0 ' N J Q 6 Z m O� Q p ti/ \\,,� ,�o Cy) ....... � p��o. � , Ilk • :�� 06. W a. - - Q �ZrO v�y cn /O� \\\\ U � � C.D a p M p M p = p m �2 w ~ W 0 U 0 0 U � z w � � co W � � Q U 1N -- z Q a O � U- o O W 0 Z 0 J Q U P M g a p U W Co N O (n Li � Z U 5 w � En � W W Z U w � C7 z O Z Ln O 5 W W W N W C-5 Q Ix U W � N p Z Q Z O } O w O M CL z W N M w 5 w 0 N z LJ N U N � a- F-- O w z O � C-) W N 5 I w � N .- 00 .-- N m w 111 c0 Ln � M N 0 Z SHEET 600 X 0 U 0 J) .- (1 fln N N 0 N r) N Ui Q w 0 U W Q0 vO Z Q Cl- i C-) Q U ,J) C 0 E 0 U (1) L J), (; 0 U i (; a 0 Q i 0) U Q i EROSION CONTROL PLAN INDEX SWPPP for Construction Sites: 1. 14 -DIGIT WATERSHED HYDROLOGIC UNIT CODE The Hydrologic Unit Code for the represented watershed of this project is: 05120201090030 2. NAME OF ALL RECEIVING WATERS The ultimate receiving water for this project is Little Cod Creek. 3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 -YR) Qpre Max. East Basin (10 year) = 2.32 cfs Qpre Max. West Basin (10 year) = 1.77 cfs Qpost Max. East Basin (10 year) = 1.70 cfs (outflow from porous asphalt areas) Qpost Max. West Basin (10 year) = 1.33 cfs (outflow from porous asphalt areas) 4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater discharge shall leave the site via an existing 1200 RCP from the East Basin and a proposed 12'0 RCP from the West Basin. 5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER Quality treated stormwater may have an opportunity to interact with groundwater under the porous pavement detention facilities. 6. SOILS MAP OF THE PREDOMINANT SOIL TYPES The soils map and all pertinent soil type information are located in the upper ri ght quadrant of the Erosion Control Details (this sheet). The existing soils are primarily day, therefore, the detention facilities were designed, and shall be constructed, assuming no infiltration of detained runoff shall occur. 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES There is a potential for pollutants associated with construction machinery including diesel fuel, hydraulic fluid, engine oils and lubricants, antifreeze and other petroleum products. It is unavoidable for a small amount of these pollutants to contaminate sal in the grading and construction of the site. Sediment pollution from site disturbing activities shall be remedied by erosion control measures (see following sections). 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: • SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATION The construction sequence & schedule of erosion control measure implementation is located along the left side of the erosion control details (this sheet). • SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sediment control measures for sheet flow areas are shown on the Erosion Control Plan (Sheet 600). Specifications and Details are located on the Erosion Control Details (this sheet). • SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Sediment control measures for concentrated flow areas are shown on the Erosion Control Plan (Sheet 600). Specifications and Details are located on the Erosion Control Details (this sheet). • STORM SEWER INLET PROTECTION MEASURES Storm sewer inlet protection measures are shown on the Erosion Control Plan (Sheet 600). Specifications and Details are located on the Erosion Control Plan (Sheet 600). • RUNOFF CONTROL MEASURES Runoff control measures are shown on the Erosion Control Plan (Sheet 600). Specifications and Details are located on the Erosion Control Details (this sheet). • STORMWATER OUTLET PROTECTION MEASURES Stormwater outlet protection measures are shown on the Erosion Control Plan (Sheet 600). Specifications and Details are located on the Erosion Control Details (this sheet). • GRADE STABILIZATION STRUCTURES No grade stabilization structures are required for this project • LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE Each stormwater quality measure is shown on the Erosion Control Plan (Sheet 600) and associated details/specifications are shown on the Erosion Control Details (this sheet). • STORMWATER QUALITY MEASURE IMPLEMENTATION Stormwater quality measures are implemented by construction of the site improvements. • PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES Post construction stormwater quality measures shall consist of storm structures constructed with sumps and the porous asphalt and stone subbase areas for filtering sediment • LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE Are shown within the construction plans. • MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITY MEASURES All vegetated surfaces shall be maintained by mowing, removing trash and debris, and re- planting any vegetated areas as necessary In addition, all sumps shall be inspected and cleaned no less than 3 times per year. The proposed porous asphalt areas shall be inspected quarterly, for any plugging of the porous asphalt surface. The porous asphalt shall be vacuumed of any obstructions and routine collection of debris and trash will be required. MONITORING AND MAINTENA GUIDELIN NCE ES: GRAVEL CONSTRUCTION DRIVE AND PARKING AREA: A. Inspect weekly and after each storm event and log condition per IDEM. TOPSOIL. A. Inspect weekly until vegetation is established and log condition per IDEM. TEMPORARY AND PERMANENT SEEDING: A. Inspect periodically, especially after storm events, until the stand is successfully established. B. Plan to add fertilizer the following growing season according to soil test recommendations. C. Repair damaged, bare, or sparse areas by filing any gullies, re- fertilizing, over - or re- seeding, and mulching. D. If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, and mulching; repair the affected area either by over- seeding or by re- seeding and mulching after re- preparing the seed bed. E. If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. F. If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. G. Reference the latest INDOT Specifications. MULCHING: A. Inspect after storm events to check for movement of mulch or for erosion. B. If washout, breakage, or erosion is present, repair the surface, then re -seed, re- mulch, and , if applicable, install new netting. C. Continue inspections until vegetation is firmly established. D. Reference the latest INDOT Specifications. SILT FENCE A. Inspect the sit fence periodically and after each storm event B. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. C. Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. D. Take care to avoid undermining the fence during dean out E After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize. SILTSACK INLET PROTECTION: A. Inspect the sit sack inlet protection periodically and after each V storm event B. Remove deposited sediment when it reaches half the height of the filter at the lowest point C. Remove the silt sack inlet protection and sediment deposits after contributing drainage area is stabilized. RIPRAP: A. Inspect periodically for displaced rock material, slumping, and erosion at edges, especially downstream or downslope. OVERALL PROJECT SITE A. Qualified Inspector shall inspect the entire site at a minimum of once per week and Within 24 hours of a 0.5' or more rain event B. Log all findings on an adequate inspection form. C. Keep all inspection forms until the Notice of Termination (NOT) can be filed. 9. GENERAL CONSTRUCTION SEQUENCE • A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF CARMEL BEFORE ANY LAND DISTURBANCE MAY BEGIN. • Appropriate erosion control measures shall be placed inside existing structures and in ditches as shown in these plans before any land disturbing activities are started. • Construct temporary gravel entrance in accordance with the 'INDIANA STORM WATER QUALITY MANUAL'. All other erosion control measures shall be installed and constructed as shown at the beginning of the project • Strip topsoil and stockpile as shown. • Rough grade site. Disturbed areas should be seeded immediately following rough grading. Areas that will not be disturbed again should be permanently seeded. No unvegetated areas should be exposed for more than seven days. • Excavate porous pavement /detention facility areas and install the non -woven geotextle and applicable storm sewer lines and aggregate. Contractor shall immediately wrap the top of these areas with geotextle and place an additional six -inch layer of J53 stone on top of the geotextle. This shill limit the potential of sediment to compnmise the detention facility. • Place drainage structures and nyloplast catch basins. All applicable storm sewers already installed within the detention facility shall be connected to the appropriate drainage structure. Erosion control measures shall be placed around proposed structures as soon as they are in place and until vegetation is secure. • Find grade site. All erosion control blankets shall be installed per manufacturers recommendations as soon as find grading is complete. • Find paving operations. Temporary erosion control measures shall remain in place until vegetation is secure. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND /OR DISPOSAL AREAS Topsoil shall be stockpiled in a convenient location (as determined by the owner and /or contractor) within the construction site as shown on the Erosion Control Plan (Sheet 600). 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: TEMPORARY SURFACE STABILIZATION • Temporary surface stabilization methods are shown on the Erosion Control Plan (Sheet 600) and detailed on the Erosion Control Details (this sheet). Upon completion of the porous pavement /detention facility between Lots 1 do 7 and ots 8 & 9, the contractor shall immediately place the non -woven geotexbles over the & ® areas as shown on Sheet 300. Topsoil shdl be placed over the geotextle and mulched seeding and /or sodding shall be installed immediately to stabilize these areas. PERMANENT SURFACE STABILIZATION • Permanent surface stabilization methods are shown on the Erosion Control Plan (Sheet 600) and detailed on the Erosion Control Details (this sheet). 12. EROSION Ec SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS Erosion and sediment control plans shall be created and submitted for approval for each residential lot 13. MATERIAL HANDUNG, STORAGE, AND SPILL PREVENTION PLAN Spill prevention shall be accomplished by utilizing spllguords for equipment fueling and servicing operations. Spllguards shall be 3'x3'x6 and shall be constructed of a material resistant petroleum products (including diesel fuel and oil). On -site fuel storage tanks shall have emergency storage capacity directi below the tank in case of rupture. Any hazardous material spillage shall be collected and7or cleaned immediately by a trained individual and disposed of in accordance with all federal, state and local regulations. INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317) 232 -8603 CITY OF CARMEL FIRE DEPARTMENT (317) 571 -2716 *ADDITIONAL MATERIAL HANDLING AND SPILL PREVENTION (THIS SHEET)* 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE • Contact Information: NAME John Edwards ADDRESS: 1132 S. Rangeline Road, Suite 100, Carmel, IN 46032 PHONE 317 -846 -7017 x 204 EMAIL- jedwardsdangstondev.com List of qualifications: A. 10+ years of experience in the construction /implementation of SWPPP's B. Attended multiple seminars for Best Erosion Control Practices 15.GENERAL SWPPP NOTES: • PROJECT NARRATIVE This project involves the creation of 12 single family residential lots. The project is located at the southwest comer of 136th Street and 1st Ave. NW. All roadways, parking facilities and walks necessary for the development shall be constructed as part of the construction plans herein. Drainage shall be collected by proposed storm sewers and porous asphalt areas. Water, sanitary sewer, telephone, cable, gas and electric utilities shall serve the property as well. Construction is anticipated to begin in the Fall of 2011. • VICINITY MAP The vicinity map is located on the right portion of the Erosion Control Details (this sheet). Latitude N39.58'40" Longitude W86'07'45' • LEGAL DESCRIPTION The legal description of the project site is located in the upper right quadrant of the Erosion Control Details (this sheet). • LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS All pertinent lot information is included on the plan view of the Erosion Control Plan (Sheet 600). Anticipated utilities, and structures are depicted as well. • STATE AND /OR FEDERAL WATER QUALITY PERMITS No State or Federal Water Quality Permits shall be required for this development ADJACENT LANDUSE The adjacent landuses are labeled on the Erosion Control Plan (Sheet 600). • DISTURBED AREAS The construction limits (boundary of disturbed area) are shown on the Erosion Control Plan (Sheet 600). • EXISTING VEGETATIVE COVER The existing site consists of eight (8) single family lots that contain residential structures, driveways, utilities, grass and trees. • WETLANDS, LAKES AND WATER COURSES. There are no wetlands, lakes and /or waterways. • 100 YEAR FLOOD PLAINS, FLOODWAYS AND FLOODWAY FRINGES By graphic plotting only, the tract of land, to it's entirety, described hereon lies within Zone "X' (Areas determined to be outside the 0.2% annual chance floodplain) as plotted on the Federal Emergency Management Agency Flood Insurance Rate Map for Hamilton County, Indiana, Community Panel No. 18057CO226 F, which bears an effective date of February 19, 2003, and Panel 1800810226. Panel not printed per FEMA. • PROPOSED STORMWATER SYSTEMS The proposed stormwater system sizes and dimensions are labeled on the Erosion Control Plan (Sheet 600). • OFF -SITE CONSTRUCTION ACTIVITIES Off -site Construction Activities include: 1. The extension of water and sanitary infrastructure. • PROPOSED POLLUTANT'S AND SOURCES ASSOCIATED WITH PROPOSED LAND USE Potential pollutants include fertilizers, herbicides, and pesticides. In addition trash, debris and bacteria are pollutants that may be encountered. • CONSTRUCTION ENTRANCE The construction entrance shall be constructed off of 1st Ave. NW. Specifications and detals are located on the Erosion Control Sheet (Sheet 600). TOPOGR APHY EXISTING SITE Existing one -foot contours are shown on the Erosion Control Plan (Sheet 600). • PROPOSED SITE TOPOGRAPHY Approximate one -foot contours are shown on the Erosion Control Plan (Sheet 600). CITY OF CARMEL SWPPP for Post - Construction: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Potential pollutants include petroleum products and antifreeze from automobiles using the parking areas, fertilizers, pesticides, and herbicides for lawn maintenance and sediment from various sources. 2. POST- CONSTRUCTION STORMWATER QUALITY MEASURES SHALL CONSIST OF: 1. Porous asphalt areas that shall be installed with applicable amounts of aggregate for water quality and quantity treatment 2. Sumps pre - manufactured within applicable storm sewer inlets and manholes. 3. Grass lined filter strips shall remain along the south and westem portions of the site. 4. Nyloplost Catch Basins shall be installed to collect all sediment and debris from roof drainage prior to entering the applicable detention facility. 5. A snout device shall be Installed within Structure No. 4 and No. 6. The device shall help prevent oils, sediment and flootables from entering the aggregate detention faclity. 4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The grass lined filter strip areas shall remain undisturbed for the initial construction activities. The storm structures, containing sumps, shall be installed after topsoil has been striped and rough grading has occurred. The porous asphalt areas shall be installed after a mapntyy of the construction is complete for the overall development 5. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS The stormwater quality measures proposed for this project are shown on the Erosion Control Plan (Sheet 600) and Specification and Details are located on the Erosion Control Details (this Sheet). 6. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST - CONSTRUCTION STORMWATER QUALITY MEASURES: An operation and maintenance manual shall be supplied as a separate document to the City of Carmel Engineering Department GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE WITH IDEM GENERAL PERMIT RULES FOR STORM WATER RUNOFF FROM CONSTRUCTION SITES 1. All erosion control practices shall be in accordance with the latest edition of the 'INDIANA STORM WATER QUALITY MANUAL' and the SCS 'Field Office Technical Guide.' 