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HomeMy WebLinkAbout06100009 Civil Construction Plans Rcv. 9/28/2006 DOCSMUNICIPALITY CITYOF04RHEL ►yyyI �} ONE CIVIC SQUARE CARMEL IN 46032 JAMES BRAINARD, M jbrainard @carmeI.in.gov Ph. (317) 571 -2403 FAX (317) 844 -3498 OWNER: 0% 0 /P /r eat m e t 3 CIVIC SQUARE CARMEL,IN 46032 MICHAEL D. FOGARTY -CHIEF m(ogarty @carmzl.'in,gov Ph. (317) 571-2500 Fax (317) 571-2512 ENGINEER/SURVEYOR: Architects &Engineers 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 www.cripe.biz Ph. (317) 842 -6777 FAX (317) 841 -4798 LJ u � rro zr ns:e. x-. �r �._._._._ tt-+?t.�+TAiCa Ft ----- �- .... ,.,.`1C_,.,M^�'.'^" x� J 0 ! I J ! y ur in no -- — — — — — x Qom: x X x -x- x — -- r ! FUTURE CLARIF1ETi�' - { EXISTING x { PROPOSED POLICE i) BUILDING V. J µ11JNt17!fANCE I I ! I 1 1 f J ¢ X EXISTING ' MAINTENANCE BUILDING I I ~ I FUTURE CLA "TIER ; � ---�1 L ! x f EXISTING X ---f- - —'' -- -- ! I Ex I I I I I xI JJ j Li I \ ��� j I EXISTING I I I! s� r I I BUILDING I ' BUILDING I EXISTING ' EGULAIID 1 v� , �� %GE EASEMENT + p V CITY OF :CAF MEL STREET C PAR MENT i � I I � I I I I it I � t I I J O x EXISTING tl i i f I I WATER _— TOWER tl I I I_. H u EXISTING r ( ! I I ! !► i BUILDING EXISTING 11 { ! ! BUILDING E i I ! -FUTURE i ARKINS fl 1 � 0II I I — II / / ! FUTURE ADDITION I ! I —_ _. _—_ —_ — -- — — - -_ - - - -- - ! ! t F I! FUTURE --WATER �-TRErxEN T-PEAaT - J i I - -- —_— —_— I I STORAGE B INDS � `k �• � J s � FUTURE r FUTURE T U Rt _ �_ L � i 1 i I WASTE SALT 9 ra I ''r �\ �1 WAS N sz I - - - --+� �- - -- \1� I�BASIN FUTURE - ! I g FUTURE = e — 1 __�_7__ II 1 tt FIRE DEPT. i - - G 9 I I I I I I t ► 1 I I I II tl 1? 11 FUTURE I II 11 II 1! jl!I URE I I I WATER OPERATIONS 1 1 It I 111 1� I I I FACILITY UNDER CONSTRUCTION ! W ¢ I 1 SERVICE 1 11 11 Ij /! tj� , !! w I PUMP ! o FUTURE STATION I II __ II II tlr I - UNDERGROUND I I L, _7 —__ t t �I i11 Jj CLEARVELL 1 - p _�-- --� -_- - -__- - -d 1 � I A A R/V U NE 'A20 Di.E l l 20' DkE R UN J\ R/W LINE — — 131ST STREET 131ST STREET 131ST STREET — — I I o � , - 1 1 l • i J W i 0: 119991990488 \101011cad1Engr1CdS1CS.dwg, 9/2712006 3:58:30 PM, epops, •.4 PROJECT DATA Project Address: 131st STREET AND SHELBORNE ROAD Project Area: 0.95 ACRES Current Zoning S-1 Proposed Land Use Carmel Police Maintenance Facility Building Area: 3,575 SO. FT Parking Requirements: N/A Accessible Spaces: 0 Total Spaces Provided 2 AT &T JEFF RICE 252 -4274 252 -5000 BRIGHTHOUSE NET. BRANDY EARL 632 -9077 632 -5311 CITY ENGINEER GARY DUNCAN 571 -2441 571 -2439 CITY UTILITIES JOHN DUFFY 632 -9077 T. CO. SURVEYOR KENT WARD 776 -8495 776 -9628 D.O.C.S. SCOTT BREWER 571 -2478 517 -2426 STREET DEPT. DAVE KLINGENSMITH 773 -2001 773 -2005 SANITARY CLAY TOWNSHIP REGIONAL 844 -9200 844 -9203 WASTE DISTRICT - CANDY FELTNER EROSION CITY OF CARMEL T,: k r ca CONTROL AMANDA FOLEY 571 -2441 571 -2439 ~ O¢ CV J_ CL 1-6 W O Ld � LTU J Gi Z _i... co V zQ Z �� SIT — � W V �w O 0 � Z� Q r— U J !ri , ` A ,- a r•. i ; 'i• '. �: � \,.._ V� Q Q` V Drawn By: M. WAGNER Checked By: r f 7441 T. SCHELLENBERGER Scale: 0 Scale: I' = NA' C S Date 9-27-06 Project Number 0990488 -10101 #' lw�r y�rS':JI419 > . °t� -� !. i- �,TREbT 945-- �* -�� • �, - „•, -_�. ;�. ry �j ki a r` .. ( Crat:E i- 1: +� •'gyFl !! �I n• II 1� r , %t4” /, l�-,.l _ ` -f :.' rf' f ti- ,�,, 4 LJ u � rro zr ns:e. x-. �r �._._._._ tt-+?t.�+TAiCa Ft ----- �- .... ,.,.`1C_,.,M^�'.'^" x� J 0 ! I J ! y ur in no -- — — — — — x Qom: x X x -x- x — -- r ! FUTURE CLARIF1ETi�' - { EXISTING x { PROPOSED POLICE i) BUILDING V. J µ11JNt17!fANCE I I ! I 1 1 f J ¢ X EXISTING ' MAINTENANCE BUILDING I I ~ I FUTURE CLA "TIER ; � ---�1 L ! x f EXISTING X ---f- - —'' -- -- ! I Ex I I I I I xI JJ j Li I \ ��� j I EXISTING I I I! s� r I I BUILDING I ' BUILDING I EXISTING ' EGULAIID 1 v� , �� %GE EASEMENT + p V CITY OF :CAF MEL STREET C PAR MENT i � I I � I I I I it I � t I I J O x EXISTING tl i i f I I WATER _— TOWER tl I I I_. H u EXISTING r ( ! I I ! !► i BUILDING EXISTING 11 { ! ! BUILDING E i I ! -FUTURE i ARKINS fl 1 � 0II I I — II / / ! FUTURE ADDITION I ! I —_ _. _—_ —_ — -- — — - -_ - - - -- - ! ! t F I! FUTURE --WATER �-TRErxEN T-PEAaT - J i I - -- —_— —_— I I STORAGE B INDS � `k �• � J s � FUTURE r FUTURE T U Rt _ �_ L � i 1 i I WASTE SALT 9 ra I ''r �\ �1 WAS N sz I - - - --+� �- - -- \1� I�BASIN FUTURE - ! I g FUTURE = e — 1 __�_7__ II 1 tt FIRE DEPT. i - - G 9 I I I I I I t ► 1 I I I II tl 1? 11 FUTURE I II 11 II 1! jl!I URE I I I WATER OPERATIONS 1 1 It I 111 1� I I I FACILITY UNDER CONSTRUCTION ! W ¢ I 1 SERVICE 1 11 11 Ij /! tj� , !! w I PUMP ! o FUTURE STATION I II __ II II tlr I - UNDERGROUND I I L, _7 —__ t t �I i11 Jj CLEARVELL 1 - p _�-- --� -_- - -__- - -d 1 � I A A R/V U NE 'A20 Di.E l l 20' DkE R UN J\ R/W LINE — — 131ST STREET 131ST STREET 131ST STREET — — I I o � , - 1 1 l • i J W i 0: 119991990488 \101011cad1Engr1CdS1CS.dwg, 9/2712006 3:58:30 PM, epops, •.4 PROJECT DATA Project Address: 131st STREET AND SHELBORNE ROAD Project Area: 0.95 ACRES Current Zoning S-1 Proposed Land Use Carmel Police Maintenance Facility Building Area: 3,575 SO. FT Parking Requirements: N/A Accessible Spaces: 0 Total Spaces Provided 2 f INDEX SHT DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS / DEMOLITION PLAN C200 OVERALL SITE PLAN C201 SITE PLAN C202 SITE DETAILS C203 CITY OF CARMEL CONCRETE CURB POLICY C301 GRADING PLAN C401 EROSION CONTROL PLAN C402 EROSION CONTROL DETAILS C501 UTILITY PLAN C502 UTILITY PLAN DETAILS LEGAL DESCRIPTION LAND DESCRIPTION SEE THE EXECUTOR'S DEED RECORDED IN DEED RECORD 273, PAGE 312 THIRTY (30) ACRES OFF THE ENTIRE SOUTH END OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 18 NORTH, RANGE 3 EAST, LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA. BENCHMARKS REFERENCE BENCHMARK: LEE 2 AZI: D.N.R. BRASS CONTROL STATION TABLET IN THE TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY, AND LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 131ST STREET AND SHELBORNE ROAD, ELEV. = 917.52 (NAVD 88 DATUM) PROJECT BENCHMARKS: #205: LARGE HINGE NAIL SET IN POWER POLE #54 873 ON THE WEST SIDE OF SHELBORNE ROAD APPROXIMATELY 1000 FEET NORTH OF THE INTERSECTION WITH 131ST STREET. ELEV. = 917.41 (NAVD 88 DATUM) #1067: LARGE HINGE NAIL SET IN POWER POLE ON THE SOUTH SIDE OF 131ST STREET APPROXIMATELY 1600 FEET EAST OF THE INTERSECTION WITH SHELBORNE ROAD. ELEV. = 916.01 (NAVD 88 DATUM) CONTACT CO. /PERSON FOR OWNER CITY OF CARMEL 571 -2403 844 -3498 WATER DEPT. PAUL PACE 571 -2658 571 -2462 CINERGY /PSI DEAN GROVES 581 -3052 581 -3031 VECTREN DON PERDUE 776 -5534 776 -5553 AT &T JEFF RICE 252 -4274 252 -5000 BRIGHTHOUSE NET. BRANDY EARL 632 -9077 632 -5311 CITY ENGINEER GARY DUNCAN 571 -2441 571 -2439 CITY UTILITIES JOHN DUFFY 632 -9077 571 -2642 CO. SURVEYOR KENT WARD 776 -8495 776 -9628 D.O.C.S. SCOTT BREWER 571 -2478 517 -2426 STREET DEPT. DAVE KLINGENSMITH 773 -2001 773 -2005 SANITARY CLAY TOWNSHIP REGIONAL 844 -9200 844 -9203 WASTE DISTRICT - CANDY FELTNER EROSION CITY OF CARMEL T,: k r ca CONTROL AMANDA FOLEY 571 -2441 571 -2439 PRIOR TO DIGGING CONTACT, CAUTION: LOCATIONS OF ALL EXISTING 7046 MATT QUILLEN 7019 MARK WAGNER UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CRIPE TEAM CARMEL UTILITIES 1- 317- 571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, CINERGY /PSI 1- 800 - 382 -5544 but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE PROJECT MGR CARMEL ENGINEER 1- 317 - 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER PROJECT ENGR �[ O EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO PROJECT SURVEYOR BRIGHT HOUSE CABLE 1- 317- 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE CAD TECH. FIBER OPTIC COMMUNICATIONS 1 -317- 571 -2586 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR QUALITY ASSURANCE Q L .a CC to 6 U �� o�- 1710 PRIOR TO ANY AND ALL CONSTRUCTION. 