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Home My WebLink AboutCivil Plans 08-28-18THE PROSCENIUM SITE CONSTRUCTION DRAWINGS WEST CARMEL DRIVE & SOUTH RANGELINE ROAD CARMEL, INDIANA APRIL 12, 2018 CARMEL DEVELOPMENT II, LLC 881 3rd AVENUE SW, SUITE 100, INDIANAPOLIS, IN 46032 TEL. 317.846.3100 anthony. bi rkla@anderson bi rkia.com 1. VETERANS WAY AND EXECUTIVE DRIVE SHALL BE DEDICATED TO THE PUBLIC AND WILL BE OPERATED BY THE CITY OF CARMEL. 2. ALL PUBLIC UTILITIES (STORM AND SANITARY SEWERS AND WATERMAINS) LOCATED IN THE PROPOSED PUBLIC RIGHTS—OF—WAY SHALL BE OPERATED BY THE CITY OF CARMEL UTILITIES. 7635 Interactive Way Suite 100 � � Indianapolis, IN 46278 W O O L P E R T 317.299.7500 FAX: 317.291.5805 David Ayala david.ayala@woolpert.com SITE PLAN ZONING BENCHMARKS THE BASIS OF ELEVATIONS HEREON IS NAVD 88. IRON ROD SET — SEE DRAWING FOR LOCATION. ELEVATION = 830.35' HORIZONTAL DATUM IS INDIANA STATE PLANE COORDINATES, NAD83 CURRENT ZONING C-1 IN THE RANGELINE ROAD/CARMEL DRIVE OVERLAY ZONE SETBACKS MINIMUM FRONT YARD C-1 NOTHING LISTED OVERLAY ZONE MIN. 0 FEET, SUBJECT TO RECORDED UTILITY ESMTS. MAX. 10 FEET, SUBJECT TO RECORDED UTILITY ESMTS. AND UP TO 70% OF THE FRONT FACADE MAY BE RECESSED FOR ENTRANCES AND OUTDOOR SEATING; HOWEVER, NO ENTRANCE SHALL BE RECESSED MORE THAN 10 FEET, AND NO OUTDOOR SEATING AREA SHALL BE RECESSED MORE THAN 20 FEET, SUBJECT TO COMMISSION APPROVAL. MINIMUM SIDE YARD C-1 OVERLAY ZONE MINIMUM REAR YARD C-1 OVERLAY ZONE BUILDING COVERAGE RATIO C-1 OVERLAY ZONE TOTAL DISTURBANCE OF SITE: t6.9 ACRES DESIGN SPEED FOR VETERANS DRIVE: 30 MPH VICINITY MAP FUTURE OFFICE O E 116TH ST. 0 NOTHING LISTED NO MINIMUM; HOWEVER NO ACCESSORY BLDGS. OR OTHER PERMANENT IMPROVEMENT SHALL ENCROACH INTO REQUIRED LANDSCAPE PLANTING OR PERIMETER BUFFERYARD AREAS. NOTHING LISTED NO MINIMUM; HOWEVER NO ACCESSORY BLDGS. OR OTHER PERMANENT IMPROVEMENT SHALL ENCROACH INTO REQUIRED LANDSCAPE PLANTING OR PERIMETER BUFFERYARD AREAS. 80% (MAXIMUM LOT COVERAGE) NOTHING LISTED LEGAL DESCRIPTION A PART OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST (SAID POINT BEING SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 174.90 FEET SOUTH OF THE NORTHEAST CORNER OF SAID QUARTER SECTION); THENCE CONTINUING SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 483.25 FEET ON AND ALONG SAID QUARTER SECTION LINE; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 235.00 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID QUARTER SECTION 200.00 FEET TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF PROPOSED CARMEL DRIVE; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST ALONG SAID NORTH RIGHT—OF—WAY LINE 280.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 06 SECONDS EAST 684.82 FEET TO A POINT WHICH IS 174.90 FEET SOUTH OF THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 36; THENCE SOUTH 89 DEGREES 49 MINUTES 30 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID SOUTH HALF 515.00 FEET TO THE POINT OF BEGINNING, CONTAINING IN ALL 7.01 ACRES MORE OR LESS. EXCEPT THAT REAL ESTATE CONVEYED TO THE CITY OF CARMEL BY WARRANTY DEED DATED FEBRUARY 15, 2016, AND RECORDED MAY 19, 2016, AS INSTRUMENT 2016022637. ALSO KNOWN AS A PART OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST (SAID POINT BEING SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST 174.90 FEET SOUTH OF THE NORTHEAST CORNER OF SAID QUARTER SECTION), SAID POINT ALSO BEING THE NORTHEAST CORNER OF THE PARCEL DESCRIBED IN THE QUITCLAIM DEED RECORDED IN THE HAMILTON COUNTY RECORDER'S OFFICE ON APRIL 26, 2013 PER INSTRUMENT NUMBER 2013025913; THENCE ALONG THE NORTH LINE OF SAID PARCEL, SOUTH 89 DEGREES 17 MINUTES 04 SECONDS WEST, A DISTANCE OF 45.00 FEET TO A POINT ON THE APPARENT WEST RIGHT—OF—WAY LINE OF RANGELINE ROAD AS REFERENCED AND DEPICTED IN THE WARRANTY DEED RECORDED IN SAID RECORDER'S OFFICE ON MAY 19, 2016 PER INSTRUMENT NUMBER 2016022637, BEING A POINT OF BEGINNING OF THIS DESCRIPTION; THENCE ALONG SAID APPARENT WEST RIGHT—OF—WAY LINE, BEING A LINE 45.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36, SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST, A DISTANCE OF 324.52 FEET TO THE NORTHEAST CORNER OF PARCEL 4A AS REFERENCED IN SAID WARRANTY DEED; THENCE ALONG THE NORTH AND WEST LINES OF SAID PARCEL 4A, SAID LINES BEING ALSO ALONG THE WEST RIGHT—OF—WAY LINES OF RANGELINE ROAD PER SAID WARRANTY DEED, THE FOLLOWING TWO (2) COURSES: 1)SOUTH 89 DEGREES 09 MINUTES 00 SECONDS WEST, A DISTANCE OF 15.00 FEET; 2)SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST, A DISTANCE OF 158.84 FEET TO THE MOST NORTHERLY SOUTH LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE ALONG SAID SOUTH LINE, SOUTH 89 DEGREES 09 MINUTES 00 SECONDS WEST, A DISTANCE OF 175.00 FEET TO THE MOST WESTERLY EAST LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE ALONG SAID EAST LINE, BEING A LINE PARALLEL TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36, SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST, A DISTANCE OF 143.78 FEET TO THE NORTH LINE OF PARCEL 4 AS REFERENCED IN SAID WARRANTY DEED; THENCE ALONG THE NORTH LINE OF SAID PARCEL 4, BEING ALSO THE NORTH RIGHT—OF—WAY LINE OF CARMEL DRIVE, THE FOLLOWING TWO (2) COURSES: 1)SOUTH 78 DEGREES 33 MINUTES 46 SECONDS WEST, A DISTANCE OF 2.77 FEET; 2)SOUTH 89 DEGREES 09 MINUTES 00 SECONDS WEST, A DISTANCE OF 277.00 FEET TO THE WEST LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE ALONG THE WEST LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED, NORTH 00 DEGREES 50 MINUTES 44 SECONDS WEST, A DISTANCE OF 628.75 FEET TO A POINT WHICH IS 174.90 FEET SOUTH OF THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 36, SAID POINT BEING THE NORTHWEST CORNER OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE NORTH 89 DEGREES 17 MINUTES 04 SECONDS EAST, PARALLEL WITH THE NORTH LINE OF SAID SOUTH HALF, SAID LINE ALSO BEING ALONG THE NORTH LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED, A DISTANCE OF 469.68 FEET TO THE POINT OF BEGINNING, CONTAINING 6.090 ACRES, MORE OR LESS. UTILITIES GAS SERVICE: TELEPHONE SERVICE: WATER DISTRIBUTION: VECTREN ENERGY AT&T 3450 W. 131st. STREET P.O. BOX 1700 5858 N. COLLEGE AVE. CARMEL, IN 46074 NOBLESVILLE, IN 46061-1700 INDIANAPOLIS, IN 46220 PHONE: 317-733-2855 EMAIL: cshupperdOvectren.com FAX: 317-733-2053 PHONE: 317-776-5535 CITY UTILITIES: EMAIL: FAX: 317-776-5553 CARMEL CITY UTILITIES CONTACT: CONTACT: CHUCK SHUPPERD 30 WEST MAIN STREET ELECTRIC SERVICE: SUITE 200 CARMEL, IN 46032 WASTEWATER COLLECTION: 9604 HAZEL DELL PARKWAY DUKE ENERGY EMAIL: jduffy®cormel.in.gov INDIANAPOLIS, IN 46280 16475 SOUTHPARK DRIVE PHONE: 317-632-9077 x291 PHONE: 317-571-2634 WESTFIELD, IN 46074 FAX: 317-571-2642 FAX: 317-571-2636 EMAIL: shirley.hunterOduke—energy.com CONTACT: JOHN DUFFY EMAIL: ewolfe®carmel.in.gov PHONE: 317-896-6711 CONTACT: ED WOLFE FAX: 317-896-6712 CONTACT: SHIRLEY HUNTER SHEET INDEX 6 C000 ....................... COVER SHEET 6 1 of 1 .................... ALTA/NSPS LAND TITLE SURVEY 8 C101 ....................... EX. CONDITIONS/DEMO PLAN — PHASE 2 8 C200 ....................... OVERALL SITE PLAN 8 C201 ....................... SITE PLAN — NORTH 8 C202 ....................... SITE PLAN — SOUTH 8 C203 ....................... SITE PLAN ENLARGEMENTS 8 C300 ....................... GRADING/MASS EARTHWORK PLAN 8 C301 ....................... GRADING/SWPPP PLAN — PHASE 2 8 C301A......................GRADING/FLOOD ROUTE PLAN 8 C302 ....................... GRADING/SPOT SHOTS (PODIUM PLAN) 8 C303 ....................... GRADING DETAILS 8 C304 ....................... GRADING DETAILS C305 ....................... EROSION CONTROL NOTES AND DETAILS 8 C306 ....................... EROSION CONTROL DETAILS 8 C400 ....................... UTILITY PLAN 8 C401 ....................... UTILITY PLAN—STORM SEWER 8 C402—C403............ STORM SEWER PROFILES 8 C500 ....................... PLAN/PROFILE—VETERANS WAY—STA. 10+00-14+00 8 C501 ....................... PLAN/PROFILE—VETERANS WAY—STA. 14+00-18+42.40 8 C502 ....................... PLAN/PROFILE—EXECUTIVE DRIVE 8 C503 ....................... TYPICAL SECTIONS 8 C600 ....................... OVERALL LANDSCAPE PLAN 8 C601 ....................... LANDSCAPE PLAN — NORTH 8 C602 ....................... LANDSCAPE PLAN — SOUTH 8 C700—C705............ DETAILS DRAWING INDEX LEGEND • 4 08/28/1 • — 06/17/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 O — 03/15/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 108/28/18 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 O — 03/15/1 O — 03/15/1 O — 03/15/1 • 4 08/28/1 MOST RECENT ISSUE OR REVISION DATE O C000 COVER SHEET LATEST REVISION NUMBER FILLED CIRCLE INDICATES DRAWING INCLUDED ..THIS ISSUE DATE I REVISION REVISED PER CITY COMMENTS 4 8/28/18 REVISED PER CITY COMMENTS 3 7/06/18 REVISED PER CITY COMMENTS 2 6/08/18 REVISED PER CITY COMMENTS 1 5/10/18 FINAL DESIGN DRAWINGS 4/12/18 PROJECT No.: 074904 SEAL C000 • 4 08/28/1 • — 06/17/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 O — 03/15/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 108/28/18 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 • 4 08/28/1 O — 03/15/1 O — 03/15/1 O — 03/15/1 • 4 08/28/1 MOST RECENT ISSUE OR REVISION DATE O C000 COVER SHEET LATEST REVISION NUMBER FILLED CIRCLE INDICATES DRAWING INCLUDED ..THIS ISSUE DATE I REVISION REVISED PER CITY COMMENTS 4 8/28/18 REVISED PER CITY COMMENTS 3 7/06/18 REVISED PER CITY COMMENTS 2 6/08/18 REVISED PER CITY COMMENTS 1 5/10/18 FINAL DESIGN DRAWINGS 4/12/18 PROJECT No.: 074904 SEAL C000 PROJECT No.: 074904 SEAL C000 N L� X O N O 0 N 3 x 0 0 N O O N 3 0 0 x Z 0 0 N O O N 3 z a m x Z Q O_ N O 0 N 0 b d N � 0 O O � a o E -0 �Q oL�? E 3 M U oo� Eo N m 0) �Co o � 0 E \ 'm Nc:O L 0 c c: O T/ zm� � o U �cw 0 0 J J O t-L�- I.�I � FF=833.67 �--r��Tj FF=833 67---------------- J----------4-1 BUILDING 1 -1 � BUILDING 4 FF=849.85 ❑■ r• � i0i:�i�ii � � r�iili��i ❑■ r�i BUILDING 2 FF=849.85 -----J 847.35 847.23 FF 847.35 J 847.13 847.13 847.13 847.23 846.06 847.13 846.73 845.56 846.63 846.63 846.63 / 846.63 846.73 844.49 846 44 846.03 846.19 844.49 846.97 �- 844.88 4c3 846.67 546 847.12 846.47 845.79 846.62 844.38 $ 846.17 846.51 846.30 844.89 845.94 845.05 846.32 846.30 845.90 846.20 846.94 847.13 846.92 846.92 846.63 846.42 846.28 845.40 ` 845.70 54,(j 846.44 � � 846.10 846.42 846.69 846.99 kkkk RdR �o 54,� 646779 84 .73 _�� Ra�� Rd�� 23 846.46 847.23 846.30 1040.J81 846.46 INK F=849.85 1 1 I FF=847.35 847.22 846.82 847.22 846.82 ///7/� 647.41 v li - S4 847.34 ❑ 847.13 7.35 847.35 847.31 FUTURE 847.20 846.81 847.28 846.70 \ 847.16 TAVERN 847.35 846.98 646.46 646.94 846.44 847.11 846.61 847.35 FF=847.35 647.31 847.13 847.35 1 \\ 846.63 ■ 847.18 846.26 847.21 / 846.26 847.31 847.12 847.12 847.13 ! 847.18 846.62 846.62 846.63 1 / 847.13 847.31 1 846.63�j 1 647.37 , k47.351 646.87 847.35 847.35 847.25 846.75 1 847.62 88447.12 847.02 00 8477.06 L-7- 846.56 846.56 847.18 1 � � I 847.31 � 847.10 b 64731UILDING 5 847.35 647 19847.19 647.35 847.35 F F = 849.8 5 847.36 846.69 846.86 846.69 ❑ 847.48 81 - I / 847.10 847.13 I� 846.98 846.60 847.09 846.56 847.35 847.35 847.35 847.35 847.21 847.02 - u \ 846.46. 847.10 �� 847.22 846.89 847.08 847.21 847.35 846.58 846.65 847.35 847.22 847.22 I I I I 847.18 847.27 847.35 846.15 847.17 646.96 847.22 847.28 847.28 847.28 \\ �/ 847.39 1 847.06 847.22 847.28 847.28 847.32 I I 846.96 I \ - n 846.80 , 846.80 846.38 847.35 847.35 847.35 847.22 847.22 FUTURE OFFICE � 647.35 F F=847.35 8846.81 46.31 i 1 847.32 847.32 846.82 846.82 BUILDING 3 647.35 646.96 FF=847.35 I \ ` 847.35847.20 846.847.17 F84-6 77-81 46.85 847.35 846.67 847.47 � 847,14 846.28 847.35 846.97 \ 846.83 846.64 847.06 847.35 \ 846.89 �\ 847.23 8A) / \��------------------- / 847.66 847.41 -_-- ------ _____ -/ 847.16 846 .91 -30-SD--30"SD-30"SD------- -30"SD 30"SD SOUTH RANGELINE ROA LEGEND ------544- EXISTING 1' CONTOUR 0 MANHOLE z / \ (PUBLIC STREET) 545---- EXISTING 5' CONTOUR ■ CATCH BASIN 544- PROPOSED PROPOSED 5' CONTOUR C CLEANOCONTOUR 0 AREA UT 0 20 I 60 I ' ' 1.8 8 STORM SEWER STRUCTURE ID ao.35 ao.3s SPOT ELEVATION LN FEET FUTURE CONSTRUCTION CBI( Call IOW. 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V J Q 1 � C303 O -t N tb 3 N c r- 0 0 0 3 0) D 0 4 0 0 0 0 0 L� a 01 �I o o - I v E L (n 0 0 m m a - a U °0 0 N � o O 0 a o E 0� in ¢ 00 o E 3M0 op E - o Noor Wo N o 0 L O E- 0 m 0 - c to c o U o W E ¢` zm�n >- O U � w o -o 0 J J 0 I - d ° ° ° c c d a 833.29 833.61 d 4 d °d o t a ° d a o Ia 832.76 d 833.10 000 ao 2.1 ° 1 "�° 833.40 ° 832.69 ° ° ' 833.98 833.85 i GRADING LEGEND d d d d / 848.33 848.19 d ^� 848.31 ' / 847.99 TOP OF CURB d / d n 848.16 / ae48.09' �% I 847.65 - 9/ / 847.93 / y/ a 2.7 d /� 847.90 TOP OF CURB d� TOP OF CURB 846.02 847.18 n 46 d 846.18 • / / L 4a ° 846.18 47 847.06 P OF CURB / ° / a 845.96 / y / d 845.83 / i \ 846.08 TOP OF CURB ° d d 645.72 845.22 / - 7 II�11 ---------799---- EXISTING 1' CONTOUR 441 4.171 6 -----800--- EXISTING 5' CONTOUR AS 844.85 799 PROPOSED 1' CONTOUR 800 PROPOSED 5' CONTOUR 844.01 < / - °844.48 ° xxx.xx SPOT ELEVATION d° xxx.xx ____,-TOP OF CURB ELEVATION XXX.XX d a � !0 0 J - PAVEMENT ELEVATION 843.02 d ° 843.95 ' - d - F G CLEANOUT O 843.50 z z z z ° ° d 842.25 °4° • MANHOLE T 04 841.47 843.86 1n U 2.4 0 z I 847.00 ■ ■ CATCH BASIN W v U v 3 zj� CURB INLET o 0 EXISTING MANHOLE w w w w CD 841.04 a a a a 1n 834.41 _ 841.20 _ _ EXISTING INLET w w w w 836.50 d �84 840.94 SOIL BORING In � _N � N_ � 0 �2.2 J 837.42 840.88 841.58 .835.09 . 0.26 845.00 x x x W Li d ° • BENCHMARK ° 836.78 841.04 ° ° 840.84 841.47 °° ❑x PROPOSED STORM I.D. H Q \ N \ o \ 0 \ o \ N 834.16 834.86 a ° 840.14 ° d ° G W i ° 837.23 d° ° ° ° a° - - - ° aI ° d FUTURE CONSTRUCTION r, coo L 4' ° 839.70 TA OF CURB,, ° - 841.32 TOP OF tURE ° 836.27 ° 835.54 °�p�° ° Ia ° ° �° 837.06 TOP OF CURB I I 8° - - - - -- ��d Z M N ° 6� ° ° ° 836.10 TOP OFC B d -- - -- - 834.30 TOP OF CURS U ° 835.37 TOP OF CU - ° -- 00 I qP OF CURB ° 834.69 TOP OF CURB - __ _ - -- a I- TOP OF CURB 840.68 Co ~ LU U n O 0 0 m OO H N . 6 W Q W W Y d d d d / 848.33 848.19 d ^� 848.31 ' / 847.99 TOP OF CURB d / d n 848.16 / ae48.09' �% I 847.65 - 9/ / 847.93 / y/ a 2.7 d /� 847.90 TOP OF CURB d� TOP OF CURB 846.02 847.18 n 46 d 846.18 • / / L 4a ° 846.18 47 847.06 P OF CURB / ° / a 845.96 / y / d 845.83 / i \ 846.08 TOP OF CURB ° d d 645.72 845.22 / - 7 II�11 � 441 4.171 6 AS 844.85 844.01 < / - °844.48 ° d° ° d a � !0 0 ° 644.40 m � A 843.02 d ° 843.95 ' - d - 841.58 d " 842.33 d 843.50 844.31 ° ° d 842.25 °4° 04 841.47 843.86 d° 841.32 TOP OF CURB' 2.4 - 842.08 TOP OF CURB 842.74 TOP OF CURB d d d d / 848.33 848.19 d ^� 848.31 ' / 847.99 TOP OF CURB d / d n 848.16 / ae48.09' �% I 847.65 - 9/ / 847.93 / y/ a 2.7 d /� 847.90 TOP OF CURB d� TOP OF CURB 846.02 847.18 n 46 d 846.18 • / / L 4a ° 846.18 47 847.06 P OF CURB / ° / a 845.96 / y / d 845.83 / i \ 846.08 TOP OF CURB ° d d 645.72 845.22 / - 7 II�11 F � INP %ilp� - - •D. / 0 10 20 30 mmml GRAPHIC SCALE IN FEET l 1LELVIlu 'r Know what's below. Call before you dig. 00 T I -- ca c6 N O � Z00 r m N O R Lo N d C CL r OQ R T M LO w '� N X h m M LL a W � a 00J i O 3 J J SHEET N0. J Q M1= z w 0 0 Z J W Z U 0 C304 E `0 U a 'o 3 U m o� a 'o 0 a� o+ cn a Q a_ 2 � � d a 0 O C] � z 0 I N d r- E N 0 0 u) 0 0 3 Q v o' a; a_ 0 w d J O C = o a� N •� I � N S, m a_ -0 0 M 0 I d 3 o_ � w 0 I 0 M � _ w I 1 O 0 0 rn _M U v v I 0 O/ .T i U / I 0 N N _ C a 0 U N a o 0 0 0 col a .02-s Fn (DN E 1 0't o -o m0) WOO N o,,, o Elm 0 N „ o M c U 0 • � iu E a` z m N O U Li O-0 J J (7 EROSION CONTROL NOTES SWPPP FOR CONSTRUCTION SITES: 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN: D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; BROOKSTON SILTY CLAY LOAM, IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS 1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201090040 (WHITE TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL 00 J MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN RIVER -CARMEL CREEK). MIAMI SILT LOAM, 2 TO 6 HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW PERCENT SLOPES, ERODED WITHIN THESE PLANS. OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID ZIll 2. THE ULTIMATE RECEIVING WATER IS A DITCH ALONG MONON TRAIL, WHICH UNDERMINING DURING CLEANOUT IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID LEADS TO CARMEL CREEK. � CONTACT THE APPROPRIATE AUTHORITIES BELOW: m VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER Vi J OW�W TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. POST -CONSTRUCTION PEAK DISCHARGE (10 YR): 9.48 CFS WHEAT OR RYE SEEDINGS WITH 50 LBS/AC OF NITROGEN IN FEBRUARY EMERGENCY RESPONSE 911 B� OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED CARMEL FIRE DEPARTMENT (STATION 41) (317) 571-2600 3. CONCRETE WASTE WATER 4. THE STORMWATER WILL BE CAPTURED ON SITE BY PROPOSED CATCH Z O CARMEL POLICE DEPARTMENT (317) 571-2500 SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA BASINS AND CURB INLETS THAT WILL BE CONNECTED TO A RETENTION AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND/OR INDIANA DEPARTMENT OF NATURAL RESOURCES (812) 477-8773 A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED BASIN TO THE NORTHWEST OF THE SITE. INCIDENTAL RUNOFF ALONG THE W INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317) 233-7745 ----------------- CONCRETE WASHOUT AREAS SHOWN ON THIS SHEET. CONCRETE WASTE SOUTH EDGE OF THE SITE WILL BE CAPTURED BY CATCH BASINS AND AFTER FINISH GRADING HAMILTON COUNTY SOIL AND WATER (317) 773-2181 PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; WATER SHALL BE DISCHARGED INTO A 4' -HIGH, 10' -DIAMETER ROUTED WEST ALONG WEST CARMEL DRIVE TO EXISTING DRAINS. INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED PROPOSED INLET PROTECTION DOUGHNUT -TYPE MULCH BERM CONSTRUCTED OVER A GEOTEXTILE FABRIC. GROUNDWATER DISCHARGE IS NOT KNOWN TO OCCUR ON THIS SITE. SEED, SOD do LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING CONTRACTOR SHALL INSPECT THIS AREA ON A DAILY BASIS AT A MINIMUM. 1. CONSTRUCTION EQUIPMENT INSPECT AFTER USE. REMOVE AND DISPOSE OF HARDENED CONCRETE AT WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, 5. THERE IS NO EVIDENCE OF ANY EXISTING STRUCTURES ON THIS 75% CAPACITY. N_> PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER PROPERTY OR IMMEDIATELY DOWNSTREAM THAT MAY POTENTIALLY A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE PRIOR TO CLEARING AND GRADING MANNER. DISCHARGE TO GROUNDWATER. ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, N/A AFTER ALL AREAS DRAINING TO THESE SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL 4. PAINT PRODUCTS 6. SOILS INFORMATION: FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED ao PLANNED TO BE ON SITE IT SHALL BE DOUBLE WALLED AND STORED IN OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER Br BROOKSTON SILTY CLAY LOAM, 0-2% SLOPES THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CrA CROSBY SILT LOAM, FINE -LOAMY SUBSOIL, 0-2% SLOPES SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF co CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS MmB2 MIAMI SILT LOAM, 2-6% SLOPES, ERODED Or ORTHENTS A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED n ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP TO THE JOB SUPERINTENDENT. 7. POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT INCLUDE CONCRETE WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE B. IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE PAINT AND SEDIMENT. EXPOSURE OF THESE POLLUTANTS TO STORMWATER REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS CARMEL FIRE DEPARTMENT (317-571-2600) SHOULD BE CONTACTED EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. PLACEMENT IN DESIGNED AREAS AS SHOWN ON SHEET C300 AND C301. THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A 14. CONTACT INFORMATION FOR INDIVIDUAL RESPONSIBLE FOR STORMWATER 8. TEMPORARY STORMWATER QUALITY MEASURES: CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE PREVENTION PLAN FOR THE PROJECT SITE: REPAIRED ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND CHUCK HOLEMAN THE LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF THE FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS PROPOSED EROSION CONTROL MEASURES ARE PROVIDED ON THE SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ALLIED DIVERSIFIED GRADING/EROSION CONTROL PLANS AND DETAIL SHEETS. ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A gg1 3rd AVENUE SW, SUITE 100, CARMEL, IN 46032 E SW, L. IN 405 PROPER MANNER. OFFICE: (317) 00 CELL: (704) PERMANENT STORMWATER QUALITY MEASURES: chuck.holemon®allieddiversified.com C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE LIST OF QUALIFICATIONS: GENERAL CONTRACTOR A FLOW-THROUGH WATER QUALITY DEVICE WILL BE INSTALLED INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, DOWNSTREAM OF THE PROPOSED STORM SEWER SYSTEM AND UPSTREAM THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER SWPPP FOR POST CONSTRUCTION: OF THE RETENTION BASIN INTO WHICH IT IS DISCHARGING. A DETAIL OF THE WATER QUALITY DEVICE IS LOCATED ON SHEET C306 MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE PROJECT OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES 2 CONSIST MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS A SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS. THE WATER QUALITY UNIT SHALL BE MAINTAINED PER THE MANUFACTURER'S RECOMMENDATIONS. EROSION SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. PROJECT SITE OWNER OR THEIR REPRESENTATIVE, KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL, WILL INSPECT THE SITE FOR STORMWATER POLLUTION PREVENTION DEFICIENCIES AT LEAST WEEKLY AND AGAIN WITHIN 24 HOURS OF EVERY % INCH RAIN EVENT. NOTIFY THE B LOCAL IDEM OFFICE IF ANY PROBLEMS OCCUR OR PLAN CHANGES NEED TO BE MADE.SEE EROSION CONTROL SCHEDULE ON THIS SHEET FOR MAINTENANCE DETAILS. 9. A CONSTRUCTION SEQUENCE CAN BE FOUND ON THE THIS SHEET. ALL EXISTING EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL NOT BE REMOVED UNTIL FINAL STABILIZATION HAS OCCURRED. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS DISTURBED BY CONSTRUCTION AND THE PLACEMENT OF ASPHALT PAVEMENT. SEE CONSTRUCTION SEQUENCING FOR ORDER OF INSTALLATION AND REMOVAL OF MEASURES. 10. NO PERMANENT SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT 11. TEMPORARY SURFACE STABLIZATION METHODS APPROPRIATE FOR EACH SEASON: DETAILED SEEDING SPECIFICATIONS, INCLUDING SEASONAL C. OPTIONS FOR TEMPORARY STABILIZATION ARE SHOWN IN THE SEEDING SCHEDULE ON THIS SHEET. PERMANENT SURFACE STABLIZATION METHODS APPROPRIATE FOR EACH SEASON: DETAILED SEEDING SPECIFICATIONS, INCLUDING SEASONAL OPTIONS FOR PERMANENT STABIUZATION ARE SHOWN IN THE SEEDING SCHEDULE ON THIS SHEET. 12. NOT APPLICABLE. CONSTRUCTION SEQUENCE - PHASE 1 MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. CONSTRUCTION MATERIALS AND THEIR PACKAGING EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. 1. NO CONSTRUCTION ACTIVITY MAY COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT. Z. THE NOTICE OF INTENT (N01) LETTER SHALL BE SUBMITTED TO IDEM PRIOR TO INITIATION OF LAND DISTURBING ACTIVITIES. 3. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND/OR A MINIMUM OF ONE TIME A WEEK. 4. NOTIFY ROB BECK, RULE 5 COORDINATOR, AT (317) 233-1864 OR RBECKOIDEM.STATE.IN.US AND THE CITY OF CARMEL (317) 571-2441 WITHIN 48 HOURS OF STARTING CONSTRUCTION. 5. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE N01 AND THE CONTACT INFORMATION FOR THE PERSON RESPONSIBLE FOR IMPLEMENTING THE SWPPP. THE SWPPP SHOULD BE ONSITE. WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST. 6. INSTALL PHASE I INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT FACILITY. 7. INSTALL CONTRACTOR STAGING AREA INCLUDING CONSTRUCTION TRAILER, FUELING AREA, PORT -A -LET, DUMPSTER AND MATERIAL STORAGE AREA. 8. INSTALL SEDIMENT TRAP AND APPURTENANCES, PERMANENT AND TEMPORARY STORM SEWER DISCHARGE PIPING, AND DIVERSION DITCHES. 9. PERFORM REQUIRED SITE DEMOLITION, INCLUDING REMOVAL OF EXISTING PAVEMENT, UTILITY PIPES AND STRUCTURES. CONTRACTOR SHALL PREVENT POLLUTED STORMWATER FROM ENTERING THE EXISTING STORM SEWER SYSTEM, ESPECIALLY DURING DEMOLITION OF EXISTING STORM SEWER PIPES AND STRUCTURES. 10. STRIP TOPSOIL AND STOCKPILE, BEGIN ROUGH GRADING FOR THE SITE. IMMEDIATELY STABILIZE WITH TEMPORARY SEED. 11. BEGIN BUILDING CONSTRUCTION. CONSTRUCTION SEQUENCE - PHASE 2 1. TEMPORARY SEED ALL NEWLY GRADED AREAS, REPAIR DAMAGED SILT FENCE. 2. ADJUST SEDIMENT TRAP AND TEMPORARY DISCHARGE PIPING AS NECESSARY AS CONSTRUCTION PROCEEDS. 3. INSTALL STORM SEWERS WITH INLET AND OUTLET PROTECTION DEVICES. PROVIDE INLET PROTECTION ON EACH CASTING AS EACH STRUCTURE IS COMPLETED. 4. INSTALL ALL OTHER UTILITIES. COORDINATE WITH DUKE FOR RELOCATED ELECTRIC INSTALLATION. 5. STONE ASPHALT AREAS. 6. PLACE ASPHALT BINDER COURSE. 7. FINAL GRADING. 8. COMPLETE BUILDING CONSTRUCTION. 9. PLACE SOD AND LANDSCAPING, AND REVIEW FINAL STABILIZATION. 10. PLACE SURFACE ASPHALT COURSE. 11. REMOVE ALL TEMPORARY BMP'S AND CLEAN ALL PERMANENT BMPS AFTER ALL AREAS ARE STABILIZED. 12. ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) FORM MUST BE SUBMITTED TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. SUBMIT A COPY TO THE CITY OF CARMEL ENGINEERING DEPARTMENT. 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: SEDIMENT. 2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES: THE SITE WILL BE STABILIZED WITH TEMPORARY VEGETATION UNTIL FINAL CONSTRUCTION BEGINS. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTION: NOT APPLICABLE. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS: NOT APPLICABLE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST -CONSTRUCTION STORMWATER QUALITY MEASURES: NOT APPLICABLE. IN. (MIN.) 2 FT, (MIN.) 10 FT. (MIN.) F-. FILTER) L2:1 SIDE FABRIC SLOPE (MAX.) 2 FT. (MIN.) 5 FT. (MIN.) IN INDOT CA NO. 5 GRAVEL FACE 1 FT. REVETMENT RIPRAP ' (MIN.) SPILLWAY CREST `a N FILTER FABRIC ROCK CHECK DAM NO SCALE SITE .5' (MIN.) EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; BROOKSTON SILTY CLAY LOAM, STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING CROSBY SILT LOAM, TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND FINE -LOAMY SUBSOIL, 0 TO 2 00 J SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY MmB2 MIAMI SILT LOAM, 2 TO 6 INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION PERCENT SLOPES, ERODED SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING A - HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID ZIll O UNDERMINING DURING CLEANOUT N EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING � INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF m Z Z VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER Vi J OW�W TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING U WHEAT OR RYE SEEDINGS WITH 50 LBS/AC OF NITROGEN IN FEBRUARY - B� OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE �w TEMPORARY STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER Z O PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA 0 AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND/OR 0 SEEDING AND MULCHING W W INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH ----------------- EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING EL PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; v1 MULCHING INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED PROPOSED INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER EACH PROPOSED INLET IS PLACED SEED, SOD do LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND UNITS FINISHED AROUND FINISHED UNITS CONCRETE WASHOUT INSPECT AFTER USE. REMOVE AND DISPOSE OF HARDENED CONCRETE AT PRIOR TO ALL CONCRETE CONSTRUCTION 75% CAPACITY. N_> INSPECT WEEKLY AND AFTER STORM EVENTS; PROMPTLY REPAIR ANY J SEDIMENT BASIN DAMANGED AREAS; KEEP CLEAR OF TRASH AND DEBRIS; DEWATER AND PRIOR TO CLEARING AND GRADING REMOVE SEDIMENT WHEN SEDIMENT STORAGE REACHES DESIGNED HEIGHT. REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED SOILS LEGEND MAP UNIT MAP UNIT NAME SYMBOL Br BROOKSTON SILTY CLAY LOAM, STABILIZATION 0 TO 2 PERCENT SLOPES ` 0. CROSBY SILT LOAM, CrA FINE -LOAMY SUBSOIL, 0 TO 2 00 J PERCENT SLOPES MmB2 MIAMI SILT LOAM, 2 TO 6 Z co PERCENT SLOPES, ERODED Or ORTHENTS METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES SOILS MAP NO SCALE WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) STRAW BALE (ALTERNATIVE x x MATERIALS OR PRODUCTS MAY BE USED TO x x PROVIDE STRUCTURAL CONTAINMENT. x x ALTERNATIVE MATERIALS W = 16 FEET OR REQUIRE DESIGN UCTS ILL MODIFICATION.) x x L = 16 FEET x x A Ix x A x x POLYETHYLENE LINING x x x x x x x x x x (10 MILLIMETERS); THE LINING SHOULD EXTEND _11 1111 11 111111mil Hill OVER THE STRAW BALES. L = INSIDE LENGTH W = INSIDE WIDTH METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES PLAN VIEW POLYETHYLENE LINING (10 MILLIMETERS); THE LINING SHOULD EXTEND OVER THE STRAW BALES. COMPACTED SOIL MATERIAL STRAW BALES ENTRENCHED 4 INCHES INTO THE SOIL SECTION A -A CONCRETE WASHOUT DETAIL NO SCALE WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) STRAW BALE (ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT) 81 Z 400-600 LBS. PER ACRE OR AS SPECIFIED. 