2. The erosion control measures included in this plan shall be installed prior to initial land disturbance activities or as soon as practical. Sediment shall be prevented from discharging from the project site by installing and maintaining silt fence, sediment basins, etc. as shown on this plan. Energy- dissipation devices, at the outfall of the storm sewer system, shall be installed at the time of the construction of the outfall. 3. All on -site storm drain inlets shall be protected against sedimentation with silt sack inlet filters, filter fabric, or equivalent barriers as shown on this plan. 4. Except as prevented by inclement weather conditions or other circumstances beyond the control of the contractor /developer appropriate erosion control practices will be initiated within (7) seven days of the last land disturbing activity at the site. The site shall be stabilized by seeding, sodding, mulching, covering, or by other equivalent erosion control measures. 5. This erosion control plan shall be implemented on all disturbed areas within the construction site. All measures involving erosion control practices shall be installed under the guidance of a qualified person experienced in erosion control and following the plans and specifications included herein. 6. During the period of construction activity, all sediment basins and other erosion control measures shall be maintained by the contractor. At the completion of construction, the contractor shall coordinate the transfer of required maintenance responsbli ties with the owner. 7. Public or private roadways shall be kept cleared of accumulated sediment Bulk clearing of accumulated sediment shall not include flushing the area with water. Cleared sediment shall be returned to the point of likely origin or other suitable location. 8. The contractor shall control wastes, garbage, debris, wastewater, and other substances on the site in such a way that they shall not be transported from the site by the action of winds, storm water runoff, or other forces. Proper disposal or management of all wastes and unused building materials appropriate to the nature of the waste or material is required. 9. Additional erosion control measures may be required by state, City of Carmel, and county agencies. ADD11IONAL MATERIAL HANDLING AND SPILL PREVEN110N PLAN A. PURPOSE The purpose of this plan is two fold: 1. To help protect the health and safety of those working on the site as well as the environment 2. Preventing the contamination of storm water runoff. Pollutants generated onsite may include gasoline, diesel fuel, oils, grease, paints, pesticides, nutrients, concrete washout, soil, solvents, paper, plastic, Styrofoam, metals, glass and other forms of liquid or solid wastes. This plan outlines procedures to help prevent health and safety issues, contamination of storm water by onsite pollutants, help prevent fuel and chemical spills and provide a response procedure should a spill occur. B. PREVENTION AND READINESS 1. The contractor or responsible party will prepare a contact list in the event of a spill on the site. The contact list will have names and contact numbers. The contact list will specify first responders and a chain of command. Include information on what circumstances require the initiation of the contact list and chain of command 2. The contractor /owner shall maintain a list of qualified contractors, Vac - trucks, tank pumpers and other equipment or businesses qualified to do dean -up operations. Absorbent materials and supplies need to be available onsite in sufficient quantities to address minor spills. All employees need to be educated on the proper application of the absorbent materials. 3. All maintenance and equipment operators must be aware and trained for prevention of spills. A continuing education program is required for new employees and emphasizing the importance to all employees. 4. All materials used in the course of a cleanup will be disposed in a manor approved by Indiana Department of Environmental Management 5. Using water to flush spilled material will not be permitted unless authorized by a state, federal, or local agency. Tarps can be used to cover spilled material during rain events. C. SPILL RESPONSE Minor - Small spills that typically involve oil gasoline, paint, hydraulic fluid etc. Minor spills can be controlled by the first responder at the discovery of the spill. • Contain spill to prevent material from entering storm or ground water. Do not flush With water or bury. • Use absorbent material to dean -up spill material and any subsequently contaminated soil and dispose of properly. Semi - significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills can be generally controlled by the first responder with help from other site personnel. This response may require other operations to stop to make sure the spill is quickly and safely addressed. At the discovery of the spill: • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absorbent material to dean -up spills and dispose of properly. Spills on impervious surfaces should be contained with a dry absorbent Spills on clayey sots should be contained by constructing an earthen dike and should be disposed of as soon as possible to prevent migration deeper into the soil and groundwater. Dispose of contaminated soils or absorbents properly. • Contact 911 if this spill could be a safety issue. • Contact supervisors and designated inspectors immediately • Contaminated solids to be removed to an approved landfill. Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or animals or has the potential for surface or groundwater pollution. • Control or contain the spill without risking bodily harm. Temporarily plug storm drains if possible to prevent migration of the spill into the stormwater system. • Immediately contact the local Fire Department at 911 to report any hazard material spill. • Contact supervisors and designated inspectors immediately. Other county or municipal officials (list as needed) responsible for storm water facilities should be contacted as well. The contractor Is responsible for having these contact numbers available at the job site. A written report should be submitted to the owner as soon as possible. • As soon as possible but within 2 hours of discovery, contact the Department of Environmental Management, Office of Emergency Response 1- 888 - 233 -7745. The following information should be noted for future reports to IDEM or the National Response Center. o Name, address and phone number of person making the spill report o The location of the spill o The time of the spill o Identification of the spilled substance o Approximate quantity of the substance that has been spilled or may be further spilled o The duration and source of the spill o Name and location of the damaged waters o Name of spill response organization o What measures were taken in the spill response o Other information that may be significant Additional regulation or requirements may be present A spill response professional should be consulted to make sure all appropriate and required steps have been taken. Contaminated solids should only be removed from the site after approval is given by Emergency Response. D. THE FOLLOWING PROCEDURES AND PRACTICES WILL HELP PREVENT UNNECESSARY SPILLS I VEHICLE AND EQUIPMENT FUELING DESCRIPTION AND PURPOSE: • Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. LIMITATIONS: • Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. IMPLEMENTATION: • Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. • Discourage `topping -off" of fuel tanks. • Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly, after use. • Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. • Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. • Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. • Train employees and subcontractors in proper fueling and cleanup procedures. • Dedicated fueling areas should be protected from stormwater run -on and runoff, and should b e located at least 50 feet away from the downstream tream drainage e facilities and watercourses. Fueling must be performed on level-grade areas. • Protect fueling areas with berms and dikes to prevent run -on, runoff, and to contain spills. • Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. • Federal, state, and local requirements should be observed for any stationary above ground storage tanks. INSPECTION AND MAINTENANCE • Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. • Keep ample supplies of spill cleanup materials onsite. • Immediately dean up spills and properly dispose of contaminated soils. II. SOLID WASTE MIANAGEMENT DESCRIPTION OF PURPOSE • Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. SUITABLE APPLICATIONS: This BMP is suitable for construction sites where the following wastes are generated or stored: • Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction. • Packaging materials including wood, paper, and plastic. • Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces, and masonry products. • Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes, • Construction waste including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non - hazardous equipment parts. Styrofoam and other materials send transport and package construction materials. IMPLEMENTATION: The following steps will help keep a dean site and reduce stormwater pollution: • Select designated waste collection areas onsite. • Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. • Inspect dumpsters for leaks and repair any dumpster that is not watertight • Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. • Plan for additional containers and more frequent pickup during the demolition phase of construction. • Collect site trash daily, especially during rainy and windy conditions. • Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. • Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acid, pesticides, additives, curing compounds) are not disposed of in dumpsters designed for construction debris. • Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. • Arrange for regular waste collection before containers overflow. • Clean up immediately if a container does spill. • Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located in areas prone to flooding or ponding. • Locate solid waste dumpster a minimum of 50' away from storm water inlets or other drainage facilities. • Locate dumpster on stone or earth to minimize the potential for spills or leaks to drain immediately into a drainage facility. INSPECTION AND MAINTENANCE • Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. • Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur. • Inspect construction waste are regularly. • Arrange for regular waste collection. III. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: • Discuss the concrete management techniques described in the BMP (such as handling of concrete waste and washout) with the reddy -mix concrete supplier before any deliveries are made. • Incorporate requirements for concrete waste management into material supplier and subcontractors' agreements. • Store dry and wet materials under cover, away from drainage areas. • Avoid mixing excess amounts of fresh concrete. • Perform washout of concrete trucks offsite or in designed areas only. • Do not wash concrete trucks into storm drains open ditches, streets, or streams. • Do no allow excess concrete to be dumped onsite, except in designed areas. For onsite washout: • Locate washout areas at least 50 feet from storm drains, open ditches, or water bodies. • Do not, allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. • Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. • Avoid creating runoff by drinking water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. • Do not wash sweepings form exposed aggregate concrete Into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. IV VEHICLE MAINTENANCE_ AREAS Purpose- To prevent spills during the normal maintenance of construction machinery. Implementation- Were and when feasible, maintenance shall be preformed offsite in covered facility with an impervious floor. • Use a dedicated site for machinery maintenance • Site the maintenance area at least 50 feet from storm water inlets or water bodies • Maintain dean up materials dose at hand. Utilize drip pans and absorbent pads to prevent oils from reaching the soil surface. • Inspect equipment daily for leaks or worn hoses. Repair or replace to prevent onsite spills • Properly, dispose of all fluids removed or spilled from machinery. V. FLUIDS. PAINTS, SOLVENTS D OTHER CHEMICALS STORAGE AND USE Purpose- To prevent spills during the use and storage of the materials Implementation- • Store materials in there original containers • Maintain safety data sheets on all products • Store materials in a weather proof /vandal resistant locker or building • Keep materials away from flammable sources • Provide and read instructions for the proper use and storage of all materials • For bulk material stored onsite, provide diking or double containment in case of leaks or failures. • No washout of solvent from paint supplies should be done naor or into a storm water inlet or other drainage facility. VI DISPOSAL OF SEDIMENT LADEN WATER Purpose- To prevent the purposeful discharge of sediment laden water into waters of the United States. Implementation- • The sediment and any other pollutant from all pumping or dewaterng operations that discharge into storm sewers, wetlands, drainage ways or water bodies must be removed from the water before it's discharged. • A suitable practice is needed at the discharge to allow the suspended solids to be removed from the water column. Slow moving water and time are needed components for an effective practice. Mechanical filters and chemical flocculants can do an excellent job of removing the fine materials. • Sediment removal pumping bags may be used at the outlet of a pump. The bags must be sized appropriately for the amount of flow. The practice needs to be installed on erosion resistant surfaces. The outlet of the pumping bag must be erosion resistant tc prevent additional sedimentation. • Pumping operations that are moving dean water through a site are not required to have a pumping bag or similar device at the outlet The point of discharge should be protected to prevent soil erosion. 300 275 250 -III = - - - - I.- 225 II CD 200 - Z 175 III - - W III W 150 II III Iii 11 125 100 U) 75 I 50 25 I II - II FT -- _ 4:1 3:1 2:1 1:1 LOW MED/HIGH FLOW FLOW SLOPE GRADIENT CHANNEL C AND ANNEL SHORELINE 1.5' 1.5' 20" +� I-M Ill � � x X � xxx zo --x x x _ 3, x � xxx_ 3' x x` x x I -� ICI x - � + X x x - 11 I 1 STAPLE 1.5 STAPLES 2 STAPLES 3.5 STAPLES PER SID PER SID PER SYD PER SID EROSION CONTROL BLANKET STAPLE PA TTERN DETAIL L PFRMANENT SFED MIXTURES SPECIES SEEDING LBS ACRE RA LBS 1000 SFT. SUITABLE PN SITE SUITABILITY DROUGHTY DRAINED WET LEVEL AND SLOPING OPEN AREAS 23 LBS. 3 BU. COVER SEED 1 DEEP CONDIITION 1.0 LBS. Z = N = TALL FESCUE 35 8 5.5 - 8.3 2 1 2 TALL FESCUE 25 6 5.5 - 8.3 rL 1 U.1 M RED CLOVER ** 5 12 WET NORM DRY KENTUCKY BLUGRASS 15 4 5.5 - 7.5 2 1 CREEPING RED FESCUE 15 4 M = a F CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 TALL FESCUE 15 4 5.8 - 7.5 2 1 2 KENTUCKY BLUGRASS 25 6 TALL FESCUE 35 8 5.5 - 8.3 2 1 EMERALD CROWNVETCH ** 10 25 2 1 1 1 UM AND HP MAINTENANCE- AREAS 1 25-35 12 -18 10-20 I KENTUCKY BLUGRASS 40 9 5.8 - 7.5 2 1 < CREEPING RED FESCUE 40 9 PERENNIAL RYEGRASS 170 24 5.0 - 7.5 1 1 1 (TURF TYPE) 1 LOW 1 24-35 24- 5-14 TALL FESCUE 170 4 5.5 - 8.3 2 1 2 1- PREFERRED 2 -WILL TOLERATE ** - INOCULATE WITH SPECIFIC INOCULATES RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY) 1 GOOD T - TOLERANCE 2 MEDIUM MT - MEDIUM TOLERANCE - NOT TOLERANT S - SLIGHT TOLERANCE SEEDBED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 LBS. OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1,000 SQ. FT. (APPROXIMATELY 1,000 LBS. PER ACRE) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTIUZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. FERTIUZER AND LIME SHALL MEET REQUIREMENTS OF INDOT STANDARD SPECIFICATIONS 1995. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE CONSIDERING BEST SEEDING DATES. MULCHING STRAW MULCHING SHALL BE APPLIED AT A RATE OF 1.5 TO 2.0 TONS PER ACRE. STRAW MULCHING SHALL BE ANCHORED UTILIZING NYLON 1 -INCH SQUARE MESH NETTING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, OR A LIQUID BINDER. LIQUID BINDERS SHALL BE APPLIED AT A RATE OF 0.10 GALLON PER SQUARE YARD, OR AS RECOMMENDED BY THE MANUFACTURER. WHEAT OR RYE SPRING OATS ANNUAL RYEGRASS TEMPORARY SEEDING DATES G:DA NON - IRRIGATED * IRRIGATED 1" REBAR FOR BAG DORMANT SEEDING REMOVAL FROM INLET 7 (REBAR NOT INCLUDED) IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. OPTIONAL OVERFLOW * -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. SILTSACK C ** ANCREASE SEEDING APPLICATION BY 507. DUMP LOOPS Tr J130PARY CFFrnINr±C, (REBAR NOT INCLUDED) KIND OF S® PER 1,000 SO. FT. PER ACRE W`-^• 5 *EAT OR WE 3.5 LBS. 2 BU. T I 23 LBS. 3 BU. COVER SEED 1 DEEP CONDIITION 1.0 LBS. Z = N = COVER SEED 1/47 DEEP SILT FENCE ?m < o N Z � in SALT TOLERANCE - TOE OF SILT FENCE j ;� N rL =3 IN U.1 M � 2 = � 15 W WET NORM DRY GEN.1 SOIL ISPRAY ail ► zj ° ! _ M = a F CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20-25 12-187-21 S FESTUCA RUBRA U KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED. 1 25-35 12 -18 10-20 MT POA PR011NSIS � O < CO TALL FESCUE 2 1 1 1 1 1 LOW 1 24-35 24- 5-14 T FESTUCA L ARUNDINACEA 0- o PERENNIAL RYEGRASS 2 1 2 - I 1 2 M 2 115-20 12 -18 5-10 MT LODUM PERENNE = ° o HIGH O z J CROWNVETCH - I 1 1 2 - - LOW 1 5-10 24 14-21 T CORANILLA VARIA W Q RED CLOVER _ 1 _ 1 2 1 _ _ I MED. 1 7 -10 18 5-10 S S TRIFOLIUM PRATENSE J F ° U_ RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY) 1 GOOD T - TOLERANCE 2 MEDIUM MT - MEDIUM TOLERANCE - NOT TOLERANT S - SLIGHT TOLERANCE SEEDBED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 LBS. OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1,000 SQ. FT. (APPROXIMATELY 1,000 LBS. PER ACRE) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTIUZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. FERTIUZER AND LIME SHALL MEET REQUIREMENTS OF INDOT STANDARD SPECIFICATIONS 1995. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE CONSIDERING BEST SEEDING DATES. MULCHING STRAW MULCHING SHALL BE APPLIED AT A RATE OF 1.5 TO 2.0 TONS PER ACRE. STRAW MULCHING SHALL BE ANCHORED UTILIZING NYLON 1 -INCH SQUARE MESH NETTING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, OR A LIQUID BINDER. LIQUID BINDERS SHALL BE APPLIED AT A RATE OF 0.10 GALLON PER SQUARE YARD, OR AS RECOMMENDED BY THE MANUFACTURER. WHEAT OR RYE SPRING OATS ANNUAL RYEGRASS TEMPORARY SEEDING DATES G:DA NON - IRRIGATED * IRRIGATED 1" REBAR FOR BAG DORMANT SEEDING REMOVAL FROM INLET 7 (REBAR NOT INCLUDED) IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. OPTIONAL OVERFLOW * -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. SILTSACK C ** ANCREASE SEEDING APPLICATION BY 507. DUMP LOOPS Tr J130PARY CFFrnINr±C, (REBAR NOT INCLUDED) KIND OF S® PER 1,000 SO. FT. PER ACRE REMARKS *EAT OR WE 3.5 LBS. 2 BU. COVER SEED 1* TO 1 11f DEEP SPRING OATS 23 LBS. 3 BU. COVER SEED 1 DEEP ANNUAL RYEGRASS 1.0 LBS. 40 LBS. COVER SEED 1/47 DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. LENGTH = L ;ROSSY SILT LOAM (CrA) his nearly level soil is on broad plains, on ridge tops in rolling areas, or in low drainageways. lopes are 0 to 2 percent Runoff is slow. Wetness is the main limitation. SOIL MAP AND DESCRIPTION NOT TO SCALE RM NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED. PLAT DESCRIPTIONJI PART OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, more particularly described as follows: Commencing at the Northeast comer of the Northeast Quarter of Section 25, Township 18 North, Range 3 East; Thence North 88 degrees 54 minutes 52 seconds East (assumed bearing) on and along the North line of said Northwest Quarter 413.0 feet to the PLACE OF BEGINNING; Thence South 00 degrees 07 minutes 46 seconds West, parallel with the East line of said Northwest Quarter 305.80 feet; Thence South 88 degrees 54 minutes 52 seconds West, parallel with the North line of said Northwest Quarter 364.70 feet to a point along the East right of way of the Monon Railroad; Thence North 01 degrees 20 minutes 01 seconds West, along said East right of way of the Monon Railroad, 131.95 feet- Thence North 01 degrees 25 minutes 31 seconds West, along said East right of way of the Monon Railroad, 173.78 feet to the North line of said Northwest Quarter, Thence North 88 degrees 54 minutes 52 seconds East along North line of said Northwest Quarter 372.79 feet to the PLACE OF BEGINNING. CONTAINING 2.588 ACRES [112,717 SQ.FT.l more or less. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS Y _; Pl � z - :�6T ` ` - � '_V__ ' , q�_ 1.37I �o �E ry } 41X ; - a - •- -- -_E Sc � Witria�rns Creek _ _ 11 Ua.�,am Will-. _ - a7; ce .�� McCORDSVILLE VICINITY MAP NO SCALE 2'X2 "X48" WOODEN STAKE (6' C -C) 2' LATH NON -WOVEN // DOWNSTREAM SILT FENCE COMPACTED SOIL OVER SIDE -- SILT FENCE ?m I 1161\ H_� i­­l OUND EAR'iH OVER - TOE OF SILT FENCE j SILT FENCE DETAIL NOT TO SCALE BURIED GEOTEXTILE FABRIC BURIED COMPACTED GEOTEXTILE ATTACHING TWO SILT FENCES Li ff - - - -�- PLACE THE END POST OF THE SECOND FENCE Pu� --'-- - INSIDE THE END POST __-_� OF THE FIRST FENCE 1-1- - ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 4 J / DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP WOOD, METAL OR SYNTHETIC FRAME PROVIDE CROSS BRACING WHEN NECESSARY X < M - _\ I 1_: FILL FABRIC 'U-) A -� II I x _AA kW - I T INLET I I I I i I ' 4) �.k) _L TRENCH DETAIL SECTION A -A 3' MAX FkAME DETAIL NOTE: THE FRAME SHALL BE WRAPPED WITH ONE FABRIC DROP INLET PROTECTION DETAIL O CONTINUOUS PIECE OF GEOTEXTILE FABRIC NOT TO SCALE AND A 2' OVERLAP SHALL BE PROVIDED. ** * `=' * , I / 1* � . I / � \\ / %� _ \ � ` \ \\ \ * \ \ .0 \- " , - -- L%l CURB 1' IN `\ �- FOAM 13D 1 WIDTH = W SILTSACK CATCH BASIN FILTER DETAIL OA NOT TO SCALE 'H EDGES U?IAL 6" FAIL 'D" * 44 * . vim► *0 SOIL STABILIZATION MATS e * -"d' `�' SHOULD BE INSTALLED �� /�� `�' ,y VERTICALLY DOWNSLOPE � � �� ,�► FOR BEST RESULTS / ��'� �� NOTE. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS, AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. / / V / ji / / �/ * / / / TRENCH INTO BERM / / SEE DETAIL "B" / V� //� _/ V / 6" MIN. OVERLAP � 3' OVERLAP TOE OF SLOPE FILL SLOPE SECTION MAINTAIN SLOPE ANGLE SEE DETAIL "A' 4' OR SHOULDER TOP OF BREAK POINT CUT SLOPE BOTTOM OF FILL SLOPE i BOTTOM OF i TAMP DIRT PRIOR CUT SLOPE ' TO LAYING TOP LAP OVER - 5' Ile �_ f- 1 u T_ AIL "A" DETAIL "B" EROSION CONTROL BLANKET SLOPE INSTALLATION NOT TO SCALE 9 c o �- -v- °cam O MUM C0 aE� 6o Fa I w Li v N A A J z w U Z 0 Fllllllllllll :2 LLI 0- w U < (1) 75; 0 O .,..........J (.) () ,< W U � Z O � o 0 U) o� W o X, (1) M o 0 0 M O U 0 CV . r- " J Lr- Q 6 0 0 p / O N ................ . `� � � . y LL. ° -O > 0 0. > 12 = - _ : = Q Z p O G 0 Z I 0 /� .... ............... ���,\\\,,,� PRA 11firarrrnuu1urummnimumu�o ���p °�� �1 �1 �1 I CC . I -I - I -I •IolololoI N Q . O N ° \ \ O C 0 ^ c0 U0 I � M N z SHEET 601 W U.1 M M M Co U U J W � O < CO < U 0- o 0 Z w = ° o O z J U U z � W Q Z J F ° U_ O o r„ a �5 w M Z _ U En U Z * O N z CD z o ,UJ C, z W � s UJ � z j W U M M = U a- Z < U_ < 0 (/) Z � O N UJ Cj S O w �` 0: 3 a N ix F- wV) O W 0 U.J =j 5 N z W W UJ W L:: U 0- N_ =:) M O w gz I cm LU N Li 5 N Q . O N ° \ \ O C 0 ^ c0 U0 I � M N z SHEET 601 11 N 0 N N CP 3 i vi z Q n U Q U 0 J) a; 0 U 0 CL 3 0 1 i > U Q i • PER SECTION 8.09 OF SUBDIVISION CONTROL ORDINANCE SEE STRUCTURE DATA TABLE 6' -0" 1�1 •. a C 3 TOPSOIL OR 4' SIDEWALK 24" EDGES TO BE SAWCUT FOR CASTING TYPE NO EARTHWORK DISTURBING ACTIVITY � - _ ,� MAY COMMENCE UNTIL A STORM WATER a0o O MANAGEMENT PERMIT IS OBTAINED. ° ° 4 O g' 18' AND C AN OFD I NOTE: AND LOOSE ASPHALT M z JOINTS SHALL BE CUT ° PRECAST CONCRETE ADJUSTER .� � U • o` o WITH A JOINTER HAVING A BEFORE PATCHING 1 ASPHALT MIN• RINGS 4" MIN. - 12" MAX. •r $" ``' RADIUS 114" RAND FILLED _V_ 1;' RIM GRADES 6w ° � ? WITH JOI FI 'S MAX. SURFACE 2' -0" MAX. W c, /�� /,� _ TO THIS POINT W W X , 24" DIA. Ig %\ \j\�i ^� R2 � = a ..: � < \ ECCENTRIC 6 - - c., o . x /, 12 a 114 o II z N i a \; CONE SEC110N ' F a w \ \:,K- - ,, M 6 '' a 6�'4" - . 3 a OR WIDTH OF WALK IF LESS ,; I %, /j / /j, /� � /' // 12' CONCRETE `` ' \ /; THAN 6 -0 BETWEEN / /.� . / / / / / / /,�,,r /// `/ ,/� i `/ ` \_ NOTE: a A N � .j - ' '� / % ='/ j/ / , , /� / / /�./ /' ,' \ \% BUM RUBBER BASE is-Oft MANHOLE I I A A '� \ ° PLOWABLE FILL r, /� % TRANSVERSE JOINTS 1. \Z\�!�: ; -`��; �`; ` %\ \` /iii > % %;i %,% \ i % //� j' / // /� / //; //� ; EXTERIOR BACKPLASTER \ - - - - - -- \ , » CONFORMS TO 6�-p» I cn ��.. � > \\, \� COMP CTED SUBGRADE; \ / % " /. /, // / /,, /;. /, MATERIAL Y4 ±Xa MIN. J /, ��/ /�,= ,,/ ri r/ /r r::r .,,, , . �. \� ./ EXPANSION JOINTS �i /• , // , » ASTM C -478. ;.\/ / \,,. , \ / \,._\ \�: , . \ . =�/ \� 48 BETWEEN (MAX.) ( ) \\ �i, / //i ;;/ //' /, ,; % \- THICKNESS FROM 2 I I W �� o .:: . . \ \ \ \ \ w 12 r \y , /�, /!; /� /i/ 12 JC�NT CONFORMS I °-• > \ / , \y 4 / \ /// %�; �/ ;/ / �/ BELOW TOP OF CONE \ TO ASTM C -443. ``' i /\ \/ � / /%, ,r r/ . r �/ /// ,/ ` \/ TO CASTING. ° - - - -- /r ;, ,, "/; r/\ /, , j //_ /, ,,/ / \ 48" 5" MIN. &� 2,_p, .�„ . r') i _ CONCRETE CURB AND GUTTER C1 . / \ / / \ \ / \,/-\V, X /\ \ / 1 � \ \ %j, z 11 % r /i% jI .\ 1 0 -RING GASKET BETWEEN I �j I I NOT TO SCALE \/ \ / \ ��! \!' �' ` � /� ALL RISER AND CONE SECTIONS, _ i ° 11 \ / \ i / . %� / , /r �// /, , // ; /- !/\ '/' PLUS EXTRUDABLE \ - �' z - NOTES: % PREPARED SUBGRADE COMPACTED IN ACCORDANCE ` \ \� �� ` PRECAST CONCRETE E • :. 11. L / \` "\ ���� =.4J 7� -'�.� \ %`> GASKET KENT SEAL OR EQUAL 1. CURE ALL EXPOSED SURFACES WITH SECTION 207.02 OF STANDARD INDOT SPECS. '/� �\ :' I / %% � ( ) SECTIONS f I 2. CONTRACTION JOINT SHALL BE TOOLED OR SAWED IN i \ / Vi\ \ \ \/ ` \\ ``\ ' CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF WALK 3 B- BORROW ��\ \ /�\ �. \�� \� :�:�\ \;;\ \:\\ _\ \��% STEPS SHALL BE MADE FROM F� U) 3. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. CONCRETE SIDE QD BEDDING STEEL REINFORCING ROD \ PLAN VIEW CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY NOT TO SCALE ENCAPSULATED IN A COPOLYMER �\ PLAN SECTION A -A s" of 8 STONE 4. CON NOTES: _L z 10' MINIMUM. 1. BROOM FINISH AND EDGED 1.25 x OD + 18" POLYPROPYLENE RESIN ° `° e �\ • O BACKFlWNG OR COMPACTION MAY OCCUR 12 FROM CURB MINIMUM l�' 2 _p MAX. INLET TYPE 'J' STREET CUT REPAIR DETAIL © �_ PER FOOT SLOPE � NO SCALE 5. NO 2. CLASS A CONCRETE 3 a \ / :2 UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE. 3, 6' DEPTH OF CONCRETE TO BE USED ACROSS DRIVES MIN. 4. IF AGGREGATE IS REQUIRED 153 STONE WILL BE USED AT A MINIMUM OF 4" NO SCALE ° `�__ �� \ ECCENTRIC CONE, W 1" HMA NOTE: �' CONCENTRIC CONE, A MIN. 4" DIA. PIPE CLEANOUT a » _� \` \ \ `�\ VARIABLE LATERAL MINIMUM � \ \ \ \` .` OR PRECAST COVER SHALL BE INSTALLED WITHIN THREE SIZE 6 BUILDING LATERAL SURFACE, 9.5mm 1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSE OF 6 "..r _ --� -- -� 2' -6" MIN.:.., 1' -4' MINIMUM % //' /// r %i% % / % . / / //,/ / %'. 2 HMA }¢" PRffORMED JOINT FILLER OUT OF THE RIGHT -OF -WAY. - (3) FEET OF OUTSIDE BUILDING \\ \ \.`\ \` \ ` IN \ \ 2. FLOWABLE FILL IS TO SERVE AS BACKFlLL TO THE DIMENSION LISTED .,:,� .:r._ . h . WALL A PLUG SPECIFIED BY THE 1 /8 BEND SIZE = 6" O \ \ \ \ \ � � \ \ �� INTERMEDIATE, 19.Omm THIS DETAIL 3" MIN. ' PIPE MANUFACTURER SHALL BE -7 y. 3' HMA BASE, 25.Omm 24" OF 3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING #4 REBARS ® w 4" MIN. USED TO ENSURE 100 TRUNK LINE 27 z - - -1. =4� �, s = TOOLED , 6 OF #8 STONE WATERTIGHTNESS. ----, () -_ - OF NEW ASPHALT. TACK COAT IS TO BE APPLIED AS SPECIFIED IN THE 12 SPA. EACH WAY N "'`. RIBBING 1/8 BEND j J 12:1" PRffORMED JOINT FILLER LATEST STANDARD OF INDOT SIPECIFICATIONS, SECTION 902. LLI _- r - T COMPACTED 4. THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE VARIABLE 0 STANDARD SANITARY MAN HOLE CAST IRON 1' -0" TO 6' -0" SERVICE WYE COMPACTION OF GRANULAR =' AGGREGATED N0. 53 _'' -� - : ° EXISTING SURFACE. NOT TO SCALE MANHOLE BACKFlLL IS CRITICAL UNDER � � j / �/ PAVEMENT 5. FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATIONS, SECTION 213. STEPS I WYE AND BEND. IF PROPER J ° \ . , COMPACTION CANNOT BE o \/ � \i ` /�`/ \/ /\i / \ / �/, " \/ w , , / / /' /i / %// /, 6 CLASS A CONC. PRECAST ACHIEVED, PLACED A MIN. OF \ / / \ / / \'��/� \ / \ / \< / �; \ CONCRETE CURB & GUTTER PLAN �, \\ \\ \\ \� / \\ \\ \ \ / \\ \ \ \ri\ w w MANHOLE 4' -0" ' A% 6" OF CLASS 'B' CONCRETE // //; // // ,/, // //, . /, /i // . /, 6 COMP. N0. 53 STONE g le out Ad ter , 3 SECTION " AROUND 1 /8 BEND. \\ \ \;` \ \� \\` \\� \,�K \ \` \\K \ \�\ \'� \� RAMP CONSTRUCTION DETAIL Grade ireaded� lug 6 MINIMUM OF TOPSOIL OR #53 STONE 4 MIN. W « �. w; r W 1. COMPACTED TO 95% NOT TO SCALE Vii\\ %�i��;` ;� 1' C.I. LOCATOR ROD OR � W MODIFIED PROCTOR '%� ; >% % %� ' %�!`� PAVEMENT SECTION VARIES MAGNETIC TAPEE INSTALLED �} z TYPICAL ASPHALT % %\ I %`�' 2" PPou edd L PER SECTION 7.o2 -C. 3 -� N 2, \ I �oncrete t�ollar _ . \ . `. PAVEMENT SECTION 2' 2" K \ = ' \ \`\� ` `\ \ `\ \\ \ r` ` . \ i \�` O \ / % �\ /rte ;!� � - r `. /.\ , ! / %. / ; ,. I'll I/ � / � / \/ / ;. 11. 0 PIPE THICKNESS ° M NOT TO SCALE 0.3 �;�. ��` ..,: +1/2D + 2 Il = 1/4" p , 30 O LIMIT OF SUBGRADE `f " � ;\ _� /� 1'_p• " gg HpES SHA gE � `r CEMENT MORTAR P� DED UNDERIPE " ( U u A c y FINAL BACKFlLL 3" MIN. 5 24' MAX. • TYP. NON -WOVEN 4 POROUS DETAIL OF RAMP GROOVES 0.3 SHALL BE PER NON -7W VE : ASPHALT NOTE 1. MINIMUM COVER SHALL COVER 6 ELEVATION o - NOT TO SCALE PER NOTE 3. 1, -p. < _ r ... 10, SERVICE CONNECTION FOR SHALLOW SEWERS r- j 6" WASHED 1. tON-= WOVEN. 1• 1• 1' 1" 1" 1" (LESS THAN 15' DEEP) AGGREGATE NOT TO SCALE U) GE4TEc7tt _ a -..,,,.' 11 _; . - 'e.''; -:_ , - "'N -L 1' -6" ;� BEDDING, HAUNCHING, CLASS A CONCRETE LIFT HOOK #8 STONE OR FOAM GASKET W/ - _ r. 0 6 C. TO C. BOTH WAYS GRANULAR BACKFlLL PSA BACKING ,� r : Compacted Stone TRENCH WIDTH, INITIAL PIPE MATERIAL PER ANTI- SIPHON DEVICE m < X�_ ELEVATION VIEW (TRIM TO LENGTH) o BACKFlLL MATERIALS U1ILI HAVING PVC ADAPTER :2 > M a TOOLED RIBBING DETECTABLE WARNING DETAIL, PLACEMENT AND JURISDICTION OVER STORM MANHOLE TYPE C SNOUT FLANGE STRUCTURE WALL ASSEMBLY FOR 11 lC 14d NOT TO SCALE 45' Bend2 p' IJ COMPACTION PER INSTALLATION NOT TO SCALE ANTI- SIPHON VENT NON -WOVEN STANDARD PRACTICE ADAPTER, NUT, Np�Wp� GEOTEXTILE OF UTILITY HAVING Bc EARTH OR CONCRETE CURB OR EXPANSION CONE DETAIL B d AND 2 GASKETS) STANDARD CLEANOUT DETAIL JURISDICTION OVER EARTH OR (NARROW END OUT) d3 \\\\oo \\\ o��\��� u u u u m u m u u u r m n u u u i i i i/ i/ i /iii /i GEOTEXTILE , , - CURB & GUTTER INSTALLATION NOTE: ACCESS PORT INSTALLATION / , \l �/ SIDEWALK SIDEWALK POSITION HOOD SO THAT -,•\`\Ok Nj '��'' NOT TO SCALE / , / . /\ /;�, , i SURFACE SURFACE PAVEMENT BOTTOM FLANGE OF SNOUT IS �L�- WATER &SEWER MAIN'AND LATERAL TRENCH DETAIL D ANCHOR W/ �` . SEE RAMP �, �`�' oa 1 /2 THE PIPE DIAMETER (D) BOLT SEE ; <v / INSTALLATIONS LAT I O N S WITHIN CITY RNV LEAD STAINLESS BELOW THE BOTTOM OF THE DETAIL A = :1 " y J w O r? { G� FOR UTILITY INS DRILLED SHIELD PIPE FOR PIPES >12" ID. FOR _ .I W a: Q = 36.5 2 GROOVES DETAILS / / Q.�-. r AGGREGATE / �// • 12:1 NO SCALE BOLT UNDERDRAIN _ HOLE PIPES < 10' ID PLACE SNOUT 6" J�D (S NOTE) m L Z a 2_ Z DEWq� �j�� / ,, / 24 DETAIL A / /r NOTES: TRENCH TO BE (MIN.) BELOW BOTTOM OF PIPE OUTFLOW PIPE p Nom. O �� 'd / 121 /' �� �� % % %iIr /, ' 1. FINAL BACKFlLL FOR UTII_!?Y INSTALLATIONS WHERE L IS 5 OR LESS SHALL BE B- BORROW FOR FLUSH WITH '' �'% V� e . � � ' �/ �/ ZI, %' EAST JORDAN IRONWORKS MODEL MINIMUM 1" CLEARANCE STRUCTURE BACKFlLL MEEANG THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED // / / ' w BACK OF CURB ASPHALT OR AGGREGATE SUMP DEPTH = ' %,,,��� / / / /CS'0 �,\\\\\� / �; %/" • tJJIU / /�� 5_p 1755 CASTING, LETTERED 'SEWER" FROM TOP OF IN 6 MAXIMUM LIFTS TO NOT LESS THAN 95x STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH PER TYPICAL SEC110N 3.