Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
06110010 Site Construction Plans Rcv. 3/15/2007 DOCS Apprv. 3/16/2007 EP
LOCATION MAP NOT TO SCALE 0 Ln m s W 0 0 0 e7 Q 0 0 0 Q U 1- O J 0. �a����9 uwuuwww PLANS PREPARED FOR: G.B. INDIANA 2, LLC 600 East 96th Street, Suite 150 Indianapolis, Indiana 46240 TEL: (317) 574.7333 FAX: (317) 574.7336 AMERICAN CONSULTING, INC. ARCHITECTS CONSULTANTS NGINEMS 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 Q z REV DATE DESCRIPTION SHEET No. b�ll��la c0% V) a I ACE JOB MIN2005-0626 C0.1 C2.1 C2.2 C3.1 C4.1 C4.2 C4.3 C5.1 C6.1 C6.2 C6. C6.4 C7.1 C8.1 C9.1 C9.2 Qj 1/11/2007 CITY OF CARMEL REVISIONS Q 2/21/07 CITY OF CARMEL REVISIONS Q3 3/8/07 CARMEL WATER REVISIONS b�ll��la c0% V) a I ACE JOB MIN2005-0626 �� �; �ptSTE '•�CO% No. 10302440 • STATE OF : �� CERTIFIED BY: JOHN D. McGREGOR ' i -"7zoD �-- V O N A I L� b�ll��la c0% V) a I ACE JOB MIN2005-0626 I. a C C LA 3 4 s 0 C, C LL C cc C, C tr C C 4 a U N Z 0 U U Q v 0 N t0 O Ln O N Z a. 41 J_ 0 L, O W to :r O N N O Q 0 Q U 0 J LL i 1 Land Description CVS - Village of WestClay Section 6003 A part of the Southeast Quarter of Section 29, Township 18 North, Range 3 East of the 2nd Principal Meridian, Clay Township, Indiana described as follows: Commencing at the northeast corner of the Southeast Quarter of said Section 29; thence South 89 degrees 13 minutes 03 seconds West (assumed bearings) along the north line of said Southeast Quarter a distance of 740.49 feet; thence South 00 degrees 11 minutes 59 seconds East a distance of 144.65 feet to the Point of Beginning; thence South 00 degrees 11 minutes 59 seconds East a distance of 115.83 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 182.50 feet; thence North 00 degrees 11 minutes 59 seconds West a ante of 48.00 feet; thence North 89 degrees 48 minutes 01 seconds East a dist distance of 21.50 feet; thence North 00 degrees 11 minutes 59 seconds West a distance of 67.84 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 161.00 feet to the Point of Beginning, containing 0.452 acres, more or less. CVS PARKING ANALYSIS TOTAL S.F. = 12,900 S.F. STANDARD PARKING 48 HANDICAP PARKING PROVIDED 3 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 51 CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 - 5544 CALL TOLL FREE - INDIANA UNDERGROUND K "� _. �• , ' .�^"� ^� y-�T�^ Wiz=, ^_`,� ' ,�°" ; AMERICAN CONSULTING INC* Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543.0270 CONTACT CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. CONSULTANT: `0�•��01gTL9�oG+� �� No. 10302400 �p STATE OF '� '•!JyDIANP.•'�� �� i/ S S o N A` G\ `� �t1 J J 1 l 1111111 t `� 11�� CERTIFIED BY: STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indiana olis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: Q CITY OF CARMEL REVISIONS 1/11/07 0 CITY OF CARMEL REVISIONS 2/21/07 JDM LAYOUT COORD: PLANNING MGR: CWF DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: I N2005.0626 TITLE: SITE PLAN SHEET NUMBER: C201 -OM M EN TS: U M U Ln CV N U L11 U to N (o O W) 0 0 N Z i f2 6 0 0 Z 0 U Z 0 to is 3C v 0 N (o i 0 0 0 N Z L CJ J LS- 0 0 0 W N O O r N N O a _ 0 0 LJ q 0 N i- O J a . . �. (--f -, ` _/ . . __ - . �,�` / . . �. . 0` 20' 40' - . I . � � . L . . . . . . . � � . . I I I I . I � � . . I � I I I I .. � . I I <11IIIIIIIIIIIIIIIIIIIIIIIIII � 1. � I �� � �� � I I I I I I I I . �] . . I . I I � I � . I . <=111111111111 I I - - I I I I I I I - - � I I I . . I -<=11111111111� __ wm� . � � � . I SCALE: 1 " =20' . EXISTING LEGEND: . . * LIGHT POLE A -OHE- OVERHEAD ELECTRIC QS SANITARY MANHOLE I I I I . TEST HOLE LINE COMBINATION POLE POWER POLE -E- BURIED ELECTRIC I � 11 = M� q . � I � � I =1111111111. 0-. c > . . -:_< 7�-__ j - : . . �- I I� � . I- Z- I Z� � � � � II . I Z_ . // I _. /I .., I I � � / � I � � . . . � I I I I - - I I . . .. I . I . . I . I � . � . . . . I I - . I � I . . I . . 1. I I .I . . . I 11 I I I . I I I .I . 1 I 1. 1 � � . . 3. I . . rY y ^ . . . I S. I . . . LL_ h .. LINE `t,rt..r' TREE .. . I . I � . , I � , . . III> � . . - . . . . . . . . I . . -W- BURIED WATER LINE I I . (-- GUY WIRE M VENT . - -a EI . PEDESTAL ® WATER METER � BUSH L I W) _ ® DRAINAGE MANHOLE WATER VALVE ® TRANSFORMER . � ELECTRIC HANDHOLE ® CURB INLET . 11 FIRE HYDRANT W • POST Q ., I . . �) . I . � I � . I I - I . . ,. ® REBAR FOUND A 20" X 20" STEEL LID I I r\ - - _ rye-' 4 _ _ _ . _ . co i _V- SIGN CONTAINING PUMPS -�- TRAFFIC PEDESTAL �T,/^-� �� 3 YJ - 1 ° © 36" X 36" STEEL LID o ° e l � ,/, O• DETECTOR HOUSING FLAG POLE CONTAINING PUMPS Q ~ a ° ( I ® .TRAFFIC HANDHOLE " ~ w0 ♦ - - _- - - --------. --I -- - - 10'B.S.L. _. _._- -- - - - -- - ° / - • POST QC 32 ROUND STEEL LID . Q : ♦ - - ._ _ -- \ N � ` GAS VALVE „ o N 50 D.U. &S.E. ° ® MONITORING WELL Q 12 ROUND STEEL LID Vo a • / \ ° - -. _ I . I . , . I . . E� - : V -A - I � _. _ .- � . � � � o Q N / / \ - I I 1: TRAFFIC POLE Q CLEAN OUT PINE I I I - F l I I . � cv w ♦ / _, I . - L I I .. .I .." ._ � � ♦ \� ( I �'r2 RCP CONCRETE PIPE - - ,/ t` I I GAS METER \, ,'� A VCP CLAY PIPE 0 ELECTRIC METER BOX 1. � . - _ I 1I , I - . . -CI- \ . �. I � � - I � \ - 0 - I � . - I . � I ' 4 N \ -. I . _ _ \. . d . - - z ♦ ry REQUI ED 0 BUFFE YARD K) \ S, 5 I I .t . d ♦ 0% \ ° 4 PVC PLASTIC PIPE HOSE BIB ° -- 1 . / , a --- CPP PLASTIC PIPE o LID I I I I C / 2 SAES ®,1 A I . M \ N I ; . � . � I L � 1\ I I I , , I � I , 4 . .. � L . / M L -A _ I I L j L . L I . I L L L I . . I L I L . . r I I I f I _ - , SITE NOTES 3 CURB & C PAVEMENT I 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. PRIMARY CONDUIT -S.C. _ I - J I I.: K 3 `o a WALK -B.C. ( - ^_ LIMITS ' . I . PAVEMENT I I I 2. ALL PARKING STRIPES ARE TO BE 4' PAINTED WHITE ON SITE AND RMI 1L W �� �- I �~ CURB -S.C. LIMITS c° N I J L I . IN R.O.W. HANDICAPPED ACCESS AISLES SHALL BE 4 PAINTED (BLUE). 1r - I L - -1 r - I I - t I - . 1 f . M r 8 5 8 8 8 K I 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED CURB & . CURB -S.C. OTHERWISE. WALK -B.C. . I 7 L j ., ' 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE 1. I I 9 - . I I . L '�� 3 I APPLICABLE. ° PACE ® 9'= 2' 1 1. / I A T o E 9' M '` l t 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, M I N � 9, ° : Kj ( I PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. / W B J N . I I ' / ° \ , PAD, SECONDARY C� H ° o o a a a 0 0 a . I 6. THE CONTRACTOR SHALL VERIFY it I ALL DIMENSIONS IN THE FIELD PRIOR TO < L .1 L . LLJ I ° : /a CONDUIT &WIRE -B.C. ° d Q.. ° ° ° I _ CURB & I START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL C _ WALK -B.C. - FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM I ° i - -°- ° d ° . a 4 ° ° ° ° da ,Q. ° _ ° _ - �,; p I III I I ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER d ° 4 . ``��� ° ° ° d ° ° -ter ° ° IMMEDIATELY. \ I C I °. B TOPSOIL -S.C. / . I ? ° 4 ��` ° I U 1 . a . G G p G H i ° `�° I ( I -1I ° / _ STOOP -B.C. 1 . a : I 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS . a . vi V. ?,N ; I I o: • NECESSARY. W m CURB & WALK -B.C. PROPOSED I I I . SCREEN. WALL- B.C. Ll-� ) 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS. DUMPSTER ENCLOSURE r-I I. AND PAD -B.C. ° I ; I 136.5' ° a I I � k OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF CURB -S.C. C� I I 'I TOP SOIL 1 . - , - e - . .. . I °) . ° -� 1 I 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS -1 ( I° ( d Q . . WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING • I �� ®� ®��® '. �° . I I " CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR . I I I I � GENERALLY ALL SITE WORK OUTSIDE THIS . ( 18' G - `? DEPRESSED I SUPPLIERS AFTER CONSTRUC` ION WORK IS COMPLETE. . PERIMETER IS TO BE DONE BY SITE ;...11:79 CURB &WALK -S.C. 'l . CONTRACTOR (S.C.) UNLESS OTHERWISE a N I CVS/pharmac _ °_ . ° a v7 I F 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH 0 - F .Y SANITARY B.C. . NOTED. I N . I .. I I A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS t� L 1 I INDICATED TO JOIN EXISTING ASPHALT. GENERALLY ALL WORK INSIDE PERIMETER IS TO ° ( _II - - - - o 1.22 AC± I : "' C . d A 1 I I I�� L, . BE DONE BY BUILDING CONTRACTOR (B.C.) I 3M :4 - . I I 11. ALL UTILITY TRENCHES 1ITH.f� a FEET OF PAVEMENT SHALL BE COMPLETELY . UNLESS OTHERWISE NOTED. I N I OK -� K _ �` I- BACKFILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH CITY OF CARMEL STANDARDS. LI-I _ F.F. ELEV. 906.38± 1 , � I F . . 1. I . SEE DELINEATION NOTES FOR CLASSIFICATION. I I a 12. ALL ASPHALT TO BE IN ACCORDANCE WITH LN.D.O.T. STANDARD SPECIFICATIONS .11 I 11 pk 12,900 S,F . WAS B. C. _ . I I L . . Cn 'VL I . °) d • I ( LLJ RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. ;I I � . I 1. I I . I I °•I � 5 � 13. CHAMFER ENDS OF ALL CURBS. CURB RADII TO 5' UNLESS OTHERWISE NOTED. 1. . L I I I 12 ,4 51 SPACES PROVIDED i i I . I L L- I 2 I I 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. . L . o _ 1 . 5 ° 1 PROPOSED �I B I I:: 5. LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF SLAB -B.C. TREE LAWN CURB -S.C. ! i 1. �4 /FT. &MAX. SLOPE OF 1:20. I. SANITARY -B.C. 4. I I I k I � I . L . - . . � . I . I . I L . I I I � . . . . L . I I 1, . I � I I . � I I L I I I . . I I , I I I I L I I � I . L I I I L I I I I L I I L . I I I I . . L . . . . . L I . I . I I I I I I I . . I L I L L .� . . L . . . I L I . I . 1 . I . . L � 1 . . . 1L . 1 � � . L L I L . . I � I I . � I I I I I . � . I I I I I I L I . . . I . � . � 1. � 1 0 ° I q. 1.4 °I - ° I I '' 1 16. EXISTING PI I AND CURBING TO BE CI L I. N ALL AREAS WHERE EL I NEW L � � . I L . . L . I . I 1. . I I . 1 . . . I I L I . � � I � I I . I � L . I . . . . .. . . I _ 1I I I . I . 1 \ . . I I . . _� , . i . . . 1I . . L L . . L L L I L � .. I . I . \I I / I . \. 1 1 , I / I I I L. 1 . . _-I - -'& _ 4 " _- _ I I I . j M 6 . - I 4I - \ .6 I != . . 1. . � . I . 1 1 . I . : i i :i ; 1 - ! . : ; . . I q - 1 i i ; j z ; ! i � � : i � I ! . : . . ; . F . i ; z i : 1 i I : . I . I I I I ROOFDRAINS -B.C. TOPSOIL -S.C. a ° I -- PAVEMENT TO JOIN EXISTING. " I C CURB & II II I 17. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER I l J ° . WALK -B.C. ' MONUMENTS DURING CONSTRUCTION C ° I - - ti _ -r APE STRIP a) x I - M "-- ® M \ ~ I 18. PAVEMENT MARKINGS PLACED PARTIALLY IN RIGHT -OF -WAY AND PARTIALLY ON SITE L / ° ° 9 ° TOP SOIL AND • ° . ° LANDSCAPE -S.C. SHALL BE THERMOPLASTIC. . . ° a ° 4 ° a °. °. d A . ° -. - - - - - PAVEMENT � 19. SOLID WHITE LINE FROM STOP BAR A PRIVATE STREET TO BE SAME LENGTH AS SOLID - - - - - - - - - - - 10 S.L. - - - C - h - - - - - - - - - - - - - , - _ - LIMITS I WHITE LINE ON CVS DRIVEWAY APPROACH TO THE NORTH TO SAME STREET. . Id \ . . I I I . � . A I I I N L I :� I - I �I d . L . I 0 A. 0 . I , . I I � PAVEMENT K '� P I VATS STREET N LIMITS N ' - I ti . - - L I . . I I I L L I I L _- - - - . I L I L L I . I . I I I I I I L I I I CURB -S.C. SITE CONTRACTOR & BUILDING CONTRACTOR SCOPE DELINEATION NOTES 1. TEMPORARY STAGING AND TEMPORARY ELECTRICAL SERVICE SHALL BE PROVIDED BY THE SITE 94' EXIST. RAW -� CONTRACTOR. . PAVEMENT CURB &WALK -B.C. 2. THE SITE CONTRACTOR SHALL PROVIDE THE BUILDING PAD AND IT SHALL BE COMPACTED TO 89 : GENERALLY ALL SITE WORK OUTSIDE THIS LIMITS I M I r BELOW FINISH FLOOR SUITABLE FOR SPREAD FOOTINGS. ° PERIMETER IS TO BE DONE BY SITE I '�� - 3. THE SITE CONTRACTOR SHALL PROVIDE THE GRADING 8" BELOW THE FINSH ELEVATION AT EACH C CONTRACTOR (S.C.) UNLESS OTHERWISE i. I , _,,... SIDEWALK TO BE INSTALLED BY THE BUILDING CONTRACTOR. l . NOTED. i I 4. BINDER LAYER OF PAVEMENT SHALL BE PLACED PRIOR TO THE BUILDING CONTRACTOR TO . = I I COMMENCING WITH THEIR CONSTRUCTION. ALL PAVEMENT WORK AND PAVEMENT MARKING ARE . � . / - 0j. - 1. 1 . L =. . I 4 9 1 L I ., - L L GENERALLY ALL WORK INSIDE PERIMETER IS TO . k I i I ` . TO BE PROVIDED BY SITE CONTRACTOR BE DONE BY BUILDING CONTRACTOR B.C. . ( ) i i 5. THE SITE CONTRACTOR SHALL CONNECT IRRIGATION SERVICE TO INTERIOR BUILDING IRRIGATION UNLESS OTHERWISE NOTED. __ I METER. ALL LANDSCAPE IRRIGATION WORK INCLUDING CONDUITS IS TO BE PROVIDED BY SITE . . f I CONTRACTOR. . . L I W I . I . . L XI -. .. . SEE DELINEATION NOTES FOR CLASSIFICATION. 6. THE 4 "TELEPHONE CONDUIT SHALL BE PROVIDED BY THE SITE CONTRACTOR TO LOCATION INSIDE . \ _. I_ 1 BUILDING. 0(4 . 7. THE PRIMARY ELECTRICAL CONDUIT FROM THE UTILITY TO THE TRANSFORMER SHALL BE PROVIDED I . 11 I I . . . I � /,., . L I . L I I I L Li I L - . . . . I m I I I I L L . I � Land Des. crption BY THE SITE CONTRACTOR. I I I I . CVS - Village of WestClay Section 6003 8. THE SECONDARY ELECTRICAL CONDUIT AND WIRE FROM THE TRANSFORMER TO THE BUILDING . I - SHALL BE PROVIDED BY THE BUILDING CONTRACTOR. TRANSFORMER PAD BY BUILIDING CONTRACTOR. . PROPOSED SITE LEGEND I . . A part of the Southeast Quarter of Section 29, Township 18 North, Range 3 East of 9. THE SITE CONTRACTOR SHALL COORDINATE WITH THE GAS COMPANY TO PROVIDE SERVICE TO . the 2nd Principal Meridian, Clay Township, Indiana described as follows: THE METER IN THE LOCA 1ON SHOWN. THE BUILDING CONTRACTOR SHALL COORDINATE WITH THE . A CITY OF CARMEL STRAIGHT CONCRETE CURB 24" STOP BAR, PAINTED WHITE ON SITE AND . DIRECTIONAL ARROWS, PAINTED WHITE O THERMOPLASTIC IN R.O.W. - GAS COMPANY TO INSTALL THE METER IN THE LOCATION SHOWN. . OFFSITE PAVEMENT / Commencing at the northeast corner of the Southeast Quarter of said Section 29; 10. THE SITE CONTRACTOR SHALL PROVIDE SANITARY SEWER AND STORM SEWER INSTALLATIONS TO 5 I " ONSITE AND THERMOPLASTIC IN R.O.W. © COMBINED CURB & WAL.K thence South 89 degrees 13 minutes 03 seconds West (assumed bearings) along FEET FROM THE PERIMETER OF THE BUILDING. THE BUILDING CONTRACTOR SHALL PROVIDE . KO 4" SINGLE SOLID WHITE, PAINT LINE ON SITE the north line of said Southeast Quarter a distance of 740.49 feet; thence South I L . HANDICAP ACCESSIBLE C ADA ACCESSIBLE RAMP TYPE "H" AND THERMOPLASTIC IN R.O.W. . . . . SANITARY SEWER AND STORM SEWER INSTALLATIONS FROM 5 - FEET OUTSIDE OF THE BUILDING PARKING SPACE O 00 degrees 11 minutes 59 seconds East a distance of 144.65 feet to the Point of INTO THE BUILDING. L I I I Beginning; thence South 00 degrees 11 minutes 59 seconds East a distance of RIGHT OF WAY PAVEMENT STOP WORD "STOP ", PAINTED WHITE D ADA ACCESSIBLE RAMP TYPE "K" O CITY OF CARMEL COMBINED DEPRESSED 115.83 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of . . 11. THE SITE CONTRACTOR SHALL PROVIDE ALL SITE LIGHTING INSTALLATIONS AND THE SITE . . I .1 I . I 1. �. I L I I . I L � I . � L . � I I . . I . . L .I � � . . � I I . . . � I � . � 1 .. 1 I I � 1 I 1 . I . I I I � L L . � . I L . 4I . . . _ i& fI . I L . O CURB AND GUTTER 182.50 feet; thence North 00 degrees 11 minutes 59 seconds West a ance of CONTRACTOR IS RESPONSIBLE TO PROVIDE THE CONDUIT AND WIRE TO CONNECT THE SITE . . OE CONCRETE PARKING BUMPER - " 48.00 feet; thence North 89 degrees 48 minutes 01 seconds East a dist distance LIGHTING TO A JUNCTION BOX INSIDE THE BUILDING. . _: SINGLE LIGHTING STRUCTURE MO CITY OF CARMEL 13 1 /2 COMBINED CURB of 21.50 feet; thence North 00 degrees 11 . minutes 59 seconds West a distance of _ 12. WATER SERVICE INTO THE BUILDING IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO ASPHALT PAVEMENT ® OF CONCRETE BOLLARD AND GUTTER TYPE II 67.84 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of PROVIDE SERVICE TO DOMESTIC AND IRRIGATION METER RISER AS WELL AS THE FIRE SPRINKLER . " TWIN LIGHTING STRUCTURE N 161.00 feet to the Point of Beginning, containing 0.452 acres, more or less. RISER. THE DOMESTIC AND IRRIGATION METERS AND THE FIRE SPRINKLER RISER SHALL BE I . I I . n HANDICAP PARKING SIGN Q CONCRETE SIDEWALK THE RESPONSIBILITY OF THE BUILDING CONTRACTOR (SEE CARTER & BURGESS DRAWINGS). ETE CVS PARKING ANALYSIS TOTAL S.F. = 12,900 S.F. STANDARD PARKING 48 HANDICAP PARKING PROVIDED 3 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 51 13. THE BUILDING CONTRACTOR WILL GENERALLY BE RES P ONSIBLE FOR THE BUILDING PERIM R . SIDEWALK CONSTRUCTION AND THE SITE CONTRACTOR WILL GENERALLY BE RESPONSIBLE FOR THE CURB AND SIDEWALK AWAY FROM THE BUILDING PERIMETER SIDEWALK. SEE THE NOTES ON THE PLAN FOR CLARIFICATION. . 