00 a APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. STABILIZATION co ` 0. .71 N Z Z 00 J Fn FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. O Z co w w ui CD CD W A - Z O ZIll O O N PERMANENT ////I I / ► H � X m Z Z SEEDING Vi J OW�W U^ W O U U m - B� O �w TEMPORARY *///1 ///�C Z O U U 0 SEEDING 0 Q W W Z 0 ----------------- o_ o EL a v1 MULCHING E w LU W LLI � 0 N_> N J Lil z W ao Q co to O N n a ado C M Z A = KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20% 400-600 LBS. PER ACRE OR AS SPECIFIED. 00 a APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. STABILIZATION co ` 0. .71 N N B = SPRING OATS 3 BUSHEL PER ACRE 00 J PRACTICE: FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. O Z co D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) v ui CD CD -JAN. A - Z O ZIll Z !a T M 0/1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. PERMANENT ////I I / ► H � X m n 1j SEEDING Vi J OW�W U^ W O w N m - B� O �w TEMPORARY *///1 ///�C Z O W U SEEDING 0 Q W w Y ----------------- o_ o 0 o U MULCHING E w A = KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20% 400-600 LBS. PER ACRE OR AS SPECIFIED. PLUS 2 TONS OF STRAW MULCH/ ACRE a APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. w co ` 0. ca N B = SPRING OATS 3 BUSHEL PER ACRE 00 J co c C = WHEAT OR RYE 2 BUSHEL PER ACRE J Z co D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) v ui CD CD E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) !a `y o N a 0 r ZIll Z J !a T M 0/1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. Lo y R N , V! LU X • • IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD n 1j M LL NOTE: ALL SEEDING SHALL HAVE 12-12-12 FERTILIZER APPLIED 400-600 LBS. PER ACRE OR AS SPECIFIED. V a SEEDING SCHEDULE w ` 0. NO SCALE 00 U J 00 J O J O 3 CONSTRUCT DIVERSIONARY DITCHES IF STOCKPILE DITCH CHECKS REQUIRED RESTRICTS UPSTREAM EVERY 400' DRAINAGE FLOW SLOPE CHECK SILT FENCE I DRAINAGE OFFSITE SEDIMENT TRAP STONE OUTLET (SEE DETAIL) STOCKPILE EROSION CONTROL NO SCALE SLOPE CHECK SILT FENCE SHEET NO. C305 V J Q U J ~ Lu J 0 Z ZIll Z J Q W Z2 Z , V! LU LU 0_ (,_^) w o z a Z H O Vi J OW�W O Z > ER W Lu �w Z O W U Z U ,O! VN w W SHEET NO. C305 E O U iT .9- .6 '6 16 0 0 L C a 0 OI N 7 a Q a_ OJ � a I,) '0 H In O U DO Z O I N a r E N 0 Z3 Q Q 0 6,ID a 0 w d J O c = ao iu N N N (n T 0] 6, 0 IY) 0 0- 0, 0, c 3 o a .N w 0 I O M � w I o 0 0 rn _M U I v 0 I 0 U 0 / U N � � N N N a 0 U 1n 0 p ria � 0 C: �I c ao 02 .Fn Q �I 0 U o 0 o�o 00 Q)00 N p L! O E — � In LD c 00 O U o 5 O 0 E -o a` Z m a� 0 >- 0 U Li 0-0 0 J J U MIN. 2' MIN. eVMPACT STEEP CUT OR - - - - - 2'1 FILL SLOPE --ulLilll ul a-, _ MAk. CO ORIGINAL GRADE STABILIZE DIVERSION DITCH BASED ON DESIGN VELOCITY. NOTE: AT A MINIMUM, SEED, STRAW & TACK REQUIRED FOR SITE INSPECTION APPROVAL. DIVERSION DITCH NO SCALE EROSION CONTROL BLANKET REQ'D. NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE 15'-0" WITH STAPLES AT 2 PER SQUARE YARD. SC 150 - EDGE OF BLANKET SHALL BE _ - 7'-0" - BE ANCHORED IN A 6" DEEP EDGE OF BLANKET SHALLBE X 6" WIDE TRENCH. BE ANCHORED INA 6" DEEP i� 4:1 MAXIMUM SLOPE X 6" WIDE TRENCH. - PROPOSED DITCH VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. TYPICAL EROSION CONTROL BLANKET NO SCALE TYPICAL CURB BOX INLET FILTER TYPICAL FLAT/RECTANGULAR/ROLLED CURB INLET FILTER INSTALLATION: 1. REMOVE GRATE 2. DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF FLUSTORM Inlet Filter Specifications WOVEN Geotextile Sediment Bag Specs (2 fPvol) Material Property Test Method Value (ave) Grab Tensile ASTM D 4632 255 x 275 Puncture Strength ASTM D 4833 135 lbs Trapezoidal Tear ASTM D 4533 75 lbs UV Resistance ASTM D 4355 90% App Open Size (AOS) ASTM D 4751 20 sieve Permittivity ASTM D 4491 1.5 / sec Water Flow Rate ASTM D 4491 200 gpm/sgft Sediment Removal ASTM D 7351 Efficient 8% mix 82% TYPICAL ROUND INLET FILTER CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE C raj IPP ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC DISTRIBUTED BY ADS WWW.INLETFILTERS.COM 866 287-8655 PH 630 355-3477 FX INFOOINLETFILTERS.COM CHECKED QA mw APPROVED A -A -SECTION G -E I OWG Ho "EV C IPP Flexstorm Specification TRENCH. SOIL SLICING IN ACCORDCORDANCEE WTH / ASTM D 6462 6.2.2 IS ALSO ACCEPTABLE. SONE SHEET 1 OF I APRON^AAT^� INLET ATTACH THE WOVEN 5' WOVEN WIRE FENCE W E FENCE 70 EACH 'MAK C -C POST WITH THREE WIRE MEN NECESSARY TO CONTINUE FENCE, OVERLAP TIES OR OTHER SILT FENCE MATERIAL AND WOVEN WIRE FENCE FASTENERS 5',MIN ACROSS TWO POSTS °yERLgp SILT FENCE MATERIAL TO (SEE NOTE 2) A� FASTENED RDLY 5' MAX. i IE%TEND WIRE FENCE A I MIN. OF 2' INTO TRENCH S C_C TO WOVEN WIRE FE ENCE WTH TH BE TIES ACED I EMBEDDED SILT FENCE MATERIAL MIN, INTO GROUND W/ 6' LAID ALONG BOTTOM OF A -A -SECTION G AT 30' ON CENTER LOCALREp["I DENY TRENCH. SOIL SLICING IN ACCORDCORDANCEE WTH / ASTM D 6462 6.2.2 IS ALSO ACCEPTABLE. 14' TS 6" to 9" '�..❖.o.p•❖•❖•• :„44........,.........4.u. r60' MIN. STEEL POSTS / LL 6 (72' MIN. ON SLOPES 3H:1V OR GREATER), O 0 DRIVEN MIN. 20' INTO GROUND (MIN. 24' ON p Z SLOPES 3H:1V OR 3 O W GREATER). M. w aW> II Ov COMPACTED BACKFILL 3 a p Of a U LU }U F SILT FENCE Wp � MATERIAL OVER WIRE FENCE UW l im A U 0 GRNDE_ IL1w 1 -I I II I ILII x w L1w u SECURELY FASTEN OVERLAPPING ENDS OF Fw I II II SILT FENCE MATERIAL TO ADJACENT STAKES I II II YATH THREE WIRE TIES OR OTHER FASTENERS WOVEN WIRE FENCE NTH SILT FENCE MATERIAL COVER POSTS: STEEL T OR U TYPE. FENCE: WOVEN WIRE, 14-1/2 GA., 6' MAX. MESH OPENING FABRIC: IN ACCORDANCE WTH ASTM 0 6461 LATEST EDITION. FINISH GRADE FLOW ROOM- ROUND i IE%TEND WIRE FENCE A I MIN. OF 2' INTO TRENCH S TRENCH i CF ��. \ I EMBEDDED SILT FENCE MATERIAL MIN, INTO GROUND W/ 6' LAID ALONG BOTTOM OF A -A -SECTION G I/aI TRENCH. SOIL SLICING IN ACCORDCORDANCEE WTH / ASTM D 6462 6.2.2 IS ALSO ACCEPTABLE. 1. INSTALLATION SHALL COMPLY WTH ASTM D 6462 LATEST EDITION. 2. ATTACH THE WOVEN IWRE FENCE TO EACH POST AND. THE GEOTEXTRE 70 THE WOVEN WIRE FENCE (SPACED EVERY 30') WITH THREE HIRE TIES OR OMER FASTENERS. ALL SPACED WHIN THE TOP B' OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE A AT LEAST VERTICALLY APART. ALSO, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE MEN TIGHTENED TO PREVENT SAGGING, 3, MEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A MINIMUM OF 60' ACROSS TWO POSTS, AS SHOWN. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL- 'SILT FENCE INSTALLATION (SLICING METHOD)'. 8. WRAP APPROXIMATELY 6' OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER S0. INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWE FOR A TOTAL OF FOUR TRIPS 6. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. SILT FENCE WITH WIRE SUPPORT NO SCALE t•"•i r• ti.tt• r• t • • fty�fj�• ,tom ��. �:�t • �r •` t• t p 4� l:`•l I II II I r ,y�y !nY��;fi '• fi,.r:ai t• .ter rf� :t. 11 11 II II II IIII II 1' II II II • VARIES* 2"x2" POST (TYP.) NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2"x2" INTERIOR REINFORCEMENT 2"x2" (TYP.) ELEVATION — PAVED AREAS SIDE VIEW — PAVED AREAS DE VIEW SHOWING INLET ONSTRUCTION SAME AS ABOVE) INLET PIPE SIZE "L. "W' d5o 15” and smaller 8' 9.5 6" 15" to 21" 14' 16' 6" to 9" '�..❖.o.p•❖•❖•• :„44........,.........4.u. 20' ,p•❖•••4p•4•p4y4, 9" to 12" 30" to 36" 24' 27' 12" to 18" (H��ii•Jiiiiiii IH��i•Ji•Jii•OOO�i 27' i'�•04•ii•�•iiiii•41 �Di•OJiii•04S !l.��:ai�I 24" to 30" O W 0 M. Z aW> ER ELEVATION — PAVED AREAS SIDE VIEW — PAVED AREAS DE VIEW SHOWING INLET ONSTRUCTION SAME AS ABOVE) INLET PIPE SIZE "L. "W' d5o 15” and smaller 8' 9.5 6" 15" to 21" 14' 16' 6" to 9" 21" to 30" 20' 24' 9" to 12" 30" to 36" 24' 27' 12" to 18" 36" to 48" 27' 31' 24" to 30" VARIES* PLAN — GRASS AREAS 2"x2" POST (TYP.) NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2"x2" INTERIOR REINFORCEMENT ""x2" INTERIOR REINFORCEMENT ON -WOVEN FILTER FABRIC TTACHED TO ALL SIDES JLET ELEVATION — GRASS AREAS SIDE VIEW —GRASS AREAS NOTES: NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX. SILT BOXES TO BE LOCATED AT EACH CATCH BASIN. *DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. SILT BOX DETAIL NO SCALE "x2" POST (TYP.) DE VIEW SHOWING INLET ONSTRUCTION SAME AS ABOVE) A 0 SLOE 8 STONE - (11' MIN. THICKNESS) RIP GROUND LINE 3:1 125' 1 25' ® 1% 0 2% PROFILE NOTE: 1. STONE SIZE SHALL CONFORM TO ASTM D48 SIZE #1 (1 1/2" TO 3 1/2" DIA.). 2. GEOTEXTILE FABRIC SHALL BE PLACED BENEATH THE STONE LAYER. 3. PERIODIC 2" STONE TOP DRESSING & WASHING AS REQUESTED BY COUNTY/CITY. TEMPORARY CONSTRUCTION ENTRANCE DETAIL NO SCALE NOTE: EXTEND ROCK DONUT UNTIL TOP MEETS EXISTING GRADE AT THE SAME ELEVATION. 3:1 . 1' MIN: SECTION A—A ROCK DONUT DETAIL NO SCALE SLOPE CHECK BACKFILL JOINING FENCES 1 NON-WOVENWHEN JOINING TWO OR MORE SILT FILTER FABRIC 6" X 6" TRENCH FENCES TIE THE TWO END POSTS EXTENDS INTO TRENCH TOGETHER WITH EXISTING NYLON CORDS. SILT FENCE DETAIL NO SCALE Q Q O K CD Z X W 0 � z z T .. 0 w wLLI ~ z W W Wa z M M N O w Lf H O W 0 0 C} Z aW> ER 3 U Ill 0 wZ Hl j a U LU }U F F Wp � V, I.f UW U U 0 It Lu x w Z U' CL a rn � 0 � w N_ w In J ai Z w w LU Q N C:) N 131 n Do C z M 00 0 N Z O ~ C) U 0 N m ^ O 0 LU 0LU N o Q w w Y o_ o ❑ ❑ U 00 I -- Ca N "T o >Z � U N - o rn i L!7 N d CL r OQ R T M LO w R N X h w C Cl) LL r W a 00 00 J 0 0 3 J � J ❑ J .. 0 ~ z W W Wa z z Q J O UO�� (/) J ° Lf H O W Oa LU Q Z O aW> ER 3 U Ill 0 wZ Hl j a U LU 0 ,^ 2 Wp � V, I.f UW SHEET NO. C306 Ll X 0 0 N O Ln O N o� 3 a J of x 0 O N O M O N rn 3 3 O Ll of x z O N O 0 N 3 of`1 LL X 0 N O M 0 N 3 z J L� 0_ x z In O 0 04 m N r r- N a N 5 d :3 Q L� x 0 0 c� In 0 0 N 7) O L0 0 N N s o+ N 3 m v O p 0) CL 3 3 � a I I 0 0 v U 1 / X _C3 0 O U o+ � a 'S pp U N to N � c O a 0- E 0 Q o a 0 / 0 0 3 c o ° E -2 w 2 E (6.. (o� O V) 00't 0C.4 O 0E L o E m Ooo . c c0) o U 7 N Ewa z m N a � � >- 0 U !n / 3 w 0-0 J J 0 SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM INVERT NOTES 4 EXISTING MANHOLE 821.83 8" = 820.64 (N) 8" = 820.64 N EX 8" OR 10" = 820.64 (N) WATER MAIN G G GAS 8" = 820.60 (W) EX 8" OR 10" = 820.60 (W) 5 SANITARY MANHOLE 832.13 8" = 823.02 (E) 8" = 822.64 (N) F F 6 SANITARY MANHOLE 837.06 8" = 826.19 (W) TO BE ABANDONED - - - - - - - - - - - - - - < 15 CB1 CB2 C63 CB4 CB5 ^ � CB6 m r{ ) - TIIT - - - - - - ==- - - - - - - - - - - - - IT 13 3 3 3 12 \ \ SAN MH1 1 10 0 \� BUILDING 1 BUILDING 4 5 W I 5 1 1 LL I I LV L I I I I ` TYP. 124 m III J ❑❑ ❑❑ ❑❑ u❑ ❑❑ [] (] 1-1❑❑ ❑❑ D❑ (] ❑❑ ❑❑ ❑❑ ❑❑ kp WIII 1A 10 I ii a N y I V v ❑❑ ❑❑ ®0❑ ® ❑❑ ❑❑ ® ❑ ® ❑❑ ❑❑ ® ❑❑ ®❑❑ ® ❑❑ ❑❑ ❑❑ � 5 I III W ,3 FUTURE ,6 12 5 BUILDING 2 0 TAVERN 16 3 I m 10 21 BUILDING 5 SAN TYP. 6 MH3 it � MH2 NN■ ✓I I 1 r= ❑❑ 5 I I I l ■ I I 1 I 21 I 1 II TYP. 10 v f ❑❑ ■ 3 \ 13 13 1111 FUTURE OFFICE TYP. II 113 846.35 \ BUILDING 3 N In HW24 w hit I 1 3 I ---- _ - _ - --- --- ST _ --- SD------30"SDS I STM�MH TC: 847.76 � CURB INLET TC: 847.64 \ \ C113 MH15 MH1 / O i -12'WTR------ SOUTH RANGELINE IAD 12"WTR- - - - - -12"WTR- - - - - -12"WTR- - - - - -12"WTR- - - - - -12 12' y1( WBUC-STREET)- - -1 - - - - -12"WTR- - - - 2 R 12"WTR ---- h CI14 Ll� _ - \ \�-_�� _ ------------------------------------------------------------------------------ - I I � � LU W // 0 40 80 120 GRAPHIC SCALE IN FEET v; i+ Y / n > 4 I� MH4 4 159'8" SAN ® 2.00% NW I.L WWIr-- I > NI�m U TRENCH DRAIN :88.44 W ---I 23 F TRENCHI DRAIN :828.65 Am LEGEND TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. - .:.� SA • TC: 833.5 VC' W'920. 5. 3 INV 8�''7D 2020 • :�: 40'8" SAN - - •; . . SANITARY SEWER ,� INFO. ONLY (N.LC.)�- OR IO WATER MAIN G G GAS UT ' 3-------- III.: .I HVE 159'8" SAN ® 2.00% NW I.L WWIr-- I > NI�m U TRENCH DRAIN :88.44 W ---I 23 F TRENCHI DRAIN :828.65 Am LEGEND TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 12:$D ON 44 STORM SEWER - - - - - FOUNDATION DRAIN/UNDERDRAIN 8 SAN Ir SANITARY SEWER 12"WTR WATER MAIN G G GAS UT TELEPHONE UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC U LU EXISTING UTILITY TO BE ABANDONED CATCH BASIN/AREA DRAIN CURB INLET 1 ENDWALL Q CLEANOUT 0 MANHOLE .l. FIRE HYDRANT owv WATER VALVE OX PROPOSED STORM I.D. OPROPOSED SANITARY I.D. DFUTURE CONSTRUCTION UTILITY KEYNOTES ❑1 RELOCATED WATER MAIN. 14 PROPOSED UTILITY POLE AND GUY. OCOMBINED DOMESTIC/FIRE PROTECTION WATER SERVICE. 15 RELOCATED LIGHT POLE. O3 FIRE DEPARTMENT CONNECTION. 16 WATER SERVICE. OADJUST UTILITY STRUCTURE TO 17 PROPOSED BUILDING STORM FINISHED GRADE. SERVICE (SEE PLUMBING PLANS). O8" SANITARY SERVICE ® 1.00% RELOCATED PUBLIC WATER (BY (MIN). 18 OTHERS). ORELOCATED HIGH VOLTAGE FIRE HYDRANT ASSEMBLY SERVED ELECTRIC (BY OTHERS). 19 FROM BUILDING PLUMBING SYSTEM. O7 25' ELECTRIC EASEMENT. T -COUPLING REQ'D & TIE EX. OPRIMARY DISTRIBUTION CABINET. 20 6" C.P.P. TO NEW STORM (BY DUKE ENERGY) SEWER. @ RELOCATED OVERHEAD ELECTRIC. 21 PODIUM PROPOSED RINLEUR ON(SEE TOP OF 10 TRANSFORMER BY DUKE ENERGY. PLUMBING) 11 PRIMARY ELECTRIC SERVICE. O PROPOSED FIRE HYDRANT 22 ASSEMBLY 12 SECONDARY ELECTRIC SERVICE. 13 CONNECT EXISTING PER AGENCY IUTI STM 23 EXO NSION 12" D.I. WATER MAIN 24 PROVIDE 10"X10"X12" TEE Z O In 5 W W W a 0 N z z w � U)-> o aj U }U x z F � � U U 0 Lu wz 0 CL a v) w w � N (n J¢ x C Z TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. � M LL r 00 ASTM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B, OR EQUIVALENT) FOR THAT PARTICULAR SPAN. O� N LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE Z O H cl)z ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS o m 1n J m U LU O UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD O CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. \ 0. UNDERGROUND CABLE LOCATION 1-800-382-5544. J Y 0 Q W 00 PERMIT HAS BEEN OBTAINED. C O 00 T h ca (14CD d Z 00 1 t Vl CD r RCD 0)i Lo N C CD CL M I' UTILITY NOTES um) CD In N x 1 ROOF DRAINS FOUNDATION DRAINS AND OTHER CLEAN WATER CONNECTIONS n to S M LL - TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST B 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO LL r ASTM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B, OR EQUIVALENT) FOR THAT PARTICULAR SPAN. OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION W OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE A21.51 AND AWWA C-151, OR HIGH DENSITY POLYETHYLENE PIPE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. \ 0. UNDERGROUND CABLE LOCATION 1-800-382-5544. J 6. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATIONJ 00 PERMIT HAS BEEN OBTAINED. C O c 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM 8. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND O WITHIN 5 FEET OF PAVEMENT. VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN Z PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS W ^ - WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST B CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. J 6. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN �+ ACCORDANCE WITH CITY OF CARMEL STANDARDS AND SPECIFICATIONS. 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE C STORM SEWER SYSTEM. c 8. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. W Z 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY W ^ FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION Li AND SIZE SHALL BE PER DIRECTION OF AGENCY. 0O 10. ALL SANITARY LATERALS SHALL BE 6" SDR -35 PVC ® 1.00% MINIMUM SLOPE v , J r ----- ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED GRADE TO TOP OF PIPE. O Lu �/ - -' 11. ALL WATER MAIN/STRUCTURE CONSTRUCTION SHALL BE PERFORMED IN LL f' ACCORDANCE WITH CARMEL WATER STANDARD SPECIFICATIONS AND /� li W T` REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. W 0 __ 12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHALL HAVE ------------- PROPER THRUST BLOCKING. = J 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF W SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED - -- RIGHT-OF-WAY. _ I 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. ---- 15 ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE REINFORCED U -------- - ----. --------------------- ---- CONCRETE PIPE. SHEET NO. C400 m, J 0 N d 0 N M 3 O X 0 0 � N r r- N a N 7 0 d :3 Q L� x 0 0 n o_ C: 0 N 7) 0 L0 o N N s o+ N 3 m _0 0 0 0 n � 3 3 � I I 0 0 n r - w v U / x _0 0 0 U o+ � a 'S ap U N N 0 �w c 0 :1- 0- E0- E v) 0 Q N O _0 0 / 0 O 3 c o ° E Q w � 00E (0 7 o O)o� 0 N m't EE lol Lo L 0 m 0 c „ c O U � 0 Ewa 0 > / zm- -0 0 a) O U j (n LJ 0-0 J J 0 STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 1.1 END SECTION 828.25 24" = 824.97 (S) SEE PLANS 1.14 MANHOLE 830.01 24" = 82.30 (S) TYPE 4 CAST'G (n w<8> --------------- 24" = 8255.90 (N) TYPE "I" MANHOLE W/ 1.2 MANHOLE 830.43 24" = 826.50 (E) TYPE 4 CAST'G Q DFUTURE CONSTRUCTION 15" = 825.90 (NW) TYPE 4 CAST'G 1.3 CURB INLET 830.65 18" = 826.85 (S) INLET TYPE "M" W/ ZUJ I TO BE ABANDONED 24" = 826.50 (N) TYPE 10 CAST'G 1.17 CURB INLET 832.28 18" = 826.98 (S) EX 6" = 827.1± (W) 1.4 MANHOLE 830.11 18" = 826.88 (N) (CONTRACTOR TO VERIFY) 1.5 CURB INLET 830.73 18" = 827.04 (S) 18" = 827.04 (N) INLET TYPE "M" W/ TYPE 10 CAST'G 1.6 CURB INLET 831.34 12" = 828.29 (N) INL TYPE "J" W/ TYPE 10 CAM 1.20 CURB INLET 833.34 12" = 828.01 (S) INLET TYPE "M" W/ 1.7 CURB INLET 832.33 18" = 827,52 (N) TYPE 10 CAST'G 1.10 CURB INLET 832.22 24" = 826.58 (W) TYPE "II" MANHOLE W/ 2.8 MANHOLE 847.88 24" = 826.68O E TYPE 4 CAST'G 2.0 MANHOLE 831.39 12" = 828.80 (E) TYPE "II" MANHOLE W/ 1.11 MANHOLE 834.37 24" = 827.19 (W) TYPE "I" MANHOLE W/ 2.1 DOUBLE CURB 832.74 24" = 827.49 (S) TYPE 4 CAST'G 1.12 MANHOLE 833.87 12" = 830.34 (N) STRUC. IN PREY. CONTRACT T 12" = 830.19 (W) CONNECT NEW PIPE ONLY STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES D 24" = 825.70 (S) TYPE "II" MANHOLE W/ 1.14 MANHOLE 830.01 24" = 825.70 (N) TYPE 4 CAST'G (n w<8> --------------- 15" = 825.70 (SW) F F FIBER OPTIC 1.15 MANHOLE 832.18 24" = 827.00 (E) 24" = 827.00 (W) TYPE "II" MANHOLE W/ Q DFUTURE CONSTRUCTION 15" = 827.80 (N) TYPE 4 CAST'G 1.16 CURB INLET 831.94 15" = 827.88 (NE) INLET TYPE "M" W/ ZUJ I TO BE ABANDONED 15" = 827.88 (S) TYPE 10 CAST'G 1.17 CURB INLET 832.28 15" = 828.05 (SW) INLET TYPE "A" W/ TYPE S CAST'G 1.18 CURB INLET 833.73 12" = 830.37 (N) INLET TYPE "A" W/ 0 o N 12" = 830.37 (S) TYPE 8 CAST'G 1.19 CURB INLET 833.73 12" = 830.53 (S) INLET TYPE M W TYPE 10 CAST'G 1.20 CURB INLET 833.34 24" = 827.95 (N) INLET TYPE "M" W/ 2.7 MANHOLE 547,94 18" = 828,53 (E) TYPE 10 CAST'G 1.21 MANHOLE 833.60 18" = 828.63 (W) TYPE "II" MANHOLE W/ 2.8 MANHOLE 847.88 18" = 828.93 (S) TYPE 4 CAST'G 2.0 MANHOLE 831.39 18" = 826.50 (E) TYPE "II" MANHOLE W/ M N 1 5" = 825.80 (SE) TYPE 4 CAST'G 2.1 DOUBLE CURB 832.74 18" = 826.89 (W) INLET TYPE "M" W/ U INLET U 18" = 826.99 (E) TYPE 10 CAST'G STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES D 18" = 827.36 (E)18" O PROPOSED SANITARY I.D. 2.2 MANHOLE 834.26 = 827.26 (W) Lu (n (n w<8> --------------- 18" = 828.64 (E) F F FIBER OPTIC 2.3 MANHOLE 839.89 18" = 828.54 (W) EX 12" = 840.14 (SE) Q DFUTURE CONSTRUCTION 18" = 829.09 (W) 2.4 MANHOLE 843.05 18" = 829.19 (E) L� ZUJ I TO BE ABANDONED 15" = 839.00 (E) ao 2.5 MANHOLE 843.82 ao UTILITY KEYNOTESa CATCH BASIN/AREA DRAIN 0 0.25% CB1 C62 CB3 � 6" = 829.50 (N) o 0 o N 12" = 842.26 (NE) 2.6 MANHOLE 846.75 15" = 840.75 (W) (n Vl N J 12" = 842.61 (NE) J ENDWALL 2.7 MANHOLE 547,94 12" = 842.50 (SW) w w I 0 40 80 120 1 GUY. RELOCATED WATER MAIN. 14 PROPOSED UTILITY POLE AND = 12" 843.00 (SW)12" 5O 2.8 MANHOLE 847.88 = 843.20 (N) O 2.9 Trench Drain 847.21 12" = 846.00 (S) 't M N 1 5" = 825.80 (SE) Z AS -9 AQUA -SWIRL 830.04 15" = 825.80 (NE) UPSTREAM INV. = 846.75 LEGEND i - - - - � 1�SD -d STORM SEWER - - - - - FOUNDATION DRAIN/UNDERDRAIN c 8 SAN c SANITARY SEWER 12"WTR WATER MAIN G G GAS UT TELEPHONE UE ELECTRIC nI coy D O3 FIRE DEPARTMENT CONNECTION. O PROPOSED SANITARY I.D. HVE HIGH VOLTAGE ELECTRIC 00 w (n w V) Lu (n (n w<8> --------------- F F FIBER OPTIC _ I U I ADJUST UTILITY STRUCTURE TO Q DFUTURE CONSTRUCTION EXISTING UTILITY 110'12 SD 30'18" SD L� ZUJ I TO BE ABANDONED ao ao ao ao ao UTILITY KEYNOTESa CATCH BASIN/AREA DRAIN 0 0.25% CB1 C62 CB3 N o 0 o N I 10'15" SD 0 CURB INLET z RELOCATED PUBLIC WATER (BY 18 N (n Vl N J 13 1.6 1,7 J ENDWALL y w w w w I 0 40 80 120 1 GUY. RELOCATED WATER MAIN. 14 PROPOSED UTILITY POLE AND p CLEANOUT 5O 00, o O O O 0 COMBINED DOMESTIC/FIRE O PROTECTION WATER SERVICE 15 RELOCATED LIGHT POLE. C z _ _-E`-_`-_`_i U 't M N O RELOCATED HIGH VOLTAGE 6 Z O O � MANHOLE U U U U T (BY RS). ELECTRIC OTHERS). SYS EM.UILDING Q_' Q .0. FIRE HYDRANT Y U U U U 0 ®w, WATER VALVE O7 25' ELECTRIC EASEMENT. 0_ Q z U 10"WTR 70"WFR 10"WiR \ 10.'!WTR 0" R w CL w a w a w a vI i - - - - nX PROPOSED STORM I.D. nI coy D O3 FIRE DEPARTMENT CONNECTION. O PROPOSED SANITARY I.D. 00 w (n w V) Lu (n (n w<8> --------------- 31'18" SD _ I U I ADJUST UTILITY STRUCTURE TO Q DFUTURE CONSTRUCTION 110'12 SD 30'18" SD L� ZUJ I ao ao ao ao ao UTILITY KEYNOTESa 0 0.25% CB1 C62 CB3 N o 0 o N I 10'15" SD 0 O 8" SANITARY SERVICE 0 1.00% RELOCATED PUBLIC WATER (BY 18 t O) I- z m J 13 1.6 1,7 1.2 HW24 11.04% I 0 40 80 120 1 GUY. RELOCATED WATER MAIN. 14 PROPOSED UTILITY POLE AND OTHERS). W 00, o N m •�-�-� I GRAPHIC SCALE IN FEET COMBINED DOMESTIC/FIRE O PROTECTION WATER SERVICE 15 RELOCATED LIGHT POLE. C z _ _-E`-_`-_`_i U 't M N O RELOCATED HIGH VOLTAGE 6 i - - - - nI coy D O3 FIRE DEPARTMENT CONNECTION. 16 WATER SERVICE. 00 --------------- 31'18" SD _ I U I ADJUST UTILITY STRUCTURE TO PROPOSED BUILDING STORM 110'12 SD 30'18" SD I 4 FINISHED GRADE. O 17 SERVICE (SEE PLUMBING PLANS). O N 0 0.25% CB1 C62 CB3 CB4 ® 0.20% CB5 C66 I 13 0 0.10% 1.3 208'24" SD ISI 0 0.10% 10'15" SD 0 1.00% AS I 10'15" SD 0 O 8" SANITARY SERVICE 0 1.00% RELOCATED PUBLIC WATER (BY 18 t O) I- z m J 13 1.6 1,7 1.2 HW24 11.04% (MIN). OTHERS). W p o N m •�-�-� s-="i� _� _ _ �_ E _ _-E`-_`-_`_i U �_-U -� _ _ _ _ _ _ _ E E U _ O 1.02% O RELOCATED HIGH VOLTAGE 6 FIRE HYDRANT ASSEMBLY SERVED 1 PLUMBING O O O Lu d 19118 SD O 0.258- T (BY RS). ELECTRIC OTHERS). SYS EM.UILDING Q_' Q Y �.� , �� O7 25' ELECTRIC EASEMENT. 0_ Q Q U 10"WTR 70"WFR 10"WiR \ 10.'!WTR 0" R 10"WTR 1Q"WIR 10"WTR 1.14 / CABINET. O T -COUPLING REQ'D & TIE EX. 20 6" C.P.P. TO NEW STORM -VETE....S WAY W ,.5 ,.4 32'24" SD O 0.25% c gYMDUKEIENERGY)ON 17 HVE (Pueuc STREET) HVE - HVE HV - HIVE - 83'24" SD O 0.38% HVE HIVE I \ �' / RELOCATED OVERHEAD ELECTRIC. 10 TRANSFORMER BY DUKE ENERGY. PROPOSED INLETS ON TOP OF 21 PODIUM STRUCTURE. (SEE PLUMBING) co L' J� _ 14'"24" SD O 1.41 % ' /- \ PRIMARY ELECTRIC SERVICE ca N rl I� PROPOSED FIRE HYDRANT �p 0 1 / 22 ASSEMBLY v o 0 0.74% _ / 12 SECONDARY ELECTRIC SERVICE. aI z co 17 ' : • '• D I 23 PROPOSED 12" D.I. WATER MAIN > - Lo �' y: 13 CONNECT TO EXISTING UTILITY EXTENSION u ul CD -r. ❑ PER AGENCY REQUIREMENTS. R N I 18'75" SD BUILDING 1 BUILDING 4 1 15 :0 0.51% "a ___ 24 PROVIDE 10"X10"X12" TEE c Q R T -- M .16 �' ,n m as ry UTILITY NOTES M = ii W WF36'-18"SID 128'18" SO 39-24" SO 0 0.49% .: ''...;: m LL > 0 0.92% 1 ' ••' N I 34'24" SD O 1.36% r ill LQL I 1.20 - III 20 m C_j w ❑❑ ❑❑ ❑❑ o o ❑ ❑❑ ❑❑ ❑❑ ❑❑ o uOo ❑❑ ❑❑ 00 °uj 15 1-1 - II G m 3 ■ ■ ■ ❑ ■ "I' ■ 15'-18" SD 0 0.68% I 2.3 ❑❑ ❑❑ ® F❑ ® ❑❑ ® ❑ ® ❑❑ ❑❑ ® ❑❑ ® ❑❑ ® ❑❑ ❑❑ ❑❑ + ji Co FUTURE 17 65'16" SD ®D.69% BUILDING 2 0 TAVERN .I Is' -12" < 29'18" SD 0 0.73% _■ ■ ■ BUILDI n2.4 0 . I I 12.5 ■ I 1 111 � 21 j A SD02.10% T7, 3�I 0 0■ 48'12" sD ®oso% � 21 1- FUTURE OFFICE RB INLET TC 846.35 BUILDING 3 78'-12" SO 0 0.50% 207I STM�MH TC: 847.76 ----------_ \ / \ � CURB INLET TC: 847.64 '30 '12" SD O 9.43% I MH15 C113 MH1 - ---12"WTR------12"WTR------12"WTR------12"WTR------12"WTR------12'-----12"4fRBucs1 'W R TREETJ---------12"WTR--- - 2 ® CI14 'SOUTH RANGELIt AD \ ? - ------------- - -- ------------------------------------------------------------------ '1 • / 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS h - Cl) .: 3Q _ 30 TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. LL 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO r ASTM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B, > ` ' OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH a =-.-.....,..r °" '" „' ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS 1 17 - - - - - I A21.51 AND AWWA C-151, OR HIGH DENSITY POLYETHYLENE PIPE W •; CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. \ a 11 I 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATIONJ 37'15" SD 0 0.46% L _ _ PERMIT HAS BEEN OBTAINED. 00O 47'-12" SO 0 2.94% I I 1 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM O VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS 1.12 WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF 31'12" SD 0 0.52% WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST B CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. ID 0 0.55% W I I 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE > LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE 1 18 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION a/ OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD NG 5 LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA N W w l I UNDERGROUND CABLE LOCATION 1-800-382-5544. J W I 6. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN "+ a0 z m I ACCORDANCE WITH CITY OF CARMEL STANDARDS AND SPECIFICATIONS. Lu .. _ 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THEC LU A TRE CH DRAIN / V STORM SEWER SYSTEM. G V :B 8.44 Z W uJ y Lu 8. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND V 5 1 X WITHIN 5 FEET OF PAVEMENT. Lu Z W _ 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL Q TRENCH I DRAIN 828.65 I AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY Q O :^ _ FEDERAL, STATE, COUNTY, CIN OR LOCAL AGENCY. THE AMOUNT, LOCATION 1 L AND SIZE SHALL BE PER DIRECTION OF AGENCY. ,U O 0 ��/� ■ I , , 10. ALL SANITARY LATERALS SHALL BE 6" SDR -35 PVC 0 1.00% MINIMUM SLOPE C , J 0 J V n ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED O LU ' GRADE TO TOP OF PIPE. LU Z mJp 11. ALL WATER MAIN/STRUCTURE CONSTRUCTION SHALL BE PERFORMED IN 0'_ Q ACCORDANCE WITH CARMEL WATER STANDARD SPECIFICATIONS AND li W 0 U 1 REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. J J Lu 12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHALL HAVE W 2 I❑ Ir_ _ _ _ PROPER THRUST BLOCKING. = J Q' - ` I 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF W U SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL F- N UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED 5 to RIGHT-OF-WAY. `_ I J �-------� r ----- � 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE o/ r INFORMATION. Q T 15. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE REINFORCED U SD - - - - - -30"SD " -�SD CONCRETE PIPE. c MH10 - N�- - -- - -_-_- 12"WTR+ -112'1148--/-/---12' SHEET NO. C401 N O LoO N O 3 Z J Q Li X Z Q O N O O N O 3 Y L� x 0 O N O 0 N 3 5 d Ll !Y X 0 O N O 0 N 0 3 ro I 0 1 N O U 0 0 rn I� g a 0 3 O 1 Elf M Elf o o Ln LLD Lo 0 N 3 N U � I � o a m 0 3 d a_ o I � 0 o rn _ Q, v? 3 T '0 m H � ° 0 0 0 It d r 0� o� 3 -3o O X in 0 O CP N 0 X / U a � U o � U L O) � � a U a o :6 o N � 0 o O � a 0 E 0 w 0 ,d -E 0 o in 0 3 co U O O E N N co O N O � o0 � o -gym c No O - 0 U � O � : Era O T/ Z m � �o U j Cn W 0 0 J J 0 85D- 84D- 830 - - 850 - 840 PROPOSED GF - 830 820 CID OD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+79 0+00 0+50 0+94 4o PROPOSED GI EXISTING GRADE 50 !0 0+00 0+50 0+74 150 140 EXISTING GRADE 130 120 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+94 81 850 �� zw warn Z 0 m (A 0 a. 'o �rnn UO cl)J ° Z w w w w w? Nco- t O M n 64 M N N M N N a0 n n 64D ` W a LLl o " N in�� ADD CO MONO CND ONO / W 0 0 0 0 ` Uco EXISTING GRADE F z z U z z j U — — U) N U U U Z _ z Z_ z Q GRAPHIC SCALES IN FEET 30 60 90 V PROPOSED GRADE SHEET NO. ill =whats lei below. w of w of w (if w Z 0 W 0 ` (>n m m 0 J Z W W W W Z w3z wain r' 830 83 O — W _ ter'�DooO�O 0.400 a o0 M M N co 00 7 1 g t 0 N N N N M N N N 3 NtL)t0 MOO OD OD MOD co W inz W z MOND OND 00 co 0000 w 8444 CD zzz N v M .." vi ro z z_ ,n M OND OND OND OND O OD ao ao 0o ao ro — O N Q EXISTING O GRADE 34 LF OF Do r- (o L _ PROPOSED GRADE 18" SD - RCP ® 1.36X O � _ N N ® 0.68X Z 00 O � N 82 820 rn z 471E OF — — ---------- 0 --- RCP 12" ® 2.94% O -j o N m a d� O n Lu M M M 0 F- cn 0 °Dw Q W tY Y To a I 0 0 0 0 0+00 0+50 0+90 HGL 83 LF OF 39 LF OF 32 LF OF 24" SO - RCP 24" SD - RCP ® 0.25% 24" SD - RCP ® 0.38% ® 0.49% ao NOTE: N THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER v c DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL Z ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE w o rn TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING y o o CL ti r -- CONSTRUCTION CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM (n A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN Lin y R N ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN r> r` Q ENG NEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL ti N a c M LL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS N GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR r�0 GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT W M CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO r(o ; Q AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEINGJ INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS N AND AS APPROVED BY THE CITY OF CARMEL. O OBD Lr O 3 m �oc CC O r. OD - 850 - 840 PROPOSED GF - 830 820 CID OD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+79 0+00 0+50 0+94 4o PROPOSED GI EXISTING GRADE 50 !0 0+00 0+50 0+74 150 140 EXISTING GRADE 130 120 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+94 81 850 �� zw warn Z 0 m (A 0 a. 'o �rnn UO cl)J ° Z w w w w w? Nco- t O M n 64 M N N M N N a0 n n 64D ` W a LLl o " N in�� ADD CO MONO CND ONO / W 0 0 0 0 ` Uco EXISTING GRADE F z z U z z j U — — U) N U U U Z _ z Z_ z Q GRAPHIC SCALES IN FEET 30 60 90 V PROPOSED GRADE SHEET NO. ill =whats lei below. w of w of w (if w Z 0 W 0 ` (>n m m 0 J W W W W Z 830 83 O — W ao ao 0o ao ro — O N Q N O O 34 LF OF Do r- (o L 15 LF OF 24" SD - RCp HGL 18" SD - RCP ® 1.36X O � M N ® 0.68X Z 00 O � N 82 820 rn z O r W O -j o N m a d� O n Lu M M M 0 F- cn 0 °Dw Q W tY Y To a I 0 0 0 0 0+00 0+50 0+90 ao NOTE: N THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER v c DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL Z ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE w o rn TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING y o o CL ti r -- CONSTRUCTION CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM (n A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN Lin y R N ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN r> r` Q ENG NEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL ti N a c M LL 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 W CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO ; Q AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEINGJ INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. O O 3 840 DENOTES GRANULAR BACKFILL. REFER TO CITY OF CARMEL STANDARD DRAWING 10-31 ON SHEET C704. 820 810 U w W m J a. UO cl)J ° Z w W O06 Ww� LLI J °a W a LLl o " (n WQ J W LLI Z 0 2 W c-) r 830 ` U) N 820 810 Zw =W 0 w W m Q Z a. UO cl)J ° Z w W O06 Ww� LLI a LLl o " (n WQ J W 5 0 2 W c-) r LL U) N O � Q GRAPHIC SCALES IN FEET 30 60 90 V SHEET NO. ill =whats lei below. Call before you dig. 3 5 d L, X O N O O N O 3 ro I 0 N 0 U O rn a 0 3 Ln Elf n Elf O O Ln O m CD o r N o) r- 3 N U � I � O a rn 0 3 d a_ 0 I � 0 o Q, v? 3 T -p 07 ° O 0 o� 3 -30 O X d 0 O O N O 0) X / U a � I O_ U Lo w � 0 �n a_ U a o N � 0 O c a o 0 E o >_ 0E �1 0 3 ro U O O E N N 00 0) N O � 0 O Y — m co M O - 0 U � O Era O T/ zm� � o U j N W O J J 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+19 860 850 840 830 820 NOTE: 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 BACKFILLING 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. DENOTES GRANULAR BACKFILL. REFER TO CITY OF CARMEL STANDARD DRAWING 10-31 ON SHEET C704. rw Call before you dig. 81 Z 00 0 m (A 0 0 Z O z z z z U) w w w w O H fA ❑ a ❑ ❑ ❑ U W OOOOZ rr of K (r Z 0 0 0 0 0 W W W W (n W (n W (n W N W J Z tr tr K tY W W W W 00 W W N Q N O O O O Z � M N ao T 1` m N � O z 00 t; Vl r laN N a)o Q ti r-- r C r M � iy I- CO M LLL L r. U J J E �— 2Z ZW W a V+ O OW li LLl LLl o =J H W Q U SHEET NO. Q z Q z J W G Q U -MY 00 O � N Z O p o coir Ln m (~j LU n O W O H fA ❑ a ❑ ❑ ❑ U ao T 1` m N � O z 00 t; Vl r laN N a)o Q ti r-- r C r M � iy I- CO M LLL L r. U J J E �— 2Z ZW W a V+ O OW li LLl LLl o =J H W Q U SHEET NO. Q z Q z J W G Q U -MY N O N O N 3 0 0 of Li X Z 0 N O N o� 3 a Y X 0 0 N O ,n O N rn Z J x z 0 O N O L0 O N 3 Of Of O U m rn (.0 a X� o G_ N (D N 06 O �; I1') N O04 r- N O, 3 rn X 01 I Q v rn � o a 3 a I 0 0 rn � o m 3 -c! N H _O O a rn t 013 r p O 3 � -o a U I I a 0 rn I 0 w � X � ' U o, v a � a0 U N 0 U O / Q- E E o o cm � a U 0 N O 0 3 O 0 E % � o 0 a �Q` 1 N E O 1 o 0 LOo m0) �o O opo -00m O c 0 0 LO� rn U � ui E > % Zm-0) ;. O U w o.,o J J (7 1 BEGIN it I CONSTRUCTION L. I I' STA 10+721.00 SII I I� VETERAN"AYz--------------- ---- I------------------------------------------------ --------------------------- -- -- - ___ ----------- 832.03 i \ ------------------------ LO i W --Ira -10"SD------10"SD-F-1 - _8 SD -----_8 'SD- -- 8„SD I -I ---------- --------------- -=-_--- i� ---- _ - --- �L -11Z w I 831.72 - - -- - - --Uj - -- -- - --- - - - --- - - ---- - ------ ---- - --------e - .- 831 l - -- e - -- ------------ - -- ---- 2 --- ------ - ----- - 830 830 18 K ° a3 e g ---W --- ---- -`---------------------------- - --------- ---- 1 1 1 832.16: -y- O 10+00 1` 111+00 _ --- 12+00 g62 13+0 _ _1_h+n------------ AI- � + e - I - -- - - - - -�-- � + VETERANS WAY 632.38 832.18 ?�M ----- 832.38- i1 ,833. ----- --- 832.58 832 833.38 833.38 / .58 832.67 / 832.08 / 832.13 832.07 832.17 832.06 832.75 (n a/ 832.60 833.48 832.29 833.30 / 833.38 832.54 832.09 832.80 833.30 jj , 1 832.11 832.07 832.97 832.80 i 833.20 833.07 _ _, 832.21 831 71 11 � W 2.2 I ll: BUILDING 1 / 1---835-- -- SEE SHEET C302 851 841 831 821 811 0 20 40 60 GRAPHIC SCALE IN FEET _ 832.25 832.47 832.70 832.57 / W �I J • • - °. a- Z 799 PROPOSED 1' CONTOUR W 833.67 \� 832.79 ' ` 832.21 •� '833.50 - .832.92 833. tel 833.19 s 833.42 ° 833.41 833.35 833.13' '•833.32 •833.07 -_� 832.79 832.73 e J 800 PROPOSED 5' CONTOUR • 833.60 833.50 833.16 833.67 1 (•I 832,32 8 .87 833.29 833.38 + 833.52 833.52 833.30 832.39 T = / 1 , :- 833.67 832.66 832.68 833.6 7 832.37 833.53 833.50 833.24 832.96 _` -- - -_ -- -- -- _ = 83C.98 = 11+56.1 18.73 --- _____________ _ ,, cn w w w I� Ir PAVEMENT ELEVATION W FFE = 833.67 - ---- _ - __� i -" - - a 1111 0 0 00 vj 0 • 11 � W 2.2 I ll: BUILDING 1 / 1---835-- -- SEE SHEET C302 851 841 831 821 811 0 20 40 60 GRAPHIC SCALE IN FEET r O Ln V W W W W O O + r I- LLI J 2 Ir L Q 2 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14 ,n GRAPHIC SCALES IN FEET 0 20 40 60 GRADING LEGEND 81 ---------799----- EXISTING 1' CONTOUR n Vi N O n04 >> v1 w as --X00--- EXISTING 5' CONTOUR �IIIIII II _ I_ _ Lc� • 799 PROPOSED 1' CONTOUR PVI STA = 12+80.00- PVI ELEV = 832.30 HIGH POINT -STA =1 HIGH POINT ELEV = 832.1 K = 24.83 800 PROPOSED 5' CONTOUR PVI A = PVI ELEV LOW POINT STk LOW POINT EIEV-0831.1 K = 11+53.00 xxx.xx SPOT ELEVATION = 83C.98 = 11+56.1 18.73 P xxx.xx ____,-TOP OF CURB ELEVATION xxx.xx cn w w w w PAVEMENT ELEVATION W 0 0 00 vj 0 • G CLEANOUT at vi 9 ^ n OO 1AN 50.0 VC • MANHOLE U U U U D OO 10N Z ■ CATCH BASIN a a a a U) wWww � ■ CURB INLET +O N w +)o ❑ EXISTING INLET LU O N SOIL BORING Q G N O � w ^ 00 O � �-j BENCHMARK x PROPOSED STORM I.D. O Z M N FUTURE CONSTRUCTION GRANULATED BACKFILL, SEE o Z N DETAIL SHEET 703 0a m N ULU ^ O o N m o Y w Q W w a o 0 o v - / 110'-12" SD 0 0.25% cc OC 00 CC co OC 00 OC o N 00 cco CC Ncc 00 cc 00 r O Ln V W W W W O O + r I- LLI J 2 Ir L Q 2 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14 ,n GRAPHIC SCALES IN FEET 0 20 40 60 GRADING LEGEND 81 ---------799----- EXISTING 1' CONTOUR --X00--- EXISTING 5' CONTOUR �IIIIII II _ I_ _ Lc� • 799 PROPOSED 1' CONTOUR 800 PROPOSED 5' CONTOUR xxx.xx SPOT ELEVATION xxx.xx ____,-TOP OF CURB ELEVATION xxx.xx cn w w w w PAVEMENT ELEVATION W 0 0 0 0 G CLEANOUT • MANHOLE U U U U D LU Z ■ CATCH BASIN a a a a U) wWww � ■ CURB INLET w 0 EXISTING MANHOLE ❑ EXISTING INLET LU O N SOIL BORING Q G N O � w ^ 00 O � BENCHMARK x PROPOSED STORM I.D. O Z M N FUTURE CONSTRUCTION GRANULATED BACKFILL, SEE o Z N DETAIL SHEET 703 0a m N ULU ^ O o N m o Y w Q W w a o 0 o v Call before you dig. 00 I -- ca N O 00Z U N - o m rn i 1.- N d o o 2 T M LO w R N X I.- fn M LL r a W a 00 J O 0 3 ZW W V, Orr O LU W LU H W NGN L,L Q U SHEET N0. O r O O O r V Q 25 z Q Z V•/1 J z LuW W W J_ LL O w a z a J C500 VI 1J// �IIIIII II _ I_ _ Lc� • Call before you dig. 00 I -- ca N O 00Z U N - o m rn i 1.- N d o o 2 T M LO w R N X I.- fn M LL r a W a 00 J O 0 3 ZW W V, Orr O LU W LU H W NGN L,L Q U SHEET N0. O r O O O r V Q 25 z Q Z V•/1 J z LuW W W J_ LL O w a z a J C500 O Q cr LL z W z N c O LL VJ W O z CID b: O W It /�//� co I � III II 3. W.. -p III m m iI W o 11 Z"gw I III _?I �� o�m�Fa L m jJ I Wm� P' " m um z-oapN. a 4 zm I INz U Ilxl < N `r �. II opm <� _ 1 'zasoaw Wm e e$ I�I�mi..., a w 1i3\ g V a V 3 F d 11 m! 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I w Z xxx.xx SPOT ELEVATION ZO END '•'I ; I 0 Z a CONSTRUCTION PVI S7A = 14+86.77 I 1 STA. 17+52.00 WER> VETERANS WAY 1 ', I 11 111 11 1 `1 I ' I ► 11 W ~ =J H W a V) ' 11 I w oU LOW POINT STA = 14 90.34 00 00 Z 1 ' 1 I I• = 28. 57 J a_ ---------------- 1.17 ------------- - :==_==-_ ---; 0 20 40 60 GRAPHIC SCALE IN FEET N 10 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 GRAPHIC SCALES IN FEET 0 20 40 60 GRADING LEGEND ---------799------- EXISTING 1' CONTOUR 81 -----soo---- EXISTING 5' CONTOUR 1i \ O r11 �II II LI N 799 PROPOSED 1' CONTOUR .,: 1 °O r J a o 4- 800 PROPOSED 5' CONTOUR o w Z xxx.xx SPOT ELEVATION ZO '< V / LV a �OOZ 11 Z a Q PVI S7A = 14+86.77 W Z WER> w a U Q xxx.x ___/-TOP OF CURB ELEVATION > W ~ =J H W a V) xxx.x PAVEMENT ELEVATION w oU LOW POINT STA = 14 90.34 00 00 Z >� a = 28. 57 J a_ D CLEANOUT 11 •Ti U U U U 0 • MANHOLE n00 NtOto 00 0.00' VC w0 a (L a a U) ■ CATCH BASIN w w N0 00 n N N n O +M +1'7 +M �� w 0 CNI ■ CURB INLET 0 EXISTING MANHOLE M co CD 00 Co CD El EXISTING INLET LU Q )D N o o o `� + �j O 00 DD 000 0 n coo � TZ6 • BENCHMARK O PROPOSED STORM I.D. n 00 ^ 00 00 + M 00 FUTURE CONSTRUCTION N C O .. >> DETAIL SHEET 703C) >W p o )n m 0 a o o v 0 � Q - OMD UJ •J Q� Q >w N W J � d as N C4 OD 2.00% .00 PROFILE GRADE 0.7 % _ \ 0 pom — .0 a— =1 VNI q F1 EXISTING GROUND F1 208'24" SD @ 0.10% V31'-18" 24" RCP SD ® 0.10% 14'24" SD ® 1.41%- ,30'-18" SD ® 0.20% 71'24" SD ® 1.02% ccoo co I� O OMD N co > M oc M M _ M _ M M M M 0 '•`� 40 W 00 OD W W 00 00 00 N 10 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 GRAPHIC SCALES IN FEET 0 20 40 60 GRADING LEGEND ---------799------- EXISTING 1' CONTOUR 81 -----soo---- EXISTING 5' CONTOUR 1i \ O r11 �II II LI N 799 PROPOSED 1' CONTOUR .,: 1 °O r J a o 4- 800 PROPOSED 5' CONTOUR o w Z xxx.xx SPOT ELEVATION ZO '< V / LV a �OOZ 11 Z a Q O... W Z WER> w a U Q xxx.x ___/-TOP OF CURB ELEVATION > W ~ =J H W a V) xxx.x PAVEMENT ELEVATION w oU LU J 00 00 00 Z >� a z a J a_ D CLEANOUT 11 •Ti U U U U 0 • MANHOLE w w w w0 a (L a a U) ■ CATCH BASIN w w w w 0 ■ CURB INLET 0 EXISTING MANHOLE co CD 00 Co CD El EXISTING INLET LU Q )D N o o o `� SOIL BORING 000 0 n coo � TZ6 • BENCHMARK O PROPOSED STORM I.D. 00 FUTURE CONSTRUCTION N ® GRANULATED BACKFILL, SEE O - z m J DETAIL SHEET 703C) LU p o )n m 0 a o o v 0 Call before you dig. 00 I -- ca N O Z 00 U N R - O T i t!7 N 0) O Q r Oa R T M LO w R N X I.- w M LL 1i \ O r11 �II II LI N U .,: 1 °O r J a o 4- o w Z W Z E Z '< V / LV a �OOZ 11 Z a Q O... W Z WER> w a U Q LU 0 ■I �I,i1i I�-�- - - ' W ~ =J H W a > �� LU J •'LSU LL U a z a J a_ 11 •Ti Call before you dig. 00 I -- ca N O Z 00 U N R - O T i t!7 N 0) O Q r Oa R T M LO w R N X I.- w M LL SHEET NO. C501 O N U °O r J a o 4- o w Z W Z E Z '< V / LV a �OOZ = Z a Q O... W Z WER> w a U Q LU 0 W ~ =J H W a > w �' LU J LL U a z a J a_ SHEET NO. C501 N O In O N 3 0 O ofof X Z 0 0 N O O N o� 3 Y m x 0 0 N O In 0 N rn 3 z J x z In O N O L0 0 N 3 0f Of 0 U 0 1.0 (.0 3 a x 0 0 tY M L0 O N 0 O 0 I1') N O04 r- N tT 3 � X 01 I a rn � o a 6 cm 3 O a I � 0 O � L � (n T o, m 3 -c! 0 _o O a 0) t 013 n p� O 3 � -0 a U I I a 0 0) I 0 w 0) x j v ' U a a c6 U N 0 U o / Q- E E 0 o cm � a U 0 0 0 3 O 0 E % to o cm 0 v+ a ao Q N E O E I 00 LO 0 o iT) 0) mo O opo E� -00m N c O O U -o E Zm� ;. O U Li 0-0 >, rn / J J (7 86 85 84 83 82 m I poi PVI STA = 49+25.00 PVI ELEV = 833.00 LOW POINT STA = 48+85.00 LOW POINT ELEV = 832.37 K = 18.52 80.00' VC BUILDING 5 PVI STA = 51+20.00 PVI ELEV = 844.50 HIGH POINT STA = 51+60.00 HIGH POINT ELEV = 845.25 K = 19.91 80.00' VC END ONSTRU�TION STA 5 +68.00' —ECCE , ; TIVE DRIVE _ _ J I O 0 NIP IMMEN ■■■■Iw■■iil�ll!dl � BUILDING 3 \\ 0 20 40 60 GRAPHIC SCALE IN FEET IF OI- OM LU U ILII - --� SD Oto OM CONSTRUCTION Q 0 O� +00 z > Z LU W :ill• ONUi +00 + LO00rn '•n �'� 48+62.00 0 � Z W _ I 799 PROPOSED 1' CONTOUR ZO W W LU J L J (OM In > z w EXECUTIVE DRIVEPI STA 49+77.21 z w U) G Q 0 0 R 333.00' o J xxx.xx SPOT ELEVATION a +00 v v v +co xx- /- TOP OF CURB ELEVATION STA. 49+64.29u PI STA. 50+03.02PC xxx.xx PAVEMENT ELEVATION a a a w a z ...-.-._._I'_'-ter•,._... R 333.00' v0) o CLEANOUT • w w w w ol.. O • MANHOLE MENEM ��j�� — - — — — IWO ■ CATCH BASIN uJ 00 00 00 ej 00 � CURB INLET Q N w 00 O N I G O O � O EXISTING MANHOLE jw 5W - = EXISTING INLET Z M O 0)i >w N SOIL BORING (L o w PROPOSED STORM I.D. z m U^ O O N m 100 LU O Fir ll GRANULATED BACKFILL, SEE t0 0 d T VIA, MY 1 -A ® PCCI■ :-, �m _ WE CON R. no ii no O+ :: 86 85 84 83 82 m I poi PVI STA = 49+25.00 PVI ELEV = 833.00 LOW POINT STA = 48+85.00 LOW POINT ELEV = 832.37 K = 18.52 80.00' VC BUILDING 5 PVI STA = 51+20.00 PVI ELEV = 844.50 HIGH POINT STA = 51+60.00 HIGH POINT ELEV = 845.25 K = 19.91 80.00' VC END ONSTRU�TION STA 5 +68.00' —ECCE , ; TIVE DRIVE _ _ J I O 0 NIP IMMEN ■■■■Iw■■iil�ll!dl � BUILDING 3 \\ 0 20 40 60 GRAPHIC SCALE IN FEET 860 850 840 830 A 820 0 LO 481450 49+00 49+50 50+00 v 50+50 51+00 51+50 52+00 52+44 GRAPHIC SCALES IN FEET 0 20 40 60 81 GRADING LEGEND IF OI- OM LU U ILII - --� SD Oto OM J .. Q 0 O� +00 z > Z LU W :ill• ONUi +00 + LO00rn '•n �'� ,^ O V ! J 0 � Z W _ I 799 PROPOSED 1' CONTOUR ZO W W LU J L J (OM In > z w z w z w z w U) G Q 0 0 fq o J xxx.xx SPOT ELEVATION a +00 v v v +co xx- /- TOP OF CURB ELEVATION xxx.xx PAVEMENT ELEVATION a a a w a z ...-.-._._I'_'-ter•,._... v0) o CLEANOUT .. >Lo w w w w ol.. O • MANHOLE ■ CATCH BASIN uJ 00 00 00 ej 00 � CURB INLET Q N w 00 O N I G O O � O EXISTING MANHOLE jw 5W - = EXISTING INLET Z M O 0)i >w N SOIL BORING (L o w PROPOSED STORM I.D. z m U^ O O N m FUTURE CONSTRUCTION LU O W ll GRANULATED BACKFILL, SEE t0 0 d Q W w Y I DETAIL SHEET 703 1 :-, �m CON R. O+ to W LO Q 0- 0- N 12 0 0 U + M 0c0 00 Z a w\- v~i w 5' - P POSED PROFIL GRAD 5 g0% 1.58% — 10" DUCTILE EXISTINC GROUND IRO ELE . 12" P I 8" HOPE M n 0, Lq N t0 r n O t0 M PO to L) O N M t0 In L0 O M U! n r, O In N t0 N m M � 00 N O O O O N t0 0, W — W I� n O M t0 O to . IA I* U! r, 0 N n N r, N W t0 O t0 W W O n �„) O IA N N MN N MN N MN N MN N pr) M 04 MM M MIM M� M� MIn In W) t0 W) r)t0 t0 Mt0 n r7n OJ M00 lb Mm M m r) m r) O �O �O N �N N 4- M 04 4- M PI) 4- PI) �� 4� 4� In '* In In 00 M 00 t7 00 Ih 00 Ih to M 00 M 00 M 00 Go M Go00 M 00 cc) M cc)00 M Ix) 2 OJ M a0 M of 00 to M Ix) 2 Ib M c0 Ib a0 00 't to to to 00 to 00 to 00 OD Op 00 m 860 850 840 830 A 820 0 LO 481450 49+00 49+50 50+00 v 50+50 51+00 51+50 52+00 52+44 GRAPHIC SCALES IN FEET 0 20 40 60 81 GRADING LEGEND IF 111,111 LU U ILII - --� SD J .. Q 0 --799--- EXISTING 1' CONTOUR z > Z LU W :ill• ---moo---- EXISTING 5' CONTOUR s a '•n �'� ,^ O V ! J 0 � Z W _ I 799 PROPOSED 1' CONTOUR ZO W W LU J L J 800 PROPOSED 5' CONTOUR I In > z w z w z w z w U) G Q 0 0 0 o J xxx.xx SPOT ELEVATION a a v v v C) xx- /- TOP OF CURB ELEVATION xxx.xx PAVEMENT ELEVATION a a a w a z ...-.-._._I'_'-ter•,._... v0) o CLEANOUT w w w w • MANHOLE ■ CATCH BASIN uJ 00 00 00 Oo 00 � CURB INLET Q N w 00 O N I G O O � O EXISTING MANHOLE - = EXISTING INLET Z M N SOIL BORING • BENCHMARK o CV PROPOSED STORM I.D. z m U^ O O N m FUTURE CONSTRUCTION LU O W I GRANULATED BACKFILL, SEE w Q W w Y I DETAIL SHEET 703 1 Call before you dig. 00 Tr. - ca to N O 0 Z 00 V N Or M !a 1!7 N C O Q r � � � !a T M h In M LL a W 0. 00 J 0 3 IF 111,111 LU U ILII J J .. Q 0 z > Z LU W :ill• z2<xQ LU 0_ s a '•n �'� ,^ O V ! J 0 � Z W a III 0tS W W LU J L J ~LU a O �j U W G Q Z U J a ...-.-._._I'_'-ter•,._... Call before you dig. 00 Tr. - ca to N O 0 Z 00 V N Or M !a 1!7 N C O Q r � � � !a T M h In M LL a W 0. 00 J 0 3 SHEET N0. C502 LU U J J .. Q 0 z > Z LU W z2<xQ LU 0_ m a U W ,^ O V ! J 0 � Z W O LU aW< 0tS W W LU J L J ~LU a O �j U W G Q Z U J a SHEET N0. C502 VARIE'. VARIE'. d LO O N M 0 0 O N r N N 0 ID Q v 0 d 0 t N >, m v 0 a a o 00 O N 4 o o � a o E o � � V) Q o E 0 0 Edo 0 00 N p � O E M 0 m O - c Lr) c 0 U o Ewa o >,/ z m 0 ;. O U / v7 W 0 O .� 0 J J (7 Q a. 8' 15.5' 2% 2% NORTHBO GRADE AS SHOWN ON PLANS 2% 12 NORTHBOU 10.5' GRADE AS SHOWN ON PLANS 2% VETERANS WAY SCALE: 1"=4' 15.5 EASTBOUN[ rL GRADE AS SHOWN ON PLANS 2% EXECUTIVE DRIVE SCALE: 1 "=4' 2% VARIES 6.5'-8.5' 2% z 0 m 0 w 6' VARIES m HEAVY DUTY ASPHALT PAVEMENT 0 J /1 m w O w COMBINED CURB & GUTTER (TYPE II OR III) (SEE DETAIL) VARIES 2% v, U, 6 VARIES 0 z HEAVY DUTY ASPHALT PAVEMENT 0 REGULAR DUTY ASPHALT PAVEMENT m o w COMBINED CURB & GUTTER (TYPE II OR III) (SEE DETAIL) VARIES o 27 v, U, LEGEND O1 HEAVY DUTY ASPHALT PAVEMENT O2 REGULAR DUTY ASPHALT PAVEMENT O3 COMBINED CURB & GUTTER (TYPE II OR III) (SEE DETAIL) O4 CONCRETE SIDEWALK (SEE DETAIL) OS 6" PERFORATED UNDERDRAIN (SEE DETAIL) 6O DEPRESSED CONCRETE CURB 81 U J o w w Z � 2 Z O (j W W z H U UDa Z W N W J O Q O Z U WD W U F U 3 U I— LU F- — F F— w �7- o U � U U W 0U W Z 0 Know what's below. Call before you dig. CL }} a cn 0 F 0 0 V) U J LJ W >N_> W Q Z a_ a IX L, W ao m ao ao Q N O O N W n co O Z M N O � N Z O ~ LU ^O O z N m W m Q W c Y d C a 0 U 00 r` f0 N to Ul) V O a) Z 00 V N O r a) U,) N N 0 CD CL r n M N w N X CD W M LLL r a W IIIIIIII1 a 40010.J 0 0 3 U J J .. Q 0 Z Z 2 Z O (j W W z H U UDa Z W O 06 W J �; a J J LL Y U m m 0 z Q U z D W m 0 U 0_ a E E v of 0 to 0 a m U N a 6 E J O a N O I cnY 0 I 0 0 �I 0 0 z a '6 0 C :2 _0 a U � a N '6 0 o d N -0 0 N m a v 3 o a E L v Z 0 0 O _ a � o c v � m 0 U mU o In Q o v' o n � v J � O 2 < m E N MO U I of ct N (N o 0) n m eD 0 moo/ p N v E - N m O^ 00 61-1 0 U C; � E¢'¢` O T/ z m rn a � 0 O U ;mow 0-0 >, 1 / J J CD O. Bicycle parking areas shall be pieced in a location that is visible from the building entrance and with proper lighting to ensure security. Diagram I�Bicvele Rack Type. 19" r �. A"A 1S" Yo-e"f 8vf 9mIm8B ...'BsloeMA Diagram 2- Bicycle Parking Location and Design W trprgt11-I�fe'pc.)-I T PATH WIDTH PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDICT SPECS. MUL Tl -USE PA TH NO SCALE e 'r O1 1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON O2 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON BICYCLE RACK TYPE & Q 6" COMPACTED AGGREGATE #53 ON PARKING LAYOUT ®COMPACTED SUBGRADE NO SCALE * WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) CITY OF CARMEL MULTI -USE PATH IN 5' 6' 2' 14' * * n D r O N m c7 o � I O r m O Z7 O if 70 m O A Cn 7 D � D I zlo D G7 Z7 RIGHT-OF-WAY 51 LOCAL STREET 14' * * 2' 6' 5' TYPICAL SECTION LOCAL STREET NO SCALE NOTES: * * CROSS SECTION DIMENSIONS ARE BASED ON CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN) NOTE: ALL PAVING IS TO BE COMPLETE IN ONE PAVING SEASON. CITY OF CARMEL TYPICAL SECTION - LOCAL STREET RIGHT-OF-WAY 90'-0" COLLECTOR STREET 10' F' D' 23' * * 23' * * 2' 6' 10' ON TOOLED CONTRACTION JOINT 1/4" WIDE, MIN. 1 1/2" DEPThi \ \\\ LEGEND N rz: ®� .... � HMAPA m m PAVEMENT yENT 1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON -' 2" - 220#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON 11= FI I1=1 I1=1 I1=1 I1=1 I1=1- -1=T=III=III=III=III=III-III- U 3" - 330#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON GRANULAR �IIL=III=IL=III-III- `III„ WASHER STOP 6" COMPACTED AGGREGATE #53 ON I II Ifi III, BACKFILL --------- w INDICT SUBGRADE TREATMENT, TYPE 1B OR 1C COMPACTED SUBGRADE ((• io QU UNDERDRAIN - SEE STANDARD DRAWING 10-12 4" REBAR CONT. AT a Q SIDEWALK - SEE STANDARD DRAWING 10-18 TOP & BOTTOM • X HEAD BO n CONCRETE ROLL CURB AND GUTTER - SEE STANDARD DRAWING 10-13 1.) CONTRACTION JOINTS TO BE e' : C) D ® SODDING A MINIMUM OF 1 1/2" DEEP IIIIII_III •' `' M D D 2.) SEE CONCRETE WALK SECTION FOR-II_I=1 - �1IIII1IIIII11Iilll o co Z D G7 � 3.) FULL DEPTH SEPARATORS ARE NOT ,III 1i=" N 6x6-10/10 n D r O N m c7 o � I O r m O Z7 O if 70 m O A Cn 7 D � D I zlo D G7 Z7 RIGHT-OF-WAY 51 LOCAL STREET 14' * * 2' 6' 5' TYPICAL SECTION LOCAL STREET NO SCALE NOTES: * * CROSS SECTION DIMENSIONS ARE BASED ON CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN) NOTE: ALL PAVING IS TO BE COMPLETE IN ONE PAVING SEASON. CITY OF CARMEL TYPICAL SECTION - LOCAL STREET RIGHT-OF-WAY 90'-0" COLLECTOR STREET 10' F' D' 23' * * 23' * * 2' 6' 10' ON TOOLED CONTRACTION JOINT 1/4" WIDE, MIN. 1 1/2" DEPThi \ \\\ APPLIED ANTI-SPALLING COMPOUND I 1"RADIUS ROUND TOOLED E m ®� .... � BOTTOM OF PAVEMENT W W W TYPICAL SECTION COLLECTOR STREET NO SCALE LEGEND HMA PAVEMENT Q 1.5" - 165#/SYD. HMA SURFACE, TYPE 'C', 9.5 mm ON 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'C', 19.0 mm ON 3.5" - 385#/SYD. HMA BASE, TYPE 'C', 25.0 mm ON 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'C, OG 19.0 mm ON 3" - 330#/SYD. HMA BASE, TYPE 'C', 25.0 mm ON INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C Q UNDERDRAIN - SEE STANDARD DRAWING 10-12 n CURB TYPE II - SEE STANDARD DRAWING 10-14 OR CONCRETE ROLL CURB & GUTTER - SEE STANDARD DRAWING 10-13 ® SODDING © RECREATIONAL PATH 1.5" - 165#/SYD. HMA SURFACE TYPE 'B' ON 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B' ON 6" COMPACTED AGGREGATE, NO. 53 ON COMPACTED SUBGRADE NOTES: * * CROSS SECTION DIMENSIONS ARE BASED ON CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN) NOTE: ALL PAVING IS TO BE COMPLETE IN ONE PAVING SEASON. CITY OF CARMEL TYPICAL SECTION - COLLECTOR STREET INTEGRAL WALK AND CURB NO SCALE METAL CAP REQUIRED TOOLED CONTRACTION JOINT 1/4" WIDE, MIN. 1 1/2" DEPThi \ \\\ APPLIED ANTI-SPALLING COMPOUND I 1"RADIUS ROUND TOOLED E •.. �^.9�� `�•�� P WELDED CIT X NUT W/ .... � BOTTOM OF PAVEMENT W W W PAVEMENT -1 "RADIUS TOOLED -' 11= FI I1=1 I1=1 I1=1 I1=1 I1=1- -1=T=III=III=III=III=III-III- U 6x6 - 10/10 GRANULAR �IIL=III=IL=III-III- `III„ WASHER STOP WELDED I II Ifi III, BACKFILL --------- w WIRE FABRIC COMPACTED SUBGRADE ((• io PIPE PAINTED 4" REBAR CONT. AT a o TOP & BOTTOM • X HEAD BO ° 1.) CONTRACTION JOINTS TO BE e' : g I A MINIMUM OF 1 1/2" DEEP IIIIII_III •' `' M SLOPE CONC. 1" 2.) SEE CONCRETE WALK SECTION FOR-II_I=1 - �1IIII1IIIII11Iilll w LOCATION OF JOINTS. 3" ABOVE & FINISH W/ 3.) FULL DEPTH SEPARATORS ARE NOT ,III 1i=" N 6x6-10/10 PERMITTED EXCEPT AT EXP. JOINTS. I- 6" _ 3" O.D. PIPE STEEL TROWEL INTEGRAL WALK AND CURB NO SCALE METAL CAP REQUIRED TOOL BOTH SIDES OF APPLIED JOINT SEALER EXPANSION JOINT 1/2" PERFORATED EXPANSION MATERIAL p ; ' W 1 FLOOR SLAB P WELDED CIT X NUT W/ W W W GRASS* BOTTOM OF PAVEMENT W W W -1 "RADIUS TOOLED LOCKING U EXPANSION JOINT DETAIL o M WASHER STOP 6" STD. STEEL w ° ROUND PIPE PAINTED a o < ° X HEAD BO ° L o g I SCALE ° OOQ SLOPE CONC. 1" tna w °SIDEWALK ABOVE & FINISH W/ N 6x6-10/10 s °� \ °a° 3" O.D. PIPE STEEL TROWEL j W WELDED WIRE • W p WITH A SIMILAR W SIDEWALKo w w FABRIC ° COLOR FINISH PAVEMENT -\ 11 I o RAMP 0 12:1 (MAX) ° - ° cn 0-0I SLOPE TO DRAIN - i2 CONC. PAVEMENT PAVEMENT GRADE WALK ® PAVEMENT GRADE A OR 1/4" SLOPE PLAN VIEW NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF PAVER PER FOOT RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO -CENTER SPACING OF FINISH NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING 0 THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES iI u ILJ D CLASS "A" to 12• CONCRETE 2'-0" DIAMETER STOP SIGN DETAIL GUARD POST NO SCALE DETAIL NO SCALE CONTROL JOINT 1/4", 1 1/4" DEEP 6x6 - W2.9 x W2.9 WELDED WIRE FABRIC APPLIED ANTI-SPALLING BROOM FINISH COMPOUND 9 REINF. PLACED AT 1/3 OF CONC. THICKNESS to #53 STONE N_ - - - m- -III -III -III -III -III -III -III III NOTES: 1.) CONTROL JOINTS 10'-0" O.C. MAX. COMPACTED & WELL (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE 2.) EXPANSION JOINTS 60'-0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 6" CONCRETE PAVEMENT SECTION NO SCALE PRECAST CONCRETE PARKING BARRIER WITH 2-#3 REBARS USE 4000 PSI CONCRETE CURB, BUILDING, EDGE OF #;TH EBAR PAVEMENT OR STRIPES 16" LONGW3/4" ° HOLE CAST 0/�I 1" BEVELED EDGE CONTINUOUS 8 PRECAST CONCRETE WHEEL STOP NO SCALE APPLIED JOINT SEALER PROPOSED TOOLED EDGE BUILDING 1/2" PREFORMED EXPANSION MATERIAL EXPANSION JOINT TO CONCRETE BOTTOM OF PAVEMENT I�10' OR FULL PANEL _I EXPANSION JOINT AT BUILDING DETAIL NO SCALE TOP OF CURB ELEV. SEE GRADING PLAN 6" CONC. CURB--,,,,., 2R •' PAVEMENT " OR GRADE 1"R PAVEMENT CONCRETE CURB END TAPER NO SCALE EXPANSION JOINT 4" CONC. SIDEWALK W/ 6x6 - 10/10 WELDED WIRE FABRIC 6x6 - 10/10 WELDED _ WIREFABRIC BROOM FINISH 1 /4" / FT. -III-11 -- - 111-111- I_I I1 I I_I I I_I I _I I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I I I I_I I I_I I I 1 1 1 1 1 11 I�LI I I I I I I I I I I I I I � I I� I I I -III -III -III -III -III -I I =1 11=1 I I I I I i I I I I I i i I 11- _ _ _ = 11�11�1' :`;:,.III=III=ITI=ITI=III illi. iI=IiI - _-_-_- II MITI,,. �� '��.I illi-III-III-III-1i-� 161' -III- I1 -I -BUILDING FACE EXPANSION JOINT 0 BUILDING TOOL BOTH SIDES OF APPLIED JOINT SEALER EXPANSION JOINT 1/2" PERFORATED EXPANSION MATERIAL p ; ' W 1 FLOOR SLAB l' •EXPANSION JOINT TO CONCRETE SLAB W W W GRASS* BOTTOM OF PAVEMENT W W W -1 "RADIUS TOOLED U EXPANSION JOINT DETAIL ❑ 0 o ° CONCRETE SLAB ° -4" GRANULAR o.I NO SCALE CONTROL JOINT -PAVEMENT < ° O O°O ° L o 4" GRANULARCOMPACTED AND WELL BACKFILL III I� (. `.) : DRAINED SUBGRADE 17 M ..' I' 1111�ii�II-1I 1=1I I COMPACTED AND ill-I�I��LII=III_ TURN DOWN SLAB WELL DRAINED 77Ill illi=lir SUBGRADE =11_1 - g^ ONO BELOW GRADE ON OUTER SIDES CONCRETE STOOP DETAIL (ADJACENT TO SIDEWALK) NO SCALE (TYP.) NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. COAT. (TYP.) 05090 COLOR NO.1 SYMBOLNSHALL MEET INDIANAFEDERALSACCES595aSIBILITYLE CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA. ACCESSIBLE PAVEMENT SYMBOL NO SCALE TOOLED CONTRACTION JOINT �� 1/4" WIDE, MIN. 1 1/2" DEPT 1 8" FT. GRANULAR Illlll III III III=III 111111 II 111111 I� . a: •- BACKFILL .'f . COMPACTED SUBGRADE 6" 4" REBAR CONT. AT TOP & BOTTOM 1.) CONTRACTION JOINTS TO BE 11-1 A MINIMUM OF 1 1/2" DEEP I-111-11 III -III ' III -III 2.) SEE CONCRETE WALK SECTION FOR =111-11- LOCATION 11II- LOCATION OF JOINTS. -II-III=11 11iTII111�11113" 3.) FULL DEPTH SEPARATORS ARE NOT - PERMITTED EXCEPT AT EXP. JOINTS. 