•� PROF 2.5D - 3D ° j0° ��airrrrnrrumunumnuw� »n1 °p °���oo\\ TY STRIP / " CAP TO BOTTOM OF OF THE MATERIAL PLACED. THE BACKFlLL FOR THE TOP 6' OF THE EXCAVATION BELOW THE LIMIT OF ` ` F/ C RIPRAP TO BE (36 MIN.) MIN. 6 PVC CAP CASTING C�OIBrIPCDTEDSTO STONE MEEnNG THE 959. STANDARD MATERIAL ROCTOR REQUIREMENTS THE EN11RE DEPTH OF THE NSTALL FILTER FABRIC _l ` ` i ` 2 +_p• 4 :1 FILL PLACED ON SIDE ON PERIMETER OF I 36" x 36" x 6" CONCRETE APRON MATERIAL PLACED. IF ',}lE STANDARD PRACTICE OF THE U11UTY THAT HAS JURISDIC110N OVER THE -� k. � ,_ MIN• SLOPE WHEN CALLED WITH FlBERMESH REINFORCEMENT. EXPANSION JOINT INSTALLATION HAS A MORE STRINGENT FINAL BACKFlLL REQUIREMENT, THE MORE STRINGENT TRENCH AND OVERLAP 11_ �_ L � " FOR ON PLANS. a AROUND LATERAL REQUIREMENT WILL GOVERN. AT SUBGRADE LEVEL J l ` 6 MIN. GASKET ON FINAL GRADE 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS -(INCLUDING BUT NOT LIMITED TO �� 1• MIN PIPE CONCRETE K SNOUT FLANGE _ _ _ _ 6' -0" SEE DETECTABLE WARNING DETAIL WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITAR SERVICE LATERALS, GAS PIPING, CULVERT END SECTION - . EE DETAIL ) 0 CD 0 0 ir, a „!, POWER, TELECOMM AN TV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF #8 WASHED J� S B ,;.,/ / . AGGREGATE - M �;- '; ,-,/ 77- \ /�\ <�� "_� > /,y�;- \ /\ \/� - \y .r CARMEL R LIMITS. DOUBLE WALL PIPE HANCOR ���� � ����� ���� �x�p��� //\ ° ° / ��� /ice �; /i� /A \� /W a-� :- ,��, ° `;�\�' 3. FOR UTILITY INSTALLA110NS UNDER STREETS REGARDLESS OF THE JURISDICTION OF THE UTILITY THE 3" MIN. ,Y. 1, Y F w , /�, � /,\ /: , MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED' PIPE HI -Q, TYPE 4 PIPE OR COMPUTED LENGII� OF CULVERT U.S.PATENT #6126817 / yn�r PLACE MINIMUM 8 �y \ ✓y NON -WOVEN MODIFIED CURB RAMP TYPE G s PVC PIPE 3 MIN. ��. GEOTEXTILE �!% t �" �i\ %r. CONDUIT OR DUCT BANK SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND EQUIVALENT PER SECTION PAY LENGTH OF CULVERT END SECTION ADDITIONAL PATENTS PENDING � NOT TO SCALE DIAMETER HDPE PIPE y, \\/ ��i` AGGREGATE MATERIAL ABOVE THE SUBGRADE PLUS 1' 0" BUT UNDER NO gRCUMSTANCES SHALL THE 401.01 OF THE STORM WATER 1) LENGTH (D) BEST MANAGEMENT r , ` / .: ; -' I �'' - UNCOMPACTED AROUND LATERAL �\� a , ) 12 \ �\ ��, COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE FINAL PAVEMENT ELEVATION MIN. TECHNICAL STANDARDS SLOPE DETAIL PRODUCTS INC. �- NATIVE SUBGRAD NOTES: PRIOR TO BACKFlWNG. \;\/ n ,�� • • - \ / / TO THE TOP OF THE PIPE BE LESS THAN 25 FEET. IF THE STANDARD PRACTICE OF THE UTILI TY THAT POROUS ASPHALT SECTION Kj 1. CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. HDPE PIPE TO EXTEND /� \\ i .\% (6 X 6 X 6) HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT COVER REQUIREMENT, THE MORE TONGUE END ON INLET NTS SNOUT OIL &DEBRIS STOP �� / TEE -WYE NOT TO SCALE 2. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. INTO CONCRETE. :�,. , l >\ \� STRINGENT REQUIREMENT SHALL GOVERN. END GROOVED END D INSTALLATION DETAIL 3. RAMPS TO BE 6' OF CLASS 'A' CONCRETE, ON 6' OF COMPACTED AGGREGATE, NO. 53 STONE (STONE SHALL BE �''� '� I / 1 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFlLL WITH B- BORROW TO BOTTOM OF EXISTING SUBSURFACE DRAIN ON OUTLET END 11 , FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS). SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE WITH LIME STABILIZED SOIL NOT TO SCALE C Imo- B =(D -C) NOT TO SCALE PLACED FLOW 4. THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE. NOTES: Z 5. MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' -0 ". #8 STONE BELOW • 4 h 1. PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF 6. TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE CONCRETE APRON TO STANDARD SPECIFlCAl10N. DIAMETER ,,,,�\ ; r�; ��� %„ ii % / r,. 1RAFFlC LOADS: CONCRETE SLAB 4" POROUS ROADWAY CENTERLINE). PREVENT SETTLING. i�'�\ �\ ;��`!�,::�i \� �;;\� ������\ \�� ;; - NON--WOVEN EXTEND TO DIMENSIONS ARE FOR GUIDELINE PURPOSES 2. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED DIA. GEUTEXIILE - - . ASPHALT 7. DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL UNDISTURBED EARTH. 8" UNDERDRAIN ONLY. ACTUAL CONCRETE SLAB MUST BE BY THE CITY ENGINEER. 9" T A . , ,.,�,�, - w DESIGNED TAKING INTO CONSIDERATION - - F 3- 1�i "x4" SLITS TO BE CUT MINIMUM 4 CONCRETE »CAP FROM LOCAL SOIL CONDITIONS, TRAFFIC LOADING, - +R12' ' THE SPRING LINE TO 6 OVER PIPE PRESSURE PIPE JOINT RESTRAINT TABLE NON -WOVEN 6 WASHED 6" 8" - ao,u71t.E _' 8 AGGREGATE 14" 16" 18" NON- =WOVEN NON -WOVEN 30" e & Plus GEOTEXTILE GEOTEXTILE 42 50 58 21" #2 73 80 . AGGREGATE 45' PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM _ OF Degree of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" e & Plus 27' 35 42 50 58 65 73 80 95 115 , 45' 7' 9' 11' 13' 15 1 17' I 19' 1 21' 24' 29' 22X' 3' 1 4' 5' 6' 1 7' 1 8' 1 9' 1 10' 12' 14' 11Y' 2' 1 2' 3' 3' 1 4' 1 ,C I ,V 1 5' 6' 7' INTO HDPE IMMEDIATELY ABOVE NOT TO EXTEND BEYOND FIRST PIPE &OTHER APPLICABLE DESIGN FACTORS. CONCRETE TO ALLOW DRAINAGE. ° ` T 2' -Ow* N JOINT OF WYE. MINIMUM CONCRETE G 6" ~ z STRENGTH OF 3500 PSI, 28 DAY (1,2) INTEGRATED DUCTILE `z`' W • • d - ° " � M COMPRESSIVE STRENGTH. IRON FRAME & GRATE TO 18" MIN C76. GROOVE (OR TONGUE) Rl C) MATCH BASIN O.D. WIDTH a TO BE THE SAME AS ON � 6» t- Rl " U Od GUIDELINE •• STANDARD REINFORCED SECTION Y -Y � W CLEANOUT DETAIL IN PAVEMENT DOO .6" V -10" ._ 6__ CONCRETE PIPE A.S.T.M. *TOE WALL DEPTH W ; jr _ =___ DESIGNATION SHALL BE 36" AT NTS a 00 a NOT TO SCALE O� ,`" a D I N AL ECT I O N z DETENTION POND a o 0 LONGITU S OUTLET z W y L . I - - - - - NTS � ° zo � MINIMUM ° ° OUTLET PIPE Z 3 VARIABLE INVERT 9" �-- T z w Restrained Joints Shall Be Mechanical Joint with Retainer Glands, US Pipe TR Flex Jomt System, US Plpe (HEIGHTS AVAILABLE PIPE BURIAL a 12 C -C MAX. (� w 0:: a DEPTH PER PIPE 1' -10" Y SPACING I � a c� cn Field LOK Gasket System or Equal. ____ NOTE: The Above Restrained Joint Lengths Are Minimum Lengths. The Design Engineer Shall Determine (ACCORDING TO MANUFACTURE 5�� 8 MIN ____ PLANS /TAKE OFF RECOMMENDATION THICKNESS GUIDELINE .' r T HOOK BOLTS j °z o �°, if Longer Lengths are Required. ) : _ VARIABLE _ 1. Q � 5 ° J W ACCORDING °' • M Z U -1 . I I.., .. � . . I I . PLAN (3) VARIABLE O a W - � x Y - >: SUMP DEPTH b 6, . '. DIA. _ 12" C -C E 2' -0 "* � W o L. � ; v '� x � � ,i` NON -WOVEN ,. ,! . ` -3 , .- ACCORDING TO a z " a N h / _ ,d =_ • e . R2 O SPACING W z f ' , �,,�; - TOPSOIL _ O : �� n GEOTEXTTLE ,/ / \, \/ \/ \% \ /i�/ \% \/ \/ \ /,.rte 24 v *i \ t , x `'- i / / . / / , ' CLASS "A" CONCRETE W w U V ' ` ;� / / / / / PLANS (6 MIN) z J F w W >{ �F Y� ,t'�=; UNCOMPACTED \ \ / \\ / \ \ /\\ /\\ L\\ /\ \ / \ \ / \\ � \ \�� }� PREFORMED JOINT FILLER En K, / , ,'���; NATIVE SUBGRAD (4) WATERTIGHT JOINT F� `` ,` ° �- E + 2T -� (D Q W PLAN VIEW Z ° POROUS ASPHALT SECTION K2 CORRUGATED HDPE SHOWN V ; I 4 MIN. T SECTION Z -Z Q U_ NOT TO SCALE O NON -WOVEN ) SLOPE TO MATCH ADJACENT PAVEMENY- O N GEOTEXTILE 4 - � y � 6" NTS z o v -,?► A W . CLASS • "A" CONCRETE _ PLAN VIEW T Q W Cr ASPHALT PAVEMENT - I " NTS PRECAST CONCRETE END SECTION DETAIL z •6» 6 O W . : L ; (4) VARIOUS TYPES OF INLET & Nylo last ° o Z ,,, PART # . G OR T 8' " /I / v V V 7v y v � 4V V-V-V-- � � )( nX 4IX 4X 44X V A / \ 4M" / V4-\,4 %4/-\4/ \ /�1-� ' OUTLET ADAPTERS AVAILABLE: " THE BACKFlLL MATERIAL SHALL BE CRUSHED STONE SOLID " - ` DOME DROP IN :!, _;, -/ \X \ _, =, TOPSOIL 281OAG . . . . � �I . SOLID VVV. \ , � , ,, �� % �� 2 4 -12" FOR CORRUGATED HDPE (ADS N -12 ADS SINGLE WALL, HANCOR OR OTHER GRANULAR MATERIAL MEETING THE 12" a . PEDESTRIAN STANDARD \\\ \ \ \;� \ \, /� \ \ \ \,�\ \ \ \,� BRONZE NON WOVEN � � DROP IN 15" 2815AG ' REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN DUAL WALL), SDR 35, SCH 40 DWV, STANDARD ' BRONZE DOME DROP IN 18" GEOIEXTIIE .I 11 - �. � �I PEDESTRIAN STANDARD COMPACTED SUBGRADE CORRUGATED & RIBBED PVC ASTM D2321. BEDDING &BACKFlLL FOR SURFACE DOME - .. 24" 2824AG PEDESTRIAN I STANDARD . 1 I , � . � � N/A DOME DRAINAGE INLETS SHALL BE PLACED & COMPACTED 2830AG F STANDARD SOLID . NON -WOVEN DOME � 22 16 1/8 4 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 1/2 . 1520 9 1/2 GEOlEX11lE 30 . I . 1. . � 1 . . ' '.. • CONCRETE DEPRESSED CURB AND GUTTER 27 ° ° 2 1/2 1930 NON -WOVEN 48 . 1. 1. ­ . . . 73 1/2 A4GCRECA�E C2 O NOT TO SCALE NYLOPLAST 12" DRAIN BASIN: DETAIL 4 1/2 . Q 3 3 cEOTExnLE 12 I I � . I I . 19 3/4 73 3/4 60 NOT TO SCALE 18 5/16 5 33 1 3 3/8 3 3/8 3150 13 1/2 58 1/2 39 1/4 NOTES: 66 34 A 1 36 3 1/2 3 1/2 4100 15 63 1. CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, NOTES: 72 37 I 5 1/2 NON-WOVEN 27" #2 3 3/4 .. 5380 21 INCLUDING SIDES, WHEN FORMS ARE REMOVED. 1. GRATES /SOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05, 98 ,, .4 1 DIA. 27 1/4 (OTEXTILE AGGREGATE 46 4'1/4 4 1/4 6550 2. FACES MAY BE BATTERED TO FACILITATE SUP FORMING. WITH THE EXCEPTION OF THE BRONZE GRATE. 26 98 1 49 28 1/8 5 3/4 1. 4 3/4 NON -WOVEN 3. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. 2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05. 65 �' 1 90 55 32 7/8 6 1/4 60 GEOTEXTILE 4. CONTROL JOINTS EVERY 5 MAXIMUM ON RADII OTHERWISE EVERY 10 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE 30 w _ • 1. 39 99 96 61 36 3/4 6 3/4 66 MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. 4. DRAINAGE CONNEC110N STUB JOINT 11GH1NESS SHALL CONFORM TO ASIId D3212 FOR g" 1 F • ° . ` ' ' � • . ° . ° • h ' ` • • 11 8" 21 99 102 67 35 11/16 7 1/4 5. USE 6" MINIMUM THICKNESS CONCRETE FOR RESIDENTIAL DRIVES CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL), N -12 HP, & PVC SEWER. 0' TO 360'. 6 • . • ' ° ° . - L' j' • 1 34 78 21 1 99 1 108 73 38 5/8 6. USE 8" MINIMUM THICK CONCRETE FOR COMMERCIAL DRIVES 5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 6 1/2 6 1/2 14430 24 78 21 1 99 1 114 79 41 15/16 8 1/2 84 7 7 * FOR LOCAL ROADS FACE OF CURB IS TO BE 6% ,, ALL OTHER ROADS FACE OF CURB IS TO BE 7�" ' � , NON -WOVEN Y,.. y r N 4\ �. �� max, / r }max' , /, ,� NON -WOVEN _ 1 �' GEOTEXTILE r n � f f GEOTEXIILE \x'`� UNCOMPACTED ;- U OMPACTED ,F 1�� NC NATIVE SUBGRAD. ,z, /u NATIVE SUBGRADE AGGREGATE DETENTION SECTION K6 AGGREGATE DETENTION SECTION K5 A PART # GRATE OPTIONS G OR T 8' 2808AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 10" 281OAG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 12" 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 15" 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 18" 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 24" 2824AG PEDESTRIAN I STANDARD SOLID '- N/A DOME DROP IN 30" 2830AG PEDESTRIAN STANDARD SOLID N/A DOME N A `___ t I ` . . L� NUJ ` : `�I •,--- (. ��i � �)� �� �' ,�� ;'`��,_ ­. 6" of #8 STONE ELEVATION VIEW PRECAST CONCRETE END SECTION TABLE DIA. WALL G OR T SE A B C D E DIA. + 1 R -1 SKIRT 12 2 1 1/2 530 4 24 48 7/8 72 7/8 24 13 10 1/16 3 1/2 15 2 1/4 2 1 740 6 27 46 73 30 16 12 1/2 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 4 21 2 1/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 4 24 2 1/2 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 1 48 25 16 11/16 4 1/2 27 2 1/2 2 1/2 1930 10 1/2 48 251/2 73 1/2 54 28 17 3/4 4 1/2 30 3 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 5 33 1 3 3/8 3 3/8 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 34 23 3/4 5 1/2 36 3 1/2 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 24 1/16 5 1/2 42 3 3/4 3 3/4 5380 21 63 35 98 78 43 27 1/4 5 1/2 46 4'1/4 4 1/4 6550 24 1 72 26 98 84 49 28 1/8 5 3/4 54 4 3/4 4 3/4 8040 27 65 35 100 90 55 32 7/8 6 1/4 60 5 5 8750 30 60 39 99 96 61 36 3/4 6 3/4 66 5 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 7 1/4 72 6 6 12520 1 34 78 21 1 99 1 108 73 38 5/8 7 3/4 78 6 1/2 6 1/2 14430 24 78 21 1 99 1 114 79 41 15/16 8 1/2 84 7 7 16350 1 24 78 21 1 99 1 120 85 44 13/16 9 INLET TYPE'A' NOTES: MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. "' "' Z NOT TO SCALE 700 0 SHEET NOT TO SCALE NOT TO SCALE Uj � � U U a a �_N M = =:> W � �! g a g N 5 5 =E W W \ \ \ \ \ \ \ ° W W N \ \ \ \ O O\ ° ° NOTES: MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. "' "' Z NOT TO SCALE 700 0 SHEET NOT TO SCALE NOT TO SCALE Y U 0) cl� C\J -0 W U 1­1 1 n W 0 CD 00 Cf) n 1­1 r) U 0 0 2 0 U 0 Na EARTHWORK 1. SCOPE OF WORK A. Extent The work required under this section consists of all excavating, filing, rough grading and related items necessary to complete the work indicated on the drdwin d described in the specifidations. The Contractor shall notify in writing &13n�ner and the Engineer of any changes, errors or omissions found ad the Plans or in the field, before wbrk is �tarted or resumed. 1. In general, the items of work to be performed under this section shall indude clearing and grubbing, removal of trees and stumps, stn.*pping and storage of topsol, fill compaction and rou� grading of entire site. All trees shall be removed unless otherwise no ed in Plans or directed by Owner. 2. bcovated material that is suitable may be used for fils. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's resporisbility. 3. Provide and place any aidditionall fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fils herein and the source approved by the Owner. 4. The Controclor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to startirig excavation. 2. BENCH MARKS A. Maintain carefully all bench marks, monuments and other reference points; if disturbed or de*oyed, Contractor shall contact Engineer. 3. REMOVAL OF TREES A- The integrity of the topographic features (including trees) shall be persevered as much as possible The contractor shall coordinate with owner and/or t all the site for construction. en B. Ainb7UNstu'mops,'Wrin and other refuse from the trees removed shall be hauled to disposal areas off of the site. Disposal by burning sholl not be p itted unless proper permits are obtained (where applicable). ermi 4. HANDLING OF TOPSOIL A. Remove (11 organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pie and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonable free from subsoil, debri% we'�, ross, stones, etc. B. After completion of site, grodrig and subsurface utility installation, topsoll shall be replaced in areas designated on the erosion co*ol Plan for seeding and/or sodding. Any remaining topsoil shall be used for finished grading around structures and landscaping areas. 5. DISPOSITION OF UTILITIES A. Rules and r I tilities shall be observed in g d ut 7 executin I w B. If active lities on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavow d grading all I an operations shall be reported to the Engineer. They sh e removed, plugged or capped as crmted by the Utilit Company or the Engineer. D. It sholl be the respon blit of = contractor to verity all existing utilities s' ' lo his phase of the work. It §holl also W the and conditions pertaining Contractor's responsbility to contact the owners of the various utilities before work is started. 6. SITE GRADING A. Grades: Contractor shall perform all cutting, filling, compacting of fils and rough grading required to bring entire project area to grade as shown on the drawinqs. The tolerance for payed areas shall not exceed 0.10 feet plus B. Roug Gr ding: or minus oWve the established subgrode. All other areas shall not exceed 0.10 feet Plus or minus the established grade. AM banks and other breaks in grade sholl be rounded at the top and bottom. C. Compaction Requirements: 1. All building pod areas shall be compacted to standards specified by local and/or state building codes. 2. Compocton requirements of payed areas shall be 95% of maximum dry dens�LANCE 7. EARTH WORK A. The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or "age of earth is encountered, the Contractor shall confirm with the Oiner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the cdculati6ns of the Engineer in occordafice with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are sub�ct to the interpretations of soil borings as the physical limits in finish grade and compaction permitted the Contractor, and that all of these parameters may cause either an excess or "or of actual earthwork materials to complete the pro . t If such an actual minor excess or shortage of actual earthwork materialsscoccurs, the Contractor shall contact the Engineer to determine if adjustments can be mode to correct the imbalance of earth. STREETSIPARKING LOT (OUTSIDE OF RIGHT-OF-WAY) 1. SCOPE OF WORK- A. The.work required under this section includes all concrete and bituminous paving and Mated items necessary to complete the work indicated on the draw* d described i th 1. Tand in e specifications, includinq but not limited to: Al streets, parking areas within the contract limits. 2. Curbs and concrete ramps. 