317- 842 -6777 FAX - 841 -4798 EXT. NO. KAREN COLLINS, P.E. 7171 JENNIFER PHELAN, P.E. 7046 MATT QUILLEN 7019 MARK WAGNER 7128 TOM SCHELLENBERGER 7022 0 0 0 N 5 �[ O W W cl� D W _z U 0 LLI W = u' z w it W 0 �w zwQ z�� U U Q< a O FW- Ld (n 0` W W U j z z z Q V) aQa,_ QUJJJF -C� O Lr) I N f. Q � 00 -N OQ� aj of zr- a Q U Q L .a CC to 6 U �� o�- 1710 Q, �Q�w 000 z^ C T,: k r ca t. Q ~ O¢ CV J_ CL 1-6 W O Ld � LTU J Gi Z _i... co V zQ Z �� UJ Q � Z — � W V �w O 0 � Z� Q r— U CERTIFIED BY: �C? V� Q Q` V Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: I' = NA' Sheet C S Date 9-27-06 Project Number 0990488 -10101 AERIAL 10 211 FEMA FLOOD INSURANCE RATE MAP SCALE: 1))-200) CITY OF CARMEL, INDIANA COMMUNITY PANEL* 18057CO205F AREA x AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN EFFECTIVE DATE FEBRUARY 19, 2003 V : - - . : '- � ID � � I i � N I i I q � "�) ,--, . : • i I r ! , � - ci t~?� i , 1 /? CD . M Br _._...i , `�i C rA -- \.J 111--� . C rA a 11 . ) --- CrA . 1\ rf � 4 , ' T S -- 4 !' I \r \_ __ _ - - _.. _ ... _... . _ .... - -- --. i i i I I t , I I i PROJECT SOILS MAP SCALE: 1"=300' CrA- Crosby silt loam, 0 to 3 percent slopes. Major factors affecting urban uses include slight surface depression and modaral internal wetness. These limitations will be addressed through development with the erosion control guidelines, specifications and details. Br- Brookston silty clay loam. This is an upland depressionol soil. Major characteristics affecting urban uses are surface poinding and internall wetness. These limitations will be addressed through development with the erosion control guidelines, specifications and details. Refer to United States, Soil Survey of Hamilton County, Indiana. United Stot(�s Department of Agriculture Soil Conservation Service. November 1978 for engineering properties and limitations for various intended uses. r __ , '' / . - _ , r YVES ' 146.TH , /J �// i` - d 7 S R� T M t .\ �% . i ,- A H I Jt, c a. '� \ 'N O + 8 O V i `� ` `, . . t - - % [ i r-'� �� >�a�'l) ry t j , 1 =1 ( tp �'! 1 `.� c 0 - \ . Imo. Z ..�N- 90C '� 1 ' . '., 4 k f" ` .1' 1 1 \ -=�:� L 1. )1 :>✓'J .` •/ �j ,! 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I.. 7: .,Y - 1' , \� -5U% ' ' '.1� '�` -c_,- ,. 1'\ . - ,i 1 Q r. .l - - •, . fl PROJECT LOCATION MAP Quad Map: Carmel SCALE:1 "-2000 I 0: 1199919904881101011cad1Engr %Cds1C100.dwg, 9/27/2006 3:59:43 PM, epops, 1:1 EXIST 704 BEEHIVE INLET TC= 912.06 - IE W) 18" RCP= 909.37 IE E) 21" RCP = 909.37 EXIST 703 TC =911.98 IE(E) 24" RCP = 908.59 IE S) 15" RCP = 908.68 IE W) 21" RCP= 908.59 18 RCP _ _- -- - j `- 913 __ _ _ _ 21 RCP e - -- -- - -- � -------- __ .-- - - --- -- -- --- -- � -- o -_- - - � sz r o 15 REAR YARD - s_o_a1 a-a-� a -- o 2., �•�_ - o o 3__g__a o -- 16' - ��.�� 1 � _ - -�� -�_ - -~ - - - -- 914 - - - - - -- --- - -_ - .-` -- _ �_- _ ---_ _ WROUGHT IRON FENCE �1 i '#...� �- .. _ ..... _ ... _. _. _ -__ ___ X x x -- ---- -- - x x x �� -- -- -- - _I �► .. -_--_ x - __ x 1 x �__ x _ x _- ___- x ..-_� x 20 Q.� U, E. �. x x x - 01? _-� ;c o - -_ - _ l _ WROUGHT IRON FENCE ---- ---- 915 ---- -- -- _ /f' --�� ♦ ♦ �e / _ : _ ' - __ 916 o _ _ _ ♦ " 5 -- 915 --._. _ ----- ---� -'-' --'" _ -' 91 �-' - -_ _ _ -_ 920 919 918 921 - __- --- , _ _- _ ___ _ �`, J -1 JL r-- _-- 922 ___ ___� - -_� �� \ ; i ' I MATERIAL STORAGE BINS CONCRETE WALL _..� - ----- -" --- -- -____. ------ `- •� �� � j i � � � APPROX. 5.7' HIGH _ GRASS r j 1 1 ti ' I J, GRASS 921 ___ -- - - - 920 % , I i 1 EXIST 703A - TC= 914.72 919 916 �' I� I 1 0 , IE N 15 "RCP = 909.14' 918 PNT. #6809 SANI. MANHOLE 809 TC= 916.12' / / / l � / / // � � ;, / j / i '• / ( . - 1, )f IE S(8 PVC)= 908.07 / 7 3 ,' 13' 4 SEWER LATERAL LOCATION ♦ I rn , GRASS 1 ,- -, GRASS ,.; ,. BY PLANS. UNABLE TO ,} - _ CONCRETE - = --� - LOCATE DURING SURVEY. , ^�JV 77� - - ---- ` 6 "LATERAL awe a I 1 -_ -__ - -- ---j I 1 I • • \ I -- / I EXIST 710 =_ - - - - -- - - -__ - -- i \ I TC- 915.20' EXISTING -- __ IE (E) 36" RCP = 908.55' II ' I, W IE S 36" RCP = 908.55' MAINTENANCE BUILDING O I I I i I I • - _ T� - __ __ __tl - _ , _ l FFE 916.53 _T_ f {� E II L-- - - - - -- MULCH c7e) . I) I i SHRUBS & MULCH E ��.. ♦ , , 36 RCP I co ow man , r I \ • I i\ I 1 goo I ( SHRUBS & MULCH I � N I lE i ► � MULCH) 9, '� --� I __ - -- - - - - -- - - -- - -- --- - -- - - - - - -- -- - - - -- l 1 I I S ` „f' / ► i EXIST 712 I TC= 915.42' I I �- IE (E) 36 RCP = 909.22 I IE S 36" RCP = 909.22' I I IE (SW) 21 RCP= 909.22 I 1 ~- -� E:T EXIST 711 , I S TC= 915.27 917 EM ��`� IE (N) 36 RCP = 908.72 w / `�� I IE (E) 6" PVC= 909.78' I C� IE (W) 36" RCP = 908.72' LLJf ! ' \ I 36" RCP CD Fes- . -- ytj �-- -W --- --- W _ -W _ -W - i -." W - -Vi ; __ W� - w EXIST 712A QJ� \ TC= 913.79 1 i t ' O 1 � " � I ti IE (NE) 36 RCP= 909.49 , t I M 0s bunts " i' IE (SE) 17 - PVC= 910.75 1 r I I I I I I I I I ` II �I c I EXISTING WATER TOWER I- ' f_� 7 �' �. �.�-= I EXISTING I -� <j BUILDING I t j � fit { EXISTING BUILDING I -JI `• � i ��i t i III i__ .__ w_ I r � ,t �.. II. POINT #1007 ( I POINT #1006 0 C:50, FLAT INLET ( I I FLAT INLET I TC -915.1 I 0. 11999\ 9904381101011cad 1EngrlCdstCtOt.dwg, 9;27!2006 4.03.04 PIA, epups, 1.1 EXISTING FEATURES LEGEND - - - RIGHT OF WAY 0 POWER POLE EDGE OF PAVEMENT C - - -- GUY WIRE - CHAIRBACK CURB AND GUTTER ® TELEPHONE RISER ROLL CURB ® 0 UTILITY RISER; ELEC. & CTV -- STRAIGHT CURB E:T. ELECTRIC TRANSFORMER SANITARY SEWER &MANHOLE ate?- SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER STREET LIGHT EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY STORM SEWER; END SECTION, INLET & M.H. IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO LIGHT POLE -G - -G - -G GAS LINE © TRAFFIC SIGNAL -W - -W - -W WATER LINE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR FIRE HYDRANT - -E - -E - -E - ELECTRIC LINE (AERIAL) PRIOR TO ANY AND ALL CONSTRUCTION. VALVE; GAS & WATER -T - -T - -T TELEPHONE LINE (AERIAL) -'- STREET SIGN - - CTV- -CTV- -CTV- CABLE TELEVISION (AERIAL) ELECTRIC MANHOLE BTC BTC BURIED TELE. CABLE Q TELEPHONE MANHOLE BEC BEC BURIED ELEC. CABLE SEWER CLEANOUT FENCE LINE (FNC) ERRI IRRIGATION CONTROL BOX BCTV BCTV BURIED CABLE TV ® WATER METER I -I GUARDRAIL '0 GAS METER D. DEED DIMENSION © ELECTRIC METER M. MEASURED DIMENSION Q MAILBOX P. PLAT DIMENSION ® rhSPRINKLER HEAD 0� V) U C'JI-- O _ 0 I\ _ (14_ R. RADIUS x�0 SPOT GRADE L. ARC LENGTH TC TOP OF CASTING ELEVATION FND. FOUND IE INVERT ELEVATION 0 DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. s;Y (D 'co CAP STAMPED "P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. GENERAL DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPOSED DEMOLITION LEGEND TP TREE PRESERVATION EXISTING TO •• •. •� .� �. .. CONSTRUCTION LIMITS BE DEMOLISHED n CONSTRUCTION FENCE DEMOLITION KEY NOTES KEYNOTE LEGEND OSAWCUT AND REMOVE CURB. OSAWCUT AND REMOVE ASPHALT PAVEMENT. OREMOVE STOOP (COORDINATE WITH ARCH PLANS FOR BUILDING DEMOLITION) <3> SAWCUT AND REMOVE CONCRETE O5 REMOVE TREE AND REPLACE IN KIND PER SHEET C201 OREMOVE AND REPLACE FENCE FOR STORM SEWER INSTALLATION PRIOR TO DIGGING CONTACTo CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317- 571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and CINERGY/PSI 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1 -317- 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 - 571 -2586 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a U S N C 0 •q � CC O W W W W z t-- Ld � w = V) cnU�a'o W W Q z Z W Z F_ U O Q J� Cr Ckf O F- E?c)acna- �5zzza� a- aaaEr- QU_j_j_j 0 0 � I N `- 0 1- 00 N 0 (; C)fz •a 0 =z< Q L •� 0� V) U C'JI-- _ 0 I\ _ (14_ Q I �QNLLJ 0 00 Z s;Y (D 'co Cn f, :t! Q Z Z O cO J ON cr-o 2-1 c (� W cD L1J Q z �t- 0 LiL q w= U CD C0 Qo � Z �z C] F- 0 => Q Q Q r- U _Z F- C1� x � LLj CERTIFIED BY: Q AkO` V Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = 20' Sheet C101 Date 9 -27 -06 Project Number 0990488 -10101 N C O_ �N � O .n 'V N N I. 1 d O O Y O (n W Qd W W � _Z U U W Z F- W 2 to cnUU�z W O W Q _Z } W Z W Q W Z > I _Z U U Cl- � D O x of V) M FW-wNa =,J000Z Q Q Q � Q U J J J F- C� CD O� Ln 0 00 •N Q n O Q r- 6 rz Z - .C- "1 a_ � � U =z< a- < •C. Of U U _J � 0 o N O CL (�Q�� I I\Q�tLJ 000 Z U) L a) p) c W W - - U -- N U L Q Z H- O cv �o w c0 HLL- q `_L' z U Qo � Z � ck-,z Cr LLJ ~ O O :E O ¢ U CD W CERTIFIED BY: aQ` V` OJ •� C, P O� G Drown By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = 60' Sheet C200 Date 9 -27-06 Project Number 0990488 -10101 •'7 �a� WROUGHT IRON FENCE X x / I .000 00000 1 T15-42 EXISTING WATER TOWER ,1 of 6 M 1 --A-x --x- 1 L- x 00 •1 I� 1 i1 i it ii 11 I+ 11 i1 I + {i 11 11 ' {1 I+ I+ l) f i1 11 I+ {I 11 I+ 11 11 ii i1 I+ ii I+ 11 11 107' EM Go 1► l ►► l 11 ► f1 1 ►1 1 {1 i {{ l {+ 1 {1 i {1 i {+ 1 11 1 !I { 11 { {1 I II I !1 I II + I� 1 {+ I I+ 1 11 I {+ I ►+ I {+ I I+ I {I I �t { {+ I {+ I ,+ I {+ I {+ I Y 63.00' PROPOSED MAINTENANCE FACILITY F.F.E.