1 6" SECTION A -A 1/8"-1 1/4" DEEP SAWED FLUSH WITH SURFACE 6x6 - 4/4 WIRE MES d/4 Z 0z y PER ADA -REQUIREMENTS W N � W W W GRASS* 7. W W W -1 "RADIUS TOOLED U w � ❑ 0 o ° CONCRETE SLAB ° m CONTROL JOINT -PAVEMENT < ° O O°O ° L o g o SCALE ° OOQ tna °SIDEWALK WNO -1 SIGNAGE TO MATCH CAMPUS SIGNAGE. CONTRACTOR COORDINATE INSTALL WITH ESSENTIAL SIGNS (O'BRIEN BASSETT) ACCESSIBLE SYMBOL NOTE: ONESIGN MUST HAVE 'VAN ACCESSIBLE" 2" SQ. ALUMINUM POST FINISH AS PER SPECIFICATIONS 8" B" FINISH GRADE EARTHIII 3if . CONCRETE FOOTING (1) LLI U J x Z W of o_ W W m Q N to O N ❑ Do C d M Z no 00 O -q- N Z O U p O N m 0 O H fn ❑ SLOPE CONC. 1" ABOVE & W Q W cl� Y FINISH W/ STEEL TROWEL 0- ❑ ❑ ❑ 0 coro m N ACCESSIBLE PARKING SIGN NO SCALE DETECTABLE WARNING ELEMENTS A PER ADA -REQUIREMENTS W APPLIED ANTI-SPALLING W W W GRASS* COMPOUND W W W -1 "RADIUS TOOLED ROUND EDGE ° 0 o ° ° ° -PAVEMENT < ° O O°O ° g ° OOQ tna °SIDEWALK 0 0 0 °° BLU 6x6-10/10 s °� \ °a° g o o L " j W WELDED WIRE • W p a 0 0 0 -°- ° W SIDEWALKo w w FABRIC ° 000. ° '� ° , ° , V) ° RAMP 0 12:1 (MAX) ° - ° cn 0 0 i2 2-0 WALK 6" ABOVE PAVEMENT PAVEMENT GRADE WALK ® PAVEMENT GRADE A PLAN VIEW NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. SECTION B -B ACCESSIBLE RAMP WITH MULTIPLE ACCESSIBLE STALLS ALONG A WALK DETAIL NO SCALE AXI MUM SPACING OF TRANSVERSE EXPANSION JOINT 50' STOP OF CURB PAVEMENT BOTTOM OF TRANSVERSE EXPANSION CURB JOINTS (TYP.) TRANSVERSE CONTRACTION NOTE: JOINTS (TYP.) WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 50 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING IS 10 FEET ON TANGENTS AND 5 FEET ON RADII. CURB JOINT DETAIL NO SCALE � v o z U vi Q r Q L N al CD r r C r C cn M anw m N X to M LL W \ a 00 J O 3 J J 2ZW I C W G U O1 J ' 0W a W SLI Q 2J! CW G I Lf ' Q U SHEET NO. 0700 G)_ J J L� Y U 0a0 0 Z Q U Z 0 W m U 0_ a E E 0 a (n a a s 0 M U a 0 E J o� N 0 I Y 3 0 !n I 0 �I O z a •o 0 � :2 0 0- U M a In •� r%i 'o a � o Cl N v H 0 O N •o N Z3 v � 3 Q 0 3 N _O E d L v � U 0 oX _ a 4 OT -O •6 S' L !n d m U U m O 0- OT � O W 0) In I 0 0 L � U r C / 0) � m U o+ � a � v U •o / U 01 N C of c v, a C U rn rn o a o v' o a � v J � C O � Z a- 5 v N O U INS 04 O m_0) r, N O O vT� / p � O EN 0000 m 0p G O 0 U o _ QJ E > % ZmaN+ O U / W 0 + 0 J J (7 3' TOP SO COMPACTED BACKFILL 95 D - 7 1/2' CURB AND GUTTER, CONCRETE, TYPE 111 NO SCALE NOTES: INTEGRAL CURB NIH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' 0 DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACXFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS GRADE AS PER PLANS 1.5" H.A.C. SURFACE 2.5" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 � aAa°".o " o a' a�" oR° a°° 0' 4" COMPACTED AGGREGATE #2 I=COMPACTED SUBGRADE REGULAR DUTY ASPHALT PAVEMENT SECTION -TYPICAL NO SCALE BUILDING WALL AND/OR � OVERHANG 5'-0" MIN. OR SEE NOTE #3 1 FRONT SIDE -.:I -- EDGES TO BE SAW'CUT AND CLEAN OF DEBRIS AND LOOSE1.5' HMA SURFACE, 9.5 mm C r n y ASPHALT BEFORE PATCHING 12 CONCRETE I � xira�:.. YRADIUS m Z ao 3/4. A 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON REMOVABLE FLOWABLE FILL c C� ��/�ii%jr�j�/�� 12 Do. Z TO PROTECT TRANSFORMER WHEN EXPOSED TO / QD PLAN VIEW BACKFILLLL n OR OVERHANG, THE MINIMUM DISTANCE SHALL BE Y B- BORROW m - 42 a BEDDING n cn 48 1= � v CURB AND GUTTER, CONCRETE, TYPE 11 ;;a O 1.25x OD+18' D ILI MULTI -USE PATH AND STREET CUT REPAIR DETAIL m O NO SCALE NOTES D Co 1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT-OF-WAY r 1/2 2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL 15 -1/2 3 5/8 3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT. TACK COAT IS TO BE 4 1/2 18 - APPLIED AS SPEanED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 408 4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE, ASPHALT TYPE SHALL MATCH ROAD CLASSIFICATION REQUIREMENTS 1/2 (n .TI ➢ 5.FLOWABLL ALL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213 5' 5 p B. IF PIPE IS PLASTIC OR HOPE: MUNCHING AND INITIAL BACKFILL SHALL BE PER MANUFACTURER'S OR UTIUTY RECOMMENDATIONS (TYP, f8 STONE TO 12' ABOVE c� Z A o TOP OF PIPE). FINAL BACKFILL SHALL BE FLOWABLE FILL UP TO 12' CONCRETE CAP. 3' TOP SO COMPACTED BACKFILL 95 D - 7 1/2' CURB AND GUTTER, CONCRETE, TYPE 111 NO SCALE NOTES: INTEGRAL CURB NIH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' 0 DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACXFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS GRADE AS PER PLANS 1.5" H.A.C. SURFACE 2.5" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 � aAa°".o " o a' a�" oR° a°° 0' 4" COMPACTED AGGREGATE #2 I=COMPACTED SUBGRADE REGULAR DUTY ASPHALT PAVEMENT SECTION -TYPICAL NO SCALE BUILDING WALL AND/OR � OVERHANG 5'-0" MIN. OR SEE NOTE #3 1 FRONT SIDE -.:I -- 24' nTOP C � n y 3' SOL 6' is' >T 4'-0" ABOVE GRADE, SET IN CONCRETE. xira�:.. YRADIUS ➢ Z Z ao 3/4. LOW VOLTAGE 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON 12,600 84 84 48 1 18 9 c C� ..;CLASS; A.:':�..: D=71/Y i/2 TO PROTECT TRANSFORMER WHEN EXPOSED TO -:WNL1RL�iE COMPACTED .ZJ PLAN VIEW BACKFILLLL n OR OVERHANG, THE MINIMUM DISTANCE SHALL BE 1/2 0 z - 42 a 3/4 4 1 n cn 48 1= � v CURB AND GUTTER, CONCRETE, TYPE 11 3/4 4 1 2 3/4 pipe 12 0 60 1I 5 1 2pipe 3/4 ILI NO SCALE m O a 84 - Co NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE - 1/2 3 5/8 1/2 CURE ALL EXPOSED SURFACES 15 -1/2 3 5/8 CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D 4 1/2 18 - DAMPEN SUBGRADE BEFORE PLACING CONCRETE 1/2 4 1/2 CONTROL JOINTS EVERY 5' MAXIMUM ON RADI OTHERWISE EVERY 16 MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFlWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 1/2 4 5/8 5/8 ¢ 3/4 1/2 1/2 5' 5 D O SHALL BE INSTALLED IN ACCORDANCE NTH INGOT STANDARD SPECIFICATIONS. 1/2 5 1/2 30 5/8 4 3/4 1/2 5 1/2 36 0 3/4 3' TOP SO COMPACTED BACKFILL 95 D - 7 1/2' CURB AND GUTTER, CONCRETE, TYPE 111 NO SCALE NOTES: INTEGRAL CURB NIH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' 0 DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACXFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS GRADE AS PER PLANS 1.5" H.A.C. SURFACE 2.5" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 � aAa°".o " o a' a�" oR° a°° 0' 4" COMPACTED AGGREGATE #2 I=COMPACTED SUBGRADE REGULAR DUTY ASPHALT PAVEMENT SECTION -TYPICAL NO SCALE BUILDING WALL AND/OR � OVERHANG 5'-0" MIN. OR SEE NOTE #3 1 FRONT SIDE -.:I -- HIGH VOLTAGE 12" APP ROI. LOCATION 7' CONCRETE FILLED 6" STEEL POST FRONT z OF H.V. BARRIER 4'-0" ABOVE GRADE, SET IN CONCRETE. OF PAD Z SEE NOTE NO. 2. Z ao NOTES: LOW VOLTAGE 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON 12,600 84 84 48 1 18 9 FRONT SIDE OF PAD. PAD BY I.P.L. 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS i/2 TO PROTECT TRANSFORMER WHEN EXPOSED TO 30 VEHICULAR TRAFFIC. PLAN VIEW 3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL ® 36 m OR OVERHANG, THE MINIMUM DISTANCE SHALL BE 1/2" MAX. 6" THICK CONCRETE 10 FEET. 3" MIN. 1 / TRANSFORMER PAD 4•) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT, L GRADE 5. ALL BACKFILL UNDER PAD TO BE THOROUGHLY COMPACTED IN SOLID LAYERS NOT TO EXCEED 6". 6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN PAD MOUNTED TRANSFORMERS. CROSS SECTION 7•) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING ELECTRODE CONDUCTORS SHALL BE CONNECTED AT PAD MOUNTED TRANSFORMER LOCATIONS. 8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 9.1 THE TRANSFORMER SHALL BE READILY ACCESSIBLE 0 ELECTRIC UTILITY COMPANY. STOCK NO. KVA WT. A B C D L M N KVA 1703-506 150-300 5800 175180 144 115 1/2 9 15 19 1/2 150-300 1703-507 1703-507 10,100 84 841441 20 9 15 19 1/2 500-1000 1703-508 1500 12,600 84 84 48 1 18 9 117123 1/2 1500 ALL UIMGINJIUNZ. AKG IN IINUHLJ CONCRETE PAD FOR THREE PHASE TRANSFORMER 150-1500 KVA NO SCALE OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD limits prior to embankment operations. i) This work shall consist of placing concrete curbing on RADIUS 30' MAX RADIUS SIDE PROFILE Apron V -bar No. of H -bar Bolt I "A" Size Size H -bars Size Die. Dim: Inches 18 Inches. Re 'd inches inches Inches 1/2 3 5/8 1/2 5 c 24 5/8 4 3/4 i/2 7 30 5/8 4 3/4 1/2 7 1/2 ® 36 m 3/4 4 1 1/2 10 1/2 - 42 a 3/4 4 1 3/4 I1 48 1= 3/4 4 1 zPi a 3/4 12 p' 54 3/4 4 1 2 3/4 pipe 12 0 60 1I 5 1 2pipe 3/4 14 72 3/4 5 1 2pipe 3/4 14 a 84 3/4 8 1 2pipe 3/4 15 TOP VIEW 12 - 1/2 3 5/8 1/2 4 15 -1/2 3 5/8 1/2 4 1/2 18 - 1/2 4 5/8 1/2 4 1/2 21 0 24 1/2 4 5/8 5/8 ¢ 3/4 1/2 1/2 5' 5 27 5/8 ¢ 3/4 1/2 5 1/2 30 5/8 4 3/4 1/2 5 1/2 36 3/4 4 1 3/4 8 .a 42 3/4 4 1 3/4 6 48 3/4 5 1 3/4 8 e a 54 3/4 5 1 2pipe 3/4 - B 60 3/4 5 11/2 i e 3/4 8 OG 66 3/4 6 1 2pipe 3/4 8 72 3/4 8 1 2pipe 9/4 9 B4 3/4 7 1 2pipe 1 3/4 1 10 90 1 3/4 7 1 zplpe 9/4 1 14 NOTES: accordance with Section 105.03 oil the Standard Specifications. requirements of Section 4C(i) of this policy and the ii)Aggregate Base materials shall be in accordance with 1. BARS & PLATES ARE HOT -ROLLED STEEL. authorized agent of the Engineer. The Engineer shall 2. BARS, PLATES, & PIPIE ARE FINISHED select the construction inspector. WITH 2 COATS OF ALUMINUM PAINT. Section 917 of the Standard Specifications. P iv) The Aggregate Base be handled 3. BOLTS ARE GALVINIZED Section 4C(i) of this policy between April 1 and April 15, transported to, and on, the work site in a manner that minimizes segregation and moisture loss. 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE subgrades and to thicknesses equal or greater than construction inspector and who shall act as an (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE I) The Aggregate Base shall be placed in accordance with vi) The Engineer reserves the right to suspend all REVISED: 1 JAN 2000 Standard Specifications. the Engineer, that prevailing weather conditions and/or STANDARD PLAN APPROVED: 4%4-&* D-12 prior to November 30 in order to allow paving in KEN C. WAZD.HAMILTON COUNTY SURVEYOR . DATE 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this alit may result in non-acceptance of the work or other policy Y P remedies outlined in thisolic . P Y C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)lf any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards nor as discouraging petitions to 9 9 9 appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)AII work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: o)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre -construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at there -construction meeting. P 9 M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0)Llnder 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/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. H)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment I) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the sloe stake limits shall be performed in P accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. CONC. ENCASEMENT 6" MIN. COVER REQ'D CITY OF CARMEL CONCRETE CURB POLICY (2) All spongy and yielding material that does not readily 4)Concrete Curb compact shall be removed from within the slope stake MEASURED AT PROPERTY UNE limits prior to embankment operations. i) This work shall consist of placing concrete curbing on RADIUS 30' MAX RADIUS prepared soil subgrades or Aggregate Bases in limits resulting after clearing, grubbing, scalping and 90' C7 (� CURB - O Standard Specifications prior to embankment GUTTER- 71/2' standards of the applicable City of Carmel Standard 4 Prior to the construction of an embankment the () Y M O 30' MAX MEASURED AT PROPERTY UNE D I be compacted in accordance with Section 203 of the the curbing shall be in accordance with Section 605.02 Standard Specifications. of the Standard Specifications. High early strength (5) Embankments shall be shaped to be well drained and admixtures may be utilized but shall not be considered shall be protected to prevent erosion. < (6) Loose depth of each embankment lift, final ,..CONCRETE::•° ..DRIVE., M work, including but not limited to production, requirements shall be in accordance with Section 203 D r RADIUS .. °'"• CURB PER CITY ORDINANCE C)Soil Subgrades accordance with Section 508 of the Standard i) Subgrades shall be installed on foundations constructed M in accordance with Section 2(A) and Section 2(B) of this �*�• H�- M in accordance with Section 502.10 of the Standard - -� Specifications. - M N M Z approved construction documents shall be completed in d o 30' 30' MAX 30' B)Preparation ii)The subgrade shall be shaped to the required grade and CURB Q CUTLER RAgUS DEPRESSED CURB RADIUS CURB k GUTTER C O PER DETAIL 10-23 of the Standard Specifications just prior to placing the iii) The subgrade shall be uniformly prepared, compacted HMA courses in accordance with Section 2C(v) and and approved in accordance with Sections 207.02, 3D(iii) of this policy. Unacceptable areas shall be COMMERCIAL DRII/EWA YS corrected to the satisfaction of the Engineer before iv) Subgrades shall be inspected and approved by the NO SCALE Engineer before any aggregate base or concrete curbs ii)AII displacement or rutting of the soil subgrade or NOTES: Aggregate Base shall be repaired prior to placing accordance with Section 203.26 of the Standard USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB Specifications. Unacceptable areas shall be corrected to C)Weather and Seasonal Limitations CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8' CONCRETE, 6" COMPACTED AGGREGATE, NO. 53 AND REINFORCED C/) v At the discretion of the Engineer, Sub rade that has g 9 AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. D ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. 1D N Z D PROWDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION N C7 ;;a PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this alit may result in non-acceptance of the work or other policy Y P remedies outlined in thisolic . P Y C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)lf any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards nor as discouraging petitions to 9 9 9 appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)AII work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: o)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre -construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at there -construction meeting. P 9 M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0)Llnder 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/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. H)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment I) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the sloe stake limits shall be performed in P accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. CONC. ENCASEMENT 6" MIN. COVER REQ'D CITY OF CARMEL CONCRETE CURB POLICY (2) All spongy and yielding material that does not readily 4)Concrete Curb compact shall be removed from within the slope stake A)General limits prior to embankment operations. i) This work shall consist of placing concrete curbing on (3) Any pronounced depressions within the slope stake prepared soil subgrades or Aggregate Bases in limits resulting after clearing, grubbing, scalping and accordance with Section 105.03 of the Standard topsoil removal shall be refilled with suitable material Specifications. and compacted in accordance with Section 203 of the ii)Concrete curb shall be constructed on prepared soil Standard Specifications prior to embankment subgrades or Aggregate Bases to the dimensional operations. standards of the applicable City of Carmel Standard 4 Prior to the construction of an embankment the () Y Details or in accordance with the curbing details of the 9 original ground surface within the limits of the slope approved construction documents. stakes shall be leveled and the upper 6 -inches shall iii Materials used in the production of the concrete for be compacted in accordance with Section 203 of the the curbing shall be in accordance with Section 605.02 Standard Specifications. of the Standard Specifications. High early strength (5) Embankments shall be shaped to be well drained and admixtures may be utilized but shall not be considered shall be protected to prevent erosion. in waiving any requirements of this policy. (6) Loose depth of each embankment lift, final iv) Equipment utilized for concrete curbing installation compacted depth, compaction method and compaction work, including but not limited to production, requirements shall be in accordance with Section 203 hauling/delivery, placing, installation, jointing, curing, of the Standard Specifications. finishing and miscellaneous/ancillary activity shall be in C)Soil Subgrades accordance with Section 508 of the Standard i) Subgrades shall be installed on foundations constructed Specifications. in accordance with Section 2(A) and Section 2(B) of this v)Concrete production, mixing and hauling/delivery shall be policy and only after the installation of all utilities and in accordance with Section 502.10 of the Standard subsurface drains indicated on the approved construction Specifications. documents to be located under the pavement are vi) Installation of the concrete curbing indicated on the completed. Trench backfilling work of these installations approved construction documents shall be completed in shall be in accordance with the City of Carmel Trench the same paving season. Backfilling specifications. B)Preparation ii)The subgrade shall be shaped to the required grade and i) The soil subgrade or Aggregate Base shall be subject to sections, free from all ruts, corrugations, or other additional proof rolls in accordance with Section 203.26 irregularities. of the Standard Specifications just prior to placing the iii) The subgrade shall be uniformly prepared, compacted HMA courses in accordance with Section 2C(v) and and approved in accordance with Sections 207.02, 3D(iii) of this policy. Unacceptable areas shall be 207.03 and 207.04 of the Standard Specifications. corrected to the satisfaction of the Engineer before iv) Subgrades shall be inspected and approved by the placement of any concrete curbing. Engineer before any aggregate base or concrete curbs ii)AII displacement or rutting of the soil subgrade or are constructed. A proofroll shall be conducted in Aggregate Base shall be repaired prior to placing accordance with Section 203.26 of the Standard concrete curbing. Specifications. Unacceptable areas shall be corrected to C)Weather and Seasonal Limitations the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. i) Concrete curbing shall only be placed in accordance with v At the discretion of the Engineer, Sub rade that has g 9 Section 502.11 of the Standard Specifications. There shall no provision for installation below the satisfactorily passed a proofroll, but remains uncovered temperatures specified. for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a ii)No mixture shall be placed on a frozen subgrade or measurable rain event prior to placing Aggregate Base or Aggregate Base. concrete curbing, shall be subject to additional proof iii) Under no circumstances shall concrete curb be rolls prior to placement of the Aggregate Base or placed between December 15 and March 30. concrete curbing. iv) If a soil subgrade or Aggregate Base over which 3)Aggregate Bases concrete curb is to placed, is placed and approved by A)General the City prior to November 30, placement of the I) This work shall consist of placing a compacted concrete curb will be allowed up to December 15, A Aggregate Base on a prepared soil subgrade in provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the accordance with Section 105.03 oil the Standard Specifications. requirements of Section 4C(i) of this policy and the ii)Aggregate Base materials shall be in accordance with paving contractor pay for the services of a full time construction inspector and who shall act as an Section 301.02 of the Standard Specifications. iii The Aggregate Base be from authorized agent of the Engineer. The Engineer shall material shall obtained select the construction inspector. a Certified Aggregate Producer in accordance with v)lf the ambient and soil subgrade or Aggregate Base Section 917 of the Standard Specifications. P iv) The Aggregate Base be handled surface temperature complies with the requirements of material shall and Section 4C(i) of this policy between April 1 and April 15, transported to, and on, the work site in a manner that minimizes segregation and moisture loss. concrete curb shall be allowed to be placed on an v)Aggregate Bases shall be constructed on approved soil approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time subgrades and to thicknesses equal or greater than construction inspector and who shall act as an those indicated on the approved construction documents. authorized agent of the Engineer. The Engineer shall B)Tempercture and Seasonal Limitations select the construction inspector. I) The Aggregate Base shall be placed in accordance with vi) The Engineer reserves the right to suspend all the temperature limitations of Section 301.04 of the concrete curb placement operations if, in the opinion of Standard Specifications. the Engineer, that prevailing weather conditions and/or ii)Frozen material shall not be placed. the condition of the Subgrade and/or the Aggregate iii) Aggregate Bases must be placed and pass proof roll Base may result in substandard concrete curb placement, prior to November 30 in order to allow paving in curing and finishing. accordance with Section 4C(iv) of this policy. D)Placement C)Preparation i) Concrete curb shall be placed in accordance with Section I) The prepared soil subgrade shall be free from 502.09, 502.12 and 605.04(c) and 605.04(d) of the objectionable or foreign materials at the time of Standard Specifications. placement. ii)Curb machines may be utilized in accordance with ii)The subgrade shall be subject to additional proof rolls in Section 605.04(h) of the Standard Specifications provided accordance with Section 203.26 of the Standard that the equipment conforms to the requirements of Specifications just prior to placing the Aggregate Base Section 508 of the Standard Specifications. on the subgrade in accordance with Section 2C(v) of iii) Formwork shall comply with the requirements of this policy. Unacceptable areas shall be corrected to the Section 605.04(b) of the Standard Specifications. satisfaction of the Engineer before any Aggregate Base is placed. iv) Forms shall be removed in accordance with Section D)Spreading and Finishing 502.16 and 605.04(b) of the Standard Specifications. I) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. E)Joints i Joints shall conform to the requirements of Section 503 ) q ii)The Aggregate Base shall be compacted in accordance and 605.04(e) of the Standard Specifications. with Section 301.06 of the Standard Specifications. ii)Joints shall be installed at intervals of 10 -feet or less; iii) Concrete curb shall be placed over the Aggregate 5 -foot or less along radii. Joints in integral curb and Base within 14 calendar days. Aggregate Bases that lay sidewalks shall be located at the some location as the exposed for a period of time greater than 14 calendar joints in the adjoining sidewalk. Joints may be sawed or days or experience a measurable rain event prior to the tooled to a minimum depth of %-inch. placement of concrete curb shall be subject to will be subject to inspection per Section 105.10 of the inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. M SEE PLANS FOR INVERTS 8" SAN. PIPE E• PIPE CONNECTION TO EXISTING MANHOLE NO SCALE EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE FLUSH WITH BACK OF CURB INSTALL NON -WOVEN FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREC z 0 N iii) 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 existing construction. In addition to these requirements, expansion joints in q P 1 integral curb and sidewalks shall be located at the some location as the expansion joints 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 605.04(f) of the Standard Specifications. ii)Curing compound ound shall be applied to all exposed PP P surfaces on slip -formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall 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 605.04(g) of the Z N Standard Specifications only after the concrete curbing is 0 Z inspected and accepted by the Engineer in accordance W with Section 5 of this policy. ii)Backfilling operations shall be completed prilor to opening i N GSI the area to regular construction traffic. W X 0 U Z 5)Inspections Q A)AII materials furnished and each part or detail of the work Z W will be subject to inspection per Section 105.10 of the U M p Standard Specifications for the purpose of ascertaining M that the work is in substantial conformance with this policy w 0 Z and the approved construction documents. a N B)The Contractor shall notify the Engineer a minimum of 0 48 -hours in advance of commencing any work subject to O W U the standards established by this policy. N _J C)The Contractor shall schedule proofrolls with the Engineer �j W Z a minimum of 48 -hours in advance of such proofrolls. X CL L, D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including ao ao ao freezing or random cracks. The inspection and all W N necessary repairs shall be completed prior to backfilling QN operations. E)Sampling and testing of materials, equipment or o Deo n construction work may be required at the expense of the Contractor at the discretion of the Engineer for the C purpose of ascertaining that the work is in substantial Z M conformance with this policy and the approved construction documents. Sampling and testing shall conform to the 00 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. N F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, Z O Q m concrete curb shall be cored and tested at the expense of I- ^ - Z O M (n _J m the Contractor. The average thicknesses of the curb must U O equal or exceed the minimum prescribed by the approved construction documents. � O 0 W LU N 0 G)Such inspections shall not be construed to relieve the 0 Q W W Y developers' engineers or contractors in any way from their d V 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 for the means and methods of construction, nor for safety on the job site. ao H)Work identified to not meet the requirements of this n policy or the approved construction documents, � (0 c unacceptable work, whether the result of poor workmanship, use of defective materials, damage through >Z M carelessness, or any other cause found to exist prior to - UQ U the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Ul c Im R lt1 N Contractor's expense. w c CL r n 1) If the Contractor fails to comply forthwith with any order C o- C M made under the provisions of this subsection, the Engineerw is N will have authority to cause unacceptable work to be M . r X remedied or removed and replaced; to cause unauthorized n M LL 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 L Is - Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the immediate instructions provided by the Engineer. 6)Acceptance W A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements in 44 0. are substantial compliance with this policy (except for any variances .4 J granted) and the approved construction documents. 