14. THE SITE CONTRACTOR IS RESPONSIBLE FOR ALL ASPHALT INSTALLATION AS WELL AS CLEANUP PRIOR TO FINISH PAVING. 15. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR THE DUMPSTER ENCLOSURE CONSTRUCTION. 16. SEE PLAN VIEW FOR FURTHER DELINEATION OF WORK BY BUILDING CONTRACTOR (B.C.) AND SITE CONTRACTOR (S.C.). . 17. CONCRETE PARKING BUMPERS ARE TO BE PROVIDED BY SITE CONTRACTOR. I 11 is a' _ ti Y , z ` r - .t- , r r �r ,s 1 - �h 4 m r _ n I b 11, rz h � Sim.... � .�. I I'll I 777M t E - r _. .11 - - , - . ii r �4 _ _" _ - AMERICAN . . CONSULTING INC,. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 L FAX: (317) 543 -0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. �����,\```'p, UC044rf� /�, ?�p1STEA••" - �• ���•Q • • • No.10302�00 i . _- t� . •�•i o !2 : STATE OF : q �••� • • . ND1ANP• G� �s �,,���SS�ONAI -E. --'-//I/, %' 111111U�,,��` CERTIFIED BY: :?--j +-Z00"i-- ph�rr,n-j STORE NUMBER: 175204 13090 Pettigru Drive Carmel, Indiana E� DEVELOPER: G. B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone 317) 574 -7333 fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: Q CITY OF CARMEL REVISIONS 2/21 J07 LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: EEM DATE: 01/05/06 �. JOB. NUMBER: IN2005.0626 TITLE: SITE CONTRACTOR &BUILDING CONTRACTOR SCOPE DELINEATION, PLAN I I SHEET NUMBER: . . C2.2 COMMENTS: O_ U U �G N cD 0 0 N Z Z W 0 0 Z 0 0 N Z U i 3 P 0 N 0 0 0 N Z a 3 0 0 M N i in O W N O N N O Q 0 0 W 0 0 0 Q 0 V) r` O W a VVLZI I k LH 1 3 1 rC. ffZ7 IQ kE-A1 J T .13 X ',U' INV.= \ 12" E) 601 - OH 119 X 190.5 95 6C►i X 905.89 80i U � X 44 X STORM SEWER - STRUCTURE DATA TABLE STIR. NO. Structure Type Casting T pe Pipe Elevations Grade % CONNECT TO STRUCT. Remarks Length --Size Type TOR 0 20' 40' DNSTM 1 Tvoe "M Inlet SCALE: 1"=20' 115 15 RCP 905.00 900.96 900.39 0.50% 2 EXISTING LEGEND: 2 Tvpe "M" Inlet R -3405 LIGHT POLE ® REBAR FOUND 15 - ---- -c 905.37 900.29 900.03 TEST HOLE -�-- TRAFFIC PEDESTAL 910 4' sump at bottom of inlet and Best Management Practices snout. 3 POWER POLE FLAG POLE R -3405 - 12 E-- GUY WIRE • POST 904.88 ,{ 903.8 900.39 -[}- TELEPHONE PEDESTAL" ® MONITORING WELL 4 4 Q DRAINAGE MANHOLE @ CLEAN OUT 04-1 O H OH 100 ® ELECTRIC HANDHOLE GAS METER RCP 904.25 900.29 899.98 q 0 3. 9 Q 6 • POST p ELECTRIC METER BOX - ' 7. ' -r` 11 _°" SIGN HOSE BIB RCP W W r. 899.88 O DETECTOR HOUSING o LID 0.23% 775 4 sump at bottom of inlet and Best Management Practices snout. TRAFFIC HANDHOLE QS SANITARY MANHOLE STRUCTURE BY OTHERS - - - -- --- - - - -- RCP GAS VALVE 4- COMBINATION POLE 899.93 ; .70 - - - -- - TRAFFIC POLE TREE VILLAGE OF WEST CLAY STR. #910 775 STRUCTURE BY OTHERS RCP CONCRETE PIPE 'M VENT - - - -- - - - -- RCP 1 903.301 899.75 ioe_ - - - -- VCP CLAY PIPE BUSH I' I PVC PLASTIC PIPE ® TRANSFORMER CPP PLASTIC PIPE ® CURB INLET -OHE- OVERHEAD ELECTRIC LINE O 20" X 20" STEEL LID CONTAINING PUMPS i -E- BURIED ELECTRIC LINE O 36" X STEEL LID CONTAINING PUMPS I h "36" -W- BURIED WATER LINE © 32" ROUND STEEL LID ® WATER METER Q 12" ROUND STEEL LID j WATER VALVE PINE FIRE HYDRANT GRADING LEGEND T,x M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB ' TC TOP OF CURB ' 000 CONTOURS FLOW LINE TC 000.00 BC 000.00 CURB ELEVATIONS I 000.00 SPOT ELEVATIONS IC?OQ.Of, -� SPOT ELEVATIONS BY OTHERS GENERAL GRADING NOTES Q ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE SEEN INSTALLED. ' 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ' " " "" VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. I 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth } SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO i I1 INSTRUCT AND OBSERVE DURING CONSTRUCTION. STORM SEWER - STRUCTURE DATA TABLE STIR. NO. Structure Type Casting T pe Pipe Elevations Grade % CONNECT TO STRUCT. Remarks Length --Size Type TOR UPSTM DNSTM 1 Tvoe "M Inlet R -3405 115 15 RCP 905.00 900.96 900.39 0.50% 2 2 Tvpe "M" Inlet R -3405 51 15 RCP 905.37 900.29 900.03 0.50% 910 4' sump at bottom of inlet and Best Management Practices snout. 3 Type "M" Inlet R -3405 120 12 RCP 904.88 900.76 900.39 0.31% 4 4 Type "M" Inlet R -3010 100 12 RCP 904.25 900.29 899.98 0.31% 6 5 Type "M" Inlet R -3010 11 15 RCP 904.25 899.88 899.85 0.23% 775 4 sump at bottom of inlet and Best Management Practices snout. 910 STRUCTURE BY OTHERS - - - -- - - - -- - - - -- RCP 907.85 899.93 - - - -- - - - -- N/A VILLAGE OF WEST CLAY STR. #910 775 STRUCTURE BY OTHERS - - - -- - - - -- - - - -- RCP 1 903.301 899.75 - - - -- - - - -- N/A VILLAGE OF WEST CLAY STR." #775 WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT IN ACCORDANCE WITH CITY OF CARMEL STANDARDS. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. r� 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS., AFTER C`? INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND /OR EXPORTS. 15. THE SITE IS / IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO205F FOR THE COUNTY OF HAMILTON, INDIANA, DATED FEBRUARY 19, 2003. 16. ENTIRE SITE IS TO BE UNDERCUT AND SCARIFIED TO A DEPTH OF 16" RECOMPACTED ACCORDING TO GEOTECHNICAL REPORT. r s AMERICAN CONSULTING INC. Architects consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543.0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. tai 1 1 �1 � ��o. Qua sTER�o.�o� No. 10302400. • 0 STATE OF : - _ 9 % s/ONALS CERTIFIED BY: acy h r m I STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone( 31 7) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: A CITY OF CARMEL REVISIONS 1/11/07 LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY EEM DATE: 01/05/06 JOB NUMBER: IN2005.0626 TITLE: GRAD-ING PLAN SHEET NUMBER: • COMMENTS: 4 U U (O N (D O 0 N z M 0 0 Z 0 U D f 15 N Z U m rn c .3 0 0 (D N (D 0 0 N Z_ a 3 0 0 M LO inN ( m 0 W N M M 0 n N N 0 a 0 v W a U N F- O J a WEST CLAY STR. #916 (EXI 119 905.25 801 801 6 - ------ - _ . . 5 0 .... it .}�, - t..�- S'�4`� p �'-'�'+.� {I �.�- ,'�gk-`s`• � c�t.1 i - L � AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. `ov 1U 1C1U1 /!/ �� ♦i Olt `• ` 0�? a s T E q# -- ° N0.10302400 r'O : : f� STATE OF ♦���ii S10NAII-t: m�unm� CERTIFIED BY: STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indianq 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone( 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: IN2005.0626 TITLE: EROSION CONTROL. PLAN SHEET NUMBER:. C4.1 COMMENTS: 0 W N U W U N to 0 0 0 0 N Z N r z W 2 0 0 6 U D tr 0 U i N tT 3 2 0 i N 0 LO 0 .0 N Z LL 3 O 0 M W) m W 0 . W N N O tp 0 0 N N O Q 0 I-- - W 0 0 0 q Q 0 to F- . I 50' MIN. 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 . . � � � - - __ W . 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 . .SANDBAG I . . . STORM WATER PI OLLUTION R� � PLAN I I .I .. I . � . � I . I . I . � I � I I � I I .. I ..Catch All I I I .1 . EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE . I� ( . ° p Oo Q ° o 0.Qo O° ,. , ,� - _ � o U o O I WA' L L fJT � 10 MIL PLASTIC I pOC On O j'� O pO0 LT P -1 I 'LJo p U o •�-0 v • ;o o o p 1. Before construction, evaluate, mark, and protect important LINING I I �_ z_ o. O OD • c. O� 0 O . tress • III- I QOo O O O O o OOO On• O Oo O . _ ' O o �o OO O O • % of Qro . . .. 2. Clear areas for construction entrance, and silt fence .'1_ r'.. . . r .. r t., . i • y • 'i r . ey. - - are sedimentation. I � - I �- o O b . o . o b . O . .O _ `ltc Ctt.,l All is qtr Inlet and catch train filtra ,olr do tt.c developed to prevent sedim n - �. a o o O Yo - I b o 00. 0 0 ,� y -� I O O 0 o 0 O a o 3. Install construction entrance and staging area. . ,. r u dTi`t: , t ziSt)ttl and d t.$E•n � = N o o � a O• A00 � , �iclt elt arc aaalable to littrt ally any naLc strut, u>re c i cvul rs.pr t -1 11_ I �, d . . _ 0 0 ,, - >- o � o � 0 4. Install erosion control fences around construction area I . � � � � Best. �tt�rla��,ntc.nt l?r�a:ctice fear � r 2 Program. � �_ 1 ,i I 9 I C_ O o. Q Q `-��O ° OCj O ? before construction activities begin. 11 . . . • .. a o ° o� o a. a °Doi o M . 5. Be in demolition and earthwork. . Ovrkt'IIAV 'Temporaryr Installation: Construction p O o t�.>: L IANI':� ;�, � - SECTION A -A O . ° °. O Q oo • ? a Oo A 80� ��o •O O N 6. Install staging areas material storage areas and fueling stations F °u� projects on highways and near housing ( .o o v� O o o� o� 9 g 9 g 0 .�o O �O OPC6; O�O o O. 7. Install storm sewers and inlets. -� - � develo means can result in substantial p b . , pW o o Q v 1 .�+ -y os P I 4 � p O �. • Q O. O o 0 ..., /`/ , _ 9 '"' 1 amounts of sediment during a rainstorm. LATH & FLAGGING Q OO O O O� 0 O 0 . 8. Install inlet filter protection as inlets are intalled. `�^ - • ` • ON ALL SIDES I o' 'O O O 10 ° 00 °��000 O O O �� O. O 9. Continue site excavating, backfilling, and grading activities ,,_ -'�_ . - .t_.__.---.-.. I Traditional practice, using silt screens, hay o o • o •O 0-0 , , d °• op.° o • o o • p X0- . T __ 4 _ ,�- . "`, bales, and filter fabric tinder storm grates . O ° O O �' ° O Q. •o • 10. Establish building pad �� 10 (MIN.) SANDBAG .• . ° � - pro ride only limited protection. Catch -All (TYP) I 11. Finish mass earthwork ' l �, . , yy will hold 2 cubic feet of�*ravel, silt, and I 12. Install temporary seeding on disturbed areas and erosion Fi"►tr "t_t , * 6 MIN. WDOT GRADATION N0. 1 control blankets where required. (Use mulch center for witer construction. 11 :., _. r.. `fl? * V ,, debris, and cmi be moved from. site-to site. roN ><�Is�� .�"� CRUSHED STONE tt t i[ +'y y ;, }. y� R.P,r c /�tt tf Y C �w t rtl 1 i +�• :!'t �..i4 i+.iL.1'Iil (fI 13 r k+ ': POLYP 01 �•1�-[:,i +4r 4Y3OTI.-A �i.' 3Ci: Mt?�fCENIENT' rIL' F F1tRFt1C' 4 (a ,j 4TPalWa i Ifivirllttkixl Catch-Adl lias been approved for, use on many 1DOT road construction projects. Permanent Installation: Commercial and industrial sites with impetuous .surfaces, such a,. lots, produce stormr+ater run-off h t may include paper refuse, Ci tarcttc' roads and parking p t s floating These > -� I I -III- 1' 11. � . I . I MAR. . LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. I JULY 13. Construct Building sediment, and a ren some oils. cotitaminants can quickly add up to a significant PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD I PERMANENT SEEDING 1 WIRE � . . . * /// I . . GRAVEL CONSTRUCTION ENTRANCE 14. Complete asphalt paving. fffIIiiiIllll . I- II I I I TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY FILTH FABRIC I 11t 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. I 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION /SEDIMENT CONTROL PLAN, LEAVING 1. I NOT TO SCALE 15. Finale grade and finish. . I I I WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE I I . FLOW I l l WHEN NECESSARY 11 I : THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 1 TIYs: unique design of tlac reusable steel fraat�e of Catch-All provides an overflow capacity . TEMPO ARY GRAVEL CONSTRUCTION ENTRANCE INSTALLATION REQUIREMENTS _ 16. 18. Place sod. . Maintain all erosion and sediment control practices until . . WOOD, METAL, OR I � . I FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. I l�Il 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. E PER WEEK. 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. - all disturbed areas are per. m. anently stabilized. SYNTHETIC FRAME . � � � . I . I l NOTE: . I . ti. �. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE RE UIREMENTS 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, or pool, even between scheduled cleanings, The durable reinforced sediment lea can be cleaned P � . I 11 � POSTS SHALL HAVE A MINIMUM LENGTH OF . . 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL F1 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER STORM EVENTS OF HEAVY USE. S - kulllcron�5 tntcS and is easily replaced in the field. The �entirc unit is installed below grade and no xr ace. t8" thick the rcbar, clips, car straps are >r;poscd can the s f 'With a top 1:nnge tess the n I I a . . � AND GRADE AND CROWN FOR POSITIVE DRAINAGE. . . 3. IF SLOPE TOWARDS THE ROAD EXCEEDS 294 CONSTRUCT A 6 -8 in. HIGH WATER BAR (RIDGE) I I � � I MONITORING AND R ORTING . ' w WITH ALL APPLICABLE STATUTES AND RULES. // * 11 I � /� 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART/ AND INSTALL A HORIZONTAL BRACE . /4 . � � WITH 3:1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 ft. FROM THE ENTRANCE TO DIVERT I . . I I I I I . � - I 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND WATER DEPTH NO MORE. . 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING < . %r catch basins and underground storrrnvater stcrage systems that are usually difficult to access I . . . RUNOFF AWAY FROM THE ROAD. THE CONTRACTOR SHALL IMPLEMENT A SELF - MONITORING PROGRAM. lots, produce stormr+ater run-off h t may include paper refuse, Ci tarcttc' roads and parking p t s floating These > -� I I -III- 1' 11. � . I . I MAR. . LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. JULY 4. INSTALL PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO THE FOLLOWING ITEMS ARE REQUIRED: sediment, and a ren some oils. cotitaminants can quickly add up to a significant PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD I PERMANENT SEEDING 1 WIRE � . . ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD * /// IMPROVE STABILITY. 1. A TRAINED PERSON SHALL PERFORM A WRITTEN EVALUATION OF THE . . amount in catch basins or munlcipat systcmS. "Iffithout proper treatment, stormwater laden with . 11 fffIIiiiIllll . I- II I I I TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY FILTH FABRIC I 11t 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. I 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION /SEDIMENT CONTROL PLAN, LEAVING PROJECT SITE BY THE END OF THE NEXT BUSINESS DAY FOLLOWING . such materials can pollute streams, lakes, and near -shore waters. I I I WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE I I . FLOW I l l WHEN NECESSARY 11 I : THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. EACH MEASURABLE STORM EVENT AND AT A MINIMUM .OF ONE TIME . TIYs: unique design of tlac reusable steel fraat�e of Catch-All provides an overflow capacity B WOOD, METAL, OR I � . I FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. I l�Il 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. E PER WEEK. • _ y n w o back u ratet tt�tau itc crc.a otlt rate it f is under. This means little chance f`or water t p 11 SYNTHETIC FRAME . � � � . I . I l NOTE: . I . ti. �. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE RE UIREMENTS 2. THE EVALUATION MUST ADDRESS THE MAINTENANCE OF EXISTING STORM N or pool, even between scheduled cleanings, The durable reinforced sediment lea can be cleaned P � . 