= 916.53 65' --- x --- x x — 6' WROUGHT IRON FENCE Q FR' I g >�I 15' REAR YARD X 20' D.��CUXE - -_ X I 12 WIDE -Till CONCRETE WALL 10 APPROX. 5.7' HIGH 1 11 1�•" � 24.18 '° 10 -y a •— i 15 16XJ. ♦. a '• . : ! I 4 3.84' P20". '. • . .. i 12 ' • ' % mod'' �/ Q• :! AA : I 10 13 YP- • • a • - I I • e' I 9 ►i II I, 1 !I +i :::: MATERIAL STORAGE BINS *r N.... EXISTING MAINTENANCE BUILDING FFE=91 6.53 � - -, _ _ _ . _ i L � II II z G I a �i -, CITY OF �AFIVIEL ', � I C) = i STREET DEPA M ENT ', � I 0- °Q EXISTING BUILDING EXISTING i li BUILDING II 0. 11 9 9 91 9 904 8 8 \10101\cadltngr\C:ds1C:2Ut.dwg, 9i21J2UUb 4.J4 14 t'M, epops, 1.1 x a x x SITE PLAN LEGEND BUILDING SETBACK LINE EASEMENT LINE FENCE PROPERTY LINE — — CONSTRUCTION LIMITS — — HEAVY DUTY PAVEMENT CONCRETE WALK OR PAVEMENT SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5, IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. SITE PLAN NOTES 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 5. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEET C202 FOR DETAILS REFERENCED. ALTERNATE - SITE ALT REPLACE ASPHALT WITH CONCRETE PAVEMENT UNDER THE BUILDING CANOPY. SITE ALT REPLACE MANUAL GATE WITH AUTOMATIC GATE. KEYNOTE LEGEND O1 COMBINED CURB AND GUTTER TYPE III (SEE FIGURE 10 -12) 2O COMBINED CURB AND GUTTER TYPE 11 (SEE FIGURE 10 -11) O3 HEAVY DUTY PAVEMENT (SEE DETAIL PV -36A) O4 SOLID WHITE PAVEMENT STRIPING LINE (SEE DETAIL TR -4A) OLIGHT BASE, STANDARD, AND LIGHT (SEE ELECTRICAL PLANS) OMANUAL SECURITY GATE (SEE AMERISTAR METAL FENCE DETAIL). AUTOMATIC GATE AS ALTERNATE (SEE SPECS) 7O GRASS LANDSCAPE AREA (SEE EROSION CONTROL PLAN) O8 METAL FENCE TO BE CONSTRUCTED WITH WATER OPERATIONS FACILITY. OCONCRETE PAVEMENT AS ALTERNATE (SEE SPECS) (SEE DETAIL PV -36B) 10 PROTECTIVE POST (SEE DETAIL MI -3. SEE ARCHITECTURAL PLANS FOR LOCATION AROUND CANOPY COLUMNS) 1 1 METAL FENCE (SEE AMERISTAR METAL FENCE DETAIL) 12 EXPANSION JOINT (SEE DETAIL PV -15) 13 CONCRETE PAVEMENT (SEE DETAIL PV -36B) <13> DUMPSTER PAD (SEE DETAILS MI -18) <15 > CURB TAPER (SEE DETAIL PV -19) <16 > CONCRETE PARKING BUMPER (SEE DETAIL PV -20) PRIOR TO DIGGING CONTACTo CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317 -571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and CINERGY/PSI 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1- 317- 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER G 0 .y L EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 - 571 -2586 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR Co o � I CV `- PRIOR TO ANY AND ALL CONSTRUCTION. 0 C3 0 G 0 .y L Li CC W Li D z z ►W- w _ �' z �wazwQ �?q- U Q J 0 W U) U) = J 0 0 0 Z �5Q¢QQcn QUJJJIYC� Co o � I CV `- 0 00 N :n 0Qi Wzr -.o.. C Q Q� U =z< a Q LL- •� � � U CV I� d r", �Q�w ES 00 z 'm �nU' F ;- W 4 4 Y� (D - SA L Q l� D O N J ry-to V LLJ ° c0 Z Q W z U. L z �-- V ¢ o W Cf) w W Q:� O= Z Q �— U Cy) CERTIFIED BY: o� tI V� O Q �O Drawn By. M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1 • = 20' Sheet C201 Date 9-27-06 Project Number 0990488 -10101 96" 1 A �? 2 7%- 169/,6" 3 " 5,77/'1 4 2" Y11 %73 i+ ° • °° 36" 1 1 C J .. Ol 2y "ox 12ga. POST A 3 "o x 12ga. POST ALSO AVAILABLE O2 1%" FORERUNNER RAIL O3 1 " jd' x 14ga. PICKET Use Gate Conversion Kit ADAPTRACK for gate. See www.ameristarfence.com ® BX301 BRACKET Tide: AEGIS II CLASSIC PANEL 3 RAIL 72 IN TALL 8 ET LONG CAP Drawing Number 2CX30708 ��.'� ® 1555 N, Mingo DR; MR SH 1 1of �CALE:3 /8" = 1' �' "EMSTAR Tulsa, 0K 74116 CK: BL Date 11/08/05 REV: a �� 1- 800 - 321 -8724 4" O.D. POST (TYP.) GATE FRAME HANGER ASSEMBLY (SEE DETAIL #6) BACKFlLL Q � 9 r ■ ., Z, f� 8 =POST C/C A = CLEAR OPENING - B POST SPACING C/C CRITICAL DIMENEION CHART r ^ v � CLEAR OPENING O T lY p 3 SPACING PLAN VIEW 13' -9" U _ OVERALL GATE LENGTH Scale: None I' (D a� COUNTERBALANCE LENGTH C = OVERALL GATE LENGTH C = OVERALL GATE LENGTH NOMINAL GATE HEIGHT 6' -0" co = COUNTERBALAN 4" O.D. POST (TYP.) HANGER ASSEMBLY (SEE DETAIL #6) = COUNTERBALANCE N -� - 0 .— 'w0) LENGTH c TOP PRIMARY MEMBER � (TYP.) 1" x 1" SMASHED POINT PICKET AT 6" O.C. (TYP.) LENGTH o z OA= -0 10 0 T- 1 L11.t.3iS ttltllif iLE f.13 tlll.s_l1_£14 i t _ilil_i_.LtiLt Iliil� 1 t t t t12i1fit _111 1 fiJ = M t0 LOCK NUT � w, p 9/16" HOLES ¢ �a- � = ix w >` s GATE HANGER ASSEMBLY �L D DiiP'1 Scale. None ' a- Z3 Z r �. Q z c -cc � 3/16" S.S. AIRCRAFT CABLE (TYP.) 1" x 2" ALUM. TUBE (TYP.) BOTTOM GUIDE ASSEMBLY (SEE DETAIL #3) � Iw- Z a� U 2'x 2" ALUM. TUBE (TYP.) 2" x 5" ALUM. TUBE (TYP.) CENTER CATCH ASSEMBLY (SEE DETAIL #5) Q �- � +.. 21 ELEVATION 4 Scale: None DNP 1 �' w �' W U E 4" O.D. POST TRACK MEMBER 1" x 1" SMASHED POINT PICKET AT 6" O.C. (TYP.) TOP PRIMARY MEMBER — 1" x 2" VERTICAL (BEHIND) TRUCK ASSEMBLY 2" x 2" VERTICAL (BEHIND) HANGER ASSEMBLY 2" x 5" BOTTOM MEMBER GUIDE WHEELS " BOTTOM GUIDE ASSEMBLY a ASSEMBLY SECTION OHP'1 Scale: None 4" O.D. POST GUIDE WHEELS L BOTTOM GUIDE BRACKET s BOTTOM GUIDE ASSEMBLY "1 Scale: None GATE RECEIVER 0 LOCKING PLATE LOCK RECEIVER -i GATE RECEIVER -� GATE FRAME s CATCH ASSEMBLY DHP -1 Scale: None 24" 6" 18" _1 3" TOP SOIL n <1 R: 2 "RADIUS 3/4 iA CLASS "A .4 = • •� ,4 , ;� a• 'CONCRETE'- C7 COMPACTED C J BACKFlLL Q Q a- Cz D z o f� w ir CRITICAL DIMENEION CHART r ^ v � CLEAR OPENING 58' -0" lY p 3 COUNTERBALANCE POST SPACING C/C 13' -9" U _ OVERALL GATE LENGTH 43' -6" (D COUNTERBALANCE LENGTH 14' -6" NOMINAL GATE HEIGHT 6' -0" o 0 POST HEIGHT 6' -6" N -� - 0 .— 'w0) -+� 06 �.Lm z OA= 10 0 T- W4 TRUCK y Q 5/8" BOLT Z O Ma00 STANDARD NUT F= W`t >' N F Z G N = M t0 LOCK NUT � w, p 9/16" HOLES ¢ �a- � = ix s GATE HANGER ASSEMBLY �L D DiiP'1 Scale. None 3" TOP SOIL n <1 R: 2 "RADIUS 3/4 iA CLASS "A .4 = • •� ,4 , ;� a• 'CONCRETE'- C7 COMPACTED C � BACKFlLL co D z o f� C � r ^ v � ICJ 24" 6" 18" 1 3" TOP SOIL 1))R. 2 "RADIUS �o CV t CLASS "A" . /i!, • CD CONCRETE bi c' COMPACTED BACKFlLL USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GUTTER TYPE Il NO SCALE O NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES 0 CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" v J DAMPEN SUBGRADE BEFORE PLACING CONCRETE (n CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM 0 D z NO BACKFILLING OR COMPACTION MAY OCCUR 12 FROM CURB UN11L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE CD cD 0 TERMINAL EDGE 24 ". a :s d n .S C � N ° ' t ` PREPARED SUBGRADE —� L�— 6" 4000 PSI CONC. COMPACTED PER SPECIFICATIONS PV -366 NO SCALE 6x6 10/10 WWM 6" OF COMPACTED GRANULAR FILL CONCRETE PAVEMENT SECTIONS (ALTERNATE) 1 /8 "RADIUS 1' FILL WITH JOINT SEALER r r~ L d /10 KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4' CONTROL JOINT DV �. t D/3 G . q a CJ CONTROL JOINT JOINT SEALANT 1/2" BACKER ROD z 1/2 PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT 4G CONCRETE JOINT DETAILS I_ n o n z m � Fq o � 'n C D z I�1 � O-c O T o� C) D CD � D N z � G7 � 24" 6" 18" 4HE A SURFAC E 9.5 mm #11 H.A.C. SURFACE) RMEDIATE 12.5 mm PREPARED SUBGRADE (4" #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 9" COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV -36A NO SCALE 6X6 6/6 WIRE MESH ' J s 4000 P.S.I. CONCRETE ate � 'C.J•e �k,��`{`,.,r�.i e s ...._ -.. 1 _. ��tl....y.t..