3. Sidewalks and concrete dabs. 4. In the case of ai�y conflicts with these specifications and local, state, federal specifications the more stringent shall appIX. B. In the case of any conflicts with these specificotions and local, state, federal specifications the more stringent shall apply. 2. PAVEMENT CONSTRUCTION A. All street construction shall be in accordance with the plans and specifications and conform to the minimum standards of the City of Carmel and Hamilton County H , way Departments, and if there are areas undefined use the current I.N.D.O.? Standards Specifications, 1999 Edition, as revised. B. Flexible Pavement 1. Materials a. General: Use locally avolable materials and gradations which exhibit a satisfactory record of re ious installations. s�b. Compacted aggregate ba . Sound, angular crushed limestone, crushed or uncrushed gravel, or crushid or processed air-cooled blast furnace slog. Course agTegate shall be Class A, Type 0 0 2 and conform to Indiafio Departmen of Transportation I.N.D.O.T. Standard Specifications Section W3. c. Base court aggregate: Sound, angular crushed stone, crushed or uncrushed grovel, or crushed dog, sand, stone, or slog screenings. Coarse aggregates shall be Class A or B and conform to I.N.D.(YT. Standards Specifications Section 903. d. Coarse aggregate for surface and binder mixtures: crushed stone, crushed grovell, crushed slabi, and stiorp edged natural sand. Surface C' a 3ates sholl be Class A and conform to I.N.D.O.T. Stanndardg? pelifications Section 903. e. Asphalt cement Petroleum asphalt cement AP 5 with penetration of 60-70 or viso it oded asphalt cement AC-20 conforming to I.N.D.O.T. Ston:Ygifications Section 903. f. Prime Coat Medium-cure liquid asphalt or asphalt emulsion conforming to I.N.D.O.T. Standard Specifications Section 408. g. Took Coat- R?:cure liquid asphalt or asphalt emulsion conforming to I.N.D.O.T. t dard Specificatioris Section 409. h. Lane Marking Paint Chlorinated Rubber-Alkyd Type, AASHTO M248 (FS TT-P-115), Type 111. 3. ASPHALT-AGGREGATE MIXTURE All bituminous mixtures are to conform to current I.N.D.O.T. Specifications A. Surface Coursv. HMA Surface 9.Omm B. Binder Course: HMA Intermediate 19.Omm C. Base Course: Type: HMA Base 25-Omm OProvided. a job mix formula for each type of asphalt prior to the beginning of the construction project 4. SURFACE PREPARATION A. Remove loose material from compacted subbase surface immediately before a lying prime coat Proof roll subgrode surface with loaded tri-axle truck (48 hour notice is required to be given to the Hamilton County Highway Dept) to check for unstable areas and areas requiring additional compaction. ii) Notify contractor of unsatisfactory conditims. Do not begin paving work untilf deficient subbase areas have been corrected and are ready to receive pavin B. Aggregate Base. A , Wer placement proof roll compacted gogeate base suffade to check for unstable areas and areas requirin Itional compaction. i) Notify contractor of unsatisfoctory concritions. Do not bqin paying work until deficient pggregate base areas have been corrected and are ready to recEive pamg. ii) �emove loose material from compacted aggregate base surface immediately before applying prime coat 5. PLACING THE MIX A. General: Place bituminous aggregate mixture on prepared surface, spread and stnke-off. Spread mixture at minimum tern re of 225 degrees F.(1 07 degrees C). Place inoccessible and small areas by hand. Place each course to required grade, cross-section, and compacted thickness. B. Base Course, Compacted aggregate- Spread and compact in two lifts as follows: i) First Lift: No. 5's shall be a minimum of 40 or 1/2 the total depth of aggregate. Extend the first lift e or a distance equal to the depth of the lift beyond the second lift. fi) Second Lift. Size No. 53 C. Prime Coot- Subbase surface shall be primed in accordance with the applicable requirements of Section 408 of I.N.D.O.T. Standard Specifications. D. Hot Asphalt Concrete Binder Course: Spread and roll to minimum finish depths indicated on details. E Took Coat- Binder course shall be tocked prior to the installation of the surface course in accordance Vith the applicable requirements of Section 409 of I.N.D.O.T. Standard Specifications. F. Surface Course: Spread and roll to minimum finish depth indicated on details. Finish elevation shall be true to line and grade within 1/2' of true elevations. G. Pow Placing: Place in strips not less than 10' wide, unless otherwise acceptable to Architect/Engineer. After first strip has been placed and rolled, glace succeedin fog strips and extend rolling to ovih1ap previous strips. Complete inder course r a section before Pacing surface course. H. Joints: Make joints between old and new pavements, or between paver posses, or between successive days work, to ensure continuous bond between adjoining work. Construct Pints to have some texture, density and smoothness as other sections. Clean contact surfaces and apply tact coat 6. ROLLING A. General: Begin rolMg when mixture will bear roller weight without excessive displacement i) Compoqt mixture with hot hand tampers or vibrating plate compactors in areas inoccessble to rollers. B. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rollir�g f ts and outside edge. Check surface after breakdown rolling, and r repair d�isp�Z areas by loosening and filing, if required, with hot material. C. Second Rolling: Follow tWeakdown folling as soon as possible, which mixture is hot Continue second rolling until mixture has been thoroughly compacted. D. Finish Rolling: Perform finish rolling while mixture is still worm enough for removal of �oler marks. Continue rolling until roller marks ore elinifiated and course has attained maximum density. E. Patching. Remove and replace paving areas mixed with foreign materials and defective areas. Cut out such areas and 91 with fresh, hot-bituminous aggregate mix. Compact by rolling to maximum surface density and smoothness. F. Protection: After final rolling, do not permit vehicular traffic on Pavement until it has cooled and hardened. G. Erect barricades to protect pa m*g from traffic until mixture has cooled enough not to become marked. 7. TRAFFIC AND LANE MARKINGS A. Cleaning: Sweep and dean surface to eliminate loose material and dust B. Stripping: Use Chlorinated Rubber base traffic lane-marking point factory mixed, quick-drying, and non-bleeding. Color Yellow/White/Blue i) Do not apply traffic and lane marking point until layout and placement has been verified Vith Architect/Engineer. ii) Apply point with mechanical equipment to produce uniform straight edqm AM in two coats at manufacturees recommended rates. 8. FIELD QUALITY CO OL A. Testing and Inspection Service: i) Owner shall employ a testing laboratory to Worm pavement testing and inspection s6rMce for quality control during pa*g operations. ii) Testing service shall how representative present to observe and perform tests at all times paving w6rk is in progress. B. General: Testing pwxe representative shall tdke a minimum of two samples Mate per lift of bituminous aggr mix each day before paving opiFation. Laboratory test shall performed on these samples to determine aggregate grodatiori and asphalt content i) Test in-place compacted bituminous pjagregate mix courses for compliance with requirements for thi ness, density and air voids and surface smoothness. Repair or remove and replace unacceptable paving as directed by engineer. ii) A test section at a minimum size of 110612' sholl be placed at a location as directed by the county i to full production for each prior type of mix. The test section shag be compacted to determine a target density for the remainder of the pavement C. Thickness: In-ploce compacted thiclariess will not be acceptable if exceeding following allowable variation from required thickness: Aggregate Base CoursL- 1/2', Plus or Minus Base Course: 1/2', Plus or Minus Bin� Course: 11/�% Plus or Minus Surface Course: 1/4% Plus or Minus i) A minimum of two pavement cores per compacted lift shall be taken. Cores are to be token at locations and at times of day as orrected by the testing service. The following tests shall be performed by the testing seMce, on each pavement core: iii) A test section at a minimum size of 110612' shall be placed at a location as directed �y the county prior to full production for each type of mix. The test section shall be compacted to determine a target density of the remainder of the pavement D. Pavement Thickness Density Air Voids i) Testing service shall submit certified results to the owner and Architect/Engineer within 72 hours after tests are made, with their comments and recommendations for action. ' ii) Pavement which fails to comply with a proved job mix formula shall be replaced as directed by the ArchitectXngineer. E Surface smoothness: test finished surface for smoothness, usl 10' straightedge opVied fadlel with, and at right angles to centnine of paved bi area. Surface w I no be acceptable if exceeding the following tolerances for smoothness. Aggreqate Base Course Surfoce:l/e Base Course Surface: 1/4' Bindeir Course Surface: 1/8' Wearing Course Surface: 1/8* i) Check surfaced areas at intervals as directed b testin service. F. Density Tests: Density tests shall be mode at each U T19 shall be as follows: i) Tests will be required at various tknes and locations for subgrade and base courses for asphalt pm* g areas. G. Testing service shall subrrA certified results to the owner and engineer within 72 hours after tests are made with their comments and recommendations for action. 1) Subgrode shall be prepared in accordance with I.N.D.O.T. Standard Spicifications, Se�tioh 207 and Subsection 501.07. No traffic shall be permitted on the prepared subgrade prior to paving. ii) See Site Grading, Under the 'EarthworV Section for additional compaction requirements. 9. APPLICATION A. Gradinn Do any necessair di in addition to that performed in . y gro ing occor lince with Earthwork Section to bring subgrades, after find compaction, to the required grades and sectioni for site improvements. B. Preparation of Subgrade: Remove spongy and otherwise unsuitable material and replace with stable ma No tkoffic will be allowed on prepared subgrode prior to paying. C. Corr�octioh of Sub-rade: The first 6 inches below the subgrode shall be .g compacted to at Wst 100% of the maximum dry density as determined by the provisions of AASHO T-99. Water shall be prevented from standing on the compacted subgrode. D. Utility Structures: Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have mode, any necessary adjustments in such structures. E Placing Concrete 1. Subgrode: Place concrete only on a moist compacted subgrode or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing oi� settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete: Concrete shall be deposited so as to require as little rehandling as practicable. Men concrete is to be placed at an atm= temperature of 35 degrees F. or less, pora?raph 702.110 of the Department of Tronspoitation Specifications latest revisions shall be followed. F. Concrete Walks and Exte(w Steps 1. Slopes: Provide 1/4 inch per foot cross slope. Make o1justments on dopes at walk intersections as necessary to provide pn-,,er draimage. 2. Dimensions: Walks and steps shall be one course constuction and of widths and details shown on the drawings. 3. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe transverse Joints at 6 foot spacing. Provide 1/2 inch ex -sect a a maximum spacing pansion joints where sidewalks inta an at of 48 feet between er . joints. G. Curing Concrete for walks: cZ as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana De, _portation Specifications, latest revision. 'fied in partment of Trans H. Bituminous Pavement Hot mix asphalt P_OM_ent shall be Section 402 of the Indiana Department of Trans )rtation �; sm p( ifications latest revisions. Paving will not be permitted during unfavorable weather or then the temperature is 40 degi;ees F. and folling. 1. Compacted Agegate Subbase: e thickness shown on the drawings is the e, minimum th ess of the full compacted subbase. Compaction shall be occomplished raging with a smooth wheeled roller weighing 8 to 10 tons. -- - 4 compaction using Standard Testing Procedures. Along curb� headers and walls and at dII Places not accissitile to the roller, the aggregate material shall be tamped with mechanical tampers or with aPpr6ed hand tampers. J. Concrete Ramps 1. Concrete ramps for the disabled sholl be required as ified i the Plans and shall conform with current specifications es rablishedinby the American Disabilities Act (ADA), Section 4.7, "Curb Romps., 2. The concrete romp shall W flush and free of abrupt changes with sidewalks, gutters or streets, and provide a maximum dope of 1:12. 3. The minimum width of a concrete ramp shall be (48) inches exclusive of fkred sides. 4. Sides of concrete ramps shall have flared sides as shown in the Plans. POROUS ASPHALT P"EMENT 1. DESCRIPTION A. This work shall consist of constructing a Porous Asphalt Pavement (FAP) course comprised of aggregate and asphalt binder mixed in a hot mix asphalt Plant and spread and compacted on a prepared surface. 2. QUALITY CONTROL A. PAP shall be supplied from a certified HMA plant in accordcnce with ITM 583- Certified Volumetric hot mix asphalt producer program. PAP shall be trans _par .ported and placed according to a Quality Control Plan (W pre red Vb the contractor in accordance with ITM 803 - Contractor 01ty Control an' for HMA povement, and submitted to the owner representative prior to commencing HMA paving operations. 3. MATERIALS A. Material shall be accordance with the following: asphalt materials Performance graded binder, Pq 70-2Z or Pg 76-22 .... 902.01 (A) Coarse Aggregates shall be Class B or Higher ................. 904.03 Fbem ..................................................................... AASHTO M 325 Fine A 4. MIX DESIGN FORMZc aregates .................................................................. 904.02 A. A Design Mix Formula (DMF) shall be prepared in accordance with 4OZ04 except that the DWF will be based on OG19.0 MM open graded mixture designation in accordance with 401.05. the DMF shall be submitted in the current INDOT format one week prior to use. The mixture may be produced as Warm-Mix Asphalt (WMA) by using a water injection foaming device or additives in accordance with the manufactures recommendations. The DMF shall list the minimum plant discharge temperature for HMA and WMA as applicable to the mixture. 5. VOLUMETRIC MIX DESIGN A. The DMF shall be determined for the PAP mixture from a volumetric mix design for OG19.0 MM open graded mixture in accordance with 401.05. The DMF shall meet the following criteria. a Course 2agregates will be steel dog, limestone or crushed gravel with a crush content of >=90% Two face and one focp- 0 Binder selection will be P9 76-22 or P 70-22 with fibers. 0 Air void will be >=16% using ASTM D 6AZ Vacuum sealing method 0 VMA should be >=26% using ASTM D 675Z Vacuum sealing method a Draindown test will be <=3% (Open graded mixtures may incorporate fibers). G tory compaction shall be 20 Gyrations at 260+/:- 9 Degrees F. B. The 4 infe a ar s e �ceqtoqe of aggregate passing each required sieve shall be within e owing limits: JMF PRODUCTION SIEVE REQUIREMENT TOLERANCES 19.OMM 100% 12.5MM 70 - 90% 5% 9.5MM 40 - 65% 5% 4.75MM 15-30% 5% 2.36MM 8-15% 5% 0.60MM 5-9% 27. 0.075MM 1 - 8% 2% BINDER % 5.5% MIN 0.7% 6. JOB MIX FORMULA A. A mix formula (JMF) shall be developed by a certified HMA producer. A JAeused hl current or previoush calendar year that was developed per ndes will be allowed. The DMF for eac mixture ihall be submitted as per PAP.04 7. RECYCLED MATERIALS A. Recycled materials may consist of Redaimed Asphalt Pavement (RAP) or Recycled Asphalt Roofing Shingles (RAS) or a blend of both. RAP shall be the . - Whing of an existin5 p9vement The RAP shall Pbr��perac 100ro%awill pass the 19.0 M zgeve when entering the plant Th the recycled materials shall be 100% passing the 19.0 MM Sieve and 90% to 100% passing the No. 4 (4.75MM) Sieve. B. RecycW materials may be used as a substitute for a portion of the new materials required to produce the PAP mixture. When only RAP is used, The RAP shall not exceed 25% by weight (MASS) of the total mixture. RAS ma be substituted for RAP at a ratio of 1% RAP equal to 5% RAP. Total RA shall not exceed 5% by weight (MASS) of the total mixture. C. The combined qggregate properties of a mixture with recycled materials shall be determined in oc6ordance with ITM 584 and shall be in accordance with 904. Gradation of the combined aggregates shall be in accordance with PAP.05. 