1� 11 � POSTS SHALL HAVE A MINIMUM LENGTH OF . . 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL I I . . x � 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER STORM EVENTS OF HEAVY USE. S WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY AND IDENTIFY ADDITIONAL MEASURES NECESSARY TO REMAIN IN COMPLIANCE kulllcron�5 tntcS and is easily replaced in the field. The �entirc unit is installed below grade and no xr ace. t8" thick the rcbar, clips, car straps are >r;poscd can the s f 'With a top 1:nnge tess the n I I I ❑ I * 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOP DRESS WITH CLEAN STONE AS NEEDED. WITH ALL APPLICABLE STATUTES AND RULES. // * 11 I � , I 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART/ AND INSTALL A HORIZONTAL BRACE o a o a %�.�,,_. . additions�l tycight e- posure of the gate is minimal. C:at�:} »,r, It can be an important supplement I 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND WATER DEPTH NO MORE. . 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING 3. THE WRITTEN EVALUATION REPORT MUST INCLUDE: . %r catch basins and underground storrrnvater stcrage systems that are usually difficult to access A -A ...TRENCH TRENCH DETAIL 5. FILL THE EXCAVATED FOUNDATION WITH INDOT CA N0, 1 STONE, BEING CAREFUL THAT THE FINISHED SURFACE 10 MIL PLASTIC SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL . OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT for cleaning. C «t.c;h-�l are available to fit virtaall an drainage Structure+srasttn . y+` S I � I 6. STABILIZE THE AREA AROUND THE PAD. I I � � . LINING � I FENCE CONSTRUCTION ROCK TRAP OR BASIN. INDIVIDUAL PERFORMING E a) THE NAME OF THE IND AL FOR G TH EVALUATION 1. ALONG THE ENTIRE INTENDED FENCE LINE, DIG AN 8 in: DEEP FLAT - BOTTOMED OR V- SHAPED TRENCH. . I I 1 -- I . ' I, _I I 5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. .. GROUND (THE DEEPER THE BETTER! ), SPACING THEM NO MORE THAN 8 ft. APART IF THE FENCE IS SUPPORTED BY ** ;' __ _ b) THE DATE OF THE EVALUATION 11 - Iutec Stormrater Services CO1CR�i'E TRUCE �A1(�1T DETAIL . AT THE PROJECT SITE c) PROBLEMS IDENTIFIED PRO TE t%139 lE.t 30 "street NOT TO SCALE 81d0iInS. tl4 4I 6I 219 NO. N WOVEN SPACE POSTS PER d) DETAILS OF CORRECTIVE ACTIONS RECOMMENDED A. I ND COMPLETED 6. GEOTEXTILE j- -SS FABRIC I MANUFACTURER I • . N REPORTS FOR THE PROJECT SI MUST BE MADE e ALL EVALUATIO TE �'� l'3r °�c�a �rri Iutac Supply RECOMMENDATIONS ) ,_�,,,, --- ,- ,�,�„- AVAILABLE TO THE INSPECTING AUTHORITY WITHIN FORTY -EIGHT LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. HOURS OF A REQUEST • • • I DO NOT ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTION A TEMPORARY PIT OR BERMED AREA LARGE • • . ENOUGH FOR LIQUID AND SOLID WASTE. 8" . . . WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE BROKEN UP AND THE MATERIAL HANDLING AND SPILL PREVENTION: 11 BE DISPOSED OF ACCORDING TO LOCAL STANDARDS. . . NO CHEMICAL OR HAZARDOUS MATERIALS WILL BE STORED ON SITE. ANY TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO - - - - - - - - - - - - - - FUEL SPILLED DURING CONSTRUCTION WILL BE IMMEDIATELY CLEANED UP . COMPLETELY CONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING 1 11 = = _ _ _ _ _ _ _ _ _ _ _ - I- . WITH AN APPROPRIATE ABSORBENT AND THE CONTAMINATED. SOIL WILL . WASH OUT PROCEDURES I I ( -I I I -I I (- III - III -) I I- III -I I ( -I �- III =III -� ( III BE EXCAVATED AND DISPOSED OF ACCORDING TO IDEM REGULATIONS. I . I . I I I I I � ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT. -I -I I- I 1 -III I I I -� I I -III- 1' 11. � . I . I MAR. . LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. JUNE JULY AUG. SEPT. OCT. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD I PERMANENT SEEDING 1 WIRE � . . ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD * /// BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 1111 * 11 11 fffIIiiiIllll . I- II I I I TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY FILTH FABRIC I 11t 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. I 1 1 .WOOD POST I PROVIDE CROSS BRACING - I I I WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE I I . FLOW I l l WHEN NECESSARY 11 I : � WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE B WOOD, METAL, OR I � . I FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. I l�Il TEMPORARY SEEDING . 11 SYNTHETIC FRAME . � � � . I . I l NOTE: . I . ti. �. E . . CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED LABELED "CONCRETE WASHOUT' � . 1� 11 � POSTS SHALL HAVE A MINIMUM LENGTH OF . . 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL I I . . x � - I I AND I * 1 /1/1// // * INLET \ \� \ \� \ \� I � , I 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART/ AND INSTALL A HORIZONTAL BRACE i 1 . %�.�,,_. � I . I _ I 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND WATER DEPTH NO MORE. MULCHING .. �•: THAN 11/2ft. ANYWHERE ELSE ALONG THE FENCE.) 1� 1 A -A ...TRENCH TRENCH DETAIL 5. FILL THE EXCAVATED FOUNDATION WITH INDOT CA N0, 1 STONE, BEING CAREFUL THAT THE FINISHED SURFACE _ SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL . . SILT FEN `GE- INLET FIL'T'ER I � I 6. STABILIZE THE AREA AROUND THE PAD. I I � � . 1-.. � I FENCE CONSTRUCTION I 1. ALONG THE ENTIRE INTENDED FENCE LINE, DIG AN 8 in: DEEP FLAT - BOTTOMED OR V- SHAPED TRENCH. I . I I . THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY / I I 1 -- I � ' I, _I I . .. GROUND (THE DEEPER THE BETTER! ), SPACING THEM NO MORE THAN 8 ft. APART IF THE FENCE IS SUPPORTED BY ** ;' - BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE I _ A /� A 1�_ . _ . I11I11 I1 II I - II I I1 I FOR WASTED CONCRETE. I I ( • •• 1 111 I I I I II DURING INSTALLATION AND TO SUPPORT APPLIED . � � . I . . -I LOADS. . !. - - � . I � . I � I . . . . AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT . I I -1 I I III - lI l l I N 1 � � FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC � I I%%.- I 1 � � - I I I . . AN APPROVED SITE. I I � I I I 111- . CONSISTING OF STRONG, ROT RESISTANT, �_,94I'_ - I . I I I I . . I . . I MATERIALS RESISTANT TO DETERIORATION FROM 1 I . , , 11 �I , 2 I . . . � . � . I � . I � � I . � � . . - � . I I EXTEND FABRIC & -) I I WIRE TO 4 BELOW _I I I ULTRAVIOLET AND HEAT EXPOSURE. - I- I I I 1 � % 44ii " *�11�1 11 ' �I' r 11 L - L - i _L_L_i I - - r- r- r- I -� J- r- -; - -;- ,- -r-=- 1 -; -; +i r M . . .. I I SURFACE �ilTi� - i_ - - L-L-L-L-i_ -L J--- I -J -J- i i -� .I I I I . . . - _ _ - I I . I I �� . 1 1 . I _ � . . . I _ 1.� L- -� -L -t �1 -, -� -I -t , t _l�_L_L_L_L_L_L -L_L_L K1 -- -'- - -- -� I J_�J_L_J_J J +I -�- , 1 k) . . . I I NOT TO SCALE . BURIED GEOTEXTI LE . FABRIC. 4oz. MI IN. 3' MAX. I .. . FRAME DETAIL . . SILT FENCE INSTALLATION REQUIREMENTS SITE PREPARATION . BURIED GEOTEXTILE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING . . AREA. A NOTE: IFUSING APRE- PACKED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD * /// 11/1// 1111 * I I I /I /- fffIIiiiIllll . I- II I I 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT . 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. I FABRIC. 4oz. MIN. . 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 DORMANT SEEDING B l l I .. I I COMPACTED FILL . OUTLET CONSTRUCTION (OPTIONAL . B TEMPORARY SEEDING C 11 *1 /llllll 111 D ,,;��, . E Z 1i THE FENCE IS DESIGNED TO RETAIN ALL RUNOFF FROM A 2 YEAR FREQUENCY, 24 HR DURATION STORM EVENT) 2. SET THE OUTLET ELEVATION SO THAT WATER DEPTH CANNOT EXCEED 1%229 ft. AT THE LOWEST POINT / \ / \ / \ / \ / \. -, \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \// \�� \�� \�� \ / \\ \\ \\ ��i,�� �� \ / / \ //\ ��� . - SODDING ��_ \ / / \ \ / / \ \ / / \// ** * /1/// /1/1// // * INLET \ \� \ \� \ \� 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART/ AND INSTALL A HORIZONTAL BRACE . BETWEEN THEM. (WEIR HEIGHT SHOULD BE NO MORE THAN 1 ft. DEEP, 5 ft. WIDE, AND F ft. LONG ON LEVEL GRADE. . 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND WATER DEPTH NO MORE. MULCHING G THAN 11/2ft. ANYWHERE ELSE ALONG THE FENCE.) SECTION A -A ...TRENCH TRENCH DETAIL 5. FILL THE EXCAVATED FOUNDATION WITH INDOT CA N0, 1 STONE, BEING CAREFUL THAT THE FINISHED SURFACE 1 1 I . BLENDS WITH THE SURROUNDING AREA, ALLOWING NO OVERFILL. SILT FEN `GE- INLET FIL'T'ER I � I 6. STABILIZE THE AREA AROUND THE PAD. I I � � . NOT TO SCALE . � I FENCE CONSTRUCTION . 1. ALONG THE ENTIRE INTENDED FENCE LINE, DIG AN 8 in: DEEP FLAT - BOTTOMED OR V- SHAPED TRENCH. 2. ON THE DOWNSIDE SLOPE OF THE TRENCH, DRIVE THE WOOD OR STEEL SUPPORT POSTS AT LEAST 1 ft. INTO THE . .. GROUND (THE DEEPER THE BETTER! ), SPACING THEM NO MORE THAN 8 ft. APART IF THE FENCE IS SUPPORTED BY - 1. PLAN FOR T. HE FENCE TO BE AT LEAST 10 ft. FROM THE TOE OF THE SLOPE TO PROVIDE A SE. DIMENT STORAGE IN TEP ). . 3. FASTEN SUPPORT WIRE FENCE (IF THE MANUFACTUER RECOMMENDS ITS USE) TO THE UPSLOPE SIDE OF TI POSTS, . C = SPRING OATS 3 BUSHELS /ACRE EXTENDING IT 8 in. INTO THE TRENCH. I . PLANNING MGR: .. 4. RUN A CONTINUOUS LENGTH OF GEOTEXTILE FABRIC IN FRONT ( UPSLOPE) OF THE SUPPORT WIRE AND POSTS ' IIi II I E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. ) 5. IF A JOINT IS NECESSARY, NAIL THE OVERLAP TO THE NEAREST POST WITH LATH. . F =SOD 6. PLACE THE BOTTOM 1 ft. OF FABRIC IN THE 8 in. DEEP TRENCH, EXTENDING THE REMAING 4 in. TOWARD TI HE . . I FABRIC. 4oz. MIN. UPSLOPE SIDE. G = STRAW MULCH 2 TONS /ACRE I I . . AREA. . BURIED GEOTEXTI LE NOTE: IFUSING APRE- PACKED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD INSTALLATION INSTRUCTIONS. I I . I I I I fffIIiiiIllll I I- II I I 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT . 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. I FABRIC. 4oz. MIN. . 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 . I I l l I .. I I COMPACTED FILL . OUTLET CONSTRUCTION (OPTIONAL . / /I / , / \ / \ \/\ /� �� / / / / /� / / / / / / �y 11 I 1. DETERMINE THE APPROPRIATE LOCATION FOR A REINFORCED, STABILIZED BYPASS FLOW OUTLET (UNLESS \ \ \ \\ \ \ // // // // // // // // ,,;��, \ \ \ \ \// ;// // // // // // �y /�� \i \i \r \r \r \r /,% Z THE FENCE IS DESIGNED TO RETAIN ALL RUNOFF FROM A 2 YEAR FREQUENCY, 24 HR DURATION STORM EVENT) 2. SET THE OUTLET ELEVATION SO THAT WATER DEPTH CANNOT EXCEED 1%229 ft. AT THE LOWEST POINT / \ / \ / \ / \ / \. -, \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \// \�� \�� \�� \ / \\ \\ \\ ��i,�� �� \ / / \ //\ ��� . - �� \�j \ \ % / \ \ % \ \ % \ \ % \ \% ��_ \ / / \ \ / / \ \ / / \// ALONG THE FENCE LINE. /_ I/ \ i. /i. /i./ INLET \ \� \ \� \ \� 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART/ AND INSTALL A HORIZONTAL BRACE . BETWEEN THEM. (WEIR HEIGHT SHOULD BE NO MORE THAN 1 ft. DEEP, 5 ft. WIDE, AND F ft. LONG ON LEVEL GRADE. . 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND WATER DEPTH NO MORE. THAN 11/2ft. ANYWHERE ELSE ALONG THE FENCE.) SECTION A -A ...TRENCH TRENCH DETAIL 5. FILL THE EXCAVATED FOUNDATION WITH INDOT CA N0, 1 STONE, BEING CAREFUL THAT THE FINISHED SURFACE 1 1 I . BLENDS WITH THE SURROUNDING AREA, ALLOWING NO OVERFILL. SILT FEN `GE- INLET FIL'T'ER I � I 6. STABILIZE THE AREA AROUND THE PAD. I I � � . NOT TO SCALE . � I FENCE CONSTRUCTION . 1. ALONG THE ENTIRE INTENDED FENCE LINE, DIG AN 8 in: DEEP FLAT - BOTTOMED OR V- SHAPED TRENCH. 2. ON THE DOWNSIDE SLOPE OF THE TRENCH, DRIVE THE WOOD OR STEEL SUPPORT POSTS AT LEAST 1 ft. INTO THE . .. GROUND (THE DEEPER THE BETTER! ), SPACING THEM NO MORE THAN 8 ft. APART IF THE FENCE IS SUPPORTED BY - - A = KENTUCKY BLUEGRASS 100 LBS. ACRE• CREEPING RED FESCUE 100 LBS. ACRE• WIRE OR fi ft. IF EXTRA - STRENGTH FABRIC IS USED WITHOUT SUPPORT WIRE. ADJUST SPACING, IF NECESSARY, TO / / I ENSURE THAT POSTS ARE SET AT THE LOW POINTS ALONF THE FENCE LINE. NOTE: IF THE FENCE HAS PRE - ATTACHED . PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE POSTS OR STAKES, DRIVE THEM DEEP ENOUGH SO THE FABRIC IS SATISFACTORILY IN THE TRENCH AS DESCRIBED . - NT KY LUEGRASS 120 LBS ACRE• CRE PING RE F SCU 1 S ACRE• S 6 . . B = KE UC B ./ E D E E 20 LB ./ . PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 3I 0 LBS. /ACRE IN TEP ). . 3. FASTEN SUPPORT WIRE FENCE (IF THE MANUFACTUER RECOMMENDS ITS USE) TO THE UPSLOPE SIDE OF TI POSTS, . C = SPRING OATS 3 BUSHELS /ACRE EXTENDING IT 8 in. INTO THE TRENCH. I . PLANNING MGR: .. 4. RUN A CONTINUOUS LENGTH OF GEOTEXTILE FABRIC IN FRONT ( UPSLOPE) OF THE SUPPORT WIRE AND POSTS ' . D =WHEAT OR RYE 2 BUSHELS /ACRE 1HE AVOIDING JOINTS, PARTICULARLY AT LOW POINTS IN THE FENCE LINE. E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. ) 5. IF A JOINT IS NECESSARY, NAIL THE OVERLAP TO THE NEAREST POST WITH LATH. . F =SOD 6. PLACE THE BOTTOM 1 ft. OF FABRIC IN THE 8 in. DEEP TRENCH, EXTENDING THE REMAING 4 in. TOWARD TI HE . . . UPSLOPE SIDE. G = STRAW MULCH 2 TONS /ACRE I I . 7. BACKFILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL. . I I . .. */I/* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER NOTE: IFUSING APRE- PACKED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD INSTALLATION INSTRUCTIONS. I I . SILT FENCE MAINTENANCE REQUIREMENTS - . .. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. . 2. IF FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, LI THE AFFECTED _ . PORTION IMMEDIATELY. . I 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT . _ I I OR IS CAUSING THE FABRIC TO BULGE. - . I . 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. _w �r , ` 1-- `- M _ m I'll 4 �t w � __ ff- ..T. �r .: �= r xt .� �1 ` , . ;` r - 4 t s w �. - - = . AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543.0270 CONTACT: CRAIG W. FORGEY , Copyright (C) 1966 -2005 by American Consulting, Inc. �,���� 1'iC9. J u, i/ -6 3 ;...... �D���p1STE9••,G��� %S * 0 • r .. No. 10302. 0 / e • • • 1 -,: •O , ^.p , STATE OF . �'� : . ;;�,' %,* - WDI AN -- G��`� ���S��NAL��\``�� . 11111 1 1111 1111 CERTIFIED BY: y -- / q_-Zoz) :7- I. �.�h�.jrr i,ic,, STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER:. G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: EEM DATE: 01 /05/06 JOB NUMBER: IN2005.0626 TITLE: � � EROSION CONTROL � � �. � � DETAILS . SHEET NUMBER: - . � . . I I . C4.2 I COMMENTS: 0. ri 1* U w U to N (0 0 LO 0 0 N Z i z M U O 0 Z O I- U V) Z U i N QM 3 0 0 i 0 N i L0 0 0 N Z 0. J_ 9 0 M 0 N M 0 0 W 00 d 0 M n O fo N N O 0 !_ - 0 W `J' a U W r, SITE NAME "Project'. A19 LOCATIONS, SIZE, AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS Hazardous Waste .. I . . Notice of Termination The area scheduled for construction is known as "CVS Pharmacy" hereinafter referred to as the Y( - . . . . PROJECT LOCATION . Locations of stormwater systems: Sheet C3.1 Size of storm sewers: C3.1 . . Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. I Compliance of the site with the General Construction Permit remains the responsibility of all The property is located on a lot within the overall West Clay Development. Specifically, this site is located within Details of storm inlets and manholes: C6.2 . • DATE: L. operators that have submitted an N01 until such time as they.have submitted a Notice of Termination (NOT). The permittee s authorization to discharge, under the General Construction Section 6003 of The Village of West Clay. This site is located on the SW comer of 131ST &Pettigru Drive at a °W. IN2005.0626 fueling and maintenance areas and where o Use containment berms in fue g m to potential for spills is high. Permit terminates at midnight of the day the NOT is signed. g y g Latitude of 39.9762 °N and a Longitude of 86.2057 Pettigru Drive is a proposed road within the A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT """M . West Clay Development. Y P . . A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous All permittees must submit an NOT within thirty (30) days after one or more of the following _ There will be no off site construction activities associated with this project. waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention conditions have been met: . OWNER'S INFORMATION plan by the operator following on -site location of the facility. . Name: G. B. Indiana 2 LLC A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS Dust Control /Off -Site Vehicle Tracking n achieved on all portions of h i # 1. Final stabilization has been p s the site or which the permittee was Address: 600 East 96th Street, Suite 150 Indianapolis, IN 46240 responsible. Representative: Carroll Weisiger No soil stockpile areas are proposed for this site. 2. Another operator ermittee has assumed control over all areas of the site that have not been /p Title: Project Manager J 9 During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After final) stabilized. . Telephone: 317- 574 -7333 P A22 EXISTING SITE TOPOGRAPHY construction, the site should be stabilized to reduce dust. 3. In residential construction operations, temporary stabilization. has been completed and the Facsimile: 317- 574 -7336 . Refer to Sheet C1.1. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of residence has been transferred to the homeowner• . OPERATOR'S INFORMATION the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction B15 EROSION & SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL LOTS Name: G. B. Indiana 2, LLC . . . . A23 PROPOSED FINAL SITE TOPOGRAPHY site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. . Address: 600 East 96th Street, Suite 150 Indianapolis, IN 46240 L. Sanitary/Septic The lot is part of an overall commercial development therefore all requirements refer to site in its entirety. Representative: Carroll Weisiger -. Refer to Sheets C3.1 11 The site is not subdivided into different lots. Title: Project Manager - Telephone: 317- 574 -7333 1 DESCRIPTION OF POTENTIAL POLLUTANT A B ES P AL OLLU ANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES . . Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitar facilities shall be rovided at the site b each contractor or subcontractor throughout construction activities. The sanitar Y P Y 9 Y C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Facsimile: 317- 574 -7336 . The following potential pollutant sources may be associated with construction activities on site: facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing The proposed land use is a retail pharmacy. The pollutants and sources of each pollutant . NOTICE OF INTENT 1• Material storage areas (more specifically described below) sanitar facilities are the res onsibilit of the contractors and subcontractors. The location of an sanitar facilities should be Y P Y Y Y 11, normal) expected from this type of land use are listed below: Y P YP . . All parties defined as owners or operators must submit a Notice of Intent (N01) at least 48 hours prior to commencement of on -site 2. Construction waste material indicated on the stormwater pollution prevention plan by the operator following on -site location of said facilities. . Pollutant Source: Passenger vehicles, delivery vehicles, and trucks construction activities. Submittal of late N01's is not prohibited; however, authorization under the construction general permit is 1. only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by 3. Fuel storage areas and fueling stations 4. Exposed soils Water Source Type of Pollutant: Oil, asolme, diesel fuel, an hydrocarbon associated with vehicular fuels and Yp. g Y Y lubricants, grease, antifreeze, windshield cleaner solution, brake fluid. brake dust, rubber, glass, requirements: the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following r q 5. Leaking vehicles and equipment Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water metal and plastic fragments, grit, road de -icing materials . a) The party has operational control over construction plans and specifications, including the ability to make modifications to those 6. Sanitary waste from temporary toilet facilities 7, Litter Y P . y supply or private well approved by the State or local health department. Pollutant Source: Commercial building . plans and specifications. b The art has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a party Y Y P P J 8. Windblown dust 9. Soil tracking off site from construction equipment . Equipment Fueling and Storage Areas 11 Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof . drainage, aggregate or rubber fragments from roofing system stormwater pollution revention Ian for the site or other permit conditions. L. P P P P the following construction materials will be staged or stored on site at various points during development of the site. Equipment fueling, maintenance, and cleaning should only be completed in protected areas (Le., bermed area). Leaking equipment . . . A211 x I PLAT 1. Structural fill 2. Road base and maintenance fluids will be collected and not allowed to discharge onto soil where the may be washed away during a rain event. Y Y Y 9 Pollutant Source: Trash dumpster . T�rpe of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food bacteria 3. Plastic drainage pipe . products, This drawing is included in the SWCD submittal. L. 4. Water service pipe and appurtenances Equipment wash down (except for wheel washes) should take lace within an area surrounded b a berm. The use of detergents is ( P P Y g Pollutant Source: Parking lot A3 PROJECT NARRATIVE 5. Concrete drainage pipe 6. Concrete culverts P hiited. g . Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing 7. Precast concrete manholes surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), This CVS project is located on a 1.22 -acre site within the Future Village of West Development (Section 6003) - Hazardous Material Storage .. pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, an ongoing, multi hose development in the vicinity of Carmel, Hamilton Count ,Indiana. The cave) merit 9 9• P P Y Y oP B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO % Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if wind-blown litter from off site sources, elevated water temperatures from contact with impervious surfaces includes the construction of one 12,900 -SF pharmacy and associated parking facilities and infrastructure. The site infrastructure includes but is not limited to the following activities: installation of sanitary sewer laterals, LAND- DISTURBING ACTIVITIES ark final container is not resealable store the products in clear) labeled Ovate roof containers . Except during application, e g P y ) P g th Pollutant Source: Lawn and landscape areas , water laterals, fire protection systems, storm sewers, and other utilities. The site shall be paved and. . 1. Clear areas for construction entrance, and silt fence containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings). . landscaped. A4 VICINITY MAP 2. Install construction entrance and staging area. 11 3. Install erosion control fences around construction area As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan 1. The anticipated pollution sources are the vehicles that will use facility, including both truck and . passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants 1. before activities begin. . . and /or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to , associated with vehicular traffic. . Please see sheet C0.1. . ,construction 4. Begin demolition and earthwork. _ oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location . . 5. Install staging areas, material storage areas, and fueling stations of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the storage areas. . C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION A5 LEGAL DESCRIPTION OF PROJECT SITE 6. Install storm sewers and inlets. Item B2 contains a sequence of storm water quality measure implementation during construction. Please see sheet C2.1. 11 7. Install inlet filter protection as inlets are installed. . Post - construction stormwater quality measures will be handled through the Village of West Clay . I 8. Continue site excavating, backfilling, and grading activities 814 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY overall development detention basins. The storm water will leave the site via Village of West Clay structure numbers 775 and 910 located to the north and west of the site respectively Discharge will . A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS 9. Establish building pad MEASURE then travel through the Village of West Clay storm system and reach a detention basin located 400 . 10. Finish mass earthwork In action Schedule R ortin / g feet southwest of the CVS site. Best Management Practices snouts in con junction with 4 -foot This site is part of the Village of West Clay Development and is located west of the Pettigru Drive project located ' 11. Install temporary seeding on disturbed areas and erosion .� . sumps will provide a storm water quality measure prior to discharging from the site. An offsite e site plan. Sheet C2.1 shows the west of Towne Road. Additional outlots are anticipated in the vicinity. The p di control blankets where required. Use mulch center for winter construction. q ) All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within into the d water quality treatment device discharging detention basin will serve as a stormwater proposed site improvements. . .( 12. Construct Building 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff is quality measure allowing for sediment removal before discharging stormwater from the overall unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted development. . . A7 HYDROLOGIC UNIT CODE (HUC) 13. Complete asphalt paving. at least once every month. .. .. . . . i r Basin - Williams Creek 05120201090060 The name of this HUC is Upper White Rive 8 14. Final grade and finish. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA . C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES 15. Complete final seeding NPDES Storm Water General Permit, this SWPPP, and the Project. Grading and Drainage A8 STATE AND FEDERAL WATER QUALITY PERMITS 16. Maintain all erosion and sediment control practices until . all disturbed areas are permanently stabilized. P Y . Inspection reports shall be completed including scope of the inspection, name(s) -and qualifications of personnel making the The roof drains from the building will be directed by underground piping None are required for this project. inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any.actions taken as a result to storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn . of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance areas adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass A9 SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for and graded at the.flattest slope possible to minimize overland flow velocity. In no cases will lawn areas exceed 3:1 slope. Discharge will leave the site through two pipes that connect to the Village of West Clay Stormwater Drainage System. An 15 pipe will a period of two years following construction. The on -site reports maybe requested by inspections conducted by the local Soil and Water Conservation District. terminate at an inlet at the southwest corner of the property that will be connected to the Village of West Clay stormwater drainage I I B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Landscaping system by others. A 15" pipe will terminate into an inlet provided by others near the northeast comer of the site. BMP treatment of Construction Entrance . storm water discharge from the site will be. treated down stream by The Village of West Clay. Refer to Sheet C4.1 .for location and C4.2 for details. An extensive landscape plan has been ut together including the use of greenspace on -site. . Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and The grassy areas will provide addition areas for stormwater to infiltrate. . B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS . . subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Storm Water System A10 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE . SITE Seed and mulch or hydroseeding will protect sheet flow areas outside of the pavement. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). The only location where this condition will exist is on the west Material Storage Inspections 4 -foot sumps in conjunction with Best Management Practices, Inc. Snouts are to be provided in Structure 2 and Structure 5 to discharging runoff into the Village of West Clay Storm No wetlands lakes or watercourses have been identified on the site that may be impacted b stormwater discharges as a result of the Y P Y 9 and north property line. Paved parking areas will not drain off onto the sloped round; the parkin lot drainage is P 9 9 9 Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that prior Sewer System. Snouts are provided prior exiting the site to reduce discharge or oil and other proposed construction activities. collected by an internal storm sewer system. Because lengths and heights of the slopes are small more aggressive erosion control materials are protected and /or impounded so that pollutants cannot discharge from storage areas. Off -site material storage areas" flootable materials from the site. . measures were not considered. used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the Offsite Measures .. site inspection reports. . D CA OF E G S Silt fences will be installed at the toe of slopes where sediment may be washed from the site. A BMP water quality device and a detention pond are provided by the West Clay developer offsite. . Soil Stabilization Inspections The development detention will collect excess sediment. These measures are not shown in these The receiving waters for the stormwater discharge are the Village of West Clay regulated drain subdivision, the Village of West CIc% Refer to Sheets C4.1 and 4.2 for details. Seeded aR eas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization c lull drawings. g Watershed, the JW Brendle Drain &Elliot Creek. 85 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70 % or greater must be maintained to be considered as stabilized. The operator or their representative will water, C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER . A 0 0 N All drainage is routed through storm sewer system directly to an existing inlet. There will be no need for sediment control fertilize, and reseed disturbed areas as needed to achieve this goal. - - QUALITY MEASURE . There are no locations on site where surface water may be discharged into ground water. for concentrated flow. The following items are stormwater quality measures that will remain in place after construction. . 