�_..._ . c... ._....L._._.G- .f_1..........._1 .t...r 3" #53 COMPACTED STONE BASE PREPARED SUBGRADE COMPACTED TO 95% STANDARD SUBGRADE DUMPSTER PAD (k 3" TOP SOIL ,' 1 "R 2" RADIUS SLOPE= 1 /4 " /FT. `\ fx, C"i CLASS „A„ ° CONCRETE , a a COMPACTED , BACKFlLL w USE DIMENSIONS FOR LOCAL ROADS ONLY NO SCALE NO SCALE 3" TOP SOIL COMPACTED -� BACKFlLL 3' -0" 3' -0" 1" 6" SECTION CURB TAPER DETAIL 24" USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GUTTER TYPE 111 No SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE VARIES SEE SITE PLAN) PAVEMENT MARKING -STOP BAR 4' -6' 4'MIN. 8' MAX 4' -6' DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. FAIN I ED I5LANU5 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS QP����N TR-4A NO SCALE 21 -011 0.1 19991 9904881101011cad \Engr1Cos1C202.dwg, 9/27/2006 4.32.46 PM, epops, 1:1 PAINTED CROSSWALKS 4" SOLD WHITE LINE PAVEMENT MARKINGS TRAFFIC STRIPING ,0 1" BEVELLED EDGE #5 REBAR V -6" LONG W/ 3/4" HOLE CAST PRECAST CONC. PARKING BARRIERS (4000 PSI.) #5 REBAR V -6" LONG W/ 3/4" HOLE CAST CONCRETE PARKING BUMPER PV-ZO NO SCALE 9' PAINTED STEEL POST FILLED W /CONCRETE PLAN nAK[r- Tnn 6" PROFILE PROTECTIVE POST DETAIL ►I_� NO SCALE .4�?_ mom" y: 'R".,'i:+....:_.. ,. -. _.: '.- b434'�_ .... ,..y.+.wsu.� ....,.�.�Y T: s: °h��Y.: ai�l8e._w - ._i,d.::..ia._�ei:rs.. _.._ _.., '_:2iJu. -.< �3�.�........ ... �,...u.- .a;.3'.. •:. ,2?oi:,, a... _:Y.�. -J,:' :a�sarb`art�rrs�.• :��nr:mll�m�s,.. ,.�cr,. -, .:-Ya;:, '_,� =sa>'.a�. -� _ rte.: mss: rats _ �.� x::�..;.� .:�„�.•r - _.... a ILI C 0 G 0 A0 s o V) w � w w � _z U C7 W z 2 Vf �UC��Z) biW<>- �zwz�!r U U Q J 0 iw..W0a -cna- =J2C��Z QUJJJI — C • • . • • • • Co o `fi � I N rl- Q (0 00 L4 O Q (Ifz� -.o- �<�Q o =z< a Q of to U CD t\ 0 ', N 0- D �< I �Q�w 0 00 = & 4 x C ((9Y w ,.- U Q 0 C--4 0 _z (D Q U �� 1— z � p W C1 UJ Cj) LLI Q:'- w 0:2 z �+ z Q W CERTIFIED BY: Q� of •� QQ �P50 Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: t' _ Sheet C202 Date 9-27-06 Project Number 0990488 -10101 Fr City of Carmel Concrete Curb Policy _ _.____. _ City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy January 13, 2006 January 13, 2006 January 13, 2006 January 13, 2006 1) General K) Under no circumstances shall work subject to the standards established by this (3) Any pronounced depressions within the slope stake limits resulting after ii) Aggregate Base materials shall be in accordance with Section 301.02 of the ! policy commence without obtaining approved construction drawings by the City clearing, grubbing, scalping , p Specifications. I A) The work subject to the requirements of this policy shall include the production, � in � topsoil removal shall � refilled �� Standard licy ill include a the production, , of Carmel Department of Fn €dneeMng. suitable material and compacted m accordance with Section 203 ofthe me) � Aggreg� Base material shall be obtained from a Certified Aggregate hauling/delivery, excavation for, placing, installation, g, g, g Standard Specifications prior to embankment operations L At the sole discretion of the Engineer, the portions of this policy related to Producer in accordance with Section 917 of the Standard Specifications. and other work necessary to prepare foundations and soil subgrades, install ) Po Po Y pecifi aggregate bases and install concrete curbing within property within the corporate inspections and testing of work subject to the requirements of this policy outside (4) Prior to the construction of any embankment, the original ground surface iv) The Aggregate Base material shall be bandied and to and on, the limits of the City of Carmel and existing or proposed right-of-way. of the right -of -way shall be determined at the pre -coon meeting. within the limits of the slope stakes shall be leveled and the upper 6- inches ' ty g p p work site in a manner that segregation and moisture Ions. ! City. to No Dimensional and other standards for concrete curb shall be in accordance with the shall be comp in accordance with Section 203 of the Standard B) This policy shall be the basis for acceptance of the work by the C ty Specifications. on -acre tance of the work City of Carmel Standard Details. v} ,Aggregate Bases shall be constructed on approved so subgrades to adhere to the* requirements of this policy may result inn p thicknesses equal or greater than those indicated on the approved construction or other remedies outlined in this policy. N) Under no circumstances shall material other than Portland Cement Concrete (S) shall be shaped to be well drained and shall be protected to documents, anshi materials and quality of the work completed shall conform to the meeting the standards established by this policy beut�lized to construct concrete prevent erosion. C) Workm p, q tY P curbs within the co a limits of the C' of Carmel. (6) Loose depth of each embankment lift, final compacted depth, compaction B) Temperature and Seasonal Limitations 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are p) Under no sire shall extruded type curb be installed within the corporate mid � compaction requirements shall be in accordance with Section i) The Aggregate Base shall be placed in accordance with the tempera�rre P 203 of the Standard Specifications. limitations of Section 301.04 of the Standard Specifications. I allowed or specified herein, or variances are granted. Limits of the City of Carmel. I D Where the minimum standards of any other governmental agency having 2) Foundation C) Soil Subgrades ii) Frozen material shall not be placed concurrent jurisdiction exceed these standards, the higher standards shall apply. A) General i) Subgrades shall be installed on foundations constructed in accordance with iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in Section 2(A) and Section 2(B) of this policy and only after the installation of order to allow paving in accordance with Section 4C(iv) of this policy. E) If any plan or other note or specification on the approved construction documents This work shrill consist of the construction/preparation of the foundation in exceeds the minimum standards of this policy, the higher standards shall apply. all utilities and subsurface drains indicated on the approved construction accordance with Section 105.03 of the Standard Specifications. documents to be located under the pavement are completed. Trench C) Preparation •• b� work of these installations shall be in accordance with the C' of i) The prepared soil subgrade sh$11 be free from objectionable or foreign F) Nothing contained herein shall be construed as prohibiting the design and u) The foundation shall be prepared in accordance with Section 605,03(a) of the 9 construction of improvements meeting higher standards, nor as discouraging Standard Specifications and the requirements of ibis policy. Carmel Trench Backfilling specifications. materials at the time of placement. petitions to appropriate governing bodies for variances for alternatives which can • advances in technology and area roved b other agencies with B) Excavation and Embankment ii} The subgrade shall be shaped to the required grade and sections, free from all ii) The subgrade shall be subject to additional proof rolls in accordance with be supported by ad an s gy pp y g ruts 'o or other irregularities. Section 203.26 of the Standard Specifications just prior to placing the ' a�rrugati �' �� ate Base on the sub in accordance with Section 2C v of this concurrent jurisdiction. i) Prior to beginning excavation and' operations, all neck Aggregate �e ( ) clearing, bin scalping and topsoil stripping and subsequent bar 'iii) The subgrade shall be uniformly prepared, compacted and approved in policy. Unacceptable areas shall be corrected to the sariisfaction of the G) All work shall comply with the requirements of Section 105.03 of the Standard g g, �g P g q kfilling accordance with Sections 207.02, 207.03 and 207.04 of the Standard • Specifications. for removed items within the slope stake limits shall be performed is Engineer before any Aggregate Base is placed. accordance with Section 201.03 and 201.04 of the Standard Specifications. Specifications. H) For the purposes of this policy, where the term. Engineer is used in this policy and D} Spreading and Finishing All topsoil, vegetation, roots, stumps, friable and deleterious material shall be iv) Subgrades shall be inspected and approved by the Engineer before any , the Standard Specifications, it shall mean: completely removed within the limits of the