8. ACCEPTANCE OF MIXTURES A. Acceptance of PAP mixtures will be based on test results from a minimum of one truck sample per day for up to 600 tons as shown on a Type D Certification in accordance with 916 Furnished by the Certified HMA supplier. The test results shown on the Type D Certificabon shall be the quality control tests representing the material supplied and include air voids and binder content Air voids tolerance shall be +or- 3.0% and binder content tolerance shall be +or- 0.7% from the DMF or JMF. B. Single test values and averages will be reported to the nearest 0.1% rounding w1i be in accordance with 109.01 (A). C. Test results exceed' th tolerance limits will be considered as a failed in material and will be a1judiceated in accordance with 105.03. D. Fibers incorporated int6 the mixture will be accep ed on the basis of a ype_ A Certification for the specified material properties for each 4ment of fibers. Fibers from different manufacturers and different types of fibers shall not be intermingled. 9. GENERAL CONSTRUCTION REQUIREMENTS A. Equipment for PAP operations shall be in accordance with 409. Fuel oil, kerosene, or other solvents shall not be transported in open containers on any equipment at any time. Cleaning of equipment and tools shall not be accoTplished on the pavement or p6ed shoulder areas. B. Mix the aggregate and asphalt binder material within the established temperature range until all the materials are coated. C. Segregation, fluWng or bleeding of PAP mixtures will not be permitted. CofTe�tive action slall be taken to prevent the continuation of these conditions. All areas showing an obvious excess or deficiency of asphalt materials shall be removed and !epjoced. All mixture that bicomes loose and broken, mixed with dirt or is in any way obviously defective shall be removed and replaced. 10. PREPARATION OF SURFACES A. Surfaces on which a PAP mixture is to be placed shall be open graded free drainirigf , t and free from objectionable or foreign materials at the rega et oc time a ocemen Contact surfaces of curbing, gutters, manholes, and other structures shall be tack coated in accordance with 406. Protect the mixture (it al times from contamination by sol or other fine material during A. C'I ement. Erosion controls and maintenance will be by others. subre below the drainage layer should not be compacted or t, b* t to excessive construction traffic prior to the Placement of the gseofe'Ae filter fabric and drainage layer at crushed stme. Where erosion as occurred and caused accumulation of fines, the accumulated sit materials should be removed and the underlying soils scarified at least 6 inches with a york rake or equivcdent The grade at the base of the drainage layer should be relatively flat B. The Placement of the filter fabric and crushed stone should occur immediately after subgradle preparation. If construction of the drainage bed is interrupted, the filter fabric should be folded back at least four f6et along all of the edges of the excavation to help prevent eroded sol from entering the excavation. Additional erosion control measures may need to be implemented depending on site conditions during construction. C. Any nonporous pavernent subgrodes should similarly be examined and pr6ofrolled as desated in the streets section. If soft areas are encountered, the soft soils will need to be undercut and refilled in accordance with the instructions of the geotechincol engineer's on-site representative. these sols are highly sensitive to moisture and/v repeated wheel loads and will soften when exposed to weather and construction traffic. D. D ending the time of year upon which construction is performed, the su rl 41 3de may need to be dried or stabilized using lime. The lime should be oroughl mixed using specialized equipment 11. W ER LITATIONS A. Do not place the mixture during weather conditions that would cause its degradation, segregation, or contamination. 12. SPREADING AND FINISHING A. The PAP layers will be placed in lifts with a minimum of 2 inches and a maximum of 4 inches. The mixture shall be placed upon an approved surface by means of a suitable asphalt paver. if hand work is required keep it to a minimum. Spread the mixture in a method that produces a smooth, uniform layer before compacting. Do not haul over the mixture. 13. JOINTS A. Longitudinal joints on roads and streets shall be offset from lane lines a distance of 6 inches whenever possible. Transverse Pfints shall be constructed by exposing a near vertical full depth face 0 the previous course. 14. COMPACTION A. The PAP mixture shall be compacted with equipment in accordance with 409.0�1)) knmediotely after the mixture has been spread and finished. Rollers shall not cause undue displacement cracking, or �hoving. B. Compact the mixture using a minimum of two (2) passes with a 10 ton static tandem steel wheel roller (do not use the roller in a vibratory mode), completely seating the aggregate particles. Do not over compact resulting in crushed or broken aggregate. Complete rolling before mix temperatures nos dropped below 250 cVrees F. C. Traffic should be res . cted for 24 hours after rolling. 15. PAVEMENT SMOOTHNESS AND ACCEPTANCE A. Thickness tolerance; Ensure the placed PAP conforms to the specified thickness by randomly checking the thickness during construction. B. Surface tolerance; Erisure that the finished surface is uniform and varies no more then +OR- 1/2 inch from a 10-foot straight edge applied longitudinally to the asphalt mat C. Porbsity test will be fi�prformed by conducting a water hose test with five gallons per minute minimum. There should be immediate infiltration with no puddles. 16. TESTING A. Porosity test Hose test with 5 gallons per minute minimum. There should be immediate infiltration with no puddles. B. Core sample: Contractor sholl take 4 core samples (one in each of the 4 different porous asphalt areas) of the porous pavement & have testing �ierformed by a qualified lob to verify that all pavement was installed per e required spectfications. STORM SEWER SYSTEMS 1. SCOPE OF WORK A. The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling necessary to complete the work shown on the drawings. B. In the case of any conflicts with these specifications and local, state, federal specifications the more stringent shall apply. 2. STORM SEWER CONSTRUCTION A. Storm Sewers 1. Storm sewer structures shall comply with current specifications of the City of Carmel and all other responsible agencies in respect to design and quality of construction. 2. All storm sewer construction inside public right-of-way, either existing or to be dedicated, shall be in accordance with the most recent I.N.D.O.T. Standard Specification. 3. Mere reinforced concrete pipe is shown on the construction plans, it shall be in accordance with A.S.T.M. C-76 Class III Wall 'C* unless otherwise specified on the plans. 4. Where corruglated metal pipe is shown on the construction plans, it shall be 14 gaur aluminized unless otherwise specified and sholl have the connectifig ands and seals as specified by the manufacturer. C.M.P. shall b� aluminized * in accordance with A.S.T.M. A-444. 5. Manholes, Catch Basins onAnelets shall be precast concrete. a. If the contractor elects to use alternate precast structures, he shall submit shop drowin to the Engineer prior to any construction. 6. Precast concrete and st gs ee for manholes and inlets shag be in accordance with A.S.T.M. C-478. 7. Castings shall be as shown on the detail sheet(s) for manufacturer, type and model number. 8. F-Borrow backfill shall be required under all pavement areas and trenches within five(5) feet of the edge of pavement curb, and/or sidewalk. 9. All trenches under pavement shall be compacted to 95 percent modified roctor. 3. APPLICATION A. Permits and Codes: The intent of this section of the specifications is that the Controctoes bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. The C6ntroctor shall fumish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards: The term "Local Standards' as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing lmprovements- The Contractor shall maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. The Contractor shall repair to the satisfaction of the Owner any damage to existing active improvements. D. Workmanship: This work shall conform to all local, state (Ind national codes and to be approved by all local and state agencies having jurisdiction. E. Trenchinq: Lay all pipe in open trenches, except when the local authority gives wfitten permission for tunneling. 0 n the trench sufficiently ahead of 19 -re �T,1,ying to reveal any * obstructions. min. width of trench sholl be mes the outside iPL of pipe. Sheet and brace trench as necessary to rotect wo6men and adjacent sbuctures. All trenching to comply with pational Safety and Health Administration Standards. Keep trenches free from water while construction is *in progress. Under no circumstances shall Vine or appurtenances be laid in standing water. Conduct the discharge from ench de-watering to drains or natural drainage channels. F. Special Supports: Whenever, in th Tinion of the Engineer, the soil at or e below the. p* de is unsuitable, or supportir�g sewers and appurtenances specified in Viisgisection, such Kid support in addition to those shown or specified, shall be provided as te Engineer may direct and the contract will be ad' ' ed. G. Backfil rinT. Bockfill shall be placed as shown in the plans. Note that PVC & HDPE Fipe shall be covered with 12* minimum of 18 stone. Compact this bockfi thoroughly, taking care not to disturb the pipe. Backfill under and Within 5 feet of walks, parking areas, driveways and streets shall be *B" Borrow or equivalent granular material only and thoroughly compacted by approved methods. H. Manhole Inverts: Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semicircular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade �rodually and changes indirecton by true curves. Provide such channels for oil connecting sewers at each manhole. 1. Subdrains: All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drains constructed off-site as part of the outlet drain will -be located as shown. J. Utilities: It shall be the responsibility of the Contractor to veritLoll existing utilities and conditions pertaining t6 his work. It shall also be e Contractoes responsibility to contact the owners of the various utilities before work is started. The Contractor shall notify in writing the Owner and the En i ieer of any changes, errors or omissions found on these plans or in ""n the Whefore work is started or resumed. WATER LINE SYSTEM 1. SCOPE OF WGRIT- A. The work under this section includes all water main, fire hydrants, services and related items, including pxcavating and backfilling necessary to complete the work shown on the drawings. 2. MATERIALS A. All materials shall conform to all local, state, and national codes and shall be graved by all local and state agencies having �risdiction. 3. APPLICA ION A. Permits and Codes: The intent of this section of the specifications is that the Contractoes bid on the work covered herein shall be based on the drawings and specifications but that the work. shall comply with I applicable codes and regulations as amended by any waivers. The Untractor shall fumish all bonds necessary to get permits for cuts and connections to existin water mains. B. Local ?tandards. The term 'Local Standards' as used herein means the standards of design and construction of the City of Carmel Water Utility Department C. Existing Improvements: The Contractor shall maintain in operating condition all active utilities, sewers and other drains encountered in the water line installation. The Contractor shall repair to the satisfaction of the Owner any damage to existing active improvements. D. Workmanship: This work shall conform to all local, state and national codes and to be approved all local and state agencies having jurisdiction. This includes all req�ired �eoning and testing procedures requVed by the state and local agencies. E. Trenchg: Lay all pipe in open trenches, except when the local authorl gives , ten permission for tunneling. Open the trench sufficiently ahea of �. pe-Inyingi to reveal any obstructions. The min. width of trench shall be .125 times the outside dia. of pipe. Sheet and brace trench as necessary to protect workmen and adj:icent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in pro gress. Under no circumstances shall pipe or appurtenances be laid in standing water. Conduct the discharge from Vench de-watering to drains or natural drainage channels. F. Special Supports: 'Whenever, in the opinion of the Engineer, the sol at or below the pipe grade is unsuitable for su porb 3nd appurtenances p ng pil i specified in this section, such gcial support ifi oTdeftion to those shown or specified, shall be provided as e Engineer may direct and the contract will be adjusted. G. ockfilinT. Backfig shall be placed as shown in the plans. Note that PVC & shall be covered with 12' minimum of 18 stone. Compact this )ockfilfigioroughly, taking care not to disturb the pipe. Backfill under and Nithin 5 feet of walks, parking areas, driveways and streets shall be 'B" Borrow or equivolent granular material only and thoroughly compacted by approved methods. H. Utilities: It shall be fie responsibility of the Contractor to verify all existing utlities and conditions Waining to his work. It shall also be the Contractoes responsibliny to contact the owners of the various utilities before work is started. The Contractor shall notify in writing the Owner and the Engineer of any changes, errors or omissions found on these plans or in the Wd before work is started or resumed. 1. Cit"Of Carmel Water Utility Department Approved List of Construction Ma I s: 1. Water Main: Shall be Ductile Iron Pressure Class 350 2. Reflective Warning Tape: Sholl be installed 18in above pipe. 3. Tracing Wire (10 or 12 gaut: To be installed with all water mains. There must be access to e tracer wire at each valve box, with enough wire in the valve box to insure the proper connection to the locating machine. 4. Fire Hydrants: Shall be Mueller (Safety Yellow, M.A.B. #0433291, Sherwin Williams F75YP2) Carmel Clay Spec. h rants shall be open right if and will love a so e y blue stripe oroun7hydrant bonnet from the factory). The hydrant pumper nozzle shall be of one-piece design, compatible with 5* Storz hose coupling. The nozzle shall be an integral part of the fire hydrant and must be fumished by the manufacturer or authorized distributor designated by the manufacturer. Mueller model 290220 for costing and 290221 for cap. Storz adgpters will not be occg2ted. 5.Valves: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. valves shall be open right) Butterfly valves shall be used for sizes over 12in. 6. Fittings: Shall be Union, Tyler 7. Mechanical Joints: Shall be made with Megalugs. 8. 'Valve Boxes: Shall be Union T�yler or East Jordan Iron Works 9. Pod Caps or Box loks- Shall be installed, with each gate valve. ** not to be used on butterfly valves ** 10 . Curb Boxes: Shall be Union er 11. Tapping Sleeves: Shall be �n% Blair, Romac, or JCM 12. Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Ford F-11, JCM or Mueller equal. 13. Topped Repair Clamps: (For Y�in, lin, 09n, and 2in t ps on PVC, V�n and 2in on Ductile Iron and service repairs) shall be 1� in long, full circles stainless steel with ductile lugs and tapered threads. Smith Blair, Ford, JCM, Mueller. 14. Sample Stations: Shall be installed at the utilities request (GIL Industries model P101). 15. Service Lines: %in, lin, 11Y�in, 2in Shall be K- Copper 16. Brass: Compression Fittings. Pack Joints not allow6d (See Meter Pit Specs. for Make and Model ) 17. Joint Restrains: Shall be AA Lock Gaskets or Mechanical Bell Joint Restraints. 