1, . A13100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES Straw bales and silt fences will not be allowed as concentrated flow rotection measures. P Erosion and Sediment Control Inspections . Landscaping L The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Rate B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. A landscape plan that includes extensive plantings and greenspace can be reviewed on Sheet C7.1. Map Panel 18057CO205F for Hamilton County, Indiana, dated February 19, 2003. , The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the The following is a list of inspection /maintenance practices that will be used for specific controls: . . Storm Water System A14PRF- CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE stage of construction. Refer to Sheet C4.1 for locations and refer to Sheet C4.2 for details. Manufactured products such as Dandy Bag or Catch -All products may be used at the contractor's discretion. Manufactured products shall be installed in accordance with 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. The location of the 4 -foot sumps and snouts to be Provided in Structure a and Structure 5 are shown on Sheet C3.1. Both snouts are to be sized for a 15 discharge pipe. The specifications and details for 9 P P P the manufacturers specifications. 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of the fence. If a sump . the snout are shown on Sheet C6.2. Post- construction total 10 -year discharge will be 6.37 cfs. .used, sediment should be removed when the volume of the basin is reduced by 50 %. . Straw bales will not be allowed as inlet protection measures. . . 3. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather - related events. Mulch in high traffic area C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST, CONSTRUCTION STORMWATER QUALITY . A15 ADJACENT LAND USE should be replaced on a regular basis to maintain uniform protection. MEASURES B7 RUNOFF CONTROL MEASURES 4. Sediment Trap:. Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that . . North: 131ST Street the capacity of the impoundment has been reduced to one -half of its original storage capacity. The removed sediment shall be Maintenance requirements for the post - construction stormwater quality measures are described East: Pettigru Drive &Village of West Clay section 6003 Inlet protection will be installed on all proposed inlets as well as any existing inlets located adjacent to the site. Silt fence will stockpiled or redistributed in areas that are protected from erosion. below: South: Additional Section 600. Village of West Clay Outlot & Future Harleston Street be installed along toe of slopes in areas where sediment could potentially leave the site. Refer to Sheets C4.1 and C4.2. 5. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. Landscaping _ . West: Future Driveway & Village of West Clay 6. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. . 88 STORMWATER OUTLET PROTECTION SPECIFICATIONS 7. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering . Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS . and fertilizing schedule. B. Good Housekeeping: Litter, debris, to be from Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two after installation, the landscaping shall be watered the . The project site is approximately 1.22 acres all of which will be disturbed b construction activities. Total disturbed acreage is 1.22 p Je pp y y 9 stormwater outlets into an existing inlet located north of the site. construction and construction chemicals exposed stormwater shall prevented . becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. years equivalent of 1 of rainfall once er week if ode uate rainfall was not received. After two ears, water as P q Y acres. Refer to plan sheet C2.1 for the construction limits.. 1. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS necessary in dry season. . . A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER Erosion control blankets will be utilized as grade - stabilization structures. Refer to sheets C4.1 and C4.2• _ In the event that sediment escapes the construction site, off site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this ma be the situation where sediment has washed into the street and P " Lawn shall be mowed at a height of not less than 3 to increase root mass. Lawn shall not be fertilized more than twice per year and shall be immediately watered into the soil after Prior to this project, the site will be subected to grading for the Village of West Clay Pettigru Drive project development. After mass grading, could be carried into the storm sewers by the next rainfall and7or pose a safety hazard to users of public streets. application. it is anticipated that the site will be seeded with grass and have a grassy vegetative cover by the time cobctruction begins on the proposed CVS. B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER . QUALITY MEASURE Modifications /Revisions to SWPPP Storm Water System , . L 11 A18 SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Stormwater quality measures are included in the overall development of the master project.. The measures include detention ponds located Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the It is the responsibility of the property owner to remove accumulated sediment from the SUMPS to ', P insure a maximum benefit of this B measure. The snout should be inspected at this time to . east of the site. , 11 inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. . insure proper funtion in accordance with manufacturers requirements.. The site is covered with Crosby Silt Loam (CrA) and Brookston Silty Clay Loom (Br) soils. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON . Table 8 from the January 1978 Soil Survey of Hamilton County, Indiana provided by the USDA Soil Conservation It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical . . Service suggests that severe limitations exist related to the construction of Small Commercial Buildings on Refer to Sheet C4.2, within the Seasonal Soil Protection Chart. . site conditions or contractor /subcontractor practices could make it necessary to install more . . Brookston Silty Clay Loam (Br) soil due to wetness, flooding concerns, and the generally low strength of the sal. x 1. e controls than were originally planned. Fore ample, loco localized d concentrations of surface runoff or . Table 8 also suggests that moderate limitations exist related to the construction of Small Commercial Buildings B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS unusually steep areas could require additional silt barrier or other structural controls. Assessing . . . on Crosby ilt Loam CrA soil due to wetness shrink -swell conditions, and the generally low strength of the soil. y ( ) 9 Y 9 Refer to Sheet C4.2, within the Seasonal Soil Protection Chart. the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing . . this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to . . B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN accomplish the intended goals. 2 . . As severe limitations exist on this site, it should be artificially drained to prevent flooding. Necessarily, . underdrains connected to each inlet are an essential component of this drainage system. a I dl" o e ti Carmel Fire Department - (317) 571 -2600 IDEM 24 Hr. Emergency Spill Response - 1 -888- 233 -7745 Dischar a of hazardous substances or oil into storm water is sub act to re ortin re uirements. In 9 1 reporting q .. . Hamilton County Soil &Water Conservation District - (317) 773 -1406 .the event of a spill of a hazardous substance, the operator is required to notify the National . a �,, , .., L . ,r.,? ,:.T ;,. .: ,; :,, Hamilton County Surveyors Office (317) 776 8495 .. Res Response Center 1- 800 - 424 -8802 and the Cat of Carmel to properly erl re ort the s ill.. In addition, 1. ��.e IpM1' :f -_�' ''..�, �'' }� the o erator shall submit a written descri tion of the release includin the t e and amount of P P ( 9 YP :LI Fe. '- ry "",� -1 .' '; =° mow' . '° : ` 1. . , ,a,.* . i ; , / �I d -_,:,. Slid Waste Disposal material released the date of the release the circumstances of the release and the steps s to be 1 f , p V. YJ, ,. f. ��"V, �fl' -= 1'I rr r. .:. �h "r - '0 -. r. -..* ,.F,,;:.w 4.•!!''w,,. r "+..'ti.�, , ,, d__t. , ;� �, r�"�,,,, w ,u v - �,�� _ - * ; . ,I I , taken to prevent future spills) to the City of Carmel. The SWPPP must be revised within 14 calendar . .. - - '�.€, ...ry I .::. ,..,..1 q . _ ._, ; , R ,- .m ( r, .,r �, ! , No sold material includin buildm materials is ermitted to be discharged ed to surface waters or buried on site. All solid waste 9 9 P 9 days s after the release to reflect the release stating the information above along with modifications. Y g 9 {� y.•' :. 4 r: .: M {5 { I'' Y r, K 'I 7 - - r .' Y y �� X i fi materials including disposable materials incidental to the construction i m collected i containers rs or dosed . g activity, must be c c n c e y occurrences. Each cant to minimize the possibility of future a contractor and subcontractor is responsible - p y p . t .. '.; If tti a . .. "*'��, -�' - :, ti , a .,r ,. 1.,_ I ,,,: w14; .cif Jj �, . ...... a ,::'J, '' !„ r.. T. ,:w ,,5 .. is h ,.,, M: .,I.�.. yY�, Y w ig; . . . . . . dum sters. The collection containers must be em tied eriodicall and the collected material hauled to a landfill ermitted b the P P P Y P Y . . . . - reporting requirements. for complying with these repo 9 q - . -W w�.�y,�, ,. , �, - _4nl - T1. v s -.. , ;; ; ; � ., , .I , j} ?.. i�3''1 .i. ��, ;, • l � 1 lC - Ile .. .::.a » J,:: - - .a � : ,; , h = ,I,�: h � ,- , , State and /or ap ropriate local munici alit to acce t the waste for dis osal. P P Y P P I LL - 1 lF y�.i+ 4'.f,,r�..� i :'V1 IX Ir _ y y �� ,>� '4q, 'sh. .. I "T ., lv-0 J'y. t - M1 T .✓ 7;' � "i :+ ,I - +' S _ ,, I P r= K, �,, G ,'' A foreman or su ervisor should be desk nated in writin to oversee, enforce, and instruct construction workers on ro er solid P 9 9 P - L - r .A .: r kr':,ti. �r d' I, ' - a y ., I ,, ; r Cif �(t q II'f 9 S Ji� drug /' 1 t d l �{ ' t n.' i�l, F1': . '� p44 r!1 , f , - `4I-� ✓_ 14: '.:� tiM * �' .. fir-".': . - r, $ _ - t .. i M r t r y - R I t1i'-J., g gg 11 ,r y ,r A ��y PROJECT . o-,= _'y'1! °pr.': fir," C .,i.,.F - �F�isF:a.; - s i t''T, #Fr+� ] � 4 5 .. y., l p r y ± Mf k4 m � . i " % °. % y'. . I axrr rw ,I - w., �t 4 r�`.. �7 f ;' �' .,:,t, YW'. r,� I 1 1 ;:� f X14' -. .. . i � .. ,w±i a,'ik 'r. ,I '�I,� 5. 'fir,� .`�Il I _ ,�'' r ::I 4tir d1nTfr �' f 1' ;.r k4 3TV�l I I � �Y:�� ,� f LOCATI ON � , 1 _ 'Ih',# A , F::N' I, I`' :',;,`'r '' 3 +Y�,p, it J' 'u•9..,' '.. _ 1 .:'! ., l•+. - ,,,: a:' r .i') h '; f is.« i,rri r, ' S. -.w ,l �y I r� . I 1. L. I i IM J-` . al.., . ''fie 1. ,, . v, � - ' . +r "..7.rf " I o yF r ,,4 waste rocedures. P _ .. - - - - I I - I - .. . . .. .. - - ' - - - _ _ - - . . .. - - _ _ _ . . - .. - .. . L I - - - - - - . . _ � . _ _ - - - - - - C e +' y2 «4 '�, '' ,w; �r ,, �u ,h ".y, ,. ,r; "!e '-7 �"' � �r�k�a * fir' _ -,1' a1'. i } H I 7 l y _ 1 _; d e p W3 " �}y.,_' 1 ' J' Y':. ':I: I L % - 'i ;� �) I.H"'w^'e.' �. _ $�C .. rri ::�, A \.l it . _e� +'. ( xkw�,k yttl �'r, q ^' cfrs YY� x v` ':try,, g ."4 - _ - j. ,v ;i jrLy✓Jc :.., }e n. •Kr.'r q4t "- :J'Yi;�_ ,.:.." `... .:.:,..._ ,.. _.:... .... .., ja f... L . A' .... ?ai .. rkxG-�,, „_.,..:....C�x._,..1: -. ..,�_... � ALf - .. Soil map was taken from page 49 of the Soil Survey of Hamilton County, Indiana .. � I - I _ _ _ .. - L - - � .I - .. � - I - ' I - - . . _ _ , . _ - . . - _ - . . provided by the USDA Soil Conservation Service. . ,, . � ^ o , �1 t " �� - "y R J m . . 1� . _ � _ , � � �r Ni >- . �� w +, 1. - v .< _ AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543.0270 CONTACT: CRAIG W. FORGEY Copyright (C)1966 -2005 by American Consulting, Inc. ��1�11tI f U1t111� 1///�/ \` `M� �"� �F��i , . ` R , �rSEG •p �. • • • t -- No. 10302400 • l � - 1 '• STATE OF : �w %, ;% %%• /NDIAO-- G`` >\�� S �f�; /� 0 /ONA1.�������� 1 y 1 1 i 1 1 1111 i l l I 1 1 t U�� CERTIFIED BY: 3-/Y1-Z00� - - t I 41 a -f STORE NUMBER: 13090 Pettigru Drive Carmel, Indiana DEVELOPER: 75204 G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indiana olis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Welsl 9 er REVISIONS: A CITY OF CARMEL REVISIONS 1/11/07 2 CITY OF CARMEL REVISIONS 2/21/07 LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: EEM • DATE: 01/05/06 JOB NUMBER: IN2005.0626 11 TITLE: STORMWATER POLLUTION � I I , PREVENTION PLAN SHEET NUMBER: .* � � COMMENTS: """M a U Ld U N O L0 O O N Z Z Lil M 0 0 Z O En U Z U i y O� C 3 D a 0 N f0 O O i 3 0 O U3 Im Ln LOWS F- W 0 N N 0 a 0 - o LaJ Q U N H O J 0 20 40' 131 ST STREET SCALE: 1"=20' EXISTING LEGEND: 2 t LIGHT POLE ® REBAR FOUND U.. WEST CLAY STIR. #775 (BY OTHERS) TEST HOLE - COAL- TRaCTOIT I UK.- yU.5..5U Q - _ $ TRAFFIC PEDESTAL _ COORDINATE INV.= 899.75 C1 8 SU CONNECTION TO INV.= 899.75 (15" S) POWER POLE b FLAG POLE WEST CLAY STR. #915 (BY 0 WEST CLAY STR. #916 (BY OTHERS) LO ELECTRICAL UTILITY INV.= 899.75 (12 W) I- GUY WIRE • POST .02 TOR. = 905.02 INV.= 12" E) INV.= 900.52 (12" E) T INV.= 900.52 • �-- �- TELEPHONE PEDESTAL ® MONITORING WELL - OH 0 OH H OH w OH 0 OH OH OH OH OH OH OH OH OH OH OH ® DRAINAGE MANHOLE p CLEAN OUT 2 CONTRACTOR TO r ,r C 3 6" WATER VALVE OORDINATE 2 ELECTRIC HANDHOLE ®c GAS METER ------ _ -___ -- ° C1V'N�C'Tt�Rf 50' D.U.BcS.E. - - - -� • POST 0 ELECTRIC METER BOX Z 0 0 o TELEPHONE UTILITY W W W W W° W W W W W SIGN HOSE BI w o W W W W W I I B W W Qw�. - - - - -- -- CITY OF - --- -- -- - - - - -- - - --- °' t i w o \ O DETECTOR. HOUSING o LID • o a - , / CARMEL \ WEST CLAY STR. #774 (BY OTHERS) • o a `" REQUIRED 30' BUFFER YARD CURB BOX �_ _� T - ® TRAFFIC HANDHOLE QS SANITARY MANHOLE \•, cv w VALVE __ _ TOR.= 903.79 !III _ INV.= 899.38 (18" NW) ''� GAS VALVE -�} COMBINATION POLE -�• u~i % RCP S STR STM STR. #5 '- EXIST. RC \ ►NV.= 899.38 (21" E) �y :� P \ -� °` TRAFFIC POLE TREE Z X1- TOR= 904.25 -- -.- I I ;� i TOR= 904.25 \ �- ` RCP CONCRETE PIPE N VENT ° BUSH • 118 / PROPO ED ON ACTOR TOJ \ PVC PLASTIC PIPE ® TRANSFORMER PIV VA VE I EXIST. SAN S I _ z ,_ •. 1 01 Ir- ..� CONXE CTION 170 CPP PLASTIC PIPE ® CURB INLET II 1 t -OHE- OVERHEAD ELECTRIC LINE O 20" X 20" STEEL LID CONTAINING PUMPS 1 I GAS U; 4 LANDSCAPE I F ' .IRRIGATION CONDUIT -I EXIST. SAN. STR. I --�- , r U -E- BURIED ELECTRIC LINE OB 36" X 36" STEEL LID CONTAINING PUMPS f I 30 L.F. OF TOR.= 904.60 I 1 r 1 I INV.= 895.19 (8" S) I -W- BURIED WATER LINE CO 32" ROUND STEEL LID to UNDERDRAIN (TYP.) 1 4" LAN CAPE WATER METER ,� ' N ( I I IRRIGA I ® Q 12 ROUND STEEL LID 4" LANDSCA C� F- w 60 L.F. OF 6" I I N CONDUIT IRRIGATION NDUIT I 1 �; WATER VALVE 1I 'VI PINE . 1 LATERAL ®1.0 %MIN. r FIRE HYDRANT I1 �0 6" WATER LINE FROM REMOTE FIRE i r PROPOSED UTILITY LEGEND DEPARTMENT CONNECTION. COORDINATE W I PRECISE LOCATION TO CONNECT TO G GAS LINE • ° BUILDING WITH CARTER & BURGERS I . I E ELECTRIC LINE CD I- °. �� PLUMBING PLANS. o a o o r� a _.__°._i ° a ° �, ° 4T ° T . I a �, ' T TELEPHONE LINE \ 119 I d d a d ° a SAN. G.O. ``� ° ° a da TOR= 905.74 ° ° ° I I Vµ--- WATER LINE - O o INV= 899.77 �" Z: a �, ° 1 1 1 GAS METER 1 d: ELECTRICAL TRANSFORMER 6" WATER LINE SUPPLYING FIRE Efl 3 r�� I a E I i v " L° L_L_I I ►1 VALVE ° 11/2 SERVICE SUPPLYING 1 1/2" DOMESTIC I as E METER METER AND 1" LANDSCAPING METER TO °' I I 1 O WATER ETE PIT I w 1 I I BE PLACED INSIDE BUILDING (SEE. CARTER- I • e W 2x2/2 SIAMESE FIRE DEPARTMENT CONNECTION I / ..I a. I BURGERS DRAWINGS . I °I ° STM STR. ."