slope stakes. aggregate base or concrete curbs are constructed.. A proofroll shall be i) The Aggregate Base shall be spread in accordance with Section 301.05 of the i) The Carmel City Engineer, staff the Department of Engineering; other ii Excavations conducted in accordance with Section 203.26 of the Standard Specifications. Standard Specifications. ff personnel employed by the City of Carmel, or authorized agent(s) that may be ) Unacceptable areas shall be corrected to the satisfaction of the Engineer 1 After excavation operations, all and 'eldin material that does not � ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of retained to represent the City of Carmel. () P g before the placement of any Aggregate Base or concrete curbing. the Standard Specifications. u The Hamilton County Highway Engineer, staff of the Hamilton County the shall be removed from within the slope stake limits and ty gh y g ty v At the discretion of the Engineer, Sub that has satisfactorily passed a the resulting void shall be refilled with suitable material and compacted in ) ��'� �e Y P 'iii} Concrete curb shall be placed over the Aggregate Base within 14 calendar Highway Department, other personnel employed by Hamilton County, or accordance with Section 203 of the Standard Specifications. proofroll, but remains uncovered for a period of 14 calendar days prior to days. Aggregate Bases that lay exposes{ for a period of time greater than 14 authorized agent(s) that may be retained to represent Hamilton County placing Aggregate Base or concrete curbing or is subject to a measurable rain calendar days or experience a measurable rain event prior to the placement of 2 An pronounced depressions within the slope stake limits resin after Highway, depending on the Location of the work. () Y P � � � event prior to placing Aggregate Base or concrete curbing, shall be subject to concrete curb shall be subject to inspection and ac b the Engineer. excavation operations shall be refilled with suitable material and additional :roof rolls riot to placement of the A Bake or concrete J nispeCti a� Y � I) Authority of the Engineer over the work shall be per Section 105.01 of the compacted in accordance with Section 203 of the Standard Specifications. curbing. p p At the discretion of the �, additional proof rolls maybe required. Standard Specifications. ' 4) Concrete Curb J) Prior to commencing the work, the Contractor performing the work shall contact iii) Embankments 3) Aggregate Bases A) General the Engineer to schedule apre- construction meeting to review the Engineer's (1) Embankments shall be constructed in accordance with Section 203 of the A) General construction requirements, staff notification requirements, required inspections Standard Specifications, i) This work small consist of placing concrete curbing on soil subgrades q eq q i} This work shall consist of placing a compacted Aggregate Base on a prepared or Aggregate Bases in accordance with Section 105.03 of the Standard j for certain stages of the work and to review the authority of the Engineer as it (2) All spongy and yielding that does not readily compact shall be soil subgrade in accordance with Section 105.03 of the Standard Specifications. relates to the work. removed from within the slope stake limits prior to embankment Specifications. .. operations. u) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Page 1 of 8 Page 2 of 8 Page 3 of 8 Page 4 of 8 ' City of Carmel Concrete Curb Policy r City of Carmel Concrete Curb Policy ' • City of Carmel Concrete Curb Policy - ~ - City of Carmel Concrete Curb Policy Jan 13, 2006 Jan 13 January 13, 2006 � January 13, 2006 �Y airy , 2006 Bases to the dimensional standards of the applicable City of Carmel Standard subgrade or Aggregate Base provided that the paving contractor pay for the with Section 605.04(8) of the Standard Specifications only after the concrete provisions of this subsection, the Engineer will have authority to cause Details or in accordance with the curbing details of the approved construction services of a full time construction inspector and who shalt act as an curbing is inspected and accepted by the Engineer in accordance with Section unacceptable work to be remedied or removed and replaced; to cause documents. authorized agent of the Engineer. The Engineer shall select the construction 5 of unauthorized work to be removed; and to deduct the costs from any monies due or policy. inspector. to become due. iii} Materials used in the production of the concrete for the curbing shall be in ii) Baclsfilling operations shau be completed prior to opening the area to regular accordance with Section 605.02 of the Standard Specifications. High early vi) The Engineer reserves the right to suspend all concrete curb placement construction traffic. J) Work done contrary to instructions provided by the Engineer shall be considered strength admixtures may be utilized but shall not be considered in waiving any operations it in the opinion of the Engineer, that prevailing weather 5) Inspections unacceptable and subject to immediate removal and replacement in accordance requirements of this policy, conditions and/or the condition of the Subgtade and/or the Aggregate Base with the instructions provided by the Engineer. iv utilized for concrete curbing irnstallation work, including but not may result in substandard concrete curb placement, curing and finishing. A) All materials fiunished and each part or detail of the work will be subject to �p�m inspection per Section 105.10 of the Standard Specifications for the purpose of 6) Acceptance limited to production, hauling/delivery, placing, ' .. ascertaining hat the work is in substantial conformance with this olio and the A Before acceptance of the concrete curb, the Engineer . installation, Jointing, curing, D) Placement finishing and miscellaneous /ancillary activity shall be in accordance with g policy ) . � g>Ineer shall determine if the i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and approved construction documents, improvements are in substantial compliance with this policy. (except for any Section 508 of the Standard Specifications. 605.04(c) and 605.04(d) of the Standard Specifications. ' �) P� B) The Contractor shall notify the � a minimum of 48 -hours in advance of variances granted) and the approved constriction documents. v} Concrete production, mixing and hauling/delivery shall be in accordance with ii Curb machines may be 'utilized in accordance with Section 605.04 of the eommencin an work subject to the standards established b this policy. B The Engineer ma . Section 502.10 of the Standard S 'cations. ) Y �) g Y J Y Po cY ) gweer y, at his sole discretion, accept work that is not in conformance Standard Specifications provided that the equipment conforms to the ' P� P � � C The Contractor shall schedule with this policy provided that the work is bonded for a period greater than three vi won of the concrete curbing indicated on the approved construction requirements of Section 508 of the Standard Specifications. )hours in advance al such roe proofrolls with the Engineer a minimum of 48•• p years. The Engineer shall establish the extended bonding requirement documents shall be completed in the same paving season. 'iii) Formwork shall comply with the requirements of Section 605.04(b) of the B Preparation Standard Specifications. D) The Contractor and Engineer will. conduct an inspection of the new concrete Prep P curbing for any damage, including freezing or random cracks. The inspection and i) The soil subgrade or Aggregate Base shall be subject to additional proof r011s iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of all necessary repairs shall be completed prior to backflling operations. _ in accordance with Section 203.26 of the Standard Specifications just prior to the Standard Specifications. E) Sampling and testing of materials, equipment or construction work may be placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this ' be corrected to the satisfaction of the E) Joints required at the expense of the Contractor at the discretion of the Engineer for the policy. Unacceptable areas shall purpose of ascertaining that the work is insubstantial conformance with this Engineer before placement of any concrete curbing. i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the policy and the approved construction documents. Sampling and testing shall ii) AR displacement or rutting of the soil subgrade or Aggregate Base shall be Standard Specifications, . conform to the requirements of the sections of the Standard Specifications repaired prior to placing concrete curbing. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along applicable to the portion of the work suspected to be non - compliant or as directed radii. Joints in integral curb and sidewalks shall be located at the same by the Engineer. C) Weather and Seasonal Limitations location as the j oints in the adjoining sidewalk. Joints may be sawed or tooled i) Concrete curbing shall only be placed in accordance with Section 502.11 of to a minimum depth of % -inch. F} Where the Engineer determines that is necessary to confirm compliance with the Standard Specifications. There shall be no provision for installation below ... standards of quality or thickness, Concrete curb shall be cored and tested at the P iii) Preformed expansion Joints shall be placed at intervals of 50 -feet or less, at all expense of the Contractor. The average thicknesses of the curb must equal or the temperatures specified. ' gs, the beginning and end of all curb returns, the end of each days work exceed the minimum prescribed by the approved construction documents. ii} No mixture shall be placed on a frozen subgmde or Aggregate Base. and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located air the same G) Such inspections shall not be construed to relieve the developers engineers or iii') Under no circumstances shall concrete curb be placed between December 15 contractors in any way from their obligations and responsibilities under their and March 30. location as the expansion joints in the adjoining sidewalk. contracts. Specifically, inspection by the Engineer, or by retained engineers or iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is F) Finishing and Curing testing agencies, shall not require them to assume responsibilities for the approved placed and approved by the City prior to November 30, placement of the i) The concrete curb shall be finished and cured in accordance with Section construction documents, for any misinterpretation of the approved construction concrete curb will be allowed up to December 15, provided that the ambient 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. documents by the contractors during construction, or for the means and methods and soil subgrade or Aggregate Base surface temperature complies with the .. of construction, nor for safety on the job site. u) Curing compound shall be applied to all exposed surfaces on slip - formed of Section 4C(i) of this policy and the paving contractor pay for concrete curb. For formed concrete curb, curing compound shall be applied to M Work identified to not meet the requirements of this policy or the approved the services of a full time construction inspector and who shall act as an all exposed surfaces including sides after any forms are removed. construction documents, unacceptable work, whether the result of poor authorized agent of the Engineer. The Engineer shall select the construction. worknnanship, use of defective materials, damage through carelessness, or any • 'iii The concrete curb shall be allowed to cure for a minimum of 5-days 'or to } Y Pn other cause found to exist prior to the final acceptance of the work, shall be �• commencing backflling operations adjacent to the concrete curbing• removed immediately and replaced in an acceptable manner at the Contractor's v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April G} Backfilling expense' and April 15, concrete curb shalt be allowed to be placed on an approved soil i) The spaces adjacent to the concrete curb shall be backfilled in accordance 1) If the Contractor fails to comply forthwith with any order made under the Page 5 of 8 Page 6 of 8 Page 7 of 8 Page 8 of 8 0. 11999 9904881101011cad \LngACds1C203.dwg, 9/21/2006 4.03.43 PM, epops, 1.1 a O a N 0 .5 W y L 0 w W W Z U O W = N Z NUCOwoO �waZ°Q �ZwZ�~ U J Q s O Li a. U) 0- U S Z Z Z Q N QQQW- QUJJJF -0 • • • • • • • r` o `r N 0 -4- N 0Qr- Izz .Q 0 = - < Q LL_ •� Cl:� U) U �'or- �<I � Z LLJ � z _^ tJ r3 ,ew � j vi L Q U � 0 W M CC Q U ON _! rz re) N V 0 C�' _z (_0 W LaL wz z U =< A) p Z �z J LZ � w O LU ~ Z 0z => Q Q � 0 V � � a' U. O V CERTIFIED BY: Q� OJ •� O Drawn By: M. WAGNER Checked By: K. COLLINS Quality !Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1'= NA' Sheet C203 Date 9-27 -06 Project Number 0990488 -10101 EXIST 704 BEEHIVE INLET TC= 912.06 .' TC 912.06 EXIST 703 TC= 911.98 ----- - - - - -_ __ -- 913 ----_. �_-- - _- _._.. _ __--__ ---_ -_- �- ----�- _ - - ~- --- "- 15' REAR YARD r--� o o ---- -- > 0 0 0 -> o a o- 0 a a > a o o 0 o a 0 0 0 0 0 0 ` 1 __4 4-0 „ - - .� _ _ _� 914 _ - -� y_- - - -- --'=� ` �_ _ _ __ , 913.10 _. _ y`+ 914.10 20 D.&U.E. o o f �." --.� X__..�.__._ X -- X X >C X --- X X -Y �---- X °i o 914 � � r.,�. _.._...t� �.� ~% } I ` \ i o® - -- 915 �. �I ---_ o I 0 WROUGHT IRON FENCE 91 s � ---_ _l I l 918 �.. -9 9�7 \ 66 LF Tr' -TAIT CAI - 9i 91 g 916.86 ro0 Oc ®� 1 03 WIDE 916.36 i / 1Z2 lF SWAM/ BASED UPON ABOVE GROUND EVIDENCE (including, MATCH EXISTING GRADE M.E. PROPOSED TOP OF CURB GRADE IC1916.5N CONCRETE WALL PROPOSED GUTTER GRADE 916.0 916.04 1 M.E. APPROX. 5.7' HIGH 916.7E .�` I EXISTING UNDERGROUND UTILITIES FOR WHICH THERE 916.2E PROPOSED INDEX CONTOUR B00 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO 921 p fir /% 916.3E 916.06 PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 317- 571 -2586 6.07 �'. �'• 915.97 = cn z 12,00° W F- w Q z r 91 0. -� °�Q U S z z z Q N � -Qaa�- 6 • • • • • • • o N i 00 •N O Q oe z 0 =zQ a Q L •� PROPOSED O r- _ Q I �Q�w MAINTENANCE z I FACILITY rn . F.F.E.= 916.53 �, 916.77 M.E. c 916 24 M.E. 916.27 916.80 J a 916.22 916.30 i 16.25 I =9 N N - F,- ! j M.E. CO NC, ! L_ T - _ _ -_ ; • i I \ ' M.E. +.5 \ I I t M.E. ` I II � ► • 11 � i 11 it \ I 1 '1 l r IS .-- / i EXIST 712 \ / 11 � �, TC= 915.42 ' -� E.T. EM 917 EXIST 712A ,� t TC =913.79' 1 iii t M 0§-builts EXISTING 11 4 WATER - r, 2 I I1 J TOWER � '�) 1 / i'\1 C . �'�/! {y J L.✓'' �'.✓-i'. -'ter �/. \ � � / �;' J�_ r\\ /��' /r / r) it MATERIAL STORAGE BINS EXIST 703A TC= 914.72' V UJyy \yyUVtStf +IU lU 11c8U1tngnl 0511 JU i awy, yuIizum v w z)o rm. upupb. 1.1 GRADING PLAN LEGEND CAUTION: LOCATIONS OF ALL EXISTING PROPOSED CONSTRUCTION 12" WIDE CARMEL UTILITIES 1- PROPOSED GROUND SPOT GRADE 916.23 BASED UPON ABOVE GROUND EVIDENCE (including, MATCH EXISTING GRADE M.E. PROPOSED TOP OF CURB GRADE IC1916.5N CONCRETE WALL PROPOSED GUTTER GRADE 916.0 916.04 1 M.E. APPROX. 5.7' HIGH 1h .�` I EXISTING UNDERGROUND UTILITIES FOR WHICH THERE �. PROPOSED INDEX CONTOUR B00 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO SW PROPOSED SWALE 0 01'0% PROPOSED SWALE WITH SSD SUB - SURFACE DRAIN SWALE 0 0.50% 317 - 844 -8877 916.06 PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 317- 571 -2586 6.07 �'. �'• 915.97 } = cn z 12,00° W F- w Q z r FINISHED FLOOR ELEVATION F.F.E. ° I U S z z z Q N � -Qaa�- i • • • • • • • o N i 00 •N O Q oe z 0 =zQ a Q L •� J r O r- _ Q I �Q�w ki z I A 'w c Lij a U) Q E- F_ O N z Q V ° �' z_ � .J LL C _J LLJ Q i 1 z ¢o z Z rz Q z ~ ___J Cr. W c) tz LLJ O :�E A Q Q r-- U ° .r a CERTIFIED BY: o� Q y\.-sve J O p& QQ` 1 '`� QQ �5 GO Drawn By: K WAGNER i . . A .: E. + Quality Assurance: e:. Scale: 0 Scale: 1' = 20' Sheet C301 Date 9 -27-06 Project Number 9S 6 '' i A* '. e . • , MULCH I ; ,i !1 i MATERIAL STORAGE BINS EXIST 703A TC= 914.72' V UJyy \yyUVtStf +IU lU 11c8U1tngnl 0511 JU i awy, yuIizum v w z)o rm. upupb. 