00 B)The Engineer may, at his sole discretion, accept work O that is not in conformance with this policy provided that the work is bonded for a period greater than three years. O The Engineer shall establish the extended bonding requirement. CONCRETE CURB OR CURB & GUTTER UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION PAVEMENT ASPHALT OR COMPACTED AGGREGATE NO. 53 PER TYPICAL SECTION DOUBLE WALL PIPE, PERFORATED HAN Hi -Q, TYPE 4 PIPE OR EQUIVALENT PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER NOTE: PIPE TO BE HANCOR HI -0 OR CITY OF CARMEL STANDARDS STANDARD DRAWING UNDERDRAIN 10-12 I- Z ZW LU 0_ O V! O LU li W WD I- W U SHEET NO. Q /A Z V a J D Z W I- W U C701 d J J L� Y 03 m 0 z Q 0 z D Ld w M n U ry E a E 0) 0 C) Cl - 03 m 0 U 0 0 W E oY a_ N O I Y 0 to I O to lI O 0 z a 0 N 0- U _N N a Ln 'o � O d N O I- Oj N O N 3 vT 3 Q v 3 Z � a v � v 0 oY _ a � C7 -o C 0) S L !n CL m N U T U O 00 a OY o Li � w InI 0 0 L 0) U �C m � U o+ � a � v o 0 U N C CC C vY a C U 0 rn a o v' o n 0 v J � O za0 o E v N O T U INS T0) 0 n (n O O pY� / v rn v EN 000 m N c 0 � 0 0 U � 0 0 E > O) zm_O) > ._ O U !n / 3 Ll 0 0 In J J 0 OFFICE OF THE HAMILTON COUNTY SURVEYOR Pavement Area IDRAWING NOT TO SCALE) L V N.M OF TOPSQ PAVEMENTBECttN VARIES UMII ff SUBCRAGE . MINIMUM COVER SMALL INK BE PEP NOTE 3 OR 6 BAaFu LEGEND BO - OUTSIDE DIAMETER ' IT,DEPTH OF BEDDING - YAIERW. BELOW RPE sPRNGBE IfAJNCHNG GERM OF BEDDING (ft/2) YAIFRIAL BELOW PPE d PyF SEW IT MIN NOTES & M' B SLOUER /' 66' A LARGER V 1. BEOONG AND HAI.NCIWC FOR ALL PCP NSTAtADO1S SNALL BE 05 SICK MEETING THE MATERIAL REOUMEMENTS OF RE N OVI BEDOING SHALL BE PLACED IN ME TRENCH DOTTOU SUCH MAT WIER ME PPE 6 INSTALLED TO GRAN AND LINE, DERE REMAINS A 4' MINIMUM DEPTH OF MA BELOW THE WE BARREL AND A MIA1WY OF r BELOW ME BELL FOR PPE %ES 56' AND LARGER. Me ARNMW DEPTH OF MATERIAL BELOW THE WE BREL SMALL BE 6'. BEODNG SHALL BE PLACED 10 BE LWON AS POSSBIE, BUT SWI BE LOOSELY PLACED UNCOM IID MATERIAL UNDER ME MIDDLE MNO OF THE RPE PRIOR TO "CEMENT 7 ME RPE. IF THE UNDERLYING SOULS OF THE TRENCH BOTTOM ARE SOFT OR YEILONG• THE SOIL SMALL BE UNDERCUT TO RICH A DEPTH THAT WHEN REPAID MM (! STORE N ALL PRODUCEA INFDRuND ASTABLE FOUNDATION ALONG THE ENTRE LENGTH OF THE PPE. NAMNGIING AND MTAL SACKFUL SHALL BE COMPACTED IN B• MRYW LETS TO NOT LESS MAN 90% STANDARD PROCTOR DENSITY FOR ME ENTIRE DEPTH OF INE MATERIAL RACED. ME BACNFLL MALL BE BROUGHT W EVENLY ON BOM SIDES OF THE PIPE FOR ME FULL LENGTH OF OR RPE, HAUNGRNG SHALL EXTEND TO ME SPRNGLRE OF ME PPE. MINIMUM TRENCH NOM SHALL E THE CUTS" DIAMETER OF THE PPE PLUS IF. 2. FINAL BACKFILL FOR ALL REP IN STAL ITGNS WERE V R 5' OR LESS SlAll E B -BORROW FOR STRUCTURE eACOu MEETING ME MATERIAL REQUIREMENTS OF ME NDOT AND SHALL E COMPACTED N 6' MARMIN LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DCNSTY FOR ME ENTRE DEPTH ff THE MATERIAL RACED. RE BACKFILL FOR THE TEP V OF THE EACAVATION BELOW ME START O THEAGGREGATE SUBBASE O ME PAVEMENT SHAM BE p] STONE MEETING THE MATERM REO HEMENT O TIE INGOT AND 91NL BE COMPACTED TO HOT LESS THAN 959 STANDARD PROCTOR OEH91Y MA BACIRL FOR ALL PCP INSTALLATIONS WERE 7' IS GREATER IEA 5' SNAIL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER MAN V IN DIAMETER. FROZEN LOPS OF SGL WOOD, OR OTHER EXTRANEOUS MATERIAL COMPACTED N 12' MAXIMUM UFTS TO NOT LESS MAT SDR STANDARD RROCIDR DENSITY FOR THE ENTRE DEPTH OF THE EXCAVATION. THE FINAL 6 INCHES OF ME EXCAVATION 90JL CONSIST O TOPSOIL 3 THE MINIMUM COVER FROM ME TOP OF THE INSTALLED PAVEMENT TO ME TOP O THE WSTAUUD PIPE SHALL BE THE PAVEMENT YCTDN RRCONESS (ALL aDRWDUS AND AGGREGATE MATERIAL ABOVE THE S BGtAE) PWS 1--0'. BUT (AIDER NO CIRCUMSTANCES SNALL THE COVER ALONG ARY PARI O ME PPE FROM TBE FNA PAKNENT ELEVATDN TO WE TOP OF ME PIPE BE HESS WHAT 25 FET. 4. F EXISTING SUBMAJE HAS TIM UME STASUZED, BADWAll MM B -BORROW LP TO BOTTOM OF UNTREATED COMING SUBGRAE AND FILL TO TOP OF TREATED SABOTAGE WITH LAE SIABAIED SOL 5 THE STANDARDS SHALL APPLY FOR ALL REOLATED GRAIN STOW SEWERS UNLESS THE ENMITY HAVING CONTROL OVER THE MIGHT OF WAY HAS A MORE STRINGENT STANDARD. N WHICH CAA ME ROER STANDARD SMALL APPLY 6. THE MWA I COVER FROM ME RINK OR WE TO ME TOP OF THE RPE SAL BE NOT LESS MAN 2 FEET OUTSIDE DE PAVEMENT AREAS HAMILTON COUNTY SURVEYOR'S OFFICE RCP Bedding and Backfill Standard REVISED: 18 DEC 2008 SMOOTH AND BRUSH FINISHED. STANDARD PLAN APPROVEDMA"'O� D-23 NEMTON C. W�ARDIFAMILTON MONTY SURVEYOR DA OFFICE OF THE HAMILTON COUNTY SURVEYOR F 45' IS CASTING PRAME AND COVER AS SPECIFIED MON-ASPHALTIC MASTIC 10 OR MORE OR BUTYL RUBBER>< SEAL BETWEEN JOINTS.' ,a E NPPHCIRTYF CONCRETE ADJUSTER RINGS IF 24" DIAMETER LEM THAN b' PVC (EITHER ASTM P2241 (SDR 21)) OR .. -... ECCENTRIC CONE OR REDUCER 530 CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO 24 ;;? I•••I MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE 24 STEPS AS SPECIFIED. DUCTILE IRON (CLA85 51 MIN) 3 1/2 6" MINIMUM 2 1/4 NOTE MANHOLE CONFORMS TO ASTM 475 O-RING GASKET NON - 27 ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 4B- pJ�F1gTgR PRECAST AT JOINTS. CONCRETE SECTION 11 PP EPIPEY 0 D H6-' PITH MAXIM U N BENCH WALLS AT MINIMUM /j' PER FOOT SLOPE. BENCH MON-SHIIINK CEMENT GROUT. WALLS TO BE CONSTRUCTED TO SIPPING LINE OF PIPE, NOTE: 27 RTRIIlR11RRS ARF. TO RR GROUTED FULLY.TROWELED 73 SMOOTH AND BRUSH FINISHED. PRECAST BASE4 REINFORCED BAR 0 �CENTER vc -MOVED L O U Y6N O.ITUN • /-�4 MANHOLE BASE SET Q" MIKIMUY ON A" OF "2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" 13 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 1 3 REVISED: / FEB 2002 9 1/2 1 STANDARD PLAN •` APPROVED - D-20 KENTON C. WAR27HAMILTON COUNT SURVEYOR DATE WALL BLOCKING TO PIPE IN OPENING PIPE CLAMP 305 STAINLESS VARIES STEEL FLEXIBLE CONNECTOR KOR-N-SEAL ASSEMBLY NO. S206-46 OR EQUAL KOR-N-SEAL DETAIL NO SCALE THAN 5' MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH EDGE OF PAVEMENT, CURBS REGULAR GUTTER OR SIMILAR STRUCFTURE BACKFILL IN THE PUBLIC RIGHT-OF-WAY 12" (MIN.) �E8 CRUSHED STONE OR APPROVED EQUIV. CLASS I . T. BEDDING MATERIAL HAND _ TAMPED AND WALKED INTO II PLACEMID II IE LEGEND== T ' Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE FINISHED GI SANITARY MIN. I0' -O" MIN. r P__T_ NOTES: I. SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL COPPORI TO INDIANA STATE BOARD OF UATER MAIN HEALTH'S "ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTAIELIMIENTS - WLLETIN SE. 13" 2. WATER MANS SHALL BE LOCATED ON AN UNDISTURBED LEDGE. F "A" IS F 45' IS THEN SANITARY SEWR PSEGMENT SHALL BELE IPE ISS OR MORE 10 OR MORE NO SPECIAL PIPE MATERIAL OR D E GRADE IREQUIREMENES LESS THAN IS" LEM THAN b' PVC (EITHER ASTM P2241 (SDR 21)) OR 2 530 ANSI/AWWA 6900 (OR IS) OR 24 48 7/8 ANSIIAULUA 0905 (OR 21) OR 24 10 1/16 DUCTILE IRON (CLA85 51 MIN) WATER MAIN A JOINT SANITARY SEWER JOINT 1 `C O O T 1 © Q LEGEND 1 RPM TYPE 2 (BLUE) PER INDOT STANDARD DWG E 808-MKRM-11 FIRE HYDRANT NOTES: Q FOR PAVED UNDIVIDED ROAD SURFACES PLACEMENT SHALL BE IN THE CENTER OF THE STREET. Q FOR DIVIDED MULTI -LANE ROAD SURFACES PLACEMENT SHALL BE IN CENTER DIVIDER LANE CLOSEST TO HYDRANT LOCATION. © FOR CUL-DE-SAC APPLICATIONS PLACEMENT SHALL BE AT THE BEGINNING OF THE CUL-DE-SAC CIRCLE IN THE CENTER OF THE STREET. QD FOR INTERSECTION APPLICATIONS PLACEMENT SHALL BE CENTER SURFACE DIVIDER CLOSEST TO HYDRANT LOCATION IN EITHER TRAVEL DIRECTION. CITY OF CARMEL STANDARDS STANDARD DRAWING FIRE HYDRANT MARKER PLACEMENT 10-41 EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY "B" BORROW OR EQUIV. _ GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY LEGENDll11 ll nll'rlijj1T } Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE 9" DIA. J 3 Y12" C TO C OUT 1 MAX. SPACING o w 1 1/2"R Yumd J PLAN VIEW 3 SECTION Y -Y TONGUSECTION GROOVE D END ON INLET DENTIEND ON OUTLET NG 4.1 Fl<< StOpf C( S4Opf CONCRETE END D PIPE a C B= D -C CULVERT 3 COMPUTED LENGTH OF CULVERT_I d c PAY LENGTH OF CULVERT � ¢ A a END SECTION _-9.1 LENGTH (D) 3 0l SLOPE DETAIL iv 12"C"C. TO C. CA-MAX.SPACING I 3/4"02" HOOK GROOVE (OR TONGUE) TO BOLTS GALV. BE THE SAME AS ON HOOK STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 o LONGITUDINAL SECTION N GLASS ",A" CONCREf.E E+2T F 1 SECTION A -A DIA. WALL WT. SEC. A B C D E R-1 R-2 SKIRT 12 2 530 4 24 48 7/8 72 7/8 24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 46 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 1 3 1 1520 9 1/2 1 43 1/2 30 1 73 1/2 48 16 11/16 1 14 4 1/2 27 3 1/4 1930 10 1/2 48 25 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1 2 2190 12 54 19-73-74-- -73-374-- 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1 2 36 4 4100 137 63 34 3-/-4- -97-374-- 72 24 1 Tl6 20 5 1 2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 1 28 1/8 22 5 3/4 54 1 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 1 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 1 24 7 1/4 72 7 12520 34 78 21 99 108 385 8 24 7 3/4 78 7 1/2 14430 24 78 21 99 114 41 15 16 24 8 1 2 84 8 16350 24 78 21 99 120 44 13/16 1 24 9 NOTES: *TOLERANCE 1t CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0 IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NO SCALE "AFF A " 6" MIN. (TYp•) gCLASS "A" CONCRETE REQ'D. - --- -.r. F'6r-2._0. 2.5 5' LENGTH "4 BARS NAF) N 24" TO BE USED WHEN CLEARANCE BETWEEN PIPES IS 12" OR LESS, OR WHERE NOTED ON DRAWING. #4 BARS- T (TY P.) 2"TYP. SECTION "A - A" PIPE CROSSING ENCASEMENT DETAIL NO SCALE New Pipe Sha// Be Existing WOfer Main /nsta))ed Undev DJe Tapping S/eeve Existing Water Main s Trepan aero;i For Backfill Requirements 0 Valve New WOter Main ✓arils Tee Bend As Regoirea VOriea Note.' All Joints Shaii Be Restrained Except Run Of T , PLAN NOT - 1) MagaWg DOnges shall by Vaed far oil mechanical )dnts. 2) Bellnd ePieces Of Olt. 4 ft. and small. shall be consider i acro,, and shall netbe installed Fnle e,Vt- 12" Min. Existing Water Main ft ter Main Bed P,qe in Specified Gronalor Beddbg Mot®nal Hand Tamped In 6" LO)ars TO PIPW Centerf/ne Bedd'ng Materia/ ShWI Conform 7o INGOT 90J 02, 5i ND. 6 SECTION 81 IT p Gi CC CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL w o z Lx. N.eh 2001 Sade: Noi To Scale DrOJoneBSY& Henry prawin9 Name: CWS Q 0 Eaamaars, ma. F'6r-2._0. 2.5 1.5 H6"OUTLET WI OU LET N 24" PIPE .•'fi"� PIPE •` SEE PLANS FOR O CASTING TYPE 6.5 6" I z 24 CASTING TYPE t 24" to 3 > 2.0 w 14.0 20.0 11.0 5.5 3.0 NOTE: 6" CONC. PRECAST OR POURED IN PLACE 14.0 INLET TYPE "A" N O (TYPICAL) POURED IN PLACE w INLET TYPE "J" SCALE NO SCALE O 31.5 44.5 24.0 12.5 n 20" U LET !' 54.5 o z 3 Q IT p Gi CC CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL w o z Lx. N.eh 2001 Sade: Noi To Scale DrOJoneBSY& Henry prawin9 Name: CWS Q 0 Eaamaars, ma. HYDRANT SHALL BE PAINTED RED HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTILITY SPECIFICATIONS "L" MIN. OR AS REQUIRED BYI WATER UTILITY F'6r-2._0. 2.5 1.5 H6"OUTLET WI OU LET N 24" PIPE .•'fi"� PIPE •` SEE PLANS FOR •; ..,...•y CASTING TYPE 6.5 6" I SEE PLANS FOR 24 CASTING TYPE t 24" w 3 > 2.0 M Q 14.0 20.0 11.0 5.5 3.0 NOTE: 6" CONC. PRECAST OR POURED IN PLACE 14.0 INLET TYPE "A" NOTE: 6" CONC. PRECAST OR (TYPICAL) POURED IN PLACE N INLET TYPE "J" SCALE NO SCALE (12" T TO 18" PIPES) HYDRANT SHALL BE PAINTED RED HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTILITY SPECIFICATIONS "L" MIN. OR AS REQUIRED BYI WATER UTILITY ] I IQ 0 NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "M" NO SCALE \-CONC. COLLAR IF NOT IN PAVED AREA C-1 VALVE BOX 6" GATE VALVE MAIN CONC. BLOCK - DRAIN CONC. PAD NOTE: FIRE HYDRANT SHALL BE SET A 6" HYD. BRANCH MINIMUM OF 6' FROM ALL DRIVEWAY OPENINGS FIRE HYDRANT ASSEMBLY NO SCALE (SEE BELOW) MAIN DIMENSION LINE (MINIMUM) 6 35 8 36 12 39 i6 42 FORMED CONCRETE FORMED BLOCKINGCONCRETE _III -1 u= BLOCKING IT ll. P IT -r + 111 - + L FORMED CONCRETE BLOCKING AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING TEE 8 90' 45' 22 1 2' SIZE PLUG BEND BEND BEN BENb 4" 2.0 2.5 1.5 1.0 LLIL/) U � Q z 5.5 3.0 1.5 1.0 8" 6.5 IyI � w (L LlL 1.5 Lu 10.0 14.0 7.5 4.0 2.0 m 14.0 20.0 11.0 5.5 3.0 14"19.0 27.0 14.0 Q 4.0 16" 25.0 N O N 5.0 18 31.5 44.5 24.0 12.5 n 20" U LET !' 54.5 29.5 15.0 7.5 Go 55.5 78.5 O 22.0 11.0 30 86.5 M 66.0 IPE 17.0 z 124.0 175.5 95.0 48.0 24.5 42" 168.0 237.0 128.5 65.5 33.0 O � N PLANS FOR cy) z M ING TYPE („) ^ p O N m Lu �~ 0 w O N o ] I IQ 0 NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "M" NO SCALE \-CONC. COLLAR IF NOT IN PAVED AREA C-1 VALVE BOX 6" GATE VALVE MAIN CONC. BLOCK - DRAIN CONC. PAD NOTE: FIRE HYDRANT SHALL BE SET A 6" HYD. BRANCH MINIMUM OF 6' FROM ALL DRIVEWAY OPENINGS FIRE HYDRANT ASSEMBLY NO SCALE (SEE BELOW) MAIN DIMENSION LINE (MINIMUM) 6 35 8 36 12 39 i6 42 FORMED CONCRETE FORMED BLOCKINGCONCRETE _III -1 u= BLOCKING IT ll. P IT -r + 111 - + L FORMED CONCRETE BLOCKING AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING TEE 8 90' 45' 22 1 2' SIZE PLUG BEND BEND BEN BENb 4" 2.0 2.5 1.5 1.0 1.0 6" 4.0 5.5 3.0 1.5 1.0 8" 6.5 9.0 5.0 2.5 1.5 10" 10.0 14.0 7.5 4.0 2.0 12" 14.0 20.0 11.0 5.5 3.0 14"19.0 27.0 14.0 7.5 4.0 16" 25.0 35.0 19.0 10.0 5.0 18 31.5 44.5 24.0 12.5 6.5 20" 38.0 54.5 29.5 15.0 7.5 24" 55.5 78.5 42.5 22.0 11.0 30 86.5 122.0 66.0 34.0 17.0 36" 124.0 175.5 95.0 48.0 24.5 42" 168.0 237.0 128.5 65.5 33.0 TYPICAL THRUST BLOCKING DETAILS NO SCALE CID T h ca C4 "T o 0) z CID U V1 CD r R o T i 0 N d CD Q r 1- Q R T M IFAto w R N X h fn M LL a W � a 00 J O 3 SHEET NO. 0702 61 a_ J J LL 1' U Q 03 0 Z Q U Z 0 O W M IL U iiE _o E oT a ViO O CL 0 .9- 0- 6 a s O 03 U CL0 0 0 E J 0 a_ N O 1 `L 3 0 N I It O cD 1I O 0 Z 6 .o N 0 7 C :2 0) 0- U 0 N rn a In Fri 0 N Ib 0 O CL N 0 H Oi O N 0 N :2 O 0T 0) O Q 0 3 Q) N O E 0- 0 c U 0 OT - a 4 6 U C p) S L in Cl-° M O a U O U m o 0- O4 SM 9; 3 o 7H- W N 0 0 1 0 O -C It U�C DO 0 - OT� a 0 o % 0 .> OTN C 0 of c a_ O C U (n �;0 Q O 0 0 a O 0 J C O 2 :2 ZZ a 5 � 14- O _ 0 NO) U N •0 N - O 00 Q) It Tri O CA O 0�/ 0 0) 0 EN DO F, 0 - c O O O) O) rn U -o N 6-° O -cp >, Z 03 N -0-a 0 a) •- O U j (n W O. 0 T / J J (7 CITY OF CARMEL COVER AND BACKFILL POLICY Storm Sewers Under Pavement. Sidewalk. Paved areas and within Right -of -Way Bedding and Haunching: Bedding and haunching for all reinforced concrete pipe installations shall be #8 stone meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3 -inches below the bell. For pipe sizes 66 -inches and larger, the minimum depth of material below the pipe barrel shall be 6 -inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. If the underlying soils of the trench bottom are soft or yielding, the soil shall be undercut to such a depth that when repaired with #2 stone it will produce a uniform and stable foundation along the entire length of the pipe. Haunching shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18 -inches. Final Backfill: Final backfill for all reinforced concrete pipe installations under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right-of-way shall be B -Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6 -inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all reinforced concrete pipe installations greater than 5 -feet from pavement, sidewalk, other paved areas or the limit of City right-of-way shall be clean fill material free of rocks larger than 6 -inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. The final 6 -inches of the excavation shall consist of topsoil. Water and Sewer Under Pavement. Sidewalk. Paved areas and within Right -of -Way Bedding, Haunching, Initial Backfill: Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill: Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right-of-way shall be B -Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6 -inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. Minimum Cover for Pipe Crossings within City Right -of -Way For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. ALL SEWER PIPING SWILL BE TESTED IN ACCORDANCE WITH INDIANA CODE AID IDEM REGULATION& Ask PIEl91E ACCEPTANCE IM Il CCNT64CTOR 6Hµ1 PEf3ORM AI AIR PRESSAE REST ON ALL GRAVRT eeLER PIPE N AYFAI®ANCE WITH A6m F-1411 SPECPKATIONS 3) TE CONTRACTOR SHALL NRIIBH ALL EGIlR ,, MATERIAE, LAB K A GIeJIbT T REST W ER OCals-nON OF CIN PERSONAL. 31 TEST MEnIOD. A LCW RESaJRE AIR TEST METIIW 6Hµ1 BE TIE _ FTES6JRE DROP METHOD. THE FfES_ LLSED N TE TEST _ EE THE.TOTED FRESSJRE GREATER - THE AVFW E -PsuM GFAVY GA lV SIAM LHOvE 1HE PIPE 1 TFE iE4llla�D CCR Re PREaaI1FE `THE TEST a cr. TO DROP 10 WIE O I_ � MEAN c ASIC A STOP WATCH. P TIE TIE Ex EDS TE Tell DETErd1NED F1YRI A6m F-Hn THE SECTION FA LS. F4= MAN LWAde TESTS I) CGJTRAC MALL KRMSH AL EalIP1ENT. LABOR AND HATERAILS NECE65ART POR THE R1 STATIC PIE85URE AND LEg4Y$ TEST ON ALL MANS DDER TTE BePERN 1 W CITY PEAL 111E6T6 PIEe6UFE SHALL M 1e0 PSI CR Baa 6 NOFMAL PIPE OPERATN's PIEe611E, BTICH EVER a GREATER 31 LEAKAGE TEST PREBalyd6 a4VAl NOT. LESS THAI RHE MIAXII'tAM OPERITNG PfBaWFE LF THE PIPE. THE DORATION CF THE I.- TEST SHALL NOT BE LE6e _ TLLO IIaR6. a muni a LEAUY£ SHALL NOT EXCEED 9 s_ GF PIPE DIµETER PER MLLE DF PIPE N 2N. Pate ¢NT wPNe. PIIS V VERIKAL RNG DERECTION - EEFOIE.NAL ACCEPTANCE 6 SS ER LRES, ALLSECTIONS OF SELLER FINE &INCHES Alb LARsiR SPECP® DIAMETER BILL M IEAAPED FOR w ICA1 RNr p LELTON BY TE rfJN1RN.TOR µ1D WnNE P BT THE Gln. MAXMH DERECTION a R N11 LOAD aHA.L NOT EXCEED 5a OF TE AEm DESIGNATED AAE NBDE DIAMETER AS p1nnSR11Nm BY 14E LABORATORY COR TIE ePEOPED PIPING. 2)FAIL -N D A PIPE EI TE ALLOUTABLE DEFLEC"QK THE CONTPA M SHALL TEPLACE TIDSE PIPES AND RETEST TAE SECTIGI TESTING SHALL BE GO -NO-GO RLL THROIBII GAGES 6 A TYPE AFRmvED BY TE CITY. A RETµ OR 31 EaIRBJI. PLAS- Gµ YANG RNaa 6 DIAMETER ,_ TO %S OF THE SF5.1m AYE .SIDE PIPE.1µ 1ER SLAW_ SE WITH EACH � 4) TIE CONTWACTOR SHALL RRNNA TESTING Ernlmrffia AND FsOxO NEL AND FEFPORI THE IWOUSED TESTS. TESTS Tun EE U-1) eY GIT Medic a1 51 USE Q MEGIANILdL PALING DEVICE$16 NOT PERMITTED. 61 DffLE-TESTING -L NDT BE PBSORID UNTIL THE Ca'R- AND ACCEPTED TFe)ICH BAC15W. HA6 BFJN .-AT LEAST e. DAYS. SEWER PIPE 1) ALL SELLER PIPE SHALL BE PVC PIPE MIN. SDR 35 2) FOR PIPE B -INCHES DIAMETER AND SMALLER PIPE, FmNGs, AND JOINTING SYSTEMS SHALL COWIOR'I TO ASTM D-3034 EXCEPT THAT THE STANDARD DIMENSION RATIO OF THE aTSIDE DIAMETER OP THE PIPE TO WALL THICKNESS SHALL NOT EXCEED 35. 3) FOR FIFE 18 -INCHES DIAMETER AND LARGER PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F-619 WITH A T -I WALL THICIOESS 4) JONT SYSTEM5 SHALL INE ELASTOEIRC SEAL (GASKET) TYPE. SEALS SHALL cO,+cR 1 TO AS1M F-411 REWIRETETITS, JOINT MATERIALS AND TESTING SHALL CG ORM TO ASTM D-3212 REQUIREMENTS, 5) ALL SERVICE CONNECTIONS SHALL BE MADE WSNG A WYE AND A BEND. TEES SHALL BE USED ONLY AS DIRECTED BY THE CITY. TEES AND SITES SHALL BE DIE CAST OR FACTORY FABRICATED. ALL SERVICE PIPE SHALL BE SDR 35. 6) CQTdECnONS TO EXISTIIY PIPNG SHALL ISE MADE USN, FLEXIBLE RERFORCED 'NO -SHEAR REPAIR COUPLINGS BY FEROO OR EQUAL. CITY OF CARMEL PAVING POLICY 1)General DO A)The work subject to the requirements of this policy shall include the C) Soil Subgrades production, hauling/delivery, spreading, finishing, compaction and i) Subgrades shall be installed on foundations constructed in other work necessary to prepare foundations, install aggregate bases accordance with Section 2(A) and Section 2(B) of this and install one or more courses of base, intermediate, or surface policy and only the installation of all utilities and hot mix asphalt mixtures within existing or proposed right-of-way subsurface drains indicated on the approved construction for roadways, auxiliarylanes and asphalt multi -use paths. documents to be located under theP avement are B This lit shall be the basis for tante of the work b the )City. completed. Trench backfilling work of these installations P 9 irem Failure to adhere to the requirements of this policy may result shall be in accordance with the City of Carmel Trench in non-acceptance of the work or other remedies outlined in this Backfilling specifications. policy. ii)The subgrade shall be shaped to the required grade and C) Workmanship, materials and quality of the work completed shall sections, free from all ruts, corrugations, or other conform to the 2006 Standard Specifications of the Indiana irregularities. Deportment of Transportation (hereinafter referred to as Standard iii) The subgrade shall be uniformly prepared, compacted Specifications), except where deviations are allowed herein, or and approved in accordance with Sections 207.02, 207.03 variances aro granted. and 207.04 of the Standard Specifications. D)Whero the minimum standards of any other governmental agency iv) Subgrades shall be inspected and approved by the having concurrent jurisdiction exceed these standards, the higher Engineer before any aggregate base or hot mix asphalt standards shall apply. pavements are constructed. A proofroll shall be conducted Mi dimdion Wean sae imaaxtititr predWeA DETAIL OF RAMP GROOVES in accordance with Section 203.26 of the Standard E)lf any plan or other note or specification on the approved Specifications. Unacceptable areas shall be corrected to construction documents exceeds the minimum standards of this the satisfaction of the Engineer before any aggregate base policy, the higher standards shall apply. or hot mix asphalt paving operations commence. F)Nothing contained herein shall be construed as prohibiting the v)At the discretion of the Engineer, Subgrade that has design and construction of improvements meeting higher standards, satisfactorily passed a proofroll, but remains uncovered for nor as discouraging petitions to appropriate governing bodies for a period of 14 calendar days prior to placing stone or is variances for alternatives which can be supported by advances in subject to a measurable rain event prior to placing stone, technology and are approved by other agencies with concurrent shall be subject to additional proof rolls prior to jurisdiction. placement of the Aggregate Base. G) All work shall comply with the requirements of Section 105.03 of D)Existing Pavement the Standard Specifications. i) Milling of existing pavement surfaces shall be in H) For the purposes of this policy, where the term Engineer is used in accordance with Section 306.02, 306.03, 306.05, 306.07 this policy and the Standard Specifications, it shall mean: and 306.08 of the Standard Specifications. a)The Carmel City Engineer, staff of the Department of ii)Locolized weak areas of the existing pavement section Engineering, other personnel employed by the City of Carmel, or uncovered during the milling process shall be repaired in authorized agent(s) that may be retained to represent the City of accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. Carmel. REINFORCED CONCRETE b)The Hamilton County Highway Engineer, staff of the Hamilton iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust County Highway Department, other personnel employed by Hamilton resulting from the operation. County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. iv) Milled areas that remain open to traffic longer than I Authorityof the Engineer over the work shall be per Section 105.01 9 P those times stipulated in Section 306.05 of the Standard shall I be subject liquidated damages of the Standard Specifications. do outlined in Section 306.05 of the Standard Specifications. h J)Prior to commencing the work, the Contractor performing the work The Contractor shall be responsible for payment of these shall contact the Engineer to schedule a pre -construction meeting to liquidated damages. review the Engineers construction requirements, staff notification 3)Aggregote Bases requirements, required inspections for certain stages of the work and A)Generol to review the authority of the Engineer as it relates to the work. 1 K)CUnder no circumstances shall work subject to the standards I) This work shall consist of placing a compacted aggregate established by this policy commence without obtaining approved on a prepared soil subgrade in accordance with Section construction drawings by the City of Carmel Department of 105.03 of the Standard Specifications. Engineering. ii)Aggregate Bose materials shall be in accordance with 2)Foundotion Section 301.02 of the Standard Specifications. A)General iii The material shall be obtained from a Certified Aggregate 2 Producer in accordance with Section 917 of the I) This work shall consist of the construction/preporotion of the Standard Specifications. foundation in accordance with Section 105.03 of the Standard iv) The Aggregate Base material shall be handled and Specifications. P transported to, and on, the work site in a manner that B)Excovotion and Embankment minimizes segregation and moisture loss. i) Prior to beginning excavation and embankment operations, all v re ate Bases shall be constructed on prepared JOSS g P P necessary clearing, grubbing, scalping and topsoil stripping and renter than or equal k ano thicknesses a d t thi foundationsq g subsequent backfilling for removed items within the slope stake those indicated on the approved construction documents. limits shall be performed in accordance with Section 201.03 and B)Temperature and Seasonal Limitations 201.04 of the Standard Specifications. NI topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed i) The Aggregate Base shall be placed in accordance with within the limits of the slope stakes. the temperature limitations of Section 301.04 of the Standard Specifications. ii)Excavations (1) After excavation operations, all spongy and yielding material ii)Frozen material shall not be placed. that does not readily compact shall be removed from within the iii Aggregate Bases must be laced and ss roof roll ) A99 9 P Da D slope stake limits and the resulting void shall be refilled with prior to November 30 in order to allow paving in suitable material and compacted in accordance with Section 203 accordance with Section 4C(iv) of this policy. of the Standard Specifications. C) Preparation (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable i) The prepared foundation shall be free from objectionable material and compacted in accordance with Section 203 of the or foreign materials at the time of placement. Standard Specifications. P ii)The subgrade shall be subject to additional proof Colla in iii) Embankments accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on 1 Embankments shall be constructed in accordance with Section () the v subgrade in accordance with Section 2C 9 () of this 203 of the Standard Specifications. policy. Unacceptable areas shall be corrected to the (2) All spongy and yielding material that does not readily compact satisfaction of the Engineer before any Aggregate Base is shall be removed from within the slope stake limits prior to Placed. embankment operations. D)Spreading and Finishing (3) Any pronounced depressions within the slope stake limits i) The Aggregate Base shall be spread in accordance with resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in Section 301.05 of the Standard Specifications. accordance with Section 203 of the Standard Specifications prior ii)The Aggregate Base shall be compacted in accordance to embankment operations. with Section 301.06 of the Standard Specifications. (4) Prior to the construction of any embankment, the original iii) Subsequent paving courses shall be placed over the ground surface within the limits of the slope stakes shall be Aggregate Base within 14 calendar days. Aggregate Bases leveled and the upper 6 -inches shall be compacted in that lay exposed for a period of time greater than 14 accordance with Section 203 of the Standard Specifications. calendar days or experience a measurable rain event prior (5) Embankments shall be shaped to be well drained and shall be to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At protected to prevent erosion. the discretion of the Engineer, additional proof rolls may (6) Loose depth of each embankment lift, final compacted depth, be required. compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. 