� T E 11/2 LANDSCAPE IRRIGATION � ( d Q I r 1 # CONDUIT AN " SED ; I° _ i I G D 1 ELECTRICAL 0 TOR = 904.8 ; IRRIGATION CONTROL CONDUITS SAN. C.O. I ( 00 1 1 i 1 NERAL UTILITY NOTES TOR= 906.35 ° I 42 L.F. 4" PVC ELECTRICAL SERVICE Cvs/pharmacy _ °.I. ° a I _ " INV- 899.77 x I 1. ALL WORK 10 CONFORM TO STATE AND LOCAL REGULATIONS. ROOF DRAIN s 1) 1 PVC CONDUIT T w I I � ' ®1.35% 1 �3) -4" PVC CONDUIT 6 L.F. OF ° A °d - - - - -I~ 1.22 A C� " I SAN. C.O. 1 1 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE 3&%a 3100 TELEPHONE SERVICE 6 PVC SAN. I TOR =906.12 I I BEEN INSTALLED. 1 I R LATERAL INV= 899.74 1 (1) -4 PVC CONDUIT �• F •_ 0 1.0% MIN. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS VERTICAL AN GAS METER w ,�/ SE ELEV, 906038± ( D HORIZONTAL) L.F. OF / 2 R ICE I I IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE kNDERDRAIN(TYP.) I =_ STORM CO. 12,900 S. �" RESPONSIBLE FOR ALL F {E�.D DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND TOR= 905.70 50 LF. OF IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL INV= 901.63 b I 6" PVC SAN. i I 0- 1 NOTIFY THE ENGINEER IMMEDIATELY. e 7 L.F. " 51 SPACES PROVIDED : b LATERAL T I I L 4 PVC ROOF 4 L.F. 6 PVC ROOF ®1.0 %MIN. ' ' I 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN ROOF DRAIN 0 1.35% I• ' �� E EXCAVATING IN,.AND AROU, ° I I DRAIN ®1.25% (TYP.) ) I D EXISTING UTILITY LINES AND EQUIPMENT. VERIFY SAN. C.O. 1 , .� COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES ° d. .° 1 STORM CO. TOR= 906.34 I I I SO AS NOT TO CAUSE DAMAGE. / ( a STORM CO. TOR= 905.05 INV= 899.30 ° . It 4" LANDSCAPE I _ INV= 901.47 STORM CO. STORM CO. ° 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE ANDSCAPE TOR- r 906.28 TOR= 905.96 TOR= 906.10 4 L.F. OF CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON IRRIGATION CONDUIT STORM CO. INV= 901.91 INV= 901.27 INV= 901.53 6" PVC SAN. TOR- 905.62 4 L.F. 10" PVC ROOF a SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE / I ` INV= 901.57 RAIN ®1.00% 00% 4" LANDSCAPE ' APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER ° MIN. ° I ° a IRRIGATION CONDUIT .•� , EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO do I A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT ° I 1 AND OBSERVE DURING CONSTRUCTION. / 1 INV.= 894.49 i 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY 1 WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT IN ACCORDANCE STORM CO. - -- - - - _. _ - - . _ SAN. C.O. 39 L.F. OF I CITY OF CARMEL STANDARDS. / STM STR. 2 TOR= 906.08 \ TOR= 906.26 6" PVC SAN. TOR= 905.37 INV = 901.89 PR I VATE STREET INV= 899.24 LATERAL j 7. AFTER STRIPPING TOPSOIL MATERIAL PROOFROLL WITH A MEDIUM WEIGHT ®1.0% MIN. I h ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL 27 L.F. 10" PVC 21 L.F. 10" PVC STORM CO. i 94' EXIST. R/W ! 1 THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE _ ROOF DRAIN @ 1.00% ROOF DRAIN ®1.00% TOR= 905.82 I ? MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE _ INV= 901.51 TIME OF CONSTRUCTION. _ _ 1 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION CONTRACTOR TO " - STM STR. #, TEST FOR, AND CORRECT, IF ANY, BIRD BATH r CONDITIONS. . TOR= 905.00 1 I 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE - '` 1"-J WEST CLAY STR. #910 (BY OTHERS) N ELEVATIONS. - I _ TOR.= 907.85 \ INV.= 899.93 (15" E) t I I 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW i FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. i i I 1 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. I' 13. CARMEL UTILITIES SUBSCRIBES TO INDIANA UNDERGROUND. PLEASE CALL INDIANA I UNDERGROUND TO LOCATE EXISTING WATER UTILITIES AT THIS SITE. 14. 6" WATER MAIN SHALL BE DUCTILE IRON AND 1 1/2" DOMESTIC AND IRRIGATION LINE _iI 1 1 SHALL BE COPPER OR AS INSTRUCTED BY CARMEL WATER). I 15. CITY OF CARMEL CURB BOX SHALL BE UNION, TYLER. 1 i i I 16. 6" WATER VALVE FOR THE 6" WATER MAIN MUST BE A WET TAP OFF THE 20" WATER MAIN. ri 17. REFERENCE SHEET C6.4 FOR ADDITIONAL CARMEL WATER REQUIREMENTS. I I I 1 1 3 , `- p,� - _ AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. CONSULTANT: C . ; N0.10302400 :. STATE OF CE FI ED BY: Z Z,00 STORE NUMBER: 13090 Pettigru Drive Carmel, Indiana 752041 DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone 317) 574-7333 Fax (317) 574 -7336 Contact: C. Weisiger A CITY OF CARMEL REVISIONS 1/11/07 CITY OF CARMEL REVISIONS 2/21/07 3 CARMEL WATER REVISIONS 3/8/07 LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: I N 2005.0626 TITLE: UTILITY PLAN SHEET NUMBER: C5* 1 COMMENTS: 0 N 1 U W U t0 N to 0 0 0 0 N z W 0 0 z 0 U W 0 U i w it v 0 i N tO 0 0 N z_ W 9 N n I m 0 W 0 N M 0 0 0 " W a U TACK COAT PRIME COAT N 1 NO.11 B SURFACE NO.9 BINDER o. o � � 1999 INDOT 0006. b. 00 ao NO.53 STONE .4'0od-n o oo SPECIFICATIONS ��,�i�r�r�� - III -III -I I I -I I I-I 11 =1 11 -1 11 -1 I I -I I 51 11 -I 'II_ III,;, 11, =,III, =,III. =,111111111 =. I�I,� III VIII =III w 6 COMPACTED & WELL DRAINED SUBGRADE ASPHALT PAVEMENT SECTIONE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM D1557 . NOT TO SCALE * NOT YET RECONCILED WITH A GEOTECHNICAL REPORT TACK COAT PRIME COAT c� NO.11B SURFACE �- NO.9 BINDER ° ° ° o . 1999 INDOT oo. :a0000..$ o co N053 STONE : :.` o °a o SPECIFICATIONS -I I El I IEE 11 —I 11 =1 I I —I I I�Ei I I -1 I I—I 11 =1 11 =1 '1_111,,,111, ,111,; 111,;,111 =11 lI1,= 111 =111 =III 6" COMPACTED & WELL DRAINED SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM D1557 OEFSITE ASPHALT PAVEMENT SECTION NOT TO SCALE * NOT YET RECONCILED WITH A GEOTECHNICAL REPORT - TACK COAT PRIME COAT N T NO.11 SURFACE NO.8 BINDER .0o... . $. 'ga ObO o0 4 0 10 NO.5D BASE ° .. oa . ' . o Oono OO °O NO.53 STONE O O O r i O O O- -I I I —I 11 -1 11 =1 11 =1 11 =1 I 1 =1 1--1 1 =1 11 =1 I -1 'II_ 111,,, 111,= III, =,III, =,11111111FIII 111 VIII =III= 6" SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY RIGHT -OF -WAY (MODIFIED PROCTOR) PAVEMENT SECTION NOT TO SCALE P ,ECAST CONCRQZ PARKING BARRIER t� •` '+ ., , ,,` ,� .,, `. ri ". NO TO SCALE CLASS A t - v a , ., CLASS A :.. , ,- " /r •,.. '" .:'° r r7 �: ,� : • •, . ,- r • 4 0 MIN. VARIES WITH WIL?�i-i OF RAMP COI CRETE ' 'Y f' ' ': '4 ". - . cc� C01�1CRETE' r ';. •: TRUNCATED DOME PLAN VIEW _ COMPACTED •" , • ••�' A COMPACTED TRUNCATED DOME SPACING ° in • :. „+ , + BACKFII_L BACKALL 0 00 0 LO N0. 53 BASE 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER TYPE OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS , II E -I = _ 1 " 11 111._111 — III —III III — III —III —I SPECIFICATIONS AT TYPE K CURB RAMP ADJACENT TO THE BUILDING. 0.4 I— III — III —) I (— III —I I 1 =1 I USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS 6" COMPACTED &WELL 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. DRAINED SUBGRADE 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 0'2" CONCRETE PAVEMENT SECTION COMPACTED TO 95% OF COMBINED CURB AND Gil TTE TYPE �� .5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF NOT TO SCALE STANDARD PROCTOR OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.. 0.9 PER ASTM -D698 NO SCALE 6. DETECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS. TRUNCATED DOME SECTION 7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOMES NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE - PLAN AND CROSS - SECTION �P ALL WORD ASSOCIATED WITH THE INSTALLATION OF THIS CURBING y SMALL CONFORM TO THE LASTEST REMSION OF THE CITY OF CARMEL 12 B CONCRETE CURB POLICY. - BUILDING TOOLED CONTR30L JOINT /g WIDE, MIN. /4 DEPTH APPLY ANTI - SPALLING 4" CONC. SLAB W/ COMPOUND BROOM FINISH 6" 1" RADIUS - TOOLED 6x6 W1.4xW1.4xW.W.F. ROUND EDGE v v ° ° v ° v Q (� °e PAVEMENT 000 0 ° ° 0 00 O V00 ° 04 0 A% � ° 00 O O. O O v . _ s i ; ,III— I —III —I I —III ° v GRANULAR -III— -) 1 I FILL v 6" ° ' 18 #4 REBAR CO NT.) ° TOP & BOTTOM 1.11 11T1- M A IKIT - _- _-- _- - _ _- - - , -- , '_______ _ � � � � 1. G►.i\,� ; _` __� , WALK O O O OOO 0O 0O 0 O 0 O O O SIDEWALK - --- - - - - - SIDE °O 0O ° RESERVED 00 0 0 O O _ 1 1 6" CURB TRUNCATED C� PARKING DOMES B y 6' 25 6' ''o • _ 37' 8 RESER VED-- GREEN - ILLUMINATING VAN 6" CURB AGAINST PLAN TAPE (LETTERS) BUILDING ACCESSIBLE ' SIDEWALK PAVEMENT VARIES 6' -6" SIDEWALK D A Q V INIP BOTTOM EDGE OF RAMP AS NEEDED 41 -6" TO BE FLUSH WITH SLOPE 12:1 MAX. AINT o �,; BOTTOM OF CURB CURB RAMP -' d 209'( ) , PAVEMENT q rn BLUE- ILLUMINATING o TAPE (SYMBOL BLOCK) 4" \-1/2- PREFORMED JOINT FILLER :: T SECTION G -G 1/2 PREFORMED WHITE - ILLUMINATING JOINT FILLER * -VAN TAPE (BACKGROUND) SECTION B - B ACCESSIBLE FINISH GRADE ELEVATION SIDEWALK 6 ' -9" 5' -0" MINIMUM 6' -9 SIDEWALK " " " e SLOPE 12:1 SLOPE 12:1 1 -0 4 -0 MIN. 2 -0 MIN. PAVEMENT (max.) (max.) " TYP. GREEN - ILLUMINATING TAPE ARROW ' .: . . TAPE( ARROW) * " VAN ACCESSIBLE " TO BE NOTED ' '?°4' °° M:b�i °. ; off• FOR SPACES DESIGNATED FOR GREEN - ILLUMINATING THAT USE. °'= _ " TAPE (BORDER) 4 SECTION H SECTION in-in COMBINED CURB & WALK DETAIL HANDICAP PARKING SYMBOL DETAIL WALL MOUNT HANDICAP PARKING SIGN DETAIL HANDICAP RAMP DETAIL.IYPE'K" CURB RAMP, TYPE 'H" NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 PROVIDE 1" RIBBING PER CITY OF CARMEL CURRENT STANDARDS ACROSS TYPE "H" CROSSWALKS. .. ��++`.7"''•+ tom. { �� ++.. :� - AMERICAN CONSULTING INC. Al'C�11 teCtS Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. CONSULTANT: MIlCtl�!l /�����i/ ��`�O••••r• 9 �i `o�.•�G�sTFR�F% • No. 10302400 • 2 STATE OF � 1 %ice �`�:. /NDIANA•• G���� s ! O N A L O� !l111111111111 CERTI Fl ED BY: C / ice STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: Al CITY OF CARMEL REVISIONS 1/11/07 0 CITY OF CARMEL REVISIONS 2/21/07 LAYOUT COORD: JDM - NOT TO SCALE CWF DRAWING BY: , 0 0 0 0 IN2005.0626 TITLE: SITE DETAILS 2 - #3 REBAR 6' -8" LONG O O COMMENTS: O O `O 7' -0" 9" 2' -0" EDGE OF PAVEMENT N Lo II 0 0 0 on PROVIDE #5 REBAR V -6" LONG IN 5/8 "0 CAST HOLES P ,ECAST CONCRQZ PARKING BARRIER t� •` '+ ., , ,,` ,� .,, `. ri ". NO TO SCALE CLASS A t - v a , ., CLASS A :.. , ,- " /r •,.. '" .:'° r r7 �: ,� : • •, . ,- r • 4 0 MIN. VARIES WITH WIL?�i-i OF RAMP COI CRETE ' 'Y f' ' ': '4 ". - . cc� C01�1CRETE' r ';. •: TRUNCATED DOME PLAN VIEW _ COMPACTED •" , • ••�' A COMPACTED TRUNCATED DOME SPACING ° in • :. „+ , + BACKFII_L BACKALL 0 00 0 LO N0. 53 BASE 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER TYPE OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS , II E -I = _ 1 " 11 111._111 — III —III III — III —III —I SPECIFICATIONS AT TYPE K CURB RAMP ADJACENT TO THE BUILDING. 0.4 I— III — III —) I (— III —I I 1 =1 I USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS 6" COMPACTED &WELL 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. DRAINED SUBGRADE 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 0'2" CONCRETE PAVEMENT SECTION COMPACTED TO 95% OF COMBINED CURB AND Gil TTE TYPE �� .5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF NOT TO SCALE STANDARD PROCTOR OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.. 0.9 PER ASTM -D698 NO SCALE 6. DETECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS. TRUNCATED DOME SECTION 7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOMES NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE - PLAN AND CROSS - SECTION �P ALL WORD ASSOCIATED WITH THE INSTALLATION OF THIS CURBING y SMALL CONFORM TO THE LASTEST REMSION OF THE CITY OF CARMEL 12 B CONCRETE CURB POLICY. - BUILDING TOOLED CONTR30L JOINT /g WIDE, MIN. /4 DEPTH APPLY ANTI - SPALLING 4" CONC. SLAB W/ COMPOUND BROOM FINISH 6" 1" RADIUS - TOOLED 6x6 W1.4xW1.4xW.W.F. ROUND EDGE v v ° ° v ° v Q (� °e PAVEMENT 000 0 ° ° 0 00 O V00 ° 04 0 A% � ° 00 O O. O O v . _ s i ; ,III— I —III —I I —III ° v GRANULAR -III— -) 1 I FILL v 6" ° ' 18 #4 REBAR CO NT.) ° TOP & BOTTOM 1.11 11T1- M A IKIT - _- _-- _- - _ _- - - , -- , '_______ _ � � � � 1. G►.i\,� ; _` __� , WALK O O O OOO 0O 0O 0 O 0 O O O SIDEWALK - --- - - - - - SIDE °O 0O ° RESERVED 00 0 0 O O _ 1 1 6" CURB TRUNCATED C� PARKING DOMES B y 6' 25 6' ''o • _ 37' 8 RESER VED-- GREEN - ILLUMINATING VAN 6" CURB AGAINST PLAN TAPE (LETTERS) BUILDING ACCESSIBLE ' SIDEWALK PAVEMENT VARIES 6' -6" SIDEWALK D A Q V INIP BOTTOM EDGE OF RAMP AS NEEDED 41 -6" TO BE FLUSH WITH SLOPE 12:1 MAX. AINT o �,; BOTTOM OF CURB CURB RAMP -' d 209'( ) , PAVEMENT q rn BLUE- ILLUMINATING o TAPE (SYMBOL BLOCK) 4" \-1/2- PREFORMED JOINT FILLER :: T SECTION G -G 1/2 PREFORMED WHITE - ILLUMINATING JOINT FILLER * -VAN TAPE (BACKGROUND) SECTION B - B ACCESSIBLE FINISH GRADE ELEVATION SIDEWALK 6 ' -9" 5' -0" MINIMUM 6' -9 SIDEWALK " " " e SLOPE 12:1 SLOPE 12:1 1 -0 4 -0 MIN. 2 -0 MIN. PAVEMENT (max.) (max.) " TYP. GREEN - ILLUMINATING TAPE ARROW ' .: . . TAPE( ARROW) * " VAN ACCESSIBLE " TO BE NOTED ' '?°4' °° M:b�i °. ; off• FOR SPACES DESIGNATED FOR GREEN - ILLUMINATING THAT USE. °'= _ " TAPE (BORDER) 4 SECTION H SECTION in-in COMBINED CURB & WALK DETAIL HANDICAP PARKING SYMBOL DETAIL WALL MOUNT HANDICAP PARKING SIGN DETAIL HANDICAP RAMP DETAIL.IYPE'K" CURB RAMP, TYPE 'H" NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 PROVIDE 1" RIBBING PER CITY OF CARMEL CURRENT STANDARDS ACROSS TYPE "H" CROSSWALKS. .. ��++`.7"''•+ tom. { �� ++.. :� - AMERICAN CONSULTING INC. Al'C�11 teCtS Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. CONSULTANT: MIlCtl�!l /�����i/ ��`�O••••r• 9 �i `o�.•�G�sTFR�F% • No. 10302400 • 2 STATE OF � 1 %ice �`�:. /NDIANA•• G���� s ! O N A L O� !l111111111111 CERTI Fl ED BY: C / ice STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: Al CITY OF CARMEL REVISIONS 1/11/07 0 CITY OF CARMEL REVISIONS 2/21/07 LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: , EEM DATE: 01/05/06 JOB NUMBER: IN2005.0626 TITLE: SITE DETAILS SHEET NUMBER: C6 • COMMENTS: 0 - N V) fD U w U ID N to 0 ", 0 N z i z W M 0 0 0 0 D .z 0 U i N am 0 0 N 0 In 0 0 N z i CL 0 0 K) In } M Kj W fl- N 0 ! a 0 C3 W ai U N ►- - I . . . i I .� I - I -� :. -I - I I . . . . � I � I � . I I . . I . � I � I I 1 ( U . I I . I . . . . I '.. . . I . . ... . I I1.I.I 1 � . I . .. . . . I .� � . I . . I . . . � . I . . I I I . . . . . . I . � �I . � . . . . I I \� � � I . <. . I . I 1� 1I I % . \ �, . � N. � I . . I "\ I �. I I � I � . � - . . I !. � I . . � CURB . I w . I �I . . � � / I I I F I L " T DISTANCE DEFINED .,. - - .� , -: 'F.. . .- -' ._- .: .: .I � .I - - 1 I 1 I ., .. . / . _ � I . . . BY D.O.T. REQUIREMENT IF LESS THAN 10', . A � I . . . � . . � . . I I I I I I . � . I I I . I I . I I , 1 . � � . � I - . � . . I I 0�. � f ! 7 I I C I . . � 0- I �� � � VERTICAL SEPARATION MIN. 6" TOPSOIL SHALL BE NO LESS TO ENSURE GRASS THAN 18 ". GROWTH IF NOT I . SEWER 30' TYP. ....... - UNDER PAVEMENT . A _ i -1 . 90° 4" PERFORATED P.V.C. =III -1 I I -1 I I �I I i -1 I i-1 I I -1 I i -1 I I -1 I I -1 I I -1 I I-1 I I -1 I I -1 I I-1 I I HI' _ _ I- III -I I �i lI o z 11 I -1 I I III 11 I- I L . .. CAP END OF PIPE - - . ::MINtMUM;.WID:TH' = - *'- :":.,.: :. - - I ,.I I I . o. . o. . . �'' " =1 I 1 -1 I . ».. I EH I I -I . I . . . I � I . I . I I I � I FI . �� I . . . . . . , . - ..� � I I � t. - I 7II 1 . - . ; . � I 7-I , .. - . = I .- � I . I ] I . - I I I . - I . , I . 3 . 4 . . . I I . I . GO 0 0 O. O O �O 0 0 0 0 0. a (TYPICAL) 4 PERFORATED P.V.C. i:25;Bc. +.12:..