1.1 EXIST 710 EXISTING 't ________�__� TC= 915.20' •� I i i f MAINTENANCE BUILDING FFE 916.53 7 �MUL_.Un Y 1 ► _ _ _ -- - - - - -- - ;�- MULCH I _ - HC RAMP ' Li I c� I SHRUBS & MULCH 1 8 ASPH. € ( 1� PARKING SPACES I SHRUBS & MULCH MULCH -- - - - - - - -- - -- - -- - - -- -_ ------------------ I€ ❑ I �I I EXIST 711 I TC =915.27' I € i LLI n I If Q € I € L.LJ € I I n - _J CITY OE CARMEL I -- -�__ STREET DEPAR MENT I II o ' CD I s I I I (I I F1 EXI5 I INU BUILDING r- iG= 915.1 1' j EXISTING � ! BUILDING I' l r 1 f \ I I €i ( i �I I I CONSTRUCTION LIMITS GRADING NOTES, 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, EXTRA TOPSOIL SHALL BE DISPOSED OF OFFSITE. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 7. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. PRIOR TO DIGGING GRADING PLAN LEGEND CAUTION: LOCATIONS OF ALL EXISTING PROPOSED CONSTRUCTION PROPOSED PAVEMENT SPOT GRADE 916.4 CARMEL UTILITIES 1- PROPOSED GROUND SPOT GRADE 916.23 BASED UPON ABOVE GROUND EVIDENCE (including, MATCH EXISTING GRADE M.E. PROPOSED TOP OF CURB GRADE IC1916.5N but not limited to, manholes, inlets, valves, and PROPOSED GUTTER GRADE 916.0 800 - 382 -5544 PROPOSED TOP OF CASTING TC 916.3 CARMEL ENGINEER 1- PROPOSED INVERT ELEVATION IE 910.2 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER PROPOSED 1 Ft. CONTOUR 801 EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- PROPOSED INDEX CONTOUR B00 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO SW PROPOSED SWALE 0 01'0% PROPOSED SWALE WITH SSD SUB - SURFACE DRAIN SWALE 0 0.50% 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 317- 571 -2586 PROPOSED DRAINAGE FLOW ARROW WITH GRADE HIGH POINT HP w � � w w z LOW POINT LP = cn z 12,00° W F- w Q z r FINISHED FLOOR ELEVATION F.F.E. EXIST 710 EXISTING 't ________�__� TC= 915.20' •� I i i f MAINTENANCE BUILDING FFE 916.53 7 �MUL_.Un Y 1 ► _ _ _ -- - - - - -- - ;�- MULCH I _ - HC RAMP ' Li I c� I SHRUBS & MULCH 1 8 ASPH. € ( 1� PARKING SPACES I SHRUBS & MULCH MULCH -- - - - - - - -- - -- - -- - - -- -_ ------------------ I€ ❑ I �I I EXIST 711 I TC =915.27' I € i LLI n I If Q € I € L.LJ € I I n - _J CITY OE CARMEL I -- -�__ STREET DEPAR MENT I II o ' CD I s I I I (I I F1 EXI5 I INU BUILDING r- iG= 915.1 1' j EXISTING � ! BUILDING I' l r 1 f \ I I €i ( i �I I I CONSTRUCTION LIMITS GRADING NOTES, 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, EXTRA TOPSOIL SHALL BE DISPOSED OF OFFSITE. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 7. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. PRIOR TO DIGGING CONTACTo CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317 -571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and CINERGY /PSI 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1- 317- 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317- 571 -2586 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR w � � w w z PRIOR TO ANY AND ALL CONSTRUCTION. x 0 0 .Q 0 0 �> o w � � w w z v � tw-- w = cn z 12,00° W F- w Q z r �z W z >f- V U Q � O Wi?NacnN U S z z z Q N � -Qaa�- QUJJJF -0 • • • • • • • o N i 00 •N O Q oe z 0 =zQ a Q L •� J r O r- _ Q I �Q�w 000 z A 'w c Lij a U) Q E- F_ O N z Q V ° �' z_ � .J LL C _J LLJ Q V z ¢o z Z rz Q z ~ ___J Cr. W c) tz LLJ O :�E Q Q r-- U CERTIFIED BY: o� Q y\.-sve J O p& QQ` 1 '`� QQ �5 GO Drawn By: K WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = 20' Sheet C301 Date 9 -27-06 Project Number 0990488 -10101 igrlCds1C4U1.dwg, 912112006 4.31.21 PM, epops, 1.1 0 a •c v 0 M C O_ co •� d' O W W W Z WU 0 1 Z _ W Z C` U 00 W W < Z >- �- Z W Z > H W Z Q J O F— W�d(n� = J D 0 0 Z �5< -:(< QUJJ -J 0 • • • 00 rn O N d- 0d�'p0•N Q -0 O Q r- rz Z T- = - < a Q LL- Of to U J O� N f- 0 r, Q (\QCNW O 00 Z W /C W hY �a �°9- a W _..J' CL .J (D N Cr- t,-) _J U O Q w W :;7.14- LL- w z W Z zQ OU Z �z Z ►� � � 'Z LD Z, z cn z Q M Q O U LU CERTIFIED BY. aQ` OV rO� V Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: t' = 20' Sheet C401 Date 9 -27 -06 Project Number 0990488 -10101 031l9iW EXCAVATE A 6' X 4' DEEP TRENCH J Jr I STEP 3: 6" 4" PLAN STEP 2: FASTEN FABRIC TO STAKES AND BURY 2' X 2" BOTTOM 8' INTO THE TRENCH STAKES /— NON —WOVEN HEAVY DUTY FABRIC DRIVE STAKES IN TRENCH TO ATTATCH SILT FENCE STEP 4: SILT FENCE SOIL- SECTION NON —WOVEN HEAVY DUIY FABRIC 2" x 2" STAKE 2.5' KVNTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION EC-2 NO SCALE PRE FABRICATED BAG NON WOVEN FILTER FABRIC PAVEMENT INLET PRE FABRICATED BAG NON WOVEN FILTER FABRIC CHAIRBACK CURB INLET \TED BAG FILTER FABRIC ROLL CURB INLET MAINTENANCE NOTES 1. BAGS SHALL BE INSPECTED AFTER EVERY STORM EVENT AND WEEKLY TO MAKE SURE THEY ARE IN PROPER WORKING CONDITION. 2• SEDIMENT SHOULD BE REMOVED AND RETURNED TO PLACE OF ORIGIN AFTER EVERY STORM EVENT. 3. USE CARE WHEN REMOVING SEDIMENT FILLED BAGS TO PREVENT DROPPING INTO STORM STRUCTURE. DO NOT DUMP SEDIMENT INTO STORM STRUCTURE. EC -24 NO SCALE INLET SILT BARRIER 3' DIAMETER 3' HIGH ANCHOR TO GRATE 6 "x6" 10/10 GAUGE WIRE NON WOVEN FILTER FABRIC r YARD CASTING #4 GAGE WIRE GRASS SILT PROTECTION FOR DITCH GRATE��; (NEENAH R -4342) CASTINGS. TUCK FILTER FABRIC OR EQUIVALENT UNDER CASTING MAINTENANCE 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT AND STABILIZE. YARD GRATE SILT BARRIER "-"J NO SCALE � �Gn c Vin•- as ,� c. `. C_�S ; "1r: c, :°'' 0 5�:� a =�8 •r #2 STONE ._; `a•�oa ;Ca`D t��c vo c.V.pD ° °o:�,. �� ��oo 'Gp oD < >�+�'�b u `. o °or•o���u •r.o• .p`'"n- UG �•o ° ° -, �u G e °p'�- pa °.`• `�� •UO�, o: o- Dec: <p�to;:. � °�ao: p °o ,rn• .a 'QD oe� 8r. <. .. ,. G •aJ � - �. :• °O C. O• y, •rte G V i `� G• O t, G t G l G 9• o f A'! G; •U a A ".a S S y u <] . c,>,• O G. � 8 00 u p ^GO • b � O a\ptai GG• D• C• 1 G> ,�> 4; '•• aj� Gµ.v •'6. 4 <° a 9p tr PU �, :•4<1. caD +, C °•fl0 p�`JO OU •U On •�i:pBV a �� �d 4♦� � t .. G• O t v a ! 1• ' .1 0 0. O O U� o .p t. �.. O O fl` li 9, p ... ... .. ;¢ •, Ga ° Q voo °7 +p• o� o p.no �. � CD• <.�]po °.. s �'�.. s a,;; G• J.a� o. O o. OG. o•C%OP °OO <D `J �,�. �o.>n a °• o vo,o[ . Ot�� ` C; .gyp ;. n� H•.7 ^•<a�• oa a1C Oo °a. 0•aa :COG�Q'O °a0 a�> i,tl Ot�o''tu <. c.� O. `� U_y v GG••a L:'° C7 •aD �Jt• °•O• °A•UUbJ•O•i:05G Uli Da 0 �. L•V^ ?. u• C.O a`• G[% !J. J Cs. J G <- �.., a � 4 3 . u �� {1 • > C � • a0 a' ° 4 . u � <,f . p •0� 'G � >ry D.� D a • OP J° o a � C � ! y a • O G o' ° o v O � . u a> :G . p + �0 � � �?]- � Q V'O' O u� e Oi4, 6 +'� •:J. oG 7• l> �Oa °DO .••G•O. 0; 67�U Coo OrS•70�> G• 0♦ F'p•U °O. o .•. •<a o 0 . OaGa C �` O<a. c. °G. <u OOp ��G �[d' -ca f'.O .O 4•G'o a °Qpr aJ a• 'V� U.o �. GO.uoa� pe_n .oaP1 'G. i° , q • O 10 > O n A �. O ° o •. L i> . V ` 00 � O ..O ? Q O•O Ca • �G 00 0 J J 0 ° ]Oy• 9; °O. >G Ga °G �. eG M1�G O <<Y� •Cap ;a ;9 GEOTEXTILE FABRIC TO STABILIZE .. yeyi as `a7•D ''�P ��. *, o. Uy '• oa e;a "�.O otaoD a.pec . °� °,• -- P� FOUNDATION (ESPECIALLY IMPORTANT N. s,, �; .- :Q >•o. ��, WHERE WETNESS IS ANTICIPATED) EC -30 TEMPORARY CONSTRUCTION ENTRANCE NO SCALE SEASONAL SOIL PROTECTION CHART Stabilization Practice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT. NOV DEC Permanent Seeding Dormant B Seeding Temporary Seeding Sodding ----------- ---------- 7_77_77 Mulching A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYE GRASS 40 Ibs /acre. (1 lb/1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. 0.119991990488�1010 9/2112006 4.04.14 PM, epups, 1:1 r_ 0 a n •c U 0 0 •N •� D:' O w � � W � W Z_ U U � W = cn Z c� O 0 U U Q_3 Z) O �i?0CL (n 0- = J 0 a Z <5J aaa�J cn J F — QUC9 • • • • • • • co rn t\ O ,n N 0 QD 00 N Q ^� O Q r- TY .o- Q� � � � U M < a Q LL_ •� TY v U �0� _ C-4Q(� r-, Z N LLJ — 'q- 000 Z r� C s r •0) t y'. W VVV /, S Q 111— H W J OCR CV o t� U w cn d- 0 L1_ w z W CD Q Z U W < CS 0 Q v z _- �_J Z � CL-4 z ., O O Z Q 0 U W CERTIFIED BY: Q� 01 Liz ,� O a( O` Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = NAB Sheet C402 Date 9 -27 -06 Project Number 0990488 -10101 EXIST 704 BEEHIVE INLET TC= 912.06 - IE W) 18" RCP = 909.37 IE E) 21 " RCP= 909.37 18" RCP o-v-rr p- --d• -e _. - - - -�-- o-- -e•- -o •--- ---- -� 6-x--0 -a'-cr' Q x x x x WROUGHT IRON FENCE X x 0 � 1 IO I � v I I I I I E.T 0 0 0 0 0 0 T V_ --�4 -- 1 r 00-MO U L 0 rn W N n -v 0 co a 704 TC 912.06 I S 909. 