18. HDPE Sleeves: Shall be used for services that cross major city streets. %; 1' lines will use 3* hdpe sleeve ljl� 2' lines will use 4' hdpe sleeve 19. Additional Kickers: Shall be solid block and brick. No poured Concrete. SANITARY SEWER SYSTEMS 1. SCOPE OF WMK- A. The work under this section includes all sanitary sewers, manholes, cleanouts and related items including excavating and backfilling, necessary to complete the work shown in the drawings, starting outside the building walls. The. end of sewers shall be tightly plugged or capped at the terminar points, adjacent to the building drain as specified in the plumbing specifications and/or architectural drawings. 2. MATERIALS A. Sanitary Sewers 1. All gravity plastic sewer pipe fittings shall conform to ASTM D3034 With a cell cfassification of 12454-B or 12454-C. Flexible gasketed compression joints shall be used for PVC & PVC truss pipe. No solvent cement Pint� shall be allowed. 2. ABS Sewer Pipe and fittings shall conform to ASTM D2680 latest revision. 3. Tracer wire shall be installed with all new sanitary pipe. B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C-478 latest revision. Exterior of the manhole shall be waterproofed with Bismatic material. 2. Castings shall be of uniform quality, free from blow holes, porosi�y, hard spots, shrinkage distortion or other defects. They shall be smooth and well-cleaned by shot-k1tasting or by some other approved method. shall be cooted wl h spholt point which sholl result in a smooth c ing, tough and tenacious when cold, not tacky or brittle. They shall be gray ion meeting ASTM A-48 latest revision. Manhole covers for sanitary sewer shall be Neenah Type R-1077-A w/R-1712-B-SP Frame w/Self-Sealing application. 3. Joints: Manhole sections shall be Joined with a nominal 1/2 inch size butyl rubber base gasket materiar, conforming to AASHTO M-198 and Federal Specification SS-S-210o. Joint confoims to ASTM C-443. 4. Manholes shall include steps. Sanitary sewer standards revisions shall be that steps are to be polpropyene coated steel reinforcing or an approved non-corrosive fiberglass material. The copolymer pol opylene shall meet the requirements of ASTMD-4101 with deformed 3 8 inch diameter or larger reinforcing steel conforming to ASTM A-6 F, Grade 60. Steps shall be a maximum of 24 inches from top, 24 inches from bottom and 16 inches spacing between. C. Sanitary Force Mains 1. All sanitary force main pipe and fittings shall conform to ASTM D2241, Standard Specification for Poly Vinyl Chloride (PVC) Pressure-Rated Pipe, (SDR 21, greater than 4 inch diameter). 2. Tracer wire shall be installed with all sanitary force main pipe. D. Casing 1. Sanitary sewers constructed with polymnyl chloride (PVC) and installed under railroads shall be cased in conformance with AWWA Standard C900-89 Standard for Polyvir.iy! Chloride (PVC) Pressure Pipe, 4 In. through f2 In. for Water I)Ntri6ution, Appendix A. 3. APPLICATION A. Permits and Codes: The intent of this section of the specifications is that the Contractoes bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor sholl furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards: The term "Local Standards' as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements: The Corittactor shall maintain in operatin condition all active utilities, sewers and other drains encountered in ?ie sewer installation. The Contractor shall repair to the satisfaction of the Owner any damage to existing active improvements. D. Workmon�hip: This work shall conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching: Lay 911 pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficiently ahead of pipe-loying to reveal any obstructions. The min. width of trench shall be 1.25 times the outside dia. plus 12 inches. Sheet and brace trench as necessa to protect workmen and adjacent structures. All trenching to comply wl Occupational Safety and Health Administration Standards. Keep tienches free from water while construction is in progress. Under no circumstances shall pipe or appurtenances be laid in standing water. Conduct the discharge from trench de-watering to drains or natural drainage channels. F. Special Supports. Menever, in the opinion of the Engineer, the soil at or below the pipe gode is unsuitable for supporting sewers and appurtenances specified in is section, such special suppoM in addition to those shown or ecified, shall be provided as the Engineer may direct and the contract wiTibe od�sted. G. Backfiling: Backfil shall be placed as shown in the plans. Compact this backfil thoroughly, taking care not to disturb the pipe. Backfill under and within 5 feet of walks, parking areas, driveways and streets shall be granular material only and thoroughly compacted by approved methodis. H. Flow Channels: The flow channels within manholes shall be an integral part of the precast base. The channels shall be shaped and formed foe a clean transition with proper hydroulics to allow the smooth conveyance of flow through the monhole. The bench wall shall be formed to the crown of the inlet and outlet pipes to form a V shaped channel. The bench wall shall dope back from the crown at 1/2 inch per foot to the manhole wall. 1. Leakage Testing: The Contractor shall fumish the necessary equipment to test sewers for infiltration. All sanitary sewer gravity lines, upon completion, shall be required to pass one of the f6llowing tests: J. Hydrostatic Test A hydrostatic test shall be performed with a minimum of two (2) feet of positive head. The rate of exf0tration or infiltration shall not exc�ed two hundred (200) gallons per inch of pipe diameter per linear mile per day. K. Low Pressure Air Test- A low pressure air test shall be conducted in accordance with ASTM F1417, Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low Pressure Air, for Plastic pipe. L AJI sanitary Torce main lines, upon completion, shall be required to pass a leakage test conducted in accordance with AWWA standard C605-94, AWWA Standard for Underground Installation of Polyvinyl Chloride (PVC) Pressure M. Pi�e a d Fittings for Water. So � A] nitary Sewer Manholes shall also be air tested in accordance with ASTM C1244-93, Standard Test Method for Concrete Sewer Manholes by Negative Air Pressure (Vacuum) Test. N. Flushing Sewers. Flush all sanitary sewers except building sewers with water to obtain free flow through each line. Remove all silt and trash from appurtenances just prior to acceptance of work. 0. Plastic Sewer Pip.e Instalation: Plastic sewer pipe shol be installed in accordance with ASTM D2321 per latest revision. Pipes shall be tested after thirty days, using a mandrel that is 957. of the inside diameter of the pipe being tested. Said mandrel shall be pulled by hand through each pipe section to ensure deflection is less than acceptable limits. P. Storm Water Connections: No roof drains, footing drains and/or surface water drains may be connected to the sonitary sewer systems, including temporary connections during construction. 0. Watedine Crossing: Mere water lines and sanitary sewers cross and water lines cannot be �Iaced above the sewer with a minimum of 18 inches vertical clearance, e sewer must be constructed of water works grade ductile ion pipe with mechanical joints within 10 feet of the water line. R. Utilities: It shall be the responsibility of the Contractor to verity all existing utilities and conditions pertainin ctg to his work. It shall also be the Contractoes bliity to conta the owners of the various utilities before work is The Contractor shall notify in writing the Owner and the Engineer of any changes, errors or omissions found on these plans or in the field befori work is started or resumed. S. Service Laterals: Individual buildnin lines shall be 6 inches in diameter and of material equal to that.speci in 2A of this section. Service lines shall be connected to the main sewer at locations shown in these plans. CITY OF CARMEL RIGHT-OF-WAY P"ING POLICY I.GENERAL A. The work subject to the requirements of this policy shall include the production, hauling/delivery, s necessary to pre preading, finishing, compaction and other work pare foundations, install ag�regate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or pr 01sed right-of-way for roadways, auxiliary lanes and a halt multi�­use pal S. s B. Th! policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this polic may result in non-acceptance of the work or other remedies outlined in N pblicy. C. Workmanship, mated'als and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Deportment of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D. Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standardis, the higher standards shall apply. E if any Plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F. Nothing contained herein shall be construed as prohibiting the design and. conshction of improvements meeting higher standards, nor as discourogin petitions to aTrophate governing bodies for variances for alternatives whicg o ed by advances in technology and are approved by other can be supp. ( G. 2encies; with concurrent ji�irisdiction. work shall comfly with the requirements of Section 105.03 of the Standard Specifico ions. H. For the purposes of this policy, where the term Engineer is used in this policy and the Standard �pecifications, it shall mean: a. The Carmel City Engineer, staff of the Department of Engineerinq, other personnel emplo by the City of Carmel, or authorized agent(s) that may be retainrtc represent Ihe City of Carmel. b. The Hamilton Cou t H' h Engineer, staff of the Hamilton County 'r'Z og way Highway Departmen er personnel employed by Hamilton County, or outhorized agenti(s) that may be retained to represent Hamilton County Highway, deRending on the location of the work: 1. Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J. Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff nofification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as A relates to the work. K. Under no circumstances shall work subJect to the standards established by this policy commence without obtaining' approved construction drawings by the Cit of Carmel Department of Engineering. A 2. FOUNDATIO A. General i. This work shall consist of the construction/� reparation of the fourdation in accordance with Section 105.@ of the Standard Specifications. B. Excavation and Embankment i. R:or to beginning excavation and embankment operations, all necessary clearinp, grubbing, scalping and topsoil stripping and subsequent backfil ing for removed items within the dope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standord Specifications. All topsoil, vegetation, roots, stumps, friable mid epletenous material shall be completely removed within the limits of the dope stakes. ii. Excavations �(1) After excavation operations, all spongy and yielding material that does not readily compact shall tie removed from within the dope stake limits and the resulting void shall be refilled with suitable materiial and compacted in accordance with Section 203 of the 3tandard Specifications. (2�,, A�y pronounced depressions within the slope stake limits resulting 6zer excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii. Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that doe- not readil compact shall be removed from within the dope stake limits prior lo embankment operations. (3) Any pronounced d ressions within the slope stake limits resulting after clearing, Nrubing, scalping and topsoil removal shall be refilled with su able material' and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compoction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. H. Soil Subgrades ii� Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii. The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii. The subgrade shall be uniforml repared, compacted and approved in accordance with Sections 207V 207.03 and 207.04 of the Standard Specifications. iv. Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A shall be conducted in accordance with Section 203.26 of the �toaonfdra"rd Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v. At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar do nor to placing stone or is sub*t to a measurable rain event pX �o placing stone, shall be sub*t to additional proof rolls prior to Placement of the Aggregate Base. D. Existing Pavement i. Milling of existing pavement surfaces shall be in accordance with Section 306.OZ W.03, 306.05, 306.07 and 306.08 of the Standard Specifications. u. Localized weak areas of the existing pavement section uncovered durin the milling process shall be repaired in accordance with Section 304.0?, 304.03, 304.05 or 305 of the Standard Specifications. iii. Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv. Milled areas that Temain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard ecifications. The Contractor shall be responsible for payment Ythese liquidated damages 3. AGGREGATE BASES A. General i. This work shall consist of placing a com%acted aggregate on a prepared soil subgrade in accordance wi Sectmi 105.03 of the Standard Specifications. ii. A gregate Base materials shall be in accordance with Section 301.02 ofIbe Standard Specifications. iii. The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv. The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v. Aggregate Bases shall be constructed on prepared foundations and to thi6kness equal or greater than those indicated on the approved construction documents. B. Temperature and Seasonal Limitations i. The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii. Frozen material shall not be placed. i ii. The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard S*-ificdtions- iv. The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v. Aggregate Bases shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. B. Temperature and Seasonal Limitations i. The Aggregate Base shall be placed in accordance iith the temperature limitations of Section 301.04 of the Standard Specifications. ii. Frozen material shall not be Placed. i Hu. Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C. Preparation i. The prepared foundation shall be tee from objectionable or foreign materials at the time of placement ii. The subgrade shall be subject to additional proof rolls in accordance with Settion 203.26 of the Standard Specifications just prior to placing the Aggr%e Base on the subgrade in accordance with Section 2C(v) of this & 1�cy. Unacceptable areas shall be corrected to the satisfaction of the gineer before any Aggregate Base is placed. D. Spreading and Finishing i. The Ag�regate Base shall be spread in accordance with Section 301.05 of the tandard Specifications. iii. The 2Agr%ate Base shall be compacted in accordance with Section 301.11 of e Standard Specifications. iiiii. Subsequent paving courses shall be Placed over the Aggregate Base within 14 calendar days. Aggrjote Bases that lay expoW for a period of time greater than 14 calen or days or experience a measurable rain event pnor.to the Placement of subsequent paving courses shall be sub' t to inspection and acceptance by the Engineer. At the discretion of A Engineer, additional proof rolls may be required. 4. ASPHALT PAVEMENT A. General i. This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. iii. HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. Mi. Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv. Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v. Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the some paving season. vi. Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2) The existing pavement adjocent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Spidfications. B. Preparation i. The A gregote Base shall be subject to additional proof rolls in occorTonce with Section 203.26 of the Standard SPecifications �st prior to placing the HMA courses in accordance with Section 3_D(iii) of this o19, Unacceptable areas sholl be corrected to the satisfaction of the 9gineer before any poving operations commence. iii. All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. Mi. Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv. Asphalt surfaces between courses shall be tacked in accordance with Se�tion 406 of the Standard Specifications. v. Contact surfaces of curbing gutters, manholes, and other structures shall be tacked in occordon�e with Section 406 of the Standard Specifications. vi. Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement vii. Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.0�a) of the Standard Specifications. C. Weather and Seasonal Limitations i. HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45T (7,C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii. No mixture shall be placed on a frozen subgrade. Mi. Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv. If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pa f th acior e services of a MII time constr�ction inspe�ctor and who shall as an authorized agent of the Engineer. The Engineer shall select the construction inspector. V. If the ambient and foundation surface temperature complies with the irements of Section 4C(i) of this policy between April I and Aprilrliu, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the �6rvices of a full time construction inspector and who shall act as an authorized 9gent of the Engineer. The Engineer shall select the construction inspector. vi. The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Ag yeqge Base may result in substandard HMA placement spreading an fini . ing. D. Spreading and Finishing i. HMA courses shall be placed upon an approved foundation or other HMA course by means of loydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii. Segrlation or flushing or bleeding of HMA mixtures will not be 1 ted. Corrective action shall be taken to prevent continuation of rej conditions. Segre . gated or flushed or bleeiding HMA mixtures shall be removed if direct6d. i -5. All areas showing an excess or deficiency of binder shall be removed and replaced. iv. All HMA mixtures that become loose and broken, mixed with dkt or is in any way defective shall be removed and replaced. &ACCEPTANCE A. Before acc7tance of any phase of construction, the Engineer shall determine i the improvements are in substantial compliance with this policy �excejpt for any variances granted) and the approved construction documents B. e Engineer may, at his sole discretion, accept work that is not in conformance with this poli�c provided that the work is bonded for a period greater than three years. e Engineer shall establish the extended bonding requirement CITY OF CARMEL CONCRETE CURB POLICY T Ire in e Wra A. The work subject to the requirements of this policy shall include the prouction, hauling/delivery; excavation for, placing, installation, Jointing, curing, finishing, and other work necessary to prepare foundations and sol subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or d be the basis for acceptance of the work by the City. Failure ose 6�at of way 0 ic B. t lop IF to a5herey t the requirements of this policy.may result in non-acceptance of the work or other remedies outlined in this pblicy. C. Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations ore allowed or specified herein, or variances are granted. D. Mere the minimum standards of any other governmental agency havi concurrent jurisdiction exceed these standards, the higher itandards 2all apply. E If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F. Nothing contained herein shall be construed as prohibiting the design and constfuction of improvements meeti�i higher standards, nor as discouraging petitions to appro-nate governing b es for variances for alternatives w i p can be supported by advances in technology and are approved by other a?encies with concurrent �risdiction. G. Al work shall comply with the requirements of Section 105.03 of the Standard Specifications. H. For the purposes of this olic, where the term Engineer is used in this c1A polictand the Standard �'e i cations, it shall mean: i. e Carmel City Engineer, staff of the Department of Enginrn ,�, other personnel emplo by the City of Carmel, or authorized gen ) that may be retainrtc re Tresent 1he City of Carmel. ii. The Hamilton Count H h ay Engineer, staff of the Hamilton County Highway Department ogewr personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highw%, dqpending on the location of the work. J. Authority of e,Lngineer over the work shall be per Section 105.01 of the Standafol Specifications. K. Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-conshction meeting to review the gineer I s construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as A relates to the work. L Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. M. At the We discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the fight-of-way shall be determined at the pre-construction meeting. N. Dimensional and other standards for concrete curb shall be in accordance with the C�y of Carmel Standard Details. 0. Under no circumstances shall material other than Portland Cement Concrete meetin? the standards established bT, this opolitcy be utilized to construct concre e curbs within the corporate mits he City of Carmel. P. Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2. Foundation A. General i. This work shall consist of the construction reparation of the foundation in accordance with Section 105.03 of theltaridard Specifications. iL The foundabon shall be pre .pored in accordance with Section 605.03(a) of the Standard Speciftations and the requirements of this policy. B. Excavation and Embankment i. Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfig . ing for removed items within the slo -hall be (r stake limits s performed in accordance with Section 201. 3 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the dope stakes. ii. Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed Trom within the dope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. E Joints i. Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F. Compaction L The HMA mixture shall be compacted with equipment in accordance with Section 409.0�d) of the Standard Specifications immediately after the mixture has been spread and finished. ii. Rollers shall not cause undue displacement cracking, or shoving. 5. INSPECTIONS A. All materials fumished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B. The Contractor sholl notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C. The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D. Sampling and testing of materials equipment or construction work may be required at the expense of the C;ntractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E. Were the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements sholl be cored and tested at the expense of the Contractor. The average thickness of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch �1/2') in any course or total thickness from the pavement section indica ed on the approved construction documents. F. Such inspections shall not be construed to relieve the developers engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or fat the means and methods of construction, nor for safety on the job site. G. Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage. through carelessness, or any other cause found to exist prior to the final acceptance of the work shall be removed immediately and replaced in an acceptable manner at Contractoes expense. H. If the Contractor fails to comply forthwith with any order mode under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1. Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. (2) An ronounced depressions within the dope stake limits resulting oWerpexcavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii. Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material 'hat does not readli compact shall be remoVed from within the dope stake limits prior lo embankment operations. (3) A aWn pronounced d%ressions within the slope stake limits resulting a er clearing, gru ing, scalfling and topsoil removal shall be refilled with suitable materia and comzacted in accordance with Section 203 of the Standard Specific ions prior to embankment operations. (4) Prior to the construction of any embankment the on' inal grou surface within the limits of the dope stakes shall be leveled anindd the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Wifications. C. Soil Subgrades i. Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfiling specifications. ii. The subgrode sholl be shaped to the required grade and sections, free from oil ruts, corrugations, or other irregularities. iiii. The subgrade shall be uniformly repared, compacted and approved in accordance with Sections 207V 207.03 and 207.04 of the Standard Speifications. iv. Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A prookoll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v. At the discretion of the Engineer, Subgrade that has satisfactorily �ossed a proofroll, but remains uncovered for a *ad of 14 calendar ays prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing A ,jgregate Base or concrete curbing, shall be subject to addition proof rolls prior to placement of the Aggregate Base or concrete curbing. 3. Aggregate Bases A. General i, This work shall consist of placing a compacted Aggrliate Base on a prepared soil subgrade in accofdance with Section 5.03 of the Standard Specificdtions. ii. Aggre Sqtde Base materials shall be in accordance with Section 301.02 of tal e andard Specifications. i ii. The Aggregate Base material shall be obtained from a Certified Aggre .gate Producer in accordance with Section 917 of the Standard Specifications. iv. The Aggregate Base material shall be handled and transported to, and on, the wA site in a manner that minimizes segregation and moisture loss. v. Aggre .gate Bases shall be constructed on approved soil subgrades and to thickness equal or greater than those indicated on the approved construction documents. B. Temperature and Seasonal Limitations i. The g egate Base shall be placed in accordance with the temperature limtricris of Section 301.04 of the Standard Specifications. ii. Frozen material shall not be Placed. iii. Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C. Preparation i. The prepared soil subgrade shall be free from objectionable or foreign materials at the time of Placement ii. The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggr e Base on the subgrade in accordance with Section 2C(v) of this &5ZCy. Unacceptable areas shall be corrected to the satisfaction of the gineer before any Aggregate Base is placed. D. Spreading and Finishing i. The Aggrlate Base shall be spread in accordance with Section 301.05 of the S andard Specifications. ii. The Aagr?ate Base sholl be compacted in accordance with Section 301. o) the Standard Specifications. iii.Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subj t to inspection and acceptance by the Engineer. At the discretion one Engineer, additional proof rolls may be required. 4. Concrete Curb A. General i. This work shag consist of_plocing concrete curbin on prepared soil subgrades or Aggr ate Bases in accordance v & Section 105.03 of the Standard S*i cations. ii. Concrete curb shall be constructed on prepared soil subgrodes or MA ate Bases to the dimensional standards of the a 9gr . pplicable City of I Standard Details or in accordance with the curbing details of the approved construction documents. iii. Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High.early stren1th admixtures may be utilized but shall not be considered in wai vbg any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances. iv. Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, Pinting, curing, finishing and miscellaneous/ancila activity shall be in accordance with Section 508 of the Stanvcrd Specifications. v. Concrete oduction mixing and haul ing/del ivery shall be in accordance with Sectiorn 502.16 of the Standard S�ecificofions. A. Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. B. Preparation i. The soil subgrade or A, gregate Base shall be subject to additional proof rolls in accordance X Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this polic y. Unacceptable areas shall be corrected to the satisfaction of the Engineer befoi*e placement of any concrete curbing. iii. All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C. Weather and Seasonal Limitations i. Concrete curbing shall only be Placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 5VF and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 517F or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above provided- that placement inting, finishing and curing a perations conform to Sections 502.11 and 02.11 of the Standard Specifications. ii. No mixture shall be placed on a frozen subgrade or Aggregate Base. i -5. Under no circumstances shall concrete curb be placed between December 15 and March 30. iv. If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface em ure c p s wi e requ remen s a on 0 is poli and the paying controc or a for the services of a 11 tkne con ction in ector and who 2 act as an authorized agent of the Engin . e gineer shall select the construction inspector. v. If the ambient and soil subgrode or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this icfbetween April 1 and April 15, concrete curb shall be allowed to (aced on an approved soil subgrade or Aggr1ate Base provided tho the paving contractor pay for the services 0 a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi. The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete cC#t placement curing and finishing. D. Placement i. Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.0�c) and 605.04(d) of the Standard Specifications. iii. Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the t conforms to the requirements of S�ction 508 of the Specifications. iii. Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv. Forms shall be removed in accordance with Section 50Z16 and 605.04(b) of the Standard Specifications. E Joints i. Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. fi. Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the some location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of %-". iv. Preformed expansion Joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting �xisting construction. In addition to these requirements, expansion Joints in integral curb and sidewalks shall be located at the same location as the expansion �ints in the adjoining sidewalk. F. Finishing and Curing i. The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.0�f) of the Standard Specifications. ii. Curing compound shall be applied to all exposed surfaces on do-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides afteir any forms are removed. iii. The concrete curb sholl be allowed to cure for a minimum of 5-days prior to commencing backfilling operations adjacent to the concrete curbing. G. Backfilling i. The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.Ng) of the Standard S pecifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. iii. Backfilling operations shag be completed prior to opening the area to regular construction traffic. 5. Inspections A. All materials fumished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B. The Contractor sholl not' ineer a min .4 the En i ' imum of 48-hours in advance of commencing any work subject lo the standards established by this policy. C. The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D. The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repoirs shall be completed prior to backfiling operations. E. Somplin and testing of materials, e ment or construction work may be quip requin at the expense of the Contractor at the discretion of the Engineer foe the purpose of ascertaining that the work is in substantial conformance with this policy and the appr6ed construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F. Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of Ihe Contractor. The avera .ge thickness of the curb must equal or exceed the minimum prescribed by the approved construction documents. G. Such inspections shall not be construed to relieve the developers' engineers or contfactors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testinq agences, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H. Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceplance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractces expense. 1. If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J. Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6. Acceptance A. Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B. The Engineer m at his sole discretion, accept work that is not in conforfriance w9ig. this polig provided that the work is bonded for a period greater than three years. e Engineer shall establish the extended bonding requirement. 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