4)Aspholt Pavement A)General i) This work shall consist of placing one or more courses of base intermediate or surface hot mix as halt P (HMA) mixtures on are ared foundation in accordance with P P Section 105.03 of the Standard Specifications. ii HMA base intermediate or surface mixtures shall be constructed onre ared foundations and to thicknesses P P equal or greater than those indicated on the approved construction documents. iii) 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)lnstallation 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 adjacent 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 Specifications. B)Preparation I) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving P avin operations commence. ii)AII displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) 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 Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance 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 409.03(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 laced is 45'F TC or above. The Engineer shall determine P ( ) 9 the ambient temperature. Thera 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. iii Under no circumstances shall HMA mixtures beP laced 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 pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)lf the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The 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 Aggregate Base may result in substandard HMA placement, spreading and finishing. D)Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii Se re ation or flushing or bleeding of HMA mixtures will 9 9 9 9 not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) 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 dirt, or is in any way defective shall be removed and replaced. E)Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F)Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, crocking, or shoving. 5)Inspections A)AII materials furnished 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 shall 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 am lin and testing of materials equipment or )5 P 9 9 construction work may Q P be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses 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 theP avement section indicated on the approved construction documents. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in an from their P 9 Y way 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 for 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 an other cause 9 9 Y found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) 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. I Work done contra to instructions provided b the Engineer contrary P Y 9 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 any phase of construction, 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 may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. MANHOLE FRAME AND COVER DO GENERAL NOTES: `` ` 8.33%.5%=13.33%>11% II ; ,CSP) e.33 %nTeplRrpn NEENAH R -1642A, OR EQUAL FOR (110 5 %makrou- 1 mernhel era basad on ll 8 in. alb O WATERTIGHT INSTALLATIONS N heWtd. TrMn' #loll be propOrEoneJty aCTlemd NEENAH R -1916-F, OR EQUAL for Dthercurbheighla. Ptewde r -o' l"I r Z O � Plovido WlD as ® Wy pmdudw-.&.cbbn alpa4ebdiflaronce requhed. kda be N m m the n,. Tureede 77% may morolitic rMfi to ft YAM Such width maybe U U LU n BUTYL IFUBBER COATING WITH .,d o . ITIn deaamed m e minMum o13'-0. CHANGE OF GRADE DE ~yL7c _____ O3 The botmm edge of V. curb ramp Shall a PLASTIC WRAP COVER flush with the edpe of adiacent Pe-ni, "�� Y Y Y ' and putter line. TOOLEA %�/P>(i/nJl(n3 0.3 f Y T PROVIDE MANHOLE STEPS a 16"t W hausmermrlun slopsof5pM m Cry E(.C7v1 CSN% a C/C IF REQUIRED BY UTILITY Mi dimdion Wean sae imaaxtititr predWeA DETAIL OF RAMP GROOVES 0 0 j ENGINEER u ex -150:1, DatodRble wmTlnp elMneN1. v SET BARREL JOINTS WITH SIDEWALK 5 Sam 12: Itaim Fnfeaek3 1 radudea 5 dy mrrtructionm v �� O RUBBER TYPE GASKET EQUAL TO da -..d m 3'-0 m' ffA4EA PAVEMFM m, ASTM C-443 AND ON DOUBLE Nope of tlla arrb ramp may be ameperled m may e S eepene ROW OF 1/2" KENT SEAL OR a ma)anlen of 10: 1 for S tudd. n6 in, nee. b t.. E h preformed loim Mer SINGLE ROUT OF V KENT SEAL TYPE I - 4'-0" DIA. F 8" / SMALLS ' SEWERS lot': REINFORCED CONCRETE of bawl. TYPE II - 5'-0" DIA. MANHOLE SECTIONS FOR SEDER 21" / 30" ASTM C418 PAVEMENT ENTIRE EXTERIOR OF MANHOLE S. A4&1x od-ante in 91ada between the loaae I, TO BE SPRAYED WITHI than!/%. UhbnotpacW®tarOwide Combuclion of orb if SIDEWALK CURB RAMPS Ravel snip Shea be plovlaaa. sea Rema EkE1aT, GENERAL NOTES 8 DETAILS BITUMINOUS COATING ___L 1 BUTYL RUBBER COATING WITH ry CLASS "A„1. PLASTIC WRAP COVER AT JOINTS CONC. FILL .i FOR PRECAST INVERTS PROVIDE -QREGToN or- CURB 2 I" APPROX. OPENING BETWEEN .CRoa9 Pc4flwA( PAR: L PIPE AND CHANNEL CONCRETE v 1 -IR" MIN. FINISHED PAVEMENT CEMENT MORTAR CONCRETE ADJUSTING RINGS 8" MIN, 12" MAX KENT SEAL OR EQUAL BETUEEN ADJUSTING RINGS _�- REINFORCED CONCRETE ECCENTRIC CONE TOP ASTM C418 N=5- 1. OTE&I. LIFT HOLES SHALL BE FILLED IN WITH NON -SHRINK MORTAR 2. V-0" DIA. MANHOLES REQUIRE TRANSITION SECTIONS AT PENETRATION BED BASE SECTION IN 4" (MIND y, . � CLASS "B"GONG. O,v: R ,,, COMPACTED GRANULAR BEDDING MATERIAL, CONFORMING TO INDOT 90382, SIZE NO, 8 -----�... NEENAH R -1912 -AL OR EAST JORDAN V-1601-1 WITH SEWER ON CASTING 36"X36"X6" CONCRETE APRCN WITH FIBEIZ'IESH REINFORCEMENT � IFOR USE WITH HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING. 2. CONCRETE APRON AND CASTING SHALL BE INSTALLED 80 THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 5'-0" PRECAST BASE SECTION ASTM C4T8 WATERTIGHT PLEXIBLE JOINTS SHALL BE RES -SEAL (PRICE BROS.), LOCK JOINT (INTERPACE CO.), KOR-N-SEAL (U.S. CONC. PIPE), OR EQUAL. MIN. I" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING FINAL GRADE �, iI '0 '_ TRACER WIRE s- 6" PVC PIPE 5 (6"X6"X6')TEE-WYE '6" SEINER LATERAL Zf- '6 STONE BELOW CONCRETE APRON TO PREVENT SETTLING EXTEND TO UNDISTURBED EARTH IL IS PAVEMENT a W . ',.' ` /�••• I~�� 0: < ;_ `. / � AFPRODEXC EXCAVATED M ATE RI ALt-SLEC1EXGAVATEDMATER ALR SPECIAL' VE .BACIffILLHANDTAMPED IN 6" LAYERS . .% UNLESS OTHERWISE DIRECTED NOTE: SELECT EXCAVATED MATERIAL OR SPECIAL BACKFILL SHALL BE PLACED UNDER ALL PAVEMENTS AND WITHIN 114E LIMITS SHOWN ABOVE. 2. SPECIAL BACKFILL SHALL CONFORM TO INDOT 21182b. 3. SELECT EXCAVATED MATERIAL SHALL BE APPROVED BY ENGINEER 1A PRE -CAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING 60 K NNCW_ � W BUTYL 1RU55ER I COATING WITH KENT SEAL PLASTIC WRAP M& COVER R15ER RING THICIl ESS 4" - 12" JOINT DETAIL 30 IV OD. OUTSIDE DIA. 34" OR 36' i L 24. OD. � IA4"'TYP. i_ •4"-12" .F I .. 1:.... T 30 k" OD. V m-Ma"rmel Utilities .. ADJUSTING RING 8ECTM STANDARD DETAILS DETAIL DATE6eptemas 2012 SCALE Not To Scale 00. BY. -I--- --- ORARNG CES] I I NOTE: I I I STREAMLINE ALL CHANNELS I I USING CLASS 'A' CONCRETE I I I - - I , j: \ _ ( Low T____ � ... �� I .. , ". : _J - - --- ._J-- 1 ORIENT M.H. SECTIONS TO PLACE STEPS ABOVE CHANNEL UNLESS OTHERWISE DIRECTED ¶ mh.Carmel Utilities TYPICAL BENCHWALL STANDARD DETAILS DETAIL DATE: . cl 4017 SCALE Nat To Stole ORAWJ BY. =p�T and"- aA Z O fn W w LLI h a a O Z 81 H Z W M N 2 CES Z 9 U M 0 MZ W OU 0 CIL (n 0 0 N LLI U J X a L, a0 aD aD 11 �, I- 00 EO N DO 1`1 a DO GENERAL NOTES: `` ` 8.33%.5%=13.33%>11% II ; ,CSP) e.33 %nTeplRrpn (110 5 %makrou- 1 mernhel era basad on ll 8 in. alb O O � N heWtd. TrMn' #loll be propOrEoneJty aCTlemd for Dthercurbheighla. Ptewde r -o' l"I r Z O � Plovido WlD as ® Wy pmdudw-.&.cbbn alpa4ebdiflaronce requhed. kda be N m m the n,. Tureede 77% may morolitic rMfi to ft YAM Such width maybe U U LU n O .,d o . ITIn deaamed m e minMum o13'-0. CHANGE OF GRADE DE ~yL7c O3 The botmm edge of V. curb ramp Shall a O flush with the edpe of adiacent Pe-ni, "�� Y Y Y and putter line. TOOLEA %�/P>(i/nJl(n3 0.3 f Y O Lending areaeatmaEDPofalbramp." DFT'EC-'r,4 SLE WARNIN& o Q W hausmermrlun slopsof5pM m Cry E(.C7v1 CSN% a o Mi dimdion Wean sae imaaxtititr predWeA DETAIL OF RAMP GROOVES 0 0 alandelg Napo direction, the 0150: 1 in any �tlar 02opa m 0s arh ince pelpaw an.a nct ex -150:1, DatodRble wmTlnp elMneN1. SIDEWALK 5 Sam 12: Itaim Fnfeaek3 1 radudea 5 dy mrrtructionm v �� O ttIe wldih Nlownr, the landingwiden m ba 1" ImepRl In.'b aY da -..d m 3'-0 m' ffA4EA PAVEMFM m, Nope of tlla arrb ramp may be ameperled m may e S eepene a ma)anlen of 10: 1 for S tudd. n6 in, nee. b t.. E h preformed loim Mer Be" 4 5. (minae inlets should be located uphill fnxT, Old, ISTIPS to Ixevent paddles at Una painRAMP A SURFACE CONSTRUCTION DETAIL of bawl. 7. Sea Slanderd 0-ing E 804SWGR-12 for 81-0.12:1 O Unproved eases an nanaw Sidewalks. � .t5 spa. ® 18 PAVEMENT S. A4&1x od-ante in 91ada between the loaae I, W ct M of arwnp and WAW sTTell ba Armed m lam INDIANA OEPARTMENT OF TRANSPORTATION than!/%. UhbnotpacW®tarOwide Combuclion of orb if SIDEWALK CURB RAMPS Ravel snip Shea be plovlaaa. sea Rema EkE1aT, GENERAL NOTES 8 DETAILS �� SEMEMBER2005 9. Minurllrm mrm:mOrldeO widdl 01 aro ramp s4'-0. 9 TASTANDARD -0 p IXTN1Na NO. E O.E I00aN A' La. Tox.ED R6Qrav Si-AgE '.yA,1.�,, a PERP)NDIGULi(L 7-0 TI-tg Fxr-;�o 1' ;%-=1_'=sa,,•n wr -QREGToN or- CURB .CRoa9 Pc4flwA( PAR: M TKE_ P-mA0LV1' `f G&Nre1ZUNCF Z O fn W w LLI h a a O Z 81 H Z W M N 2 CES Z 9 U M 0 MZ W OU 0 CIL (n 0 0 N LLI U J X a L, a0 aD aD 11 �, I- 00 EO N DO 1`1 a 00 Caa N v CD Z LO r O U N O) O <B to N d 0 Q r � r_ (D M 0)) M O w RN X h fn M LL W 9 2iiiiiiiiii Z W Z2 W ass 00 cn J O W N W > li W WD 2J I- W NG W a U SHEET N0. Q Z Q Ei Z J W 2 a' Q U C703 Vn J a I- W 0 DO O � N Z O � N m U U LU n O O Y = Q W a o 0 0 0 00 Caa N v CD Z LO r O U N O) O <B to N d 0 Q r � r_ (D M 0)) M O w RN X h fn M LL W 9 2iiiiiiiiii Z W Z2 W ass 00 cn J O W N W > li W WD 2J I- W NG W a U SHEET N0. Q Z Q Ei Z J W 2 a' Q U C703 Vn J a I- W 0 a J J L� Y U m z U z Ld W M In U ry E a E 0 or a U O) d (n a a U m° 0 U (n 6 0) E J r7T a_ N O I Y (n I O (D �I O 0 z v+ a O 7 � :2 0 0- U � •a UP� M 'o N old � O d N v Qj O N •O N Z3 � 3 O •' 3 N _O E d L v � U O oX _ a � O -p O .6 S' L O (n d m U O U O a of v, v W N � � I L 0) U �C N � m U o+ � n � • O o 0 U N C C v, a C U N Ul 7 D I - D 0 to Ell 4'-0 0 to 6-0 Sidewalk <g> Sidewalk SECTION B -B 4'-0 Slope 12:1 O O � 6 Pavement t- 7,preformed joint filler SECTION A -A NOTES: © See Standard Drawing E 604 -SMR -02 for groove details. Oj See Standard Drawing E 604-SWCR-02 for details of the detectable warning. © See Standard Drawing E 604-SMR-02 for alternate cum =ction. 10. See Standard Drawing E 604-SWCR-01 and -02 for Location Plan and General Notes respectively. 11. See Standard Drawing E 604-SWCR-02 for typical ramp ConsWction detail. S. MINIMUM dF TOPSOIL OR COMPACTED AGGREGATE (J3 L PAVEMENT SECRON VARIES UNIT OF FINAL BACKFILL SHALL BE PER NOTE 1. .. MINIMUM COYER SHALL BE PER NOTE 3. PIPE MATERIAL PER Ural TRENCH NTH, INN BEDDING, G, HAVING JURISDICTION OVER TRENCH NDTH INITIAL .. BACI(FlLL MATERIALS, INSTALLATION.. PLACEMENT, ANO COMPACTION PER STANDARD PRACTICE OF UTUTY HAVING 96 JURISDICITON OVER INSTALLATION. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL NOTES: NO UTILITY INSTALLATIONS WITHIN CITY R/W NO SCALE 1. FINAL BACEmLL FOR UTILITY INSTALLATIONS WHERE Y” IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN r MAXIMUM UFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MAT RAL PLACED. THE BACKALL FOR THE TOP 6' OF THE EXCAVATION BELOW THE UNIT OF SUBGRADE SHALL BE /53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE NOW AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MA AL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTOR TESTING AS NECESSARY. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTUTY INSTALLATIONS (INCLUDING BUT NOT UMITD TO WATER MAINS WATER SERVICE LATERALS, SANITARY MAINS SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS 3. FOR UTILITY INSTALA11ONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTUTY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS MAN 25 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER ME INSTALLATION HAS A MORE STRINGENT COYER REQUIREMENT, ME MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN UME STABILIZED, BACKFILL WITH B -BORROW TO BOTTOM OF EMSTING SUBGRADE AND FILL TO ME UNIT OF TREATED SUBGRADD NM COMPACTED AGGREGATE, NO 53. CITY OF CARMEL STANDARDS STANDARD WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING FOR UTILITY INSTALLATIONS WITHIN CITY R/W 10-32 TRENCH DETAIL FOR CITY STORM SEWERS NO SCALE L 6' MINIMUM OF TOPSOIL OR COMPACTED PAVEMENT SECTOR VARIES AGGREGATE #51 OMIT OF SUBGRADE MINIMUM COVER SHALL %NALBE PER NOTE 3 BACKFILL 'Bc +1B"AEN. LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ——SPRINGUNE HAUNCHING (Bc/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN NOTES 60" & SMALLER 4" Bc 66' & LARGER r 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND UNE, THERE REMAINS A 4 MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL FOR PIPE SIZES fib' AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR WELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WILL PRODUCE A M AND STABLE FOUNDATION ALONG THE ENTRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL III SHALL BE COMPACTED IN 8' MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF TRE PIPE HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-DDRROW FOR STRUCTURE III MEETNG THE MATERIAL REQUIREMENTS OF THE NOW AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6' OF THE EXCAVATON BELOW THE LIMIT OF MMADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE Y' IS GREATER THAN 5 SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN (I IN DIAMATER, FROZEN LUMPS OF SOL" WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM UFTS TO NOT LESS THAN 90X. STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER OTY STREETS, REGARDLESS OF THE JURISDICTION O THE UTILITY, ME MINIMUM COYER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 25 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTON OVER THE INSTALLATION HAS A MORE STRINGENT COYER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN UME STABILIZED, BACKHLL NTH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO ME OMIT O EXISTING SUBGRADE WM COMPACTED AGGREGATE NO 53. 5. MESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED CUMIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY ME CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE CUMIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JJPoSDICTON OVER STORM PIPES. CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-31 Curb H �A ,A” preformed joint filler Sidewalk B Utility strip N Utility strip width: Type G-2'-0min. 6-0 min. for Type G Varies SECTION B -B 2 Type H - 0 1 min. for Type H Utility stripJ�,oB 0 Curb optional. Shall be used when Slope 50:1 max. �Ji sod I Pavement for details of detectable warnings surface. for typical ramp construction detail. e 11. See Standard Drawing E 604-SWCR-01 12:1 to 112:1 General Notes respectively. c SECTION B -B A c h" preformed 7 , &o`'a e S\� sod3`�� RN B �A joint filler A 10 o z 8'-0 7 �c. f 3 6'-0 r �pF�c 610 Ayp / sod ® 0 SlpFwq�K 6-0min' 7 URB pp ? 61-0 Varies TYPF h &0min (/yj BETWEEN TRANSVERSE JOINTS O 2,-0 9 O 80 KY ship sod I Sidewalk 0 3 B Paveme 3fOgCKCU 0 fiueb wltn // RB SMP Y A Curb elevation transition SECTION A -A sidewalk in plains NOTES: INDIANA DEPARTMENT OF TRANSPORTATIO`. 12: 1 max slope 10 Sidewalk across approach shall be SIDEWALK CURB'S RAMP'S EL SIDEWALK PLAN © See Standard Drawing E 604-SWCR-02 sloped at 50:1 maximum transversely. TYPE G AND TYPE H for groove details. SEPTEMBER 2005 11. See Standard Drawing E 804-SWCR-02 for STANDARD DRAWING NO. E 604-SWCR-09 07 See Standard Drawings E 604-SWCR-02 typical ramp construction detail. "„ Sidewalk elevation for details of the detectable warning surface. 12. See Standard Drawing E 604-SWCR-01 and -02 0 ® See Standard Drawing E 604-SWCR-02 for Location Plan and General Notes respectively. transition Level area for alternate curb construction. a_ 13 Vertical face curb optional. � •,:,�,� Ems;>� 6""�"�„� a X S. MINIMUM dF TOPSOIL OR COMPACTED AGGREGATE (J3 L PAVEMENT SECRON VARIES UNIT OF FINAL BACKFILL SHALL BE PER NOTE 1. .. MINIMUM COYER SHALL BE PER NOTE 3. PIPE MATERIAL PER Ural TRENCH NTH, INN BEDDING, G, HAVING JURISDICTION OVER TRENCH NDTH INITIAL .. BACI(FlLL MATERIALS, INSTALLATION.. PLACEMENT, ANO COMPACTION PER STANDARD PRACTICE OF UTUTY HAVING 96 JURISDICITON OVER INSTALLATION. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL NOTES: NO UTILITY INSTALLATIONS WITHIN CITY R/W NO SCALE 1. FINAL BACEmLL FOR UTILITY INSTALLATIONS WHERE Y” IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN r MAXIMUM UFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MAT RAL PLACED. THE BACKALL FOR THE TOP 6' OF THE EXCAVATION BELOW THE UNIT OF SUBGRADE SHALL BE /53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE NOW AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MA AL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTOR TESTING AS NECESSARY. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTUTY INSTALLATIONS (INCLUDING BUT NOT UMITD TO WATER MAINS WATER SERVICE LATERALS, SANITARY MAINS SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS 3. FOR UTILITY INSTALA11ONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTUTY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS MAN 25 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER ME INSTALLATION HAS A MORE STRINGENT COYER REQUIREMENT, ME MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN UME STABILIZED, BACKFILL WITH B -BORROW TO BOTTOM OF EMSTING SUBGRADE AND FILL TO ME UNIT OF TREATED SUBGRADD NM COMPACTED AGGREGATE, NO 53. CITY OF CARMEL STANDARDS STANDARD WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING FOR UTILITY INSTALLATIONS WITHIN CITY R/W 10-32 TRENCH DETAIL FOR CITY STORM SEWERS NO SCALE L 6' MINIMUM OF TOPSOIL OR COMPACTED PAVEMENT SECTOR VARIES AGGREGATE #51 OMIT OF SUBGRADE MINIMUM COVER SHALL %NALBE PER NOTE 3 BACKFILL 'Bc +1B"AEN. LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ——SPRINGUNE HAUNCHING (Bc/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN NOTES 60" & SMALLER 4" Bc 66' & LARGER r 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND UNE, THERE REMAINS A 4 MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL FOR PIPE SIZES fib' AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR WELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WILL PRODUCE A M AND STABLE FOUNDATION ALONG THE ENTRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL III SHALL BE COMPACTED IN 8' MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF TRE PIPE HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-DDRROW FOR STRUCTURE III MEETNG THE MATERIAL REQUIREMENTS OF THE NOW AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6' OF THE EXCAVATON BELOW THE LIMIT OF MMADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE Y' IS GREATER THAN 5 SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN (I IN DIAMATER, FROZEN LUMPS OF SOL" WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM UFTS TO NOT LESS THAN 90X. STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER OTY STREETS, REGARDLESS OF THE JURISDICTION O THE UTILITY, ME MINIMUM COYER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 25 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTON OVER THE INSTALLATION HAS A MORE STRINGENT COYER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN UME STABILIZED, BACKHLL NTH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO ME OMIT O EXISTING SUBGRADE WM COMPACTED AGGREGATE NO 53. 5. MESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED CUMIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY ME CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE CUMIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JJPoSDICTON OVER STORM PIPES. CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-31 Curb H �A ,A” preformed joint filler Sidewalk B Utility strip N m SECTION B -B 2 1 t Utility stripJ�,oB 0 Curb optional. Shall be used when for groove details. �Ji sod for details of detectable warnings surface. for typical ramp construction detail. ® See Standard Drawing E 604-SWCR-02 11. See Standard Drawing E 604-SWCR-01 12:1 and -02 for Location Plan and 112:1 General Notes respectively. 0 h" preformed 7 %" preformed e joint filler �A joint filler o z 8'-0 8 4' 6'-0 r O C143 ® 0 V) a N ? Of BETWEEN TRANSVERSE JOINTS SECTION B -B I 4j-�0� Slope 12:1 ,..n Pa♦arrem h" preformed joint filler SECTION A -A NOTES: © See Standard Drawing E 604-SWCR-02 for groove details. See Standard Drawing E 604-SWCR-02 for details of the detectable warning surface. ® See Standard Drawing E 604-SWCR-02 for alternate curb construction. 9. See Standard Drawing E 604-SWCR-02 for typical ramp construction detail. 10. See Standard Drawing E 604-SWCR-01 and -02 for Location Plan and General Notes respectively. SECTION A -A 10 Curb or wall shall be used when m SECTION B -B NOTES: .,gyp 9 © See Standard Drawing E 604-SWCR-02 0 Curb optional. Shall be used when for groove details. necessary based on field conditions. 07 See Standard Drawing E 604-SWCR-02 10. See Standard Drawing E 604-SWCR-02 for details of detectable warnings surface. for typical ramp construction detail. ® See Standard Drawing E 604-SWCR-02 11. See Standard Drawing E 604-SWCR-01 for alternate curb construction. and -02 for Location Plan and for typical ramp Construction detail. General Notes respectively. NOTES: © See Standard DrawingE 604-SWCR-02 10 Curb or wall shall be used when m for groove details. necessary, based on field Conditions. .,gyp 9 0 See Standard Drawing E 604-SWCR-02 11. See Standard Drawings E 604-SWCR-01 z w for details of the detectable warnings. and -02 for Location Plan and O ® See Standard Drawing E 604-SWCR-02 for alternate curb Construction. General Notes respectil to 9. See Standard Drawing E 604-SWCR-02 RADIUS OF 1/4" AND FILLED for typical ramp Construction detail. _ 0 (— 81*"1k b coarse 1�.= Goer �d�h Groomed 6nfshh 6 6,-0 z q 7 �-- C a Sidewalk 4'-0 V-0 Q Sidewalk Curb if required S y Slope 50 :1 max min. Slope 12:1 6 10 � SIDEWALK �% PAVEMEM .::r .r.:.. ie %D SECTION C -C SECTION B -B Sidewalk Curb if required less than 6-0 INDIANA DEPARTMENT OF TRANSPORT, SIDEWALK CURB RAMPS TYPE F Pavement SEPTEMBER 2005 .' STANDARD DRAWING NO. E 604SWCR- � =s 9750 �_ nunwocan.Ea SECTIONA -A -;sem E:•=' ff„�„„.„e�„ 14' joint Tlller I A Ni' Jdm filler w 4fy expansionjoints JOINTS SHALL BE CUT z w W O WITH A JOINTER HAVING A O to p Ld RADIUS OF 1/4" AND FILLED o f Z B WITH JOINT FILLER. Ln w e 3E �K D` YRS o z 6'-0 between - r O C143 constmc6onjoints WIDTH OF WALK OR MAX 6' 0" V) a N ? Of BETWEEN TRANSVERSE JOINTS integral curb I � 0 fiueb wltn Curb Type Specified Y A Curb elevation transition X sidewalk in plains 12: 1 max slope EL SIDEWALK PLAN v) Sidewalk elevation C U 0 Sklewalketope transition Level area Driveway X 12 : 1 max. slope 50 ; 1 melt. Q099 elope -L W Z SECTION B - B Integral aro SIDEWALK ELEWATIONTRANSITION eahMith GO GO ffidaweK Sidewalk 6'-0 min. Pavement elope 50:1 max. Q N INDIANA DEPARTMENT OF TRANSPORTATION N SIDEWALK DETAILS n SIDEWALK ADJACENT TO CURB SECTION A - A GO SEPTEMBER 2005 O Z SIDEWALK ADJACENT TO CURB STANDARD DRAWING NO. E 6045DWI(-02 M O N Z O ~ LUU ^ •9750 No.) ae,e"w®n„ra wrz O .,.,rd � UL1 I U ADA RAMP & SIDEWALK DETAILS WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO 'PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4 WITH EXCEPTION OF ACROSS DRIVES CITY OF CARMEL CONCRETE SIDEWALK 6' MIN PER INDOT STANDARD DRAWING E604-SDWK-02 I 1.5% SLOPE .t + • M1 n .E. : I.:•' TT""teY •.ti 1/2' PREFORMED JOINT FILLER PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDOT SPECS. SIDEWALK ADJACENT TO CURB NO SCALE RAISED 1/2' TO ALLOW SETTLEMENT NOTES: EDGE AND BROOM FINISH. NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE, NO 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES CITY OF CARMEL SIDEWALK ADJACENT TO CURB 81 NOTE: w z JOINTS SHALL BE CUT z w W O WITH A JOINTER HAVING A O to p Ld RADIUS OF 1/4" AND FILLED o f Z WITH JOINT FILLER. Ln w w I IY V) Of W o z >w> > a r O C143 Lr1 a WIDTH OF WALK OR MAX 6' 0" V) a N ? Of BETWEEN TRANSVERSE JOINTS 48' BETWEEN EXPANSION JOINTS (MAX.) WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO 'PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4 WITH EXCEPTION OF ACROSS DRIVES CITY OF CARMEL CONCRETE SIDEWALK 6' MIN PER INDOT STANDARD DRAWING E604-SDWK-02 I 1.5% SLOPE .t + • M1 n .E. : I.:•' TT""teY •.ti 1/2' PREFORMED JOINT FILLER PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDOT SPECS. SIDEWALK ADJACENT TO CURB NO SCALE RAISED 1/2' TO ALLOW SETTLEMENT NOTES: EDGE AND BROOM FINISH. NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE, NO 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES CITY OF CARMEL SIDEWALK ADJACENT TO CURB 81 Do T h TOO > Z UQ U Oil 0 MCD 0)i LM7 N d CD Q n n To T M to d R N w X h fn M LL a W a 00 J O 3 Z ZW LU Dee 00 C/) O LU W LU 2J I— W NG arrr a U SHEET NO. C704 O z to w V) 3 }v U � 0 X o) z co EL r v) � C U 0 N X �Q yj W Z W GO GO GO Q N O N n GO O Z M O N Z O ~ LUU ^ O z N m O d � UL1 I U Do T h TOO > Z UQ U Oil 0 MCD 0)i LM7 N d CD Q n n To T M to d R N w X h fn M LL a W a 00 J O 3 Z ZW LU Dee 00 C/) O LU W LU 2J I— W NG arrr a U SHEET NO. C704 a J J L� Y U DO DO 0 Z Q U Z 0 0 w M n U ry E _D E Ot a n O a CL. Ot a s U DO U 0 fn E J Ot N 0 I Y 3 0 to I O cD �I O Z a Q) 0 C :2 0 in U L0 a o 4 'o N cid � O d N F0 cl O N O U) Z3 � v O Q 3 � N _O E n L v C U O tT - a_ � O U c � S' L O (n d M U O U m o a Ot tT w 0) � � I 0 0 L � U �C m U o+ � a � • v N � � U D) C v, a C U rn rn a o n v v J � O = z¢ a- 5 o E v N Oa U INS N � O r 0 0) Q) CN1 n mo 0 v rn v EN I m ur 0 c T 0 U -o E Z DO rn > ._ O U !n 0 W J J (7 cn K :) D o C,4 G4 C3 Z7 O 1/2' PREFORMED JOINT FILLER 24" 11/2' ...SLOPE TO MATCH ADJACENT CURB �'CONCRETE`PAVEIIENT : :.;: '`4: • 3' : fx ••• CLASS 'A' r D=71 2' a�•d. '!,�.. • CONCRETE / .... ... ... .. •'fir _...-.. .. . COMPACTED SUBGRADE CONCRETE DRIVE WITH COMBINED DEPRESSED CURB AND GUTTER NO SCALE NOTES CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SUP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS SAW'CUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' ALL ROADS FACE OF CURB IS TO BE 7 r, BACK OF CURB 13 P. NOTES: •„ „- „- 1. Detectable warning surface shall consist of truncated domes and shall W Remp Wid. ,,. r, ,,.WWW „ be aligned in a square m radial grid pattern. Where truncated domes 50%- 65% of Base Diameter rraYed 2dially, they may offer In diameter and center-tocentar Brick De[ecteble spaang within the ranges specified. .r. W Warning SurfacesBufer or other WNon-Walkable Surface 2. The detectable waming surface shall be manufactured to ft the radii. Base Diameter Field cutting shall not alter the truncated dome spacing between the rpf-,a Border W I W W adjacent panels outside of the allowable range. ® ® ® ® ® ® ® ® ® I •" •" I _ _ I 0.9" Min.- 1.4" Max. " Roadway 3. The detectable warning surface shall contrast visually with adjace t ® ® ® ® ® ® at ® ® I SECTION A -A surfaces, either light -dark or dark -on -light. 2" Max. whin~ 9. The detectable warn ng surface shall extend a minimum of 2 R n the Ramp Width Bordarr wdth direction of pedestrian their and extend the full width as shown. The detectable warning surface shall not be placed a- a grade break. BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER @@1.6" Min. maximum counter slope of the grater or street at the bottom of r 1.6" Min. - 2.9" Max. the ramp shall be 5.00%. Where the algebraic difference between the I4.�L�I nning slope and the counter slope exceeds 11%, a 2-R minimum level B2aed Warning Elements (Typ.) strip should be provided at the bottom, 2 of the mp. ' Brushed Sand Mixture (Tyx)-@)-@Y4- © Where concrete border is used for forming, the border shall be cast Latex SeRing Mortar (Typ.) T monolithically with the curb 2mp mnoNe. The concrete border shall l P� not exceed 2 in. within the ramp width. ;•. k.. d,. e: c• Integral Curt �/�lamyr},\` /1;,7� Where forming order than a [annexe border is used, the edge e7MAa1P•. p , .: a ° Y - restraint shall not encroach upon the 2mp width. e-e.'.n:e a".••_' a °' e •e e e �'e'•• ft: •q.�:•; k�°. °a A. d to • •. ° :. ! .6•�• . =6OR P I lldl-!1111-lulu!. e', ER . a :. heGlffTaj e:e • ? : • ; m'P:• POOL e e ° .'.' .• Concrete Base Pl nM TYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL TRUNCATED DOMES ;•. e: a:�: e.'4. Z -O" Min. i 5. STABAUZE BANK WITH EROSION CONTROL BIAMIl l r I I I lkePAVk'fAENfgt I I 1 I CONSTRUCTION m'I -.