21" RCP 0 0 -a rr -rr-o �� 0 -00 - 0 e-0 0 0 0 �- -y --- x - x ---- -� x --- x x x 20 D. &Ux V o x ° �.... o� 0 6' WROUGHT IRON FENCE 0 I 7 --F 7- J T= i 0 It 1 I I I 1 1 1 1 1 0 6E s �F s�► ®30 00 I' i 12" WIDE MATERIAL STORAGE BINS CONCRETE WALL I APPROX. 5.7' HIGH 00 $ � ' Ie I LO M EXIST 703 TC= 911.98 IE(E) 24" RCP = 908.59 IE(S) 15" RCP = 908.68 IE(W) 21" RCP = 908.59 15 REAR YARD QSl 0 - c o 0 ---yam 9 o �.� -Q I a -1i 1 ,rR I I • r+ It I t Ik I II I • rt it I+ i+ {+ f I + I + li t{ � It I+ I I' { t I I i k 1 _ k • i I EXIST 712 TC= 915.42' IE (E) 36" RCP = 909.22' IE (S) 36" RCP = 909.22' IE (SW) 21" RCP = 909.22' EM I 36" RCP -W - -W -- -W ._ -W y -W W _._ I -W _.. -W -W --- -W EXIST 712A 1�iit TC= 913.79 m a s --- b L f l is \ IE (NE) 36" RCP = 909.49' ,� IE (SE) 17" PVC = 910.75' EXISTING WATER TOWER 1 i• ►► k UI II t II I it t it t II t I+ 1 Ir i t+ t II 1 r Y' i A L____ "�• \ i l�l��� �l ���Si-•.f �`� tt t I !+ I 0 122 LF SWALE ®1.64% DATA TABLE �;. ' . • PIPE DATA I TYPE (detail) DEPTH feet CASTING STRUCTURE US DS SIZE inches LENGTH feet TYPE 704 704A EXISTING INLET A 2.69 4.59 - E.J. 7045 909.37 908.59 910.41 909.87 EXISTING 12» - 63 - RCP VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 - 571 -2586 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ►w- w _ �z c� o �wQzoa zwz�`'f- U 6 Q O F- wC)atnOL U�Z Z Z Q� 5:zzz<_ QUJJJF --C� G) EXIST 703A � I CV Q (D 00 N O Q r- oe Z r- •Q- • I a Q tL •� 1`�- U O TC= 914.72 d- o05 z^ r- 12 ,dx W 00 s�a� 4F a IE N(15 "RCP)= 909.14' L Q b. • �. ' PNT. #6809 PROPOSED . i 1 ON CD w MAINTENANCE Q_ V II >- W a o SANI. MANHOLE 809 FACILITY o :, . ° .. ` ., . : '; 0:�W O � Q,, z z TC= 916.12' F.F.E.= 916.53 � . '� • '. ' ' •: ' ; .:. ; ( IE S(8 "PVC)= 908.07' CID o ; :' ; , e o� OJ Drawn By. M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = 30' Sheet C501 Date 9 -27 -06 Project Number °'� y �'• 2 SEWER LATERAL LOCATION .3s 117. 6' SDR39 e.� �� ' IE 908.05 BY PLANS. UNABLE TO Co PVC 2A% MIN LOCATE DURING SURVEY. 61ATERAL 4 ;- G _ I I M I EXIST 710 EXISTING • � IE EC (S) 36" RCP -90tl 55�.. L MAINTENANCE BUILDING �r FFE-91 6.53 rr LaF "` wJ 36" RCP C7. E %i5i 7I1 � - -- iC= 915.27 ' IE (N) 36" RCP = 96.)2' IE (E) fi" PVC =909 ]B' IE (V.) 36' RCP = 908.72 ill Cl- w In CD __ CITY OF 'CARMEL STREET DEPAR MENT ', �i � °� o �i CD El EXISTING i BUILDING EXISTING BUILDING I� Pcwr #1007 �i aamr pions � rui rviET , iI FLAT INLET � O. 1199919904E3F3110101 \wdlEngrlCdslC501.awg, 8/2712006 4.0424 Pht, epops, 1.1 UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY CLEANOUT Co SANITARY LATERAL SANITARY MANHOLE SANITARY LINE S SANITARY STRUCTURE NUMBER 501 SANITARY CASTING ELEVATION TC 715.50 EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE S.S.,D.& U.E. & UTILITY EASEMENT STORM SEWER CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER 500 STORM SEWER INVERT ELEVATION IE: 715.50 TOP OF CASTING ELEVATION TC: 715.50 SWALE o Sg o 0 1.70% CONSTRUCTION LIMITS UTILITY PLAN NOTES 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART °P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 9. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 12. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 13. SEE SHEET C502 FOR STORM SEWER, SANITARY AND UTILITY DETAILS. 14. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. 15. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 16. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. STORM SEWER NETWORK DATA TABLE STRUCTURE DATA PIPE DATA STRUCTURE number TYPE (detail) DEPTH feet CASTING STRUCTURE US DS SIZE inches LENGTH feet TYPE 704 704A EXISTING INLET A 2.69 4.59 - E.J. 7045 909.37 908.59 910.41 909.87 EXISTING 12» - 63 - RCP NOTES: 1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVA11ON TO THE INVERT OUT. 2. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTUR TO THE CENTER OF THE STRUCTURE. 3. SEE SPECIFICATIONS FOR TYPES OF PIPES DESIGNATED OPT. (OPTIONAL). 4. CASTING IS EAST JORDAN OR ENGINEERED EQUIVALENT. KEYNOTE LEGEND OCLEANOUT (SEE DETAIL SA -1) OSTANDARD WYE FITTING INSTALLATION INTO AN EXISTING SEWER PER CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARD DETAIL SHEET C502. �3 CORE DRILL EXISTING INLET WITH NEW STORM SEWER. PROVIDE WATERTIGHT SEAL AT CONNECTION. 4O FULL DEPTH GRANULAR BACKFILL WITHIN 5' OF PAVEMENT. PRIOR TO DIGGING CONTACTS CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317- 571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and CINERGY /PSI 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1- 317 - 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 - 571 -2586 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 :a C CU V3 0 W C 0 :N > o U) w W W w Li z ►w- w _ �z c� o �wQzoa zwz�`'f- U 6 Q O F- wC)atnOL U�Z Z Z Q� 5:zzz<_ QUJJJF --C� G) O � I CV Q (D 00 N O Q r- oe Z r- •Q- =z< a Q tL •� 1`�- U O �ai� r-,ZNLJJ d- o05 z^ r- 12 ,dx W 00 s�a� 4F a r ey Qi L Q w H ON CD w ^� z Q_ V ( >- W a o J z o LLJ 0:�W O � Q,, z z Q �- U 0) W CID CERTIFIED BY. o� OJ Drawn By. M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = 30' Sheet C501 Date 9 -27 -06 Project Number 0990488 -10101 CAST IRON CAP INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS 18 "x18"x6" CONC. PAD BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEMENT AREAS 45' ELBOW 45' WYE SA-1A i NO SCALE CAST IRON CAP INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS 18 "x18 "x6" CONC. PAD COMPACT GRANULAR BACKFILL MATERIAL UNDER PAVEMENT AREAS 2 - 45' BENDS OR LONG RADIUS 90' BEND NO SCALE PVC CAP INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME —SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION OR CONTINUATION OF MAIN. Ir ■ �_� SEWER CLEANOUT TC= ELEVATION PVC CAP (SCH 40) INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME SIZE AS SEWER UP TO 6" DIAMETER SEWER CLEANOUT TC= ELEVATION 6' - -- 24„ - - - - SSD CONNECTION (4' MAX. DEPTH) ST -36 6" 24" d- N TC = TOP OF CASTING ELEVATION PRECAST TYPE 'A• INLET NO SCALE MODIFIED SIZE "W" "U" ** „T" 6" 2' -6" 2' -0" 411 » 2, -6„ 2, -1„ 4» 10" 2' -6" 2' -3" 4» 12" 2' -9" 2' -5" 4" 15 3' -0" 2' -8" 5" 123" 3' -6" 3' -0" 5" 21" 3' -11" 3' -4" 6" 24" 4' -3" 3' -8" 6" 27" 5' -6" 3' -11" 6" 30" 5' -9" 4' -4" 6" 313" 6' -3" 5' -2" 6" �" 4:_ 6' -11" 8" 43„ 7, -4„ 9„ 54" 8' -0" 9" 6o" 8, -6„ 9» 613„ 9' -1» 9„ 72" 9' -8" 10„ 78" 10' -3" 10" TRENCH SCHEDULE 1' -0" Minimum Undisturbed Ground Match Existing Pavement Material And Thickness Existing Pavement, Saw Cut Straight Edge ,/-Approved Excavated Material In Unpaved rlAreas Unless Otherwise Directed Note: Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill With Special Backfill Under '>�/ / % %' o Granular Bedding Material To The Pavement, Drives, Walks Or where Ordered Tamped Centerline Of The Existing Utility In 6" Layers \/ �� Lines. Special Backfill Shall Conform To INDOT 211.02b j�\ \ For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum o \ n � Of 1 " -0" Above Pipe. 401 ° ° ° G° ° ° ° ° ° ° ° //� Bed Pipe In Specified Granular 44,4 ° ° ° o° ° ° Bedding Material Hand Tamped In 6" layers ° to 8 to 12 inches above pipe. Bedding Material Shall Conform Undisturbed Earth To INDOT 903.02, Size No. 8 * "W" or "U" At Top Of Pipe f- * Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM 1" -679 Wall Thickness Class T -1 For 8 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. a ar.• ;.era,.- --- "� >;.. . -. ���,._. ,:�� -.. - • - _ :mss :�::.::� ,�;:. :,�: TRENCH DETAIL FOR SEWER AND WATER MAINS NTS CITY OF CARMEL STANDARD DETAILS I Date: March 2001 I Scale: Not To Sc?' . :_MW r. __:. 4'"Wt.__. AhW- ._.._.: .ter 0:1 19991990488110101 1cad1Engr1Cds1C502.dwg, 9127/2006 4:04:33 PM, epops, 1:1 0 •U 0 0 C O O W Ir W W Z Li U U W _ UZ W w Q Z I W Z W Q ZWZ >i - - U U Q J Z) U H W N O_ (n N U ZZ Z Z Q N cc < < < (n Q U J J J F- 5 0 06 00 rn O � I cV `- Q 00 N Q ^ � OQI� C:fZ�.�- r7 L = Z Q Q Of V) U O� N 0 r" Q I-, Q N W — 0 00 Z r` YN 1 y - 06 CD 3 ,Q o cl J Qf O __J V w co LL. q w Q W �Z W Q U Qo z �Z F- Q i _- --� W ry w < Q U CERTIFIED BY: �v V� L V QQ V Drawn By: K WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scal Scale: 1' = NA' 1;;� Sheet C502 Date 9 -27 -06 Project Number 0090488-10101