• _I: L EDGE OF II -III- = =III- q8 9 0 > UNDERDRAIN. 111 =111 - i I �I I I: ¢ - - `�S' �' PAVEMENT CURB _ - _F SLOPE ®0.5% MIN. O � _III -1 i- nn I III o �o a . C - - - - . GUTTER OR SIMILAR _III- =III= O O O O =III _� . STRUCTURE IN THE III_ . Z -III' . o - . . . PUBLIC . Q Z PLAN VIEW CURB INLET RIGHT -oF -WAY � \ I . \ I . . \ � I � � \ ,. , " -.. _.. \ ., . . _I . . _ . _ ;. .. . \ . 1I .. . . . 1 . �. . � .. . � . . \ . . - 1 . . e-. -\ . . I . I . I 1 � \ . . - � I 1, :I I WATER MAINS z . -7 AGGREGATE MIN. 12" a . W as w Q -'. • . • . IF WITHIN 5' OF EDGE cn IF NOT WITHIN 5' OF 3 • . - • . - • . - • . - • • - • . 4" PERFORATED P.V.C. OF PAVEMENT, USE EDGE OF PAVEMENT: I _ UNDERDRAIN. - " " BC FILTER FABRIC °- SLOPE ®0.5� MIN. B BORROW OR USE "B" BORROW SEWER .. . ~ EQUIV. GRANULAR COMPACTED TO 90% • MATERIAL '`. 1/6 Bc STANDARD PROCTOR . INLET ,� COMPACTED TO 95% .. DENSITY TO 1 /6 OF WATER "� MAIN . • • . .. " 90 STANDARD PROCTOR ., ' =` '.r'.:. '`%_ _- d ETER AND 10 MIN. 10 MIN. . • . • . • . • . 4 PERFORATED /� PIPE DIAM M UNDERDRAIN DENSITY FOR ENTIRE .. °..,* y'`=': ~ • REGULAR BACKFILL TO _I \ , \ . . � .. 1- _ ,� N . . E v . / I � . � . \\�\�\1 TRENCH BACKFILL TOP OF TRENCH O IF LESS THAN 18 ;i O- OR IF WATER MAIN L 4 J I " J ALL INITIAL BACKFILL SHALL WATER MAIN IS BELOW SEWER - I BE INSTALLED IN 6" TO 12" EG �.� Z L,... CAP END OF PIPE , ,LEND . � � ,I � � I 1 I 1. . � - o a � . ... SEWS _ I i�� SECTION A -A A (TYPICAL) BALANCED LIFTS. T� - - A MINIMUM 9" OF CLEARANCE Bc= OUTSIDE DIAMETER +_ 1 I . ' % �i���, � SHALL BE PROVIDED ON EACH . D= INSIDE DIAMETER , 1 � ] . 1I . I NO`- SIDE OF THE INSTALLED PIPE. d= DEPTH OF BEDDING C z • .. . ... � /�`� 1. SEE STR. DATA TABLE . CLASS 150 MECH. JOINT MATERIAL BELOW PIPE O E CAST IRON PIPE 1 FOR INVERT ELEVATIONS. . SANITARY SEWER . . . . DEPTH OF BEDDING . MATERIAL BELOW PIPE CONC. FLEXIBLE COUPLING � � I COLLAR (TYP) OR ADAPTER (TYP) 4" CONC SLAB W /6X6 XW1 4 X W1 4 . I W.W.M. OVER MIN. 4" COMPACTED FINISHED GRADE GRANULAR FILL PLAN VIEW - INLET IN PARKING LOT - 5' -0" . . FINISHED GI RADE . PAVEHAENT UNDERDRAIN DETAIL NOT TO SCALE I F � I . . D . TYPICAL I CAL INSTALLATION 3 . CONFIGURATION DETAIL . . .a 66" & LARGER - . - - d .e 4 . A . _. d _ CWF 1•.PVC ANTI - SIPHON ° " ,, NOT TO SCALE COMPACTED AND WELL PIPE ADAPTER . a IN2005.0626 REMOVABLE WATERTIGHT A `4 . ACCESS PORT. 6 " -10" OPENI ANTI- SIPHON DEVIC . DETAILS SHEET NUMBER: .a <. SNOUT THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. C6*�2 . . OIL- DEBRIS a_.' HEAVY DUTY LAMPHOLE . COMMENTS: _ HOOD CONCRETE COLLAR " "CASTING Wf SOLID LID, 41 ..4 : OIL AND DEBRIS , � ' , . [3 1 d ' } .. a - WITH THE STANDARD SPECIFICATIONS. OUTLET O In . I \111�_ I PIPE a a � -",-/ I . . . • a a OUNTING FLANGE .. . as . ° OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. - . n . a . .o A . a. . . 45 BEND . . . // /, /� /� // /� / . . OUTLET PIPE (HIDDEN) n e .. ... . A . . 4 :0. SOLIDS SETTLE ON FRONT VIEW SIDE VIEW a BOTTOM a • . , .a. EXPANSION JOINTS . SNOUT OIL- WATER- DEBRIS SEPARATOR . d _ _ Q .a Q . a . a` . . I. ° ° ' '8j � a. `, 1 /4D *NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM. . OUTLET. FOR OUTLETS >OR =15 ", DEPTH = 2.5 -3X DIAM. NOTES: INSTALLATION DETAIL 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE \ \ \// .'. ,' ... CONCRETE CRADLE . AS MANUFACTURED BY: . /��/ BEST MANAGEMENT PRODUCTS, INC. � DE� . . 53 MT. ARCHER RD. LYME, CT 06371 < FOAM GASKET w/ (860) 434 -0277, (860) 434 -3195 FAX PsA BACKINC3 -- z (TRIM TO LENGTH) : TOLL FREE: (800) 504 -8008 OR (888) 354 -7585 MOUNTI I . 2 WEB SITE: www.bestmp.com ANCHOR W /BOLT FLANGE . , I NOT TO SCALE OR PRE - APPROVED EQUAL t SEE DETAIL A) 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE 7 . . WITH . . I � p INSTALLATION NOTE: ALL CLEANOUT INSTALLATIONS SEE DETAIL ( ) . ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. POSITION HOOD SUCH THAT TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT .. . 3 1 . BOTTOM FLANGE IS A 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING DISTANCE OF 1/2 OUTLET FLANGE, 1lT2 D :. �- PIPE DIAMETER (MIN.) AND AN ANTI - SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) BELOW THE PIPE INVERT. 1. GASKET MINUMUM DISTANCE FOR 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE COMPRESSED PIPES < 12" I.D. IS 6 ". AS BETWEEN HOOD PER MANUFACTURER'S RECOMMENDATION. AND STRUCTURE DETAIL A . (SEE DETAIL B) 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE �,^ OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. �,`' DRILLED ANCHOR 6.. THE ANTI - SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF. 3" AND A HOLE SHIELD . STAINLESS BOLT MAXIMUM OF EXPANSION CONE 24" ACCORDING TO STRUCTURE CONFIGURATION. (NARROW END OUT) 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL HOOD SPECIFICATION FOR . 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS . CATCH BASINS AND STEEL BOLTS AND OIL- RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) WATER QUALITY STRUCTURES 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: DESCRIPTION DATE SCALE A. INSTALLATION INSTRUCTIONS OIL- DEBRIS HOOD 09 08 00 / / NONE B. PVC ANTI - SIPHON VENT PIPE AND ADAPTER SPECIFICATION AND DRAWING NUMBER C. OIL- RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING INSTALLATION D. 3/8" STAINLESS STEEL BOLTS (TYPICAL) I CAL) S P - S N E. ANCHOR SHIELDS . I W.W.M. OVER MIN. 4" COMPACTED FINISHED GRADE GRANULAR FILL PLAN VIEW - INLET IN PARKING LOT - 5' -0" . . FINISHED GI RADE . PAVEHAENT UNDERDRAIN DETAIL NOT TO SCALE I F � I . . D d (MIN) 27" & SMALLER 1 3 30" TO 60" 4 66" & LARGER 6 I I � I . . - - I � I - - - - - - - - - - - - - 1. - (I= I I I I . I I . . . I I � I .1 I I . REINFORCED CONCRETE PIPE (Rm% -I -) -III I I I 4 . 66" & LARGER BEDDING DETAIL _ _ III III III- I I I I 1 III I I =►II- ill III I = III•„I III CWF DRAWING BY: .. NOT TO SCALE ,, NOT TO SCALE COMPACTED AND WELL 01/05/06 JOB NUMBER: IN2005.0626 DRAINED SUBGRADE . THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO DETAILS SHEET NUMBER: . THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. C6*�2 . HEAVY DUTY LAMPHOLE . COMMENTS: . . CONCRETE COLLAR " "CASTING Wf SOLID LID, SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE NEENAH R -1974 OR EQUAL WITH THE STANDARD SPECIFICATIONS. I In . ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRENCES SHALL HAVE MIN. THICKNESS . BEDDING MATERIAL OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. - . 45 BEND . . . // /, /� /� // /� / TRANSVERSE JOINTS TO BE PLACED AT 10' -0" (MAX). ,�� //:, � /�� /�I WYE EXPANSION JOINTS TO BE PLACED AT 48 -0 (MAX). PROVIDE 1/2 PREFORMED JOINT FILLER IN .1, / ��� // // . \\ . , EXPANSION JOINTS `, 1 /4D _p TRANSVERSE JOINTS SHALL BE PLACED NO GREATER THAN 1.25 TIMES.THE WIDTH OF TH. E . -f SIDEWALK IN THE RIGHT -OF -WAY. \ \ \// .'. ,' ... CONCRETE CRADLE . /��/ STORM SEDER CLEANOUT DETAIL I . 2 DISTANCE DEFINED � . , I NOT TO SCALE BY D.O.T. REQUIREMENT !COTE: CLASS "A" BEDDING TO BE UTILIZED FOR . MIN. 6" TOPSOIL ALL CLEANOUT INSTALLATIONS SEE DETAIL ( ) . . . . TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT .. . 3 1 . . PAVEMENT . I 6 #53 STONE CAP(COMPACTED) BENEATH - =1 I I -1 I I -1 I I{ -1 11=1 I I -1I I -1 I 1-111-111 THE PAVEMENT SUBGRADE AND OVER THE ° STORM SEWER PLASTIC PIPE LATERAL WITHIN -1 I I -) I I _ ...MINIMUM %'WID:TH - III -11 : ::...:. " THE RIGHT -OF -WAY PER THE CITY OF CARMEL'S EDGE OF PAVEMENT, : 1 25.Bc +:12. SPECIFICATIONS. CURB I I 1 I i- - II�IIi . GUTTER OR SIMILAR STRUCTURE .. :: IN THE PUBLIC RIGHT -OF -WAY - 111 -11 : ...::.: .::: , .:_,:-:f' : . :::::::::.. 111111 . -11 . . MIN. 1I . . 2 . . IF WITHIN 5' OF EDGE OF IF NOT WITHIN 5' O.1 F EDGE OF I I - . : .�' -- 1� f..,;. . -�. 1. .1 �.� , ., ..;. ( _: �' * . i� :7, - '' . .. -. PAVEMENT, USE #8 CRUSHED STONE PAVEMENT, USE #8 CRUSHED STONE gc OR APPROVED EQUIV. CLASS I BEDDING . Or2 APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND REGULAR BACKFILL TO TOP OF PIPE AND "B" BORROW COMPACTED •:'.*.:_ • . ; TOP OF TRENCH. TO 95% STANDARD PROCTOR DENSITY TO y` I . " TOP OF TRENCH. '.'•.. , ��j`' j,..!_ ' '� d 24" NOTE: ALL INITIAL BACKFILL SH ALL HOLE SIZE LEGEND BE INSTALLED IN 6" TO 12" . I \ . � . . 1 . - . . I VARIABLE BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE 3 � � I . �. I . . I 1 I . . I I . . . " . .. . . . . . ] . 1n 0 � . D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH I . to d= DEPTH OF BEDDING SIDE of THE INSTALLED PIPE. d- MATERIAL BELOW PIPE _ . - r DEPTH of BEDDING CITY OF CARMEL BACKFILL REQU IR. MENTS OVER RCP I. N ROW MATERIAL BELOW PIPE D . d (MIN) 27' & SMALLER 4 30" TO 60" 4 . 66" & LARGER 4 . 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. 1 FINAL BACKFILL SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO.NOT 12" o.c., LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF . . I I I . It - - - __ I I I . ., I . � . . I E.W. . m STORM SEkR PLASTIC PIPE THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE I I a [PVIC h HOPE) BEDDING DETAIL 2 EXCAVATION BELOW THE START OF THE AGGREGATE SUB -BASE OF THE I • > NO, 'T To scALE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS 1. . . OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% . • - • '• P . r STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL REINFORCED - CONCRETE PIPE INSTALLATIONS GREATER THAN 5 -FEET OF PAVEMENT . .. CROSS SECTION SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN. 6- INCHES IN I . I NOTES: DIAMETER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS CONCRETE STRENGTH =4500 P.S.I. ®28 DAYS - MATERIAL, COMPACTED IN 12 -INCH MAXIMUM LIFTS TO NOT LESS THAN 90% ABSORPTION - NOT TO EXCEED 9% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. REINFORCEMENT -ASTM A- 615 -75, GRADE 40 THE FINAL 6- INCHES OF THE EXCAVATION SHALL CONSIST OF TOPSOIL. LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN 114 PER FOOT. REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE SIZES & LOCATIONS. . TYPE "M" INLET I . � � . � . . 1. I I I I I � . I . I NOT TO SCALE . t _ Iar : J ' s' Lti F� - -- - -7 r - � r, t ,�� 1. T T r� _ .. - ,_ a r ' }5 h w 'AMERICAN CONSULTING. INC. Ar b teCts Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 . CONTACT: CRAIG W. FORGEY Copyright (C)1966 -2005 by American Consulting, Inc. II CONSULTANT: ` . � OU t l i1 1 i / / / / j �`�MG�/ ii : f00R ,'/ i �GISeAG� � , • e r • e r 00 • - r • e No.103024• • - e .a,; 90 • STATE OF :•�� i�F • /NDIAN�•• G' *'0 / //� j'1161 S� O N A L' � ``O�' II11IIItIxx CERTIFIED BY 7-H-2-ooz -- c r p �a � hrn�. STORE NUMBER: 75204 13090 Pettigru Drive Carmel, ,Indiana DEVELOPER: REVISIONS: 0 . . CITY OF CARMEL REVISIONS 1/11/07 . Q CITY OF CARMEL REVISIONS 2/21 /07 • 0 . I CARMEL WATER REVISIONS 3/8/07 LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING BY: EEM DATE: 1 01/05/06 JOB NUMBER: IN2005.0626 TI -fl-E: SITE � I DETAILS SHEET NUMBER: C6*�2 . . COMMENTS: . . 0 CP 0 0 ED N LO 0 N Z_ 3 0 N M V) M H__ O W 12 n 0 N i'7 O O F_ a w U V) CASTM SHAiL. BE INSTALLED '50 �T M DO NOT ITAOT '1HE LATERAL LATERAL 'WAY • '. .... . ONiX E A RM A R/ C �/ f.NG Si�. BE � ::: V�r� 8 ■ .1 III N> AX S i.i/\n � � _ � _ . � _ _ Mum 10 a om 4* . . . . VBTAI =NO 111 1r Utz, MA M FRS TOP OF AII0 SO THIN THEY DO NOT � t�NNNEOT06 MUST B€ A UINIUUN ��� �� . 11 TJV I �.R 1►1 I.�{ �T1Em TO BOTTA> BaTT �F GI5TlN6 �F THEa aaT I�NT`A�ALT • N IT 1 A!.I' 1111 1 THE BU��+�G AT 1W FRONT OF . THE 51RUCTURE TD PRM . WN TM ON =NC Sl4'I"�tir s MOST DFEOT ROUTE '" PVC'` k rJ: . . FROM 11•E BIALD�ING TO THE 6'" P11'0 +F'' ,I+. PI I TO I:, p.. r- _ R - M N7 1M �Mr�R _ _ . . ME 1,g �,:�-_ f ln,. I, .r� �., ly r d �L "�r� ,:: }y q N,r dxa, a .a:' ,i:. I . "4 :!: ,. ,:. n. '"5s: +.,L . _. t ,J�.... ;,6. - .::. .. _ 5 -x :. -. -0 . "..:N N ' . �. ,. d.. ".J:: 4 ,� .,_ ., n: ,,,. ?,. Vii. - -..: : 4..., -,.,:. 41._ •.;, -:: 5+. :s,.. „ ,.. .. - 1 _ wan e . 's,, r a • i.l EiING. Sn�a. ;r , Y:'�i..'., S ,N..: .:..�?';,.. y„' - ..'r?° d k- :, p. i4 - -1 w, ,,.'4.. :�� . a -. I++h : Y• „Br�i ♦ ♦ • i �' a : n ., q, r f. _ .,, a 1 ,: �_ A, _1 �.. . .. .. s..... -„.. : :.: r .. I.. t. J ._. c.4 Jw'. 'w, I: .'off j : ,.,,..5, p a R; ,. ".,,..14 w.. "-:.. N ,.�.. ul. .,,f.. r f. r. a Ia 1 -... h :,IfI a r:,lr I. .c ,... 9i. , 4 .1 51. i i + ,, .,. 1 I 1..?Ni .F.r4: 1:!.. _.rr._,. M.., ,.. Irs .W. vk •ti.} .k+ 'A 'S :f �I d- 4. y 1/ �S. N ,u� 'S':n:'llp r 1^ "Ji,. i 'I:i�'f' J. J" y:. �:, :,. n , ,. .P., 5v.. ,L ., ::r -Jf, :L tll',s' �. . J. i:... .n { .....n . :.n ... y n.. F i 1 9!r �. 4. . 1. .,,.' ,. J N ... - '"•..� 3:.. 1..: -: ,. a. J.. .. J .:, "s. i.:, • . :''+N . r, , •4. - .: _k .x dw. .. _ ... 3: ,. -. -.F , -• _... ,i,r, .._. �+ , " -r' �r . ,, s.n. .r. ,r` ,,. -A �,1: R,� ._,Ir ,r.Ln. ',x, -.: : + .. _ ,.., N ,..R ..,_ . o ..t,. r .p r 7 . ;h }_ n m .. �, M a'' .N.• 'n_. �-,r. ,x. ,CfM y, Wr.N :. +,. .. ,.df ".r- _ _.. ,,'. a .. ,.. t .9,,. ,r.., AA' - .11- .: a k.:M }e t, k f �.s. ,.. , <.f .,l F" -, - -> •v' . ♦ ♦•. ., f ,al: i, :,N, �Y� .A._ - •:.f .1 : F. ... r ell'r fF� r. - rt ,. . W. , , _.:. :... . n:.. _. a .J".. -, .,. , ti ... v!!I. ..>b Af x!!' _ .,,,... 4 x. :rJ : �' M n. r'.A' .q .: i5... J .Ir.J,P.Mgn�Nr. ,Ji.I.. yM. d,,.. -, , k a 'i . J. .. Mx e, . _..........:._..... „�..:. ... ..:. .�•.i. .,.v`Y q ,,.. : �n ., .i.. x4 4 .. 'rk Y ` ^'1 . rA a. ',. i. NJr•!rF .. _ a. ri• 'w.., „ ., I . .. __ ..__ r , r.. - .na''w aY,�', n: " r i;Y. 'ti. w .. :. - .✓V. y� ,n'.�.. ..k.. 4 bhyJ y III ..i. ". . - ..,I 'S 1.. ::'ir... ., i .,, E ! i Il1!h V 'IdI y ,. i,. a. :, ,Y _ J i �:•q,A'4.,;, ?.. .. J� "k. :'r' ,;;1[ 5. It ,,,:'Vf' =.i„iltl J '_4*. I.-1 h" ,t ;, ., '.: v.,'x... rll 6 :4._ ♦ i ... _.::4 �. i, 4' _ - �,:,f4 _ ., J , a, +, 4 , .. ,I .. 3 r A + e:b h',.,: * x a ! ,. a" i t d '� y y �+ t 1 N r r:. • • .. =' a. :f i :;. r i •..' >., °�!'. X 36 A III 11� O C •� ,.' � d^ i'S - I. ,.r i. 5� a , ., :ri.. I dad # ' ,r:, "4. M N, t ' '... N:. -:4 t;. 5::.n" FI' r• r • ;' _t'�w Y a.. - _ _i,4 i N °s ''N : 0 +ail �f ��Iai i„�pN4r _ - - - - �. �q�� ! " dMANCE � T aF } ,I r . N, . ::: k 'INy •,;xy, •, -rwl- flx�5. `tl. ,I� I� � y� n , , ,. ` _,I, .�,4! T�I������I�� :� y a. �'�l��Ud � �� N�i,Ni'�' 9'i f� N 1 v ��vr � v FRA�T � � ti'Fr� y -4.IT. _ - - 7 r1� , - {C "- i.l� �`, fSrj _ '� T T T ii, �A 1yVF F :.. ai, TO T©P ! q 4r�'r.�.. :?I. y i •y 4, .Yr l +, _ t J� AI�r�.�.Wl I afx F !'�� , NY!. Dw '�1� r . ,IF R ►* LJ. �'r� - - - r� ::. :. 01 . tEINFOME # ■" # �'fd:k.J''. w ,ix5 ', _ - _ _;T _ . - . i „�, , - s ? 'v I� N �" 0 � Ir SD1 a I PIPE �5` �, w tk : - „ t . k„_' -a ,f? .Ijli!,7�i�RMMNN.Mw 5 X f!: TEE -WY • - Y., iM f: INi - : -;:. . a n, s 3; A r' i �J,ry�Yir. _ 5 *. - #y •'sip ti +`yl N",yr'' - - T� - - - Y p - .. - �' y -. -'„ 9�W ka: " .371 yyy�. F j. � 4 i. - it ,. iill'� 1 M ,Yp v.t - . . y y�. :..: ;,,, '1'',ih TP -y 1. .� 'I1:, ,r yy. _ 4 " - _i m. r , .. I .. .. jr. . _ 1. ,�.- � .r . - s _ t� 4 �. fl.D` ......" 1. :� w� _ - N; w f d m a A "`. TM �3 cur P s, 4 a d -' x 6 4 S , n,,l i , d,.,:' k }cl' t .v �g'.,14, a ,''yf .. _ _ .:. ... _ .. 'i. _. �„ .: .P :._Y ,. f , . n:, :. �d' •v " •r , 1' ::i � F:.:. .s.. .'d:. °�� 4. „9r a `Y!:. :. F , .� 7 :., ..: .. ,r .: :4 ; ': .$. r- f !!' _.:r. .. ,y il!�o Ni v.,... „ 1. ;�.F`.. F�, - .L I ..ter. P.:,. _1!,r: A! �..;t i' C .,d ,t:p_ _,,M.. - : h .i r I J J + . f. ..:h , .. r P TO BIDTT� �:, Tom' PI E ,_ ... " �. ,N�., � p d { . A i . 