- II INV. 825.50 m IN • ''• ' 8.33%Max, 5.00%Max. �- Counter 51 PROVIDE TEMPORARY 501 Spa. @ SB" Reinforce the wrb if Ramp Gutteror Street Z R level alp N-0" CUN as required, RCP 0 0.73% separate from 2mp Min. my be morroliMic THE EXISTING BANK OF THE POND with level strip REMOVE EX. ALTERNATE CURB CONSTRUCTION CHANGE OF GRADE > 11% OQ 501 X 1'-10'r 90" ADDITIONAL ADA RAMP & SIDEWALK DETAILS STRUCTURE AS -9 (AQUASWIRL AS -9) NON-CORROSI'._ ....." ... .. _.. ._ 6 -INCH WELDED HINGES 0 24" O.C. ATTACH FRAME TO CONC. STRUCTURE W/ 2.5"Xj" SS BOLTS AND WASHERS DRILLED AND EXPDXY ANCHORED 1-%" DEEP 0 18" O.C. SHOP DRAWINGS REQ'D. NEENAH R -7512 -Bi, J.R. HOE 12"0 PIPE GUARD OR APPROVED EQUAL (MAX. GRATE SPACING 0 2" O.C.) INSTALL WITH (4) SS 2.5")1 BOLTS AND WASHERS SET IN CASTING AND EPDXY ANCHORED 1-1/2" DEEP (MIN). 925.50 -IRO.IN7Mr SNOUT (24F) TO BE INSTALLED RCP. INSTALL ANTI -SIPHON PIPE TO BOTTOM OF FRAME OF THE S ALLOW CLEARANCE FOR HINGED 828.50 TC fORIFICE ) ORIFICE (ALUMINUM OR Gli STEEL) V19-SFG-4 WITH CENTER BEAM SUPPORT & CONCEALED PULL HANDLES. SHOP DRAWINGS REQ'D. POND BANK (2)18"0 RCP (OUT) IRMgm INV. 825.50 822"50 SUMP 6" OF #2 STONE BEDDING SECTION A -A 84" 72" 6" Min. 828.50 TC OVER 18"0 (2"0 PVC) TRUCTURE. OPENINGS. I I 825.50 INT OUT � 18" 36" 18" dr: 822.50 SUMP SECTION B -B 81 STANDARD NOTE:=� a` "'°'aaa placed er [he a - 1. System shall be designed for the following capacities: 1Oa a Y"""°" m" a t e w Peak Treatment Flow: 14.2 cfs [402 L/s] Sediment Storage:145 fta [4.1 ma] Oil/Debris Storage: 910 gal. [3444 L] L"i "" enmml N° L°r'mml * Please see accompanied Aqua -Swirl specification notes.�""" • O z z * See Site Plan for actual system orientation. �'`""°"'• -r "^"�""" �_^^ "^"""' CO) w W ** Orientation may vary from 90°, 180', or > O O Z Z angles to meet site conditions. - [.Ll waholeF2meawwo-oerair H-20 R,s Manhole Frame and m xrs dna Rim elevations to match finished U U 3 rade. HDPE } I? Q Cover by Manufacturer. 9 risers can be field cut by Contractor. ~ p (See Details) 32.• U 132" U [3353 mm] [813 mm] OD O Z Grade Rim W U Lal U EL } a vl 01195/8. 0 F 0 WQ [03038 mm] W (j W N !n J VariesX a Pipe coupling >U Li a,z by Contractor. Riser 3.5a Ie� t� 11 LLL 12" [305 mm]°�gM° nK OD tX) f10 00 long Stub-outh17,^a �'•Iry W by Manufacturer. °"Ir M"pw 11 I- -DO co o N Vent Q N O A Reinforced Q \ \ \ \ Top Do r LO 132" Outlet 20 p M [3353 mm] [508 mm] OD Max Z + Swirl Inlet Swirl Outlet go... 1 00 Vent 114" AB Reinforced Top [2896 mm] BaffleArched 42" Z O CV A W. CO [1067 mm] 'q -Z M J !n v[1727 mm] U O O N DO c W r- Phone (888) 344-9044 n 0 W www.aquashieldinc.com Backfill O [- N 0 Pipe coupling 20,. Octagonal Base Plate a a U by Contractor. [soB mm7 oD Max 12" 12" [305 mm] [305 mm] Bedding long Stub -out Plan View T by Manufacturer. _ Undisturbed Soil ua-Swirl Concentrator Model AS -9 Off -Line Standard Detail 1. INSTALL 801be TUBE SAND BAGS 6 -FT BEYOND OUTLET - STR'S. 2. STACK HAGS IN TWO ROWS, 1 -FT ABOVE NORMAL POOL 3. DEWATER TO DOWNSTREAM ROCK DONUT OR SILT BAG PLACED ON NEW ROCK SHUTE 4. REMOVE SAND BAGS ONCE STABALIZED. i 5. STABAUZE BANK WITH EROSION CONTROL BIAMIl l r I I I I'I I I 1 I CONSTRUCTION m'I LIMITS I ' II INV. 825.50 m IN 4 1 C S :826 2- PROVIDE TEMPORARY (2) 55 LF OF 18"0 i I RCP 0 0.73% 80 LF SILT I FENCE STRUCTURE 1.14 INV. 826.50 80. 0 0 STRUCTURE 1.2 60" 0 AQUASWIRL CONCENTRATOR DETAIL NO SCALE KOI POND N.P. = 825.50 2 -YR = 827.49 10 -YR = 628.60 100 -YR = 829.60 1D CONTROL STRUCTURE REMOVE TRASH GRATE PLUG RISER & FILL PIPE WITH FLOWABLE CONCRETE FILL EXISTING 12" RCP EXISTING CONCRETE WITH FLOWABLE CONCRETE SPILLWAY, ELEV = 829.5 828 829 _ _ _ _ DEMOLISH -END _-- g29'� --- - - -- -829-------------- Sill -------------- 628�_ - - - -- _ -- -ez9 ---- 110LFSILT-67----------- --- ---------- ----- --- ��---- -- FENCE ------ -------- ---------826-------------- -- 827"---------- -------- _______828___________-___-_ \ __ -------------------------------- - ------------- CONSTRUCTION ----------- LIMITS LIMITS BZg REB POND OUTLET PLAN - -62 1"=20' 0S„Z[ Do T h W o > z Do U NCD R _ O it!7 N d O CL r OQ R T M to w X I.- 1n C M LL a W a 00 00 J O 3 21- 2Z ZW LU a. cn O LU a. W LU 2J I- LU N2 li Q U SHEET NO. C705 - NOTES: 1. CONCRETE SHALL BE PRECAST. 62 '"� - ---------___ 2. STRUCTURE SHALL BE INSTALLED IN PROVIDE TEMPORARY INV. 825.80 THE EXISTING BANK OF THE POND REMOVE EX. ROCK DONUT 90" 12"0 CPP / 10 LF OF 15" PVC SDR35 0 1.00% ' OFFSITE POND CONTROL STRUCTURE NVERT ,2" CPP W :625° INVERT 12" RCP N :825.82- 10 LF OF 15" PVC NO SCALE PROVIDE PERMANANT ROCK SHUTE SDR35 0 1.04% ro WITH S. EMBANKMENT OF 24" TALL REVENTMENT RIP -RAP THE 3: a ENTIRE LENGTH INV. 825.70 a U INV. 825.90 INV. 825.70 N VV. 826.30 V 7 14 LF OF 24" RCP 0 4.959e FLOW FLOW 16 _ _ INV. 826.40 OFFSET PIPE --/INV. 825.70 16" STRUCTURE 1.14 INV. 826.50 80. 0 0 STRUCTURE 1.2 60" 0 AQUASWIRL CONCENTRATOR DETAIL NO SCALE KOI POND N.P. = 825.50 2 -YR = 827.49 10 -YR = 628.60 100 -YR = 829.60 1D CONTROL STRUCTURE REMOVE TRASH GRATE PLUG RISER & FILL PIPE WITH FLOWABLE CONCRETE FILL EXISTING 12" RCP EXISTING CONCRETE WITH FLOWABLE CONCRETE SPILLWAY, ELEV = 829.5 828 829 _ _ _ _ DEMOLISH -END _-- g29'� --- - - -- -829-------------- Sill -------------- 628�_ - - - -- _ -- -ez9 ---- 110LFSILT-67----------- --- ---------- ----- --- ��---- -- FENCE ------ -------- ---------826-------------- -- 827"---------- -------- _______828___________-___-_ \ __ -------------------------------- - ------------- CONSTRUCTION ----------- LIMITS LIMITS BZg REB POND OUTLET PLAN - -62 1"=20' 0S„Z[ Do T h W o > z Do U NCD R _ O it!7 N d O CL r OQ R T M to w X I.- 1n C M LL a W a 00 00 J O 3 21- 2Z ZW LU a. cn O LU a. W LU 2J I- LU N2 li Q U SHEET NO. C705 3 a, L, 0_ x 0 0 N 0 0 N 3 a O I N 0 U I 0 0 3 z g z O Q 0 z O L� 0 o a U In 12 ri o, 3 00 a a_ o N 0 o 04 O) N o, o, 3 � a q a N � O o a I O rn r c N 3 m a (If a I-- 0 U x o a m 3 � a r N _ 3: I ~ w n o I rn CD r\ o r 0) a a X j I a � a O U U x � O, rn a o c6 o N � 0 o o � a o E =o C) v' Q _ a� o E o o 3 00 U O � Eo'o cn 0 ,T NC,o o �/ o � o E Y 00 o c o � a E Na O h z m � � a o U 3 w 0 T N / J J ql 11: s� SAN MH3 .� ----corvc�wAl--- i -- O ASS ,\' `\ ,\, ' RETAINING WALL CUT ID STRUCTURE 1,6 1 1 `I INVERT CB1 CATCH BASIN I INV 10" PVC N 826.07 INV 12" PVC SW 826.07 ' CATCH BASIN 826.40 INV 10" PVC N/S 826.10 CB3 CATCH BASIN 827.42 INV 8" PVC N 826.22 INV 10" PVC S 826.22 CB4 CATCH BASIN 827.48 INV 8" PVC N/S 826.38 CB5 CATCH BASIN 827.56 845 / CATCH BASIN Z INV 8" PVC S 826.46 CB7 F 828.33 INC 6" PVC E 827.18 HW8 HEADWALL CAN'T OPEN, ASSUMED PIPES SOUTHEAST & WEST of �A HW9 HEADWALL Q INV 15" CMP 827.24 HW10 HEADWALL INV 18" CLAY W 830.47 INV 15" CMP 828.72 HW11 HEADWALL INV 12" RCP W 826.84 INV 12" RCP NE 839.84 HW12 HEADWALL INV 12" TILE SE 840.14 CI13 \ APPARENT EXISTING R '9cF 847.14 CAN'T OPEN, ASSUMED PIPES EAST & WEST WATER N 1 1 1 i� SAW -CUT AND REMOVE EX. WALK 2j O LU 11 EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO \ SANITARY -[_Bl -9C 'J351J0 4/I 3S - JO 3Nn ISY3 \ ------------ - - - 12"WTR - - - - - - 1 THE UTILITIES DURING PROBING OR CONSTRUCTION. TO - - - 12"WTR - - - ----corvc�wAl--- i -- O ASS EXISTING STORM STRUCTURE TABLE EXISTING STORM STRUCTURE TABLE ID STRUCTURE TC ELEV INVERT CB1 CATCH BASIN 827.52 INV 10" PVC N 826.07 INV 12" PVC SW 826.07 C82 CATCH BASIN 826.40 INV 10" PVC N/S 826.10 CB3 CATCH BASIN 827.42 INV 8" PVC N 826.22 INV 10" PVC S 826.22 CB4 CATCH BASIN 827.48 INV 8" PVC N/S 826.38 CB5 CATCH BASIN 827.56 INV 8" PVC N/S 826.46 CB6 CATCH BASIN 827.56 INV 8" PVC S 826.46 CB7 CATCH BASIN 828.33 INC 6" PVC E 827.18 HW8 HEADWALL CAN'T OPEN, ASSUMED PIPES SOUTHEAST & WEST INV 24" CMP 826.78 HW9 HEADWALL INV 18" CLAY E 830.40 INV 15" CMP 827.24 HW10 HEADWALL INV 18" CLAY W 830.47 INV 15" CMP 828.72 HW11 HEADWALL INV 12" RCP W 826.84 INV 12" RCP NE 839.84 HW12 HEADWALL INV 12" TILE SE 840.14 CI13 CURB INLET 847.14 CAN'T OPEN, ASSUMED PIPES EAST & WEST EXISTING STORM STRUCTURE TABLE ID STRUCTURE TC ELEV INVERT C114 CURB INLET 847.21 CAN'T OPEN, ASSUMED PIPE WEST MH15 MANHOLE 847.82 INV 30" RCP N 833.72 INV 12" RPC E 841.82 INV 36" RCP S 833.57 CI16 CURB INLET 844.42 CAN'T OPEN, ASSUMED PIPES EAST & WEST CI17 CURB INLET 844.54 CAN'T OPEN, ASSUMED PIPE WEST MH18 MANHOLE 845.12 INV 30" RCP N/S 834.26 INV 12" RCP E 838.32 CB19 CATCH BASIN 843.80 INV 15" RCP NW 838.00 MH2O MANHOLE 843.58 INV 24" RCP N 834.88 INV RCP E 836.38 INV 30" RCP S 834.78 MH21 MANHOLE 843.17 CAN'T OPEN, ASSUMED PIPES SOUTHEAST & WEST HW22 HEADWALL 5 T6 INV 18" CLAY E 830.40 HW23 HEADWALL - - - - - SD - INV 18" CLAY W 830.47 HW24 HEADWALL PROPOSED CONSTRUCTION SCREEN FENCE. CONTRACTOR TO ADJUSTFENCE AND GATES AS NECESSARY AS CONSTRUCTION INV 12" RCP W 826.84 ---- 832- - 831�- '+' f- -830• - EXISTING SANITARY STRUCTURE TABLE ID STRUCTURE TC ELEV INVERT INV W/E 816.40 SAN MH1 MANHOLE 834.80 INV 8' E 827.30 1. CONTRACTOR IS TO PROVIDE TO OWNER A LINE ITEM BID PLUG/CAP EXISTING UTILITY PER AGENCY REQUIREMENTS. INV W 828.69 SAN MH2 MANHOLE 841.79 T/P NE 838.09 ALTERNATE FOR CRUSHING AND STOCKPILING ON SITE ADJUST CASTING TO GRADE T/P SE 837.09 SAN MH3 MANHOLE 842.71 CAN'T OPEN _----722- 16 INV 8 OR 10" PVC W 820.15 SAN MH4 MANHOLE 833.55 INV 8 OR 10" PVC N 820.20 PL DEMOLITION NOTES EXISTING LEGEND REMOVE UTILITY STRUCTURE. 1. CONTRACTOR IS TO PROVIDE TO OWNER A LINE ITEM BID PLUG/CAP EXISTING UTILITY PER AGENCY REQUIREMENTS. 14 REMOVE EXISTING TREE/VEGETATION.J ALTERNATE FOR CRUSHING AND STOCKPILING ON SITE ADJUST CASTING TO GRADE 3 SAW CUT & REMOVE EX. CURB AND GUTTER EXISTING CONCRETE AND ASPHALT MATERIAL TO BE USED AS _----722- 16 REMOVE AND RELOCATE EX. FIRE HYDRANT ASSEMBLY. - 4 GRANULAR FILL. ___720-_- EXISTING CONTOURS �J 5 T6 (2) 12' CONSTRUCTION GATES. 18 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR - - - - - SD - STORM POLE TO REMAIN. REMOVE POLE AND OVERHEAD ELECTRIC. 19 PROPOSED CONSTRUCTION SCREEN FENCE. CONTRACTOR TO ADJUSTFENCE AND GATES AS NECESSARY AS CONSTRUCTION Z APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE O8 COORDINATE UTILITY STRUCTURE RELOCATION. INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE - - - - - - WTR - WATER REMOVE LIGHT POLE, STORE AND REINSTALL. ROCK DONUT FOR DETERMINING THE PRESENCE AND LOCATION OF THE 10 SAW -CUT AND REMOVE EX. WALK 2j O LU 11 EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO - - - - - - SAN - SANITARY `J LU PROPOSED STORM SEWER SYSTEM THE UTILITIES DURING PROBING OR CONSTRUCTION. TO ^ 12 BENCHMARK. W Q 13 COORDINATE REMOVAL AND STORAGE OF WOOD BRIDGE WITH CITY OF CARMEL. OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND - GAS LU UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION NG li 1-800-382-5544. - - - UE UNDERGROUND ELECTRIC U 3. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES - - - OE OVERHEAD ELECTRIC FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT - - - UT UNDERGROUND TELEPHONE INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, r SIGN EXCEPT WHEN PERMITTED BY OTHERS. DECIDUOUS TREE 4. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. EVERGREEN TREE Z H COORDINATE WITH UTILITY COMPANIES FOR SHUT-OFF OF O ZZ Z SERVICES, IF LINES ARE ACTIVE. Op STORM MANHOLE Fn Ld w w 5. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY O SANITARY MANHOLE W :2 O m O O N 0 SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL U U U CONTRACTOR. O TELEPHONE MANHOLE K 6. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE EO ELECTRIC MANHOLE U U U THE CONTRACTOR'S RESPONSIBILITY. 110 CATCH BASIN W W W 7. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE 0_ 0_ 0- N REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL CURB INLET LU MANNER UNLESS OTHERWISE NOTED. 0 Ld W W POWER POLE V7 Vl V) 8. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT a INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE LIGHT POLE z AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO TELEPHONE POLE Op Op Op ap LINE. REMOVE ALL NON-ORGANIC OR TOXIC MATTER THAT LU WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. UTILITY POLE LU N o o N 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE - GUY WIRE LO ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE n ELECTRIC MANHOLE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP Z r7 AIRBORNE DUST TO A REQUIRED MINIMUM. O TRANSFORMER 00 10. THE USE OF EXPLOSIVES IS PROHIBITED. ELECTRIC RISER 11. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH FIRE HYDRANT UTILITY COMPANIES. N VALVE Z O 12 PARKINGROAD, ROAD SHOULDERS, ROAD PAVEMENT, ~ � 0 0 (n J PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES,ES, ® IRON PIN O o m m DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, IU O BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, BENCHMARK Lu ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION O H 1n D SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR w Q Lu w Y PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL d o o a U DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND/ORDEMOLITION REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALLLL LEGEND BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. FULL DEPTH SAWCUT AND 13. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED REMOVE PAVEMENT PAVEMENT, EMBARKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY co WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE FULL DEPTH GRAVEL REMOVAL R C4 TO THE A/E. co c 14. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE TREE/VEGETATION REMOVAL j ? � ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL o MANAGEMENT AND LOCAL AGENCY REQUIREMENTS.v R y c N .................. SAWCUT LINE. PAVEMENT MUST p 15. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN BE SAWCUT AND REMOVED. CD w Q APPROVED STORMWATER MANAGEMENT PERMIT. rn <� UTILITY TO BE ABANDONED U-) w R N 16. DAMAGE TO THE EXISTING ROADWAY RIGHT-OF-WAY SHALL BE co 5 Q RESTORED/REPAIRED TO THE SATISFACTION OF THE CIN AT UTILITY TO BE REMOVED r r _ M IL THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS CONSTRUCTION SCREEN FENCE ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE LL EXISTING CONDITION OF THE RIGHT-OF-WAY. ` ` ` LIMITS OF CONSTRUCTION r 17. DEMOLITION OF EXISTING CURB AND SIDEWALK SHALL BE x SILT FENCE a FROM THE NEAREST JOINT OF THE EXISTING CURB OR TP TREE PROTECTION W SIDEWALK TO THE NEAREST EXISTING JOINT PAST THE POINT a OF CONNECTION OF ANY NEW CONSTRUCTION. - DIVERSION DITCH ; 00 J O CONSTRUCTION ENTRANCE ❑■ INLET PROTECTION BENCHMARK SET REBAR. ELEVATION = 830.35 DEMOLITION KEYNOTES lO REMOVE UTILITY STRUCTURE. 2 PLUG/CAP EXISTING UTILITY PER AGENCY REQUIREMENTS. 14 REMOVE EXISTING TREE/VEGETATION.J 15 ADJUST CASTING TO GRADE 3 SAW CUT & REMOVE EX. CURB AND GUTTER 16 REMOVE AND RELOCATE EX. FIRE HYDRANT ASSEMBLY. - 4 DUKE ENERGY TO REMOVE POLES AND OVERHEAD ELECTRIC. COORDINATE WITH DUKE. 17 REMOVE AND REPLACE CASTING �J 5 T6 (2) 12' CONSTRUCTION GATES. 18 REMOVE EXISTING STORM PIPE. CONNECT TO NEW STRUCTURE PER SHEET C401. = ` W O7 POLE TO REMAIN. REMOVE POLE AND OVERHEAD ELECTRIC. 19 PROPOSED CONSTRUCTION SCREEN FENCE. CONTRACTOR TO ADJUSTFENCE AND GATES AS NECESSARY AS CONSTRUCTION Z O8 COORDINATE UTILITY STRUCTURE RELOCATION. 20 REMOVE EXISTING RETAINING WALL O REMOVE LIGHT POLE, STORE AND REINSTALL. ROCK DONUT v! 10 SAW -CUT AND REMOVE EX. WALK 2j O LU 11 CONNECT EX. STORM UNDERDRAINS ((2)-6"0 PVC PIPES) TO `J LU PROPOSED STORM SEWER SYSTEM ^ 12 BENCHMARK. W Q 13 COORDINATE REMOVAL AND STORAGE OF WOOD BRIDGE WITH CITY OF CARMEL. J LU NG li Q U 0 40 80 120 GRAPHIC SCALE IN FEET 1 4k.,� •Know whatsw. Call before you dig. SHEET N0. C101 m g D 0 0 a- a� 3 a LJ z L N om _o N 0 O N 3 a vi c a m' 0 73 0 a I c 0 a 0 0 a� 3 a a� c 0 a O O 0 0 L, of � o a c� m N N E 0 U CO o I N Q 'tI r- O N O � N 0 O Q, J � Q 3 o a 0 cm a I 0 c 0 - a 0 0 0 � L T 3 m ------------------------------ - a U 0 °0 O N � o O c a 0 E �< °M E O 1: 0 3 00 U o `P E o' o (0 1 0) 0 Lr) rn o oo E-� -gym 0 O - c N 0 0_2 _ 0 o � E > % zm-0) F>. O U Li o -o 0 J J 0 a m N BUILDING 1 BUILDING 2 FUTURE OFFICE 0 --- — - ��- n - 'u1M IooY■000�l O �■■■■o■I I■o■IL!•Ir 19' I.d 19' 3/B 9' B/E 19' B/B p 19' B/B BUILDING 4 (PUBLIC STREET) BUILDING 3 n; BUILDING 5 Uj 0 W U W W BI" i Z 0 40 80 120 GRAPHIC SCALE IN FEET 81 PAVEMENT LEGEND -LL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF O LIGHT DUTY ASPHALT LIGHT DUTY CONCRETE 00 DFUTURE ASPHALT Co L R/W ASPHALT :. ' :: • Z N r Vl N D HEAVY DUTY CONCRETE FUTURE CONSTRUCTION O w w w w T m m m rn I Y ACCESSIBLE PARKING NUMBER OF PARKING W O O O O Z SIGN OO SPACES _I LIGHT POLE }� ACCESSIBLE PARKING 0 �) PAVEMENT SYMBOL U U U U M LIMITS OF CONSTRUCTION x x x x z I w w w w 0 l ; a a EL o_ in INTERSECTION T6 —w w w w (n _N N_ (n J BE CONSTRUCTED I z AS A PART OF THE I I m m w VETERANS WAY EXTENSION I Q N o 0 o N SITE NOTES 1 ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB �7 PARKING SUMMARY LOCATIONRANS DRIVE OUN33 TITY VETE SOUTH RANGELINE ROAD 09 PODIUM (UPPER LEVEL) 73 1 SHEET NO. PARKING IN BLD 1&4 33 GARAGE 511 TOTAL 659 1I : C200 'r Know what's below Call before you dig. -LL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF 00 r, Co L :. ' :: • :��% PAVEMENT.DIMENSIONS : ..y : LL EAT INTEGRAL CURB & WALK SHALL BE TO BACK OF T. :/ CURB. Z M N . '.':::�1:.;::: -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. :.,. / • : ; 1:I 2. ALL RADII IN PAVED AREAS AND ON CURBS SHALL BE 5' FACE OF CURB _ DUKE ELECTRIC ` : — — UNLESS NOTED OTHERWISE. p N ESMT. I� 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Z m ALL FlELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE H Q N z m J I PLANS FROM FIELD THE U ^ O w N m 57.8' - _ ACTUAL CONDITION, CONTRACTOR SHALL CONTACT _ — (P DIUM — — — — — — A IMMEDIATELY. � O W III °0 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS Q W Y 55.8' NECESSARY. 0_ a a a V W I 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, > SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR nN/ LL w I RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. m J 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. T ca ao r PROPOS a j w 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. co 0 v o 53,9' R 00 � r Z � 8. ACCESSIBLE RAMPS ND SIGNAGE SHALL BE IN ACCORDANCE WITH � 1 FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS v ui c CD JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR R `y N o V SPECIFICATIONS. o CL h n V1; W I I M X 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. LOX w R N 0, a " W _ 10 THE CONTRACTOR SHALL BE EXPENSE TO DDEVICES E AT SREQUIRED to ALL AUTOMOBILE AND PEDESTRIANOTRAFFIC COTROLLE BY I.- cn < LL FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, r — — LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. L r - 55.5' 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, I _ GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR F F_I PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE W I DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER 7.5 L METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. a 1 ' 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN J INTERSECTION COMPLINCE WITH CITY STANDARDS AND ORDINANCES.00 ' CONSTRUCTION NOT 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL O IN CONTRACT IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. O I 14. ALL PAVEMENT WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH I CITY STREET PAVEMENT DETAILS. r T L - 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO THE CITY ENGINEER FOR f PROOF ROLL (317-887-5230) PRIOR TO INSTALLATION OF STONE AND II�I u PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY. 9 I I 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 16. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE U INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BE INSTALLED PER APPROVED SPECIFICATIONS AND J MADE SERVICEABLE. J 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL - STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHAIRBACK) AS NOTED. 0 ix Z 18. ALL CONCRETE CURB IN THE CITY RIGHT-OF-WAY SHALL BE CITY OF CARMEL STANDARD CHAIRBACK CURB. W z ZI j — — — — — — 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY OF THEDTHEARTMENT OF SHALL CONFOR THE THEESHALTL = W /J� CO TRACTORTO ENGINEERING. CONTACT DEPARTMENT OF .. LU li ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE Z 5 DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION ` = z W REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO r , _ _ p WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. v O 0 Z_ ,^ 20. SEE SHEETS C201 AND C202 FOR DETAILED NOTATIONS AND DIMENSIONS. J to V , O 06 W J 21. LONG TERM BICYCLE PARKING SHALL BE PROVIDED IN PARKING GARAGE.\ W > J SEE SHEE C700 FOR BICYCLE RACK DETAIL. / li LU Q W W 2 W HLU a i U F- O C G W ®• Q U PARKING SUMMARY LOCATIONRANS DRIVE OUN33 TITY VETE SOUTH RANGELINE ROAD 09 PODIUM (UPPER LEVEL) 73 1 SHEET NO. PARKING IN BLD 1&4 33 GARAGE 511 TOTAL 659 1I : C200 'r Know what's below Call before you dig. 3 a L, ry x 0 _0 N 0 L0 O N 3 a vi m 0 E 0 I 3 0 Q: 0 3 a a� O O O 0 LL 0 J EXISTING NORMAL POOL: 826.12 EXISTING 100 YEAR ELEV.: 828.09 ' ' PROPOSED NORMAL POOL: 825.50 PROPOSED 2 YEAR ELEV: 827.49 PROPOSED 10 YEAR ELEV: 828.60 PROPOSED 100 YEAR ELEV. r�0E _ 829.60 14 CURB TRANSITION, MEET EXISTING CO) _ —� INTERSECTION TO T ca N I L ■ ■ BE CONSTRUCTED . AS A PART OF THE / ,•' I 13 C� N VETERANS WAY EXTENSION SAWCUT EXISTING PAVEMENT AND RACK DETAIL. "1 STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 18 'YIELD TO PEDESTRIANS" SIGN z00 19 AREA WELL -REFER STRUCTURAL 24 CARMELDEPRESSED CURB PER 20 6" CONCRETE PAVEMENT 21 4I m T� 21 FUTURE HARDSCAPE IMPROVEMENTS ... LU T _ .. a ...e • 40 p a" Illy a-—�-�-� —— — 348'R a e ■ � :,Qo 2 a: a � ■ ■ °0 O N � � o 0 0 a 0 E 0 � Nm a � E 00 0 Ego Nmcy) n No 0 O Dm 0 EN -00m o - c:N 0 U � E > % zm_(O �,. O U � w 0-0 TN/ J J (7 PAVEMENT LEGEND O LIGHT DUTY ASPHALT LIGHT DUTY CONCRETE D FUTURE ASPHALT R/W ASPHALT I I ....... DHEAVY DUTY CONCRETE FUTURE CONSTRUCTION A, ACCESSIBLE PARKING O NUMBER OF PARKING SIGN SPACES LIGHT POLE ACCESSIBLE PARKING PAVEMENT SYMBOL LIMITS OF CONSTRUCTION BUILDING 3 0 20 40 60 KEYNOTES GRAPHIC SCALE IN FEET 1 STRAIGHT CONCRETE CURB _ a■■Ilii■I slim ►CJI■II■■�■� Erg, amems ■FARM■, 0■■ OEM= weal iii oil i RUN MEN i o a a a O�I�► III■H� O2 INTEGRAL WALK AND CURB CONCRETE CURB & GUTTER 3A (TYPE III) 38 CONCRETE CURB & GUTTER (TYPE II) O4 CONCRETE SIDEWALK OADA ACCESSIBLE RAMP WITH DETECTOR STRIP © CROSSWALK STRIPING, WHITE OSTOP BAR - 24", WHITE, PAINTED O8 STOP SIGN O4" PAINTED WHITE PAVEMENT STRIPE SITE CONCRETE STEPS - 7" 10 RISERS, 11" TREADS; REFER TO GRADING PLAN FOR ELEVATIONS 11 4" PAINTED BLUE PAVEMENT o I STRIPE AT 45• ANGLE, 2' O.C. 12 TRANSFORMER PAD 13 DUKE ELECTRIC EASEMENT zz 14 CURB TRANSITION, MEET EXISTING CO) HARDSCAPE IMPROVEMENTS BY 15 OTHERS W T ca N IF APPLICABLE, DRIVEWAY 1 g CONNECTION TO EXISTING CURB/PAVEMENT SHORT-TERM BICYCLE PARKING. 23 SEE SHEET C700 FOR BICYCLE BUTT JOINT AT TRANSITION OF 17 N PROPOSED ASPHALT TO EXISTING SAWCUT EXISTING PAVEMENT AND RACK DETAIL. REMOVE. STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 18 'YIELD TO PEDESTRIANS" SIGN z00 19 AREA WELL -REFER STRUCTURAL 24 CARMELDEPRESSED CURB PER 20 6" CONCRETE PAVEMENT W Q m D 21 FUTURE HARDSCAPE IMPROVEMENTS STANDARDS. (SEE SHEET 705)U^ 81 z z z W W W 1n }O }O }O Z U U U 0 z W W W 0 LLI a a a v1 W w w N N 0 J Q m m m m 0000 coo m N m n coo 22 CAST -IN-PLACE CONCRETE RETAINING WALL z ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY '11* M N T ca N 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR SHORT-TERM BICYCLE PARKING. 23 SEE SHEET C700 FOR BICYCLE N THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS IN FIELD BEFORE 1* c RACK DETAIL. O STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2— z00 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN 24 CARMELDEPRESSED CURB PER ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT v m N m STANDARDS. (SEE SHEET 705)U^ LU O CITY STREET PAVEMENT DETAILS. d oLo 25 CONSTRUCTION LIMITS O O H N R M 0 SITE NOTES a o 0 0 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO BACK OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS AND ON CURBS SHALL BE 5' FACE OF CURB ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY 00 FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, UNLESS NOTED OTHERWISE. T ca N 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR 3. THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS IN FIELD BEFORE 1* c STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2— z00 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN J ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT v y c c rn IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. A/E IMMEDIATELY. R�! O CITY STREET PAVEMENT DETAILS. d oLo Q r n 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS C R M NECESSARY. LO y R N PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY. Z 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. ` LU 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED ctoo r Q INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITEcp DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, m — M LL SERVICEABLE. OMADE W\ SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHAIRBACK) AS NOTED. RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER 18. ALL CONCRETE CURB IN THE CITY RIGHT-OF-WAY SHALL BE CITY OF CARMEL STANDARD CHAIRBACK CURB. W Q CONSTRUCTION WORK IS COMPLETED. = J SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE a DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. 20. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER W 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. 21. SEE SHEETS C201 AND C202 FOR DETAILED NOTATIONS AND DIMENSIONS. PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. \ a SEE SHEE C700 FOR BICYCLE RACK DETAIL. 8. ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITHJ 00 FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION, SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR O SPECIFICATIONS. O 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN J COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. J 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. _ 14. ALL PAVEMENT WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH CITY STREET PAVEMENT DETAILS. Z 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO THE CITY ENGINEER FOR = PROOF ROLL (317-887-5230) PRIOR TO INSTALLATION OF STONE AND W PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY. Z 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. ` LU 16. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE U O AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE v INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITEcp DEVELOPMENT MUST BE INSTALLED PER APPROVED SPECIFICATIONS AND J SERVICEABLE. OMADE W\ 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHAIRBACK) AS NOTED. / Li 18. ALL CONCRETE CURB IN THE CITY RIGHT-OF-WAY SHALL BE CITY OF CARMEL STANDARD CHAIRBACK CURB. W Q 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY = J SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. 20. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER f 1 PAVEMENT, CURB, WALK, OR PATH WITHIN THE PROPOSED RIGHT-OF-WAY. CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. 21. SEE SHEETS C201 AND C202 FOR DETAILED NOTATIONS AND DIMENSIONS. 22. LONG TERM BICYCLE PARKING SHALL BE PROVIDED IN PARKING GARAGE. SEE SHEE C700 FOR BICYCLE RACK DETAIL. 1 12 SHEET NO. C201 'r Know what's below. Call before you dig. 3 5 a L� x 0 o_ N O 0 N o� 3 73 01 a M c 0 E 73 0 a I 3 c 0 q: 0 3 a ate° O C 0 0 0 °0 0 N � 0 o c a o E o C) g c: NQ E o E 3 O U oo,d- Eo (n 0) X00 oU-) o Elm N co c:0 N � O U� ENa z m v/ a� vv O U W 0-0 J J U u. 11 F1111111 !m 10 25 4 14 q 3 17 6 24 25 3B 25 WEST CARMEL DRIVE (PUBLIC STREET) 00 1 8 �f in m ro a 20 61' Ll a 9� 0 20 ,�yfz 3R 24' O n.0liOslo Mimi mail gal NMI ieue`1e l®i�lill all lSUN 1■1llr, It lmIimi ll :iou■l it FUTURE OFFICE / T it f 4'R 18.5' 7' PROPOSED ORIGHT-OF-WAY 5, 4 a, ' 3 3'R 5 / .g 24 SEE CITY OF CARMEL / 25 COMMERCIAL DRIVEWAY DETAIL (SHEET C701) i i C PAVEMENT LEGEND KEYNOTES LD LIGHT DUTY ASPHALT D LIGHT DUTY CONCRETE DFUTURE ASPHALT R/W ASPHALT DHEAVY DUN CONCRETE FUTURE CONSTRUCTION 81 H F H Y ACCESSIBLE PARKING O NUMBER OF PARKING SIGN SPACES 22 INTEGRAL WALK AND CURB 14 CURB TRANSITION, MEET EXISTING y � Ld O CONCRETE CURB & GUTTER 15 HARDSCAPE IMPROVEMENTS BY O OTHERS W O O O O LIGHT POLE 1 ACCESSIBLE NG (TYPE III) U U U U a PAVEMENT SYMBOL 3B CONCRETE CURB & GUTTER IF APPLICABLE, DRIVEWAY M M M LIMITS OF CONSTRUCTION (TYPE II) 16 CONNECTION TO EXISTING U U U U iSHEET N0. I 0 20 40 60 \ GRAPHIC SCALE IN FEET ( ' ' C202 "^ Know what's below. Call before you dig. KEYNOTES O1 STRAIGHT CONCRETE CURB 13 DUKE ELECTRIC EASEMENT Z H F H 22 INTEGRAL WALK AND CURB 14 CURB TRANSITION, MEET EXISTING y � Ld O CONCRETE CURB & GUTTER 15 HARDSCAPE IMPROVEMENTS BY O OTHERS W O O O O Z 1 (TYPE III) U U U U a 3B CONCRETE CURB & GUTTER IF APPLICABLE, DRIVEWAY (TYPE II) 16 CONNECTION TO EXISTING U U U U CURB/PAVEMENT Z O4 CONCRETE SIDEWALK w Lu w w CD BUTT JOINT AT TRANSITION OF 17 a a a- a in 0 ADA ACCESSIBLE RAMP WITH PROPOSED ASPHALT TO EXISTING SAWCUT EXISTING PAVEMENT AND w Lu w w W DETECTOR STRIP REMOVE. to N to to © CROSSWALK STRIPING, WHITE a Z 18 "YIELD TO PEDESTRIANS" SIGN x x of 0_ L, OSTOP BAR - 24", WHITE, PAINTED 19 AREA WELL -REFER STRUCTURAL ao ao ao ao ao W O8 STOP SIGN 20 6" CONCRETE PAVEMENT Q \ N \ c2 \ 0 \ o \ N O4" PAINTED WHITE PAVEMENT oo r- (D L STRIPE21 FUTURE HARDSCAPE IMPROVEMENTS SITE CONCRETE STEPS - 7" Z 't M N 10 RISERS, 11" TREADS; REFER TO 22 CASA -IN-PLACE CONCRETE GRADING PLAN FOR ELEVATIONS RETAINING WALL 4" PAINTED BLUE PAVEMENT SHORT-TERM BICYCLE PARKING. SEE 11 700 BICYCLE 23 FOR STRIPE AT 45' ANGLE, 2' O.C. RACK DETAIL. G � N 12 TRANSFORMER PAD 24 CARMELDEPRESSED CURB PER 0 N m STANDARDS. (SEE SHEET 05) U Lu O 25 CONSTRUCTION LIMITS 0 . 0 0 SITE NOTES o 0 a 0 0 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO BACK OF Q CURB. Q -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. O 2. ALL RADII IN PAVED AREAS AND ON CURBS SHALL BE 5' FACE OF CURB co UNLESS NOTED OTHERWISE. W 3. THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS IN FIELD BEFORE le C co I STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Z - Iq Z ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT C1 v_i C Iq J w I A/E IMMEDIATELY. 2 LO W d p LO n 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS C oD C M j I NECESSARY. Lo y M N a 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED tiM Q I DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, n/ SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR LL I RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER WORK CONSTRUCTION IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. iW O 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. \ is 8. ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH 00 J FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR O SPECIFICATIONS. O 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER I METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. / 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN J COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. J / 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. �_ Q 14. ALL PAVEMENT WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH Lu / CITY STREET PAVEMENT DETAILS. 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO THE CITY ENGINEER FOR = Z I j / INSTALLATION OF STONE AND W PAVOOF EMENTOLL WITHIN7PUBLICS230) RIGHTPOORNAO Q O / 5Y. 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. W Z 16. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE a.^ U 1 AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE v Op O Z INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE J to Z DEVELOPMENT MUST BE INSTALLED PER APPROVED SPECIFICATIONS AND MADE SERVICEABLE.ON J Ga Lu Q 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL W W W n a Q J STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHAIRBACK) AS NOTED. ^ O U 0- W SHALL BE CITY OF 18. ALL CARMEL NSTA DARDRCHAIRBACKB IN THE C CURITY B. o Lu W 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY W UJ = J SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF UJ U cn ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE N DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION W REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, N AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO L L WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. 20. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER ' 1 PAVEMENT, CURB, WALK, OR PATH WITHIN THE PROPOSED RIGHT-OF-WAY. V CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. 21. SEE SHEETS C201 AND C202 FOR DETAILED NOTATIONS AND DIMENSIONS. 22. LONG TERM BICYCLE PARKING SHALL BE PROVIDED IN PARKING GARAGE. SEE SHEE C700 FOR BICYCLE RACK DETAIL. iSHEET N0. I 0 20 40 60 \ GRAPHIC SCALE IN FEET ( ' ' C202 "^ Know what's below. Call before you dig. li I'i �i1 Z DEMOLITION NOTES r'I ------------- ce!!l I `1 V7 I;� II `` A i I II �,� 1. CONTRACTOR IS TO PROVIDE TO OWNER A LINE ITEM BID ` mI - - - - - - _ T__` - - - - - - - - - - - - - - - - - - u I ; a , I lil ALTERNATE FOR CRUSHING AND STOCKPILING ON SITE 0 40 80 120 AND ASPHALT MATERIA TO BE USED AS -828--------------- GRANULAR FILL. P I 11 1 EXISTING CONCRETE -------------------------------- CB --- ------------- I I d - i I 3 li a •� I I i 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR GRAPHIC SCALE IN FEET I ' ' CB1 CB2 C63 CB4 CB5 CB6 ' �ti /1 'ml I'�I I 1 UTILITY VA�ILT ' N 7 �' I \I 8 `ILABLE HW8 i HW 4 J 1 1 I I I INFORMAPPROXIATION. ATE LTHE TICONTRACTOR ONS ISHALL BENG TO A RESPONSIBLE GRADING LEGEND 'J� + U ILITY WILT ` FOR DETERMINING THE PRESENCE AND LOCATIONOFTHE F - - --------------- -7`a32__ �- __-- - -827-_ _---------- - - I THE�UTILI IES�DURINGDPROBNGINORACONSTRUCTION.NETO _______ __-- -- -- -- 8 _ -799 EXISTING 1 CONTOUR _ - __ • - _ •P -" •_' - _ ' ' ' i' OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITY VAULT 828 _ - - - 6 -- A 1 'I i' UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION -- 6 - -"-- _ _ _ ----- ----- EXISTING 5 CONTOUR x I 1 800 382-5544. ' 29 f 9 "' i FUEL/0!L TANK `, ----- ------�i'�� ,' I �i ,' 799 PROPOSED 1' CONTOUR CONSTRUCTION ---- ---- ------ -- �- 8 1 ' , m 3. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES -. END S CTIC (1 R a DOUBLE WALL) a 830 - ,i ' --- D'UMPSTER ___--------- zs j - _--- O 1 , I ; , ! FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING 800 _ ' / -"-"-- ---- --` -- ______ \I i �'i� i!I `,`1\ THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT PROPOSED 5' CONTOUR EXISTING ASPHALT - _ STOCKPILE AR ------- --------------- I 7` TO REMAIN _` ti- I V i 4 1'Ir INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED xxx.xx 3 831 830 _ \' ", i I �' ;' AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, SPOT ELEVATION \ -A-LET ------ _ \`�,`' I I�'I� EXCEPT WHEN PERMITTED BY OTHERS. TO R I ` �.film xxx.xx STOP OF CURB ELEVATION Z i 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY xxx.xx xl � 2 831 111 \I',� 3a, / ---------831-___ _ PAVEMENT ELEVATION _ 832 11 \111 SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL 1 _ _ ID',, CONTRACTOR. li IiI SAN MH1 i I Uq� \\`'`` ------ 30 -------- ---- --- ---833 ---- ------,,_832- -- I.1 \1111 O CLEANOUT -� - 'CONTRACTOR SHALL POST - - j�Y�2�_\111` 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE W NOTICE OF INTENT ON ` 834 I i THE CONTRACTOR'S RESPONSIBILITY. \L-g35-��, / 1 CONSTRUCTION TRAILER. -- B. ■ CATCHLBASIN �\ ----1 -` , I+ 1 0"WTR- f - - 10"WT -y R �� \ + ` ®^ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE I 3 , 1 _--./1 R--- --10"W R---' -10"WT--10'W� 83. \ _ , , J� h--- - JO-WTR 3. `� ' ,1.� i 8 `�- ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED �I - • i� \ i 60` ____--_ ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE ■ CURB INLET -�_ B O -�/- - OE - - 1, - - + QE - - - - - - OE - •I-5 - - - - OE - - - - OE - - - OE - QE - \- - - - - - - \ ' ' \�O� �� i CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP 36 832 // 6 1 - - - OE �\ -;=-' =30_=_- -_ AIRBORNE DUST TO A REQUIRED MINIMUM. O EXISTING MANHOLE -- - _ _ ------------ ------ _,�--- -- EXISTING INLET 832 /B�Gj g34 -- THE USE OF EXPLOSIVES IS PROHIBITED �= OE -- ------ 93P--- X83 n HW23 - - - - --932-------_ - SOIL BORING l a/ - _ 8. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING ("' J .. "' / , ` - - - - - - - - - - -�� - �c = - - - = - -/ /- - - - -- - - - - - - - - - - - - - - 1• -N - _ �O�a=--- PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, W W I 6s NO GRADING WITHIN ~` LIMITS OF CONSTRUCTION I - _ I / -------- ",I DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, N 18 RCF :827.20 / 3 -' N -`/\� BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, CONSTRUCTION SCREEN FENCE \ ' - ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION LU - 12 - 10' OF EXISTING �� Q �gE.Tod s PP :834.55 'C \ �/ �� SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR ML N R;P To P :834.52 POLES / 832.20 1 e I PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL X SILT FENCE g}4' i / '` T$ \ kk \ /9 '`e3 - _ DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND/OR ..�� U 'r,-- REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL TP TREE PROTECTION FENCE 1 - 83s , h-,W7R'� - TR /832.40 III 832.80 / = _ \\ 0�� \ \ 6 ' BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT _ . . DIVERSION DITCH O I I -- - - - - WTR - - - - - r R' / - 832.40 LEAST THEIR ORIGINAL CONDITION. Z f^ / 1 J\ � , 8`3�2`2"`0� 1 �`.8 833 9. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ® CONSTRUCTION ENTRANCE I 8e �T\ a 1 I % / ' ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL 3 �/ 111\ i // 1`1` k I s $ �j� ', ' /� MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. / \ $ /; EROSION CONTROL BLANKET N O 10. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN Z O -`\\\ APPROVED STORMWATER MANAGEMENT PERMIT. FUTURE CONSTRUCTION H `-8 41 __, - a ` 8 / APPROXIMATE \ \ �! LOCATION OF STONE 11. DAMAGE TO THE EXISTING ROADWAY RIGHT-OF-WAY SHALL BE U r O c li i i' ^ 35��\33\-_ - --I/STOCKPILE I TS / RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT ' OLU 836\ / INLET PROTECTION O ________________, I THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS 836----------_ - I - ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY ��--eaa PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE d II 1 i i i=842 e41-_��839___ _'38____= _-,\/ 832.90 a�, I -- - - I I 2.60 kkk 1 EXISTING CONDITION OF THE RIGHT-OF-WAY. BENCHMARK ROCK DONUT DETAIL 12. REMOVE EXISTING CONCRETE RETAINING WALL, FENCING/GUARD RAILING AND FOOTINGS. _- i 832.50 832.50 11 '1 I I �` 4 ,11;11 i I ; t1 1 Ts EROSION CONTROL NOTES GRADING NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, 1. CONTRACTOR TO EXCAVATE AND CONFIRM LOCATION AND ELEVATION OF AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL ALL UTILITY POINTS OF CONNECTION TO EXISTING LINES BEFORE INVERT 15 CPP :841.62 1 , 1 1, \ I I i >- NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, PERFORMING ANY UTILITY WORK OR ORDERING STRUCTURES. REPORT ANY > I I { (' z - STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR DISCREPANCIES FROM DESIGN PLANS TO ENGINEER OF WORK FOR Ir, 11 MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, COORDINATION. APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2. CONTRACTOR TO INSTALL A CONSTRUCTION ENTRANCE (SEE C306 FOR 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF DETAIL) AT ANY POINT WHERE CONSTRUCTION TRAFFIC ENTERS THE SITE. ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED / M 3. CONTRACTOR TO INSTALL EROSION CONTROL INLET PROTECTION AS SEDIMENT SHALL LO RETURNED TO THE POINT OF LIKELY ORIGIN OR NECESSARY TO EXISTING STRUCTURES. n / \ / II II �_ 3 I OTHER SUITABLE LOCATION. -/ 1 832.60 I i II / e e` / i , i/ 4. ANY EXISTING MANHOLES, STRUCTURES, ETC. WITHIN PROJECT 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED CONSTRUCTION AREA THAT ARE SHOWN TO REMAIN SHALL BE ADJUSTED _ I- AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING TO FINISH GRADES AS NECESSARY. -___-- 1 , i Ii , ' EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE _ ____T T e' - - rY L E OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND 5. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL 0 -_=-s� II f - - - - FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. _--- --- _ ""------------- - - ------ - CONTROL IN DEVELOPING AREAS FROM 6 NECESSARY SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE PROVIDE SMO _837 INDIANA HANDBOOK FOR EROSION CONT 3 840 - - -- i I 1 / / •� \ __ _-- - - - - - 3 - - C113/ - 01 / _ SOUJd-RANS IDLE ROAD 848_ _ A \ / ` __ (PUBLIC STREE J Q------- 2 \ -_-------849----- - 12"WTR------12"WTR------12"WTR------12'� R Q III�� ----12"WTR------12'WTR------ � CI14 \ 7=7- ' --____ -- , int, I THE DIVISION OF SOIL CONSERVATION. 00 7. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED JU JU - - - - -JU JU lf� MH15�� - - - - -a- �a ---112"WTR------'�2'WTR------12-W4 EXISTING STORM STRUCTURE TABLE EXISTING STORM STRUCTURE TABLE ID STRUCTURE TC ELEV INVERT CB1 CATCH BASIN 827.52 INV 10" PVC N 826.07 INV 12" PVC SW 826.07 CB2 CATCH BASIN 826.40 INV 10" PVC N/S 826.10 CB3 CATCH BASIN 827.42 INV 8" PVC N 826.22 INV 10" PVC S 826.22 CB4 CATCH BASIN 827.48 INV 8" PVC N/S 826.38 CB5 CATCH BASIN 827.56 INV 8" PVC N/S 826.46 CB6 CATCH BASIN 827.56 INV 8" PVC S 826.46 CB7 CATCH BASIN 828.33 INC 6" PVC E 827.18 HW8 HEADWALL CAN'T OPEN, ASSUMED PIPES SOUTHEAST & WEST INV 24" CMP 826.78 HW9 HEADWALL INV 18" CLAY E 830.40 INV 15" CMP 827.24 HW10 HEADWALL INV 18" CLAY W 830.47 INV 15" CMP 828.72 HW11 HEADWALL INV 12" RCP W 826.84 INV 12" RCP NE 839.84 HW12 HEADWALL INV 12" TILE SE 840.14 CI13 CURB INLET 847.14 CAN'T OPEN, ASSUMED PIPES EAST & WEST --____ -- , int, I THE DIVISION OF SOIL CONSERVATION. 00 7. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED JU JU - - - - -JU JU lf� MH15�� - - - - -a- �a ---112"WTR------'�2'WTR------12-W4 EXISTING STORM STRUCTURE TABLE ID STRUCTURE TC ELEV INVERT CI14 CURB INLET 847.21 CAN'T OPEN, ASSUMED PIPE WEST MH15 MANHOLE 847.82 INV 30" RCP N 833.72 INV 12" RPC E 841.82 INV 36" RCP S 833.57 C116 CURB INLET 844.42 CAN'T OPEN, ASSUMED PIPES EAST & WEST CI17 CURB INLET 844.54 CAN'T OPEN, ASSUMED PIPE WEST MH18 MANHOLE 845.12 INV 30" RCP N/S 834.26 INV 12" RCP E 838.32 CB19 CATCH BASIN 843.80 INV 15" RCP NW 838.00 MH2O MANHOLE 843.58 INV 24" RCP N 834.88 INV RCP E 836.38 INV 30" RCP S 834.78 MH21 MANHOLE 843.17 CAN'T OPEN, ASSUMED PIPES SOUTHEAST & WEST HW22 HEADWALL INV 18" CLAY E 830.40 HW23 HEADWALL INV 18" CLAY W 830.47 HW24 HEADWALL INV 12" RCP W 826.84 --- - ---- I A -- BY THE CITY OF CARMEL. _ _______ _ _____ _ \ WITH A TACK COAT MATERIAL. - _ -_____ _ 6. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED g, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE -------_-- ------------------ --- - --842 ------ STORMWATER MANAGEMENT PERMIT. - -- _ _--------------"" --843`__==______ EXCAVATING AROUND EXISTING TREES TO REMAIN SO NOT TO DISTURB AND - - - SD - - - -30"SD - -' -24"SD - TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. '� 1 7. ALL INLET PROTECTION WITHIN PUBLIC RIGHT-OF-WAY MUST BE -----""- _ ------ COMPLETELY BELOW THE GRATE. 9. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN MH18 MH -9--- 843 __ _ EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. 84q N VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY A COMPANIES SO NOT TO CAUSE DAMAGE. / 10. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL KEYNOTES INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET ' 1 CI17 -12 R - - - -12"WTR - M 12 a43- - - - -12' v DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. V 15"SO 1 GRAVEL CONSTRUCTION ENTRANCE. 11. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED J DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, J O EXISTING ASPHALT TO REMAIN. SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE C PROPOSED CONSTRUCTION SCREEN FENCE. CONTRACTOR CONSTRUCTION WORK IS COMPLETED. I O3 TO ADJUST FENCE AND GATES AS NECESSARY AS N CONSTRUCTION PROCEEDS. 12. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL `W REMOVE EXISTING CONCRETE RETAINING WALL. INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 13. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. W I ( 5) (2) 12' CONSTRUCTION GATES. Z I }v-( ' 6 POLE TO REMAIN. 14. SEE SHEET C101 FOR EXISTING STORM SEWER INFORMATION. W N I O7 ROCK DONUT. 15. SEE SHEET C101 FOR CONSTRUCTION FENCE LOCATION. I 8 ROCK CHECK DAM. 16. CASTING DESIGNATIONS PER INDOT STANDARD DRAWINGS, DATED 1998. �/� O m V� a 9 ROCK CHUTE. 17. FOR MANHOLE DETAILS SEE SHEETS C702 & C703. 0 10 BENCHMARK. 18. FOR STRUCTURE DETAILS SEE SHEET C703. W 11 FUTURE FOUNDATION WALL. 19. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A li W ADJACENT NT D OR 0100NYEAR LOCAL DITCH ORENO REGIONALSTHAN 2 FEET FLOOD ELEVATIONS,VE ANY WHICHEVER Q TS TEMPORARY SEEDING IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, W 12 REMOVE EXISTING ASPHALT AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A T J BUILDING. THIS SITE'S MINIMUM FLOOD PROTECTION GRADE IS 830.55. i 20. LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE W ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION 5 EXISTING SANITARY STRUCTURE TABLE ID STRUCTURE TC ELEV INVERT INV W/E 816.40 SAN MH1 MANHOLE 834.80 INV 8" E 827.30 INV W 828.69 SAN MH2 MANHOLE 841.79 T/P NE 838.09 T/P SE 837.09 SAN MH3 MANHOLE 842.71 CAN'T OPEN 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. THE LOWEST ADJACENT GRADE FOR PROPOSED BUILDINGS IS 831.71. ALL AR EAS THAT ARE LEFT U UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. 81 Z Z Z }U yU }OU Z F F F Z w �w LU 0 W N J 00 aD 00 Do 010 t\0 0\D N ado n co 1` a o Z co vi c rn U) N O CL � r O M 0 M w N 3 � � X N s M u - W � a � J O 3 INV 8 OR ,o" PVC W 820.15 PERSON RESPONSIBLE FOR SWPPP 1 SHEET NO. SAN MH4 MANHOLE 833.55 TOMMY CORNELISON INV 8 OR 10" PVC N 820.20 SITE MANAGER ALLIED DIVERSIFIED CONSTRUCTION, INC. I O O 881 3RD AVE. S.W. CARMEL, IN 46032 'r Know what's below. 701-609-8670 CELL Tommy.cornelison®allieddiversified.com Call before you dig. tT 3 5 o_ Li X o_ N O O N m 3 V) LU 0 z I ry 0 I 0 O tT r 3 0_ c LP 0 a° L0 O 06 O o N O 0 of Lam. N oa E O o -�' 00 O U E N O r rn 00_ O KO " E� N m O 0000 GO U O � 0 EQ>a` z0) O U (n W O-0 T on " J J (7 t .I t II I, W --- 1I 2.3 f♦ r W I 2.4 n 12. 11 1 11 ---844{-l_1/ t I •_845J-yT. / I 1 I 2. ___________________ \ C -Hl -9C '035 30 b/L 3S 3HL 30 3Nn A 3 - - \ - - - --------1149----------- - ----------------------------------- M -rep:- ------849---�i� n 0 40 80 120 GRAPHIC SCALE IN FEET n GRADING LEGEND ---------799------- Pre -Development Post -Development EXISTING 5' CONTOUR 799 Site Outlet # Item D.A. Depressed 2 -Yr. 10 -Yr. 100 -Yr. D.A. Depressed 2 -Yr. 10 -Yr. 100 -Yr. CLEANOUT A MANHOLE ■ (ac) Storage? (cfs) (cfs) (cfs) (ac) Storage? (cfs) (cfs) (cfs) LIMITS OF CONSTRUCTION NECESSARY TO EXISTING STRUCTURES. CONSTRUCTION SCREEN FENCE X SILT FENCE (y/n) TREE PROTECTION FENCE - DIVERSION DITCH ® (y/n) ® EROSION CONTROL BLANKET TO FINISH GRADES AS NECESSARY. FUTURE CONSTRUCTION EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE 1 Default Unit Discharge Allowable BENCHMARK PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL ROCK DONUT DETAIL FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE 6. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS 0.1 /Ac. 0.3/Ac. NECESSARY. @ Ex. Pond Release Rate (cfs/acre) 7. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED - BY THE CITY OF CARMEL. WITH A TACK COAT MATERIAL. 6. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED 8, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE Ouffall Basin,S ecificUntDischarge N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ❑ p Allowable Release Rate, if any W N Q >N> (cfs/acre) W ao ao ao ao ao Unit Discharge Allowable Release N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A CID O Rate Based on D/S Restrictions, if 0000 W to 't M N any (cfs/acre) Adopted Unit Discharge Allowable N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Release Rate (cfs/acre) Allowable Release Rate (cfs) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Allowable Release Rate City Basin & Ex. N. Basin Y 3.26 6.51 14.12 City Basin & Pr. N. Basin Y - 3.26 6.51 Modeling Results (cfs) 4.81 & 2.59 4.81 & 5.04 Modeling Results (cfs) City Basin & Pr. N. Basin Y 2.17 3.16 6.37 (No Offsite Basins) 4.81 & 5.04 Modeling Results (cfs) Ex. NE- OffSite Basin N 6.18 10.81 21.57 Pr. NE- OffSite Basin N 6.53 11.22 22.00 (Offsite Basin) 5.61 5.61 Modeling Results (cfs) City & Ex. N. & Y 8.17 15.15 32.09 City & Pr. N. & Y 3.40 6.15 32.38 (W/ Offsite Basins) Totals (Modeled) NE OS Basins Pr. NE -OS Basins 13.01 4.81 & 5.05 & 5.61 2 Default Unit Discharge Allowable 0.1 0.3 Ex. 24 -In Release Rate (cfs/acre) CMPEx. & Basin -Specific Unit Discharge N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ( Allowable Release Rate, if any Pr. S. Basin) (cfs/acre) Unit Discharge Allowable Release N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Rate Based on D/S Restrictions, if any (cfs/acre) Adopted Unit Discharge Allowable N/A IV/A N/A N/A N/A N/A N/A N/A N/A N/A Release Rate (cfs/acre) Allowable Release Rate (cfs) N/A IV/A N/A N/A I N/A N/A N/A N/A N/A N/A Allowable Release Rate lots) Ex. S. Basin N 10.65 17.23 31.96 Pr. S. Basin N 8.47 14.60 Modeled 5.38 2.29 t .I t II I, W --- 1I 2.3 f♦ r W I 2.4 n 12. 11 1 11 ---844{-l_1/ t I •_845J-yT. / I 1 I 2. ___________________ \ C -Hl -9C '035 30 b/L 3S 3HL 30 3Nn A 3 - - \ - - - --------1149----------- - ----------------------------------- M -rep:- ------849---�i� n 0 40 80 120 GRAPHIC SCALE IN FEET n GRADING LEGEND ---------799------- EXISTING 1' CONTOUR ---- 300----- EXISTING 5' CONTOUR 799 ALL UTILITY POINTS OF CONNECTION TO EXISTING LINES BEFORE COMPANIES SO NOT TO CAUSE DAMAGE. PROPOSED 1' CONTOUR 800 PROPOSED 5' CONTOUR XXX.XX SPOT ELEVATION xxx.xx TOP OF CURB ELEVATION xxx.xx PAVEMENT ELEVATION ® CLEANOUT A MANHOLE ■ CATCH BASIN PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF CURB INLET O EXISTING MANHOLE ❑ = EXISTING INLET - SOIL BORING O LIMITS OF CONSTRUCTION NECESSARY TO EXISTING STRUCTURES. CONSTRUCTION SCREEN FENCE X SILT FENCE TP TREE PROTECTION FENCE - DIVERSION DITCH ® CONSTRUCTION ENTRANCE ® EROSION CONTROL BLANKET TO FINISH GRADES AS NECESSARY. FUTURE CONSTRUCTION EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE INLET PROTECTION BENCHMARK PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL ROCK DONUT DETAIL EROSION CONTROL NOTES GRADING NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, 1. CONTRACTOR TO EXCAVATE AND CONFIRM LOCATION AND ELEVATION OF Z AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL ALL UTILITY POINTS OF CONNECTION TO EXISTING LINES BEFORE COMPANIES SO NOT TO CAUSE DAMAGE. NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, PERFORMING ANY UTILITY WORK OR ORDERING STRUCTURES. REPORT ANY w STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR DISCREPANCIES FROM DESIGN PLANS TO ENGINEER OF WORK FOR DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, COORDINATION. APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 0 m yh DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, 2. CONTRACTOR TO INSTALL A CONSTRUCTION ENTRANCE (SEE C306 FOR 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF DETAIL) AT ANY POINT WHERE CONSTRUCTION TRAFFIC ENTERS THE SITE. CONSTRUCTION WORK IS COMPLETED. ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT N W SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED 3. CONTRACTOR TO INSTALL EROSION CONTROL/INLET PROTECTION AS O SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR NECESSARY TO EXISTING STRUCTURES. O OTHER SUITABLE LOCATION. 4. THIS PLAN ANY EXISTING MANHOLES, STRUCTURES, ETC. WITHIN PROJECT 3. EROSION CONTROL SHALL BE IMPLEMENTED ON ALL DISTURBED CONSTRUCTION AREA THAT ARE SHOWN TO REMAIN SHALL BE ADJUSTED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING TO FINISH GRADES AS NECESSARY. 5 EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND 5. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL - FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE 6. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS -_ INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM NECESSARY. THE DIVISION OF SOIL CONSERVATION. 7. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED - BY THE CITY OF CARMEL. WITH A TACK COAT MATERIAL. 6. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED 8, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE TT STORMWATER MANAGEMENT PERMIT. EXCAVATING AROUND EXISTING TREES TO REMAIN SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 7. ALL INLET PROTECTION WITHIN PUBLIC RIGHT-OF-WAY MUST BE WW ^ COMPLETELY BELOW THE GRATE. 9. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN �� EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. Z VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY O� COMPANIES SO NOT TO CAUSE DAMAGE. '\\\ 10. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL w INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET 1 e�� DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. I N 11. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED 0 m yh DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE O CONSTRUCTION WORK IS COMPLETED. 12. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 13. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 14. SEE SHEET C101 FOR EXISTING STORM SEWER INFORMATION. 15. SEE SHEET C101 FOR CONSTRUCTION FENCE LOCATION. 16. CASTING DESIGNATIONS PER INDOT STANDARD DRAWINGS, DATED 1998. 17. FOR MANHOLE DETAILS SEE SHEETS C702 & C703. 18. FOR STRUCTURE DETAILS SEE SHEET C703. 19. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH 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, Indiana Yli ............. 0.Call before you dig. , 81 AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. THIS SITE'S MINIMUM FLOOD PROTECTION GRADE IS 830.55. t i I 20. LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE Z ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION O� 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. THE LOWEST ADJACENT GRADE FOR PROPOSED BUILDINGS IS 831.71. Indiana Yli ............. 0.Call before you dig. , 81 T 00 R N W o CD Z� L) Ci CD r O O O to N N O CL h O R T r Q) M LO N fp N cMo Q h fn M LL W 00 0 V J ^� F- 1 Z =W WCL 00 C/1) 0w IZ W W0 I- CW LL U SHEET NO. C301 W Cn Q a 1 Q CL CL CL CL ''�^ vn z 00 ZF Z O� Q W w W H w p y N W O W N W H Q OO O OV O O ❑ 0 } 3 V U 5 U Q z a W a- W 0 Q_ a V) W WW ❑ ❑ p W N Q >N> W ao ao ao ao ao O N Q ❑ 00 N OW n CID O 0000 W to 't M N Z T 00 R N W o CD Z� L) Ci CD r O O O to N N O CL h O R T r Q) M LO N fp N cMo Q h fn M LL W 00 0 V J ^� F- 1 Z =W WCL 00 C/1) 0w IZ W W0 I- CW LL U SHEET NO. C301 W Cn Q a 1 Q CL CL CL CL ''�^ vn z 00 O� N Z O p m o N W O W O W H Q U) W ❑ Y a ❑ ❑ ❑ 0 T 00 R N W o CD Z� L) Ci CD r O O O to N N O CL h O R T r Q) M LO N fp N cMo Q h fn M LL W 00 0 V J ^� F- 1 Z =W WCL 00 C/1) 0w IZ W W0 I- CW LL U SHEET NO. C301 W Cn Q a 1 Q CL CL CL CL ''�^ vn z O O E a 0 Z U m _ Q I � 0 O O L � N O m 3 V U H O � a 0 01 0 0 0 X Q I � 0 r, C7 0 h O 3 v a U I/ 0 O 0 0 O U n � U X V C a O U a v) o N O 0 0 0 a s= E 0 0 �a- -0 , V O E 0 Lq 3 vi 0 o�U Eos N�0 v; O h (70 N E� -cc 00m M 0 U -o E z m ,n 0 U Li O-0 amu/ 0 J (7 II I II U I I CB7 I I Z U L----- --l I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 0 40 80 120 N GRAPHIC SCALE IN FEET CB1 CB2 C133 CB4 CB5 C136 I4 4 4- t I I HW24 - 829 830 \---'-'-'--- - - - \\\ 831 831 829 830 o e j7 - ISIS WAYOYR - \ FLOOD PONDING LIMITS N PUBLIC STREET) 83 \\\�� \\\\ \\��\� \\� \ �\\�\\\ 83 1.2 O w w 832 I FLOOD ROUTING DIRECTION ; to O 2 0 Lu U O o z 832 2.1 � � I 3 1'10 U U v o 1111 z 2.2 FF=833.67 o a a N FF=833.67 Wood DLn Uj N N Q BUILDING 4 BUILDING 1 \ 00 53V2.44.. 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UEU' ' C301A 'r Know what's bellow. Call before you dig.