6 n _ ,:d _....f.. a ... .. , :. - L. .. _ al.. df .N .. i.. 'i.� .a...4. ..'i. L.. r.:. ., � -., +1" a.N„ , ,�,?. Y.... a M' N,, +k. � _ , t .�° v ..a � _..I� ..... r.i' ,...E. ,� r"r�`..w . ... _ ,. ,,,. .. � � ta:: �; r :, , ..�:,s,. ... _ .... .N". .�'., ... N .... � .P' i.. il., I_ -,.. ,. _. r. n ._,. ?d , ,..+ , , �- ,:, _ r. ,. a ,,-.. r< J.r 1 r ,. .�" "„ -,,x' . ,. ,. ..,. A? s. +L y. , „ ,r„ .f. ,... .. , W... .. i ... M. fl .. is 5 , ,J fl x.. & . , x. '-1, .. r5 �,�. ., , i 1 t. t. .__ r ...: . ,I, .n.. '"{1. .. .� _ _ Y �. r.,.. . jyF 6 h. ,; J. #. 9i . W , : 4 a +f. _ �... k, , ,.,. -. n; ,- _II... :4 ,y... ., , , : - ,.,. ,. "a. , . ,c...:. J. ,_. x. ..... �'!e '^v,� �N.. M, 4, v �.. ,.. _. , J x , ,., h. , , #- .NNd!.. ",. .. :.m . -._. � r.. I.. '.'T .,.n.�w..�. ..r . ;,5 J W... ,. .. ....N„ ..,.N�:W, - - __ , �n v .rk 1 W 1 Ji. . q . a x 4 b k �r 9 ,. c �, t "q .. ie .. c I. w u '4 ,.: .. �i y c �' L f... '4:. �6� -JI;!M .J'''WMU hl - .1' 4L' J�. ?m.,�r_ �h.. Y.�'Y. .. . e! 4:..Y ff kr.. 4L. klk''Wr,. �''iu 'II,.J"I:.x..W W.: •. ".:L:.�L:, 'x16 h: Ill. _ .I�'iN. .a 1 .r ,. .. .. V y. NY ..0 Y -.. 15 m_ if i• u _ a�W _ w W b '�} J _ 6, ,. VV.,,�� N "r, u r ,, _ �:. .s L `n 4 „N..,_ . r .i i, i..7 .. .. .. 1i! _ _ _. _. _ ... _ .:.. .. 1�. .. ?1. f h_ e I .N.�t, 2 r"bf g 4J. r W' '.c: . :Ir ., ,;7,_ ,, . Wd., Vl -1 .v. :, : /{ -.9�rr ��ry�y�r+�,�� LATERAL r � b ah: +�* fi.n :.: v y .,d //g� ij�r��y( ,N...W, .w. ,a.. :r .N ,A ub. 4 lbb A.,b INJ} .: n.,, I. `>,... 4 f i �irtrf7 'k: �Y. k..a:. k ,i.. . .i., _ .:,y....',k�h',4'�I :,!%Ti i,P' .,:�.I. :,_a: Y i Lfi�l LA .. }}F]� [/yj /�. .. W A. a.. Aad,4.bA a. 'Fi -rN,M - nl...;,..._ ^ Y''�5: ir..,.. ,a _ '4� .M' ,7'r .: �.; VIII l- 1. 114f 'lr�y 7T� m ;f v ,�" :Y ,: ,.. w' !f P ,P .. `d!' - ,,car ,dA, . 7�v .,, sr. f ,:c . i''ra - ..iR. ... ,ri- :kr - ,v ... aV ..:a7�': .! Jr" d' i ;Al' €'`tl4 IF 3 �1. e . r-" r 3, N� w: �� a? d!+N 6� ?I:, Y J'-1) ,' .w a. �: -:i, .t"Nr"'y : F, A, P ,Y s' S .. _.. �.A� a"A+" rn "v F f g - i e+i'"r•d.. ,: r5" , t 4r ... +° : Fr',. ; .r a. y, _ - - Tla� M" c Qw! 6 MI IMU . SSE SWTARY� � f kM PIT TO TACT � s� ER L �TERA� . I � L. 1. 11 "I.,. I I I L . L I L I L L ..r. I'll . APRON TO PRINT LEAN U T TYPE si c umma BOO 4 I . L I !NlE SIETIUND T ANIc�IL. a�TIL. . . L . L . I . L U LE AN 0 U T T UNDISIU EARTH. (NARDS E SlFACES AND ALL OTHER TAIl.I 7 � . I . I BEY MH MT 01< EUIDING) I� It �4" fM GM #"I'NN S OF TAE F'QLINUATIDN I�� OUM THE I . . (GRK% OR . 11TAW . . 1. 1. 1. D TNT`€'[ i11r HU _. . . - . T" Qf` CASTS C lLEAIaLIT OAP 9IL1- ETDIq 0.2D !aUT,SE 3' OF THE FDUNDATIQN ALL. CiErItltS 1. . - :1 LAN�T T T k11t` UN A8 111�15HEO MADE #HLSa!STiAIC[1i Tt�N TO 8E $ MR 5 G1�' i� PPE Atl, tOUrt�i . . I . . v L . I��AN VDKULIA�i WX WAY. UI'UI,ESS A�V�r BY .. 1. AR'E TO BE SDR fNdNU& SANITARY SET�IR =NGS OR QEMOTS MUST NOITr . , ( Y L,ANt3�ifi/AM SWA IOTH14 BE 10TH � HOMT& DISTI E OF Y PAi M . �` 0 . . I L. . . L . I . L r I I . I L . I I I . . . I . . I I I I I L . . I I I I I I . . . . I I � . I L � I . I I . � . I I . SANITARY SEWER _ . . . . . . .r ."L" 1. . - I . TYPICAL CLEANOUT DETAILS MIN. 6„ TOPSOIL I r .1 . .1 � 1 . I NOT TO SCALE GROWTH F OT AS . 5 UNDER PAVEMENT 3 . PAVEMENT . . L . . .. 7.- - I . . 6" #53 STONE CAP(COMPACTED) BENEATH = III -1I I-I III -1I EI I I-1I I -1I I-1I 1 -1I TI . PAVEMENT AI L I AND OVER THE I I L SANITARY SEWER PLASTIC PIPE LATERAL WITHIN I L I . :. . -III -11I MINIMUM :WID.TH. - 111-11 r THE RIGHT -OF -WAY PER THE CITY OF CARMEL. 'S I I L . EDGE OF PAVEMENT, 1 251$ +-12..:._ SPECIFICATIONS. . I I -1 I I- NOTE: =1 I �I I I .. - . COVER FITTING WITH PLASTIC WRAP CURB, GUTTER OR = _ _111_11 :':- ; :. ::.; :::`: '..:_� .`= :EPA#t1�Tl IT111 11 ATTiO; AND ENCASE WITH ONE FOOT OF SIMILAR STRUCTURE -III _ - - _ . - . �. {)RPaiE S10E UliIt1.S IN ALL DI CTIONS IN THE PUBLIC -III ..". _? :_'. MIXED CONCRETE RE J 3 Il "J lU .: /yµy� RIGHT -OF -WAY .I SM T9 TOT KAY EE AIDAMT r . .� _ . 7'YMCAL ALL LAT€R y ,' ! EL . SUE Sid LATOWS .,.: > -.. _ ...: : ' . MIN: 1 2. I . I L I L I L . I I O THAN l�* I) SEPAA�ITi RIGID PVC HARCO RUBBER GASKET . I I I I I SADDLE WYE Vii,.. .. -I - _ - .. :.. I ,'- �"""` JUkt 255 -XXX OR EQUVILANT IF WITHIN 5' OF EDGE OF : ' ` .: IF NOT WITHIN 5' OF (T1fPICAL ALL LATMALS # PAVEMENT, USE #8 CRUSHED EDGE OF PAVEMENT, S F' SH11�.i0YrIrR THAN I2 STONE OR APPROVED EQUIV. BC USE #8 CRUSHED STONE 17`1T17 �'i` �a• J' ? '"T'. -�� DEEP ' r I / r I I L L T-1 -WAY .L,'; � CLASS I BEDDING MATERIAL OR APPROVED EQUIV. . � -... i t *r. HAND TAMPED OR WALKED INTO CLASS I BEDDING MATERIAL ,+�� N Y t.. , iC FOR "T" S M�+4•il. . ar�,. r" w`s�:;� l e 1 i °v PLACE TO MIN. OF 12" ABOVE �' ' HAND TAMPED OR WALKED i!!'` - :4ti, INTO PLACE TO MIN. TOP OF PIPE AND B BORROW ;'« ':z.:;.•. " I 11 I ' ' I �, . . d . COMPACTED TO 95q STANDARD =� AEQlARfD *.,r .,� ::�...'_'- ,: j.: _ ! " ...,i. • OF 12 ABOVE TOP OF 3 I t #'*;,?k� trw;,»"n -a ,aa� A"7 �u .n,q y a_ l�iP�� i -PFTi�i _• ..... . <: • . ... .. • �. : -. ... _ ;Iw- 7. �4, tw,fis �� N STAINLESS STEEL STRAP PROCTOR DENSITY TO TOP OF 'r ' ' ' PIPE, AND REGULAR a ' _�.... `t OI; EASI IT LAE RIGID PVC HARCO TWO FOR EACH SIDE TRENCH. BACKFILL TO TOP OF . Tq .! *� J:.4�a N." - _, O NOTE: TRENCH. . µ . I - 1--` P4C S� 3S ALL INIT. IAL BACKFILL SHALL I 8 . BE I N STALLED I N 6" TO 12" LEGEND BALANCED LIFTS. L . La . .N DER LI1Ew- I 11 ONE FOOT OF MIXED CONCRETE Bc= OUTSIDE DIAMETER ^ "' IS TO COVER ENTIRE SADDLE A MINIMUM 9 OF CLEARANCE r I " . BQI1C TO BE RACE ON UNDISTK D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH SADDLE MUST BE AT AN . 1�t OF StdE d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE. i, ANGLE OF 45 DEGREES „�, �� . da I . S, MATERIAL BELOW PIPE y� Y. °r �i� 1. F PROPER CDM?ACT#7Fi C14l T , I 3' . . 1 �LR%LIG. !{ ;1H�71F O �74Ai I".7y ^ . �kfi DEPTH OF BEDDING MATERIA P E . 1 .: i. ner IR Z V P*'4LM j*" C r,ryar.►"u f'ftjMMjMr' . . . / _\ . . D . d (MIN) 27" & SMALLER I 6^ 30" TO 60" 6" 66" & LARGER 6" rir�►�cv rtvvn w vnvx -•,.w< z UVvVvV Ann DF:Tk,G•TOR P06T �� a i ,,�I SANITARY SEWER PLASTIC PIPE 4 , I �#:-t W wmc' _ ., J"" `y,.rl -R`• r r-'JI,� . :,0 ' �r:Ml .", ,iirrJ r _ - . . e��h A � c �.? 2 �.� w � ►�" ' ' ` I IL t n, (PVC HDPE� BEDDING DETAIL LL i . �k 1 s xG : , J JYL � fly ♦ i '�,� >, 1r# NSF y�N11i1111/.! ' {?� R.r1/YI . _ - - L 1. .111 4'��'�iry d�'� a aM. 'I *; i t 4, - } -� �4 ` ��• :7w 1ATQUt.S� - - I z�1W :: .k. . 11;,,:'4 ; r.-,_ U - NOT TO SCALE NO *a, d ■ T TO SCALE LL k' r y' k I I i r drr- Yi,al�' ,IL ,,b ti r ty' ! _ _ _ _ i..�S f 'I y Wry i 4 ,. -. '�.. Lit r N • ',N r, ,ra - - �" �,-1`�„r .. '.5'p. m :._: �- '!� /Jr� y6, J' 'A:. c'd !:,fi , iii . , ,'.:.�^+t:!Ng -' :dj, -'�„ J� - _ _ - - .. _ . 1. ,5,%L" ,` f 4 hI ,'N�- d 'Y i - s'...' S ,l T 1,' Y J' r-v.' _ - - ! 1• %w �.F 3�`� �,`� f l4,,� _.�.x. E: a C1 " Fl1H (X X'Et`r .. ilTt y ,IR i. fW.! i 1x1 i/„l. WI.\!1. ',1�1 fr 1 Jr :.F - .:;' - ni', L Am fAT ' p ��` t ;'_' 1EItS ITT" Oii 3 LATERJILS fi �. _. � � , LESSS R* ALL LATERALS I0 s' cx x - ;�, �J . I uRO, T Try EMM VM>� 4 �, .��_ �� �� ter. . J `� r y ■ FRST PEETy uti. II" Ili a IS 11IA1 'I`�� F MAY 1J� TO BE UETPER FM . CITY OF CARMEL BACKFILL REQU IRMENTS OVER WATER MAINS, IL CITE COItlJ.A1T 1S AS JET (TWA i1 LAITRALS) L.QNG BUCM LAIUM S OR 1 EJICaN. 1 _ __ _ � Qum sLaw 6may WATER SERVICE LATERALS. SANITARY MAINS_AND SANITARY TE SIFOGTH CF = PS, 29 PROW SEMR SAY sTi1TH: Ir , . . . SERVICE LATERALS I N ROW Ftti RM fW MXT !I 'Iii. . r. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY ALL FEtTIh�S'i SMLL BE OF OK P� CC04Sl WTXK - . ALLLA�u.eon91�. MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF W UNZP o . . PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE . . _ . 11 � MATERIAL REQUIREMENTS OF INDOT AND SHALL BE COMPACTED IN 6 INCH - - 1. MAXIMUM LIFTS TO NOT LESS THAN 95� STANDARD PROCTOR DENSITY FOR ..... ... THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP - .. ,...r...- . ,.... �.-o . - . ,. -- .. ,.- .... __ . ..- -..-a w.tlr • - � . - 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO.` 53 STONE MEETING THE . MATERIAL REQUIREMENTS OF INDOT AND SHALL BE COMPACTED TO NOT . LESS THEN 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. 4 c � 4 u t f Y ��" y'„ s _ z ti __ - r _ _ r -. t v x_ T tl + ' - 4 � �' �' r ., �-;. s- z: f.'.. LL: .I a 7 s T s i. �; _ AMERICAN NSUL,COTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 CONTACT: CRAIG W. FOROU Copyright �C) 1966 -2005 by American Consulting, Inc. CONSULTANT: G �� 0 � �� t �-, �`0" , o.q Q •� � : Ei . ; No. 1030240C �a•o; •. cc � : STATE OF : "' �,O,�t� • /NDJ ANa • G����- •... .se - I�i.FFss Ot AIL 0�� �1/11111111111t1� 1. CERTIFIED BY: 3- /f -_LD81�_- . " &N - fft I tr (mv %:� V9 I I if . STORE NUMBER: 75204 1 13090 Pettigru Drive Carmel, Indiana .DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: 0 CITY OF CARMEL REVISIONS 1/11/07 . 0 CITY OF CARMEL REVISIONS 2/21/07 : 0 CARMEL WATER REVISIONS 3/8/07 LAYOUT COORD: JDM PLANNING MGR: CWF - DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: I N 2005.0626 TI TLE: . I SAN I TARY DETAILS SHEET NUMBER: � C6*3 COMMENTS: Cit 1C Utdit-N• of armel NN, ater Approved List. of Construction Nlaterials wa.terA-lain. Shall be, Ductile Iron Pressure Class, 3,�01 .stalled Bin above pipe, Ref lectie NN"arning Tape', Shall Lie 111:111 -n be access to the 3., Tracing Wire (10 or 12 gage):, To be installed with. all water i ains. There. must tracer wire at each valve bo-.,,,, with enough wire in the valv. ebox to inswe the proper connection. to the locating machine, 4, Fire Ity dru nts- Shal I be Noluel. ter 0.r. Am crican Darling (Safety Ye llowl :N4,A.B.. 4 0433,61.91 Shenvin Williams if F75YP2-) 5 Al'aives: all. be resilient,;;etat j;w,ate valve Mueller, American. and Dezurik. Sbf Butterfly valy.es shall be. used for sizes over 1 112 .111. 6.: Fittings: S'luall be. union. ryler 7, 11Nfechunical Joints: Shall be made with Nlegulugp;. S.. N'alve Boxes: Shall be -Union T ler y 9. 1.10,s.i(-*�ips-orlloxloks-.Sh,,,illb,einst,-illicd, with each N,alve. I Curb Boxes-, Shall be Union4 Tyler 11. 'rapping Sleeves: Shall be Smith Blair car Romac. steel with. ductile lugs. Smith Blair .2]2.05, Ford F-1, I Repair Clamps: Shall be Bill circle stainless %14ueJhr equal... 12111 onDuctile Iron. -2 in, and '2,in taps on PVC 11 "' and �111 11 Tapped Repair Clamps: For ��,lln. 11 /� and service repairs) shall be 12in long, full circle stainless steel. with ductile lugs and tapered threads, Smith Blair,, Ford,, N-lueller., 14- Sample St-atioirs: Shall be installed the utilities request. (GI.L.IndtLstries model 9 E11,101). 15, Service Lines,-. 3/ iii, lire.. 1 112hi, 2in, Shall be K Copper. 16. Brass: Compre-ssion Fittings, (See Meter :pit S.Pecs, For Nlake and Model. 44.) I T Joint Restrains: Shall be Field Lock Gaskets or 2%lechanical Bell Jomit.Restram'ts. 18. 14DPE Sleeves: Shall be used for sexy ices that. cross major city streets- 19, Additional Kickers: '43hall be solid block and brick. No poured concrete. CITY OF CARXIEL — NVATER DISTRIBUTION DEPARTNIFAT SPEC.114CX11ONS 11t2"_ 2" 0U1`StDE XIETER.PIT SET RE'Xil`ISED 11 /03 1, NIETER PIT COATER, 2(.q-36 STD N IE 'FERBO- 4'CON'E-RrriORi) fir" iNetc�-36-T. "171'ERS I NEB76-1 SB-44-66 COPPER SE FORD I .. 2"' -N!BB77-1 SB-44-77 "I13_2423 1 18" N11JELLER I I Al " _ . IWO NIUELLER .4 -B-224 203 18" 1 NIE"I" Ell -P11" 36 x 36" F%_,vrco,mE,rER IT5, 36" LL,-,I\TGTII OF 11 -1 ? OR. EQVJ AL, BE, �OPPER, 4. SERXIC14E 101INE. ALL 1, AN41)1' ::,,M: EM1'CE l_JNES -Lr S)T 11,M4,: C0_,v1PRE SSIUllf TYPE FITTINGS ON, BOTH. 5. BALL TYPE CURB STOI . -N,,l ENDS lt-xxND BE, SUPI.. OR 111) BY A ("40,NCRETH, BLOCK. 'Noluefler-'15155-3, Ford- H o`:!" B44-666.2"B,44-777, 6. SERNTICEBOX with SERNI'CEBOA RO(). DEPTH. OF BURY NVII,L NTARY, RPO'A It- TAPI)RD 1ARECTLYTO 7. 0RXF10NS`r0P- (`0 R � T )N STOP SHOUID BE THE WATERNVLAIN AT THE HORIZONAI., POSITION, 3 O'CLO(_7K, 11!11"11% DIJCTAT.., IRO IN' or PLASTIC- repair clamp ivith, Threaded 11 Alo,'21- or.2". SNI-WER-BLIM R 0 238 FULL CIRCLE REPtkIR CL2 MNIP S 31, BANI) IN(l 1 E, NOT ES Revised 5/19k-i NOTE: ALL HYD RANTS AND RIGHT HAND OPEN CARMEL WATER NOTES: 1. THE CONTRACTOR SHALL BE FILLED FOR ALL BACTERIOLOGICAL LAB SERVICES. 2. ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12 ABOVE THE PIPE. 3. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. 4. BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATER MAINS. TRACER, WIRE MUST BE INSTALLED WITH ALL WATER MAIN LAID IN CARMEL. 5. POSI-CAPS OR THE EQUIVALENT ARE NOW REQUIRED ON ALL WATER VALVE INSTALLATIONS. .6. THE CONTRACTOR SHALL CALL FOR AN ONSITE MEETING WITH THE INSPECTOR PRIOR TO WATER MAIN INSTALLTION. 7. UTILITY INSPECTORS HAVE THE AUTHORITY TO MAKE CHANGES IN THE FIELD IF CONDITIONS ARE WARRANTED. CITY 014 CAR'_%lEL 13 I'LITY PIPE INS T..,AILLA.T ION and tfic Aineric All i-vork sliall be in the best jx�wtices Of the w'IteT Utility, 41justTy an k�`ater Work-s. tionsi. AssocV,ittion, (,md in accordance u- ithall,iplAicable FiederiRl,. Stale., and local codes wid regula Furthermore: 1) _9�vlly daniage done to the Citv of Carmel Utility "$ systeni by -the Contractor Developer atis or his affiliates sliall inimediately be repaired, to the st taction and direction of the Citv of Carmel Utility by the. Contractor/Developer at his own expense. 2) Should the Contr1i ri'Developer propose to depart from the specifications cunt tined herein. lie. shall submit samples and/or specifilications ofstich alternatives to the City of Carmel Utilit -y before proceeding sliall, bi� pierto 1. .3) No Nvork nned u ider conditions which ill the. Opinion ot"the Cit.` Of Tect the qua i died job Carniel Utilitleswould adversely af lity of the finis 4) The Contractorlil)eveloper shall conduct ilia Work so as not to interfere with the, present operation of the existing CO. OrCanllel Uillity's water/sanitary sewer system. ii the City f cannel Utility :and the any work interference is encountered betwce 1 0 If Contractor/ Developer. the City of Carniel. L',tility Nvill 'receive priority in scheduling. d Stoke Loco t0m Of En..-c:l) e UnP, rt PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To. Be Res-trained 4— In Each Direction From 1,,4 Of Bend C 3 Urb Based On 150 PSI, Test Pressure A) Degree 41: D, P E " Of f-Bend 611 811 10// 1211 1411 16 18 2011 24 tirl t :2 35' cd 50' 58' 651 731 60/ 95' 115., & Plugs 4L 1L 0 7' ZO lit !17! U tee E 17' 19, C 1241 a p c' C Mp Tpe' 22-112- d r 41 4- :L I l'a 81 9/ lot 12 14 1 11-1140, 21 2 3 / 41 41 FF 51 6' ............ CL 1 4-6 rwn t t rt V 1. .TA p- . A r e, u 4 P A .) 14, 1 t la1n d Uad�*.,.r: n* t HD F 'E S'; N TZI Z, P�y P U �11J: unl_ss J�Ppr_ Y., 0, 0, 4,JU �Shdl Use,:Y, 910 21111 . I . I .� I 1 .0 :0 . or p p rcs e iti d y Carmel. Ut _, .4. Top, Sh'all Ed'Instafl. d A 41 t t�f* k Sep. 17 � V I "WIFE 8"" C DETAIL. W. A TER S Q V 7. 9 !�Al F� t-1 'RDISTIZIBRUTION CITY of CARN4F.'..o %VATP, -1E TER SETS I lf12 INS IDE.',% IN11 new commercial buildings are required D. ack flow Devices. • '.2" All new businessesielocating in.existingconinierei,,,ilbuil.din,.2,s-.4re.requirefll)ackilow devices, Njiithin 3 0 days. IndianaDcpartnient. Of Ens ironniental N-4anagement. .3. Devices shall be of,the type approved b3, . • .1.1 ependim, -)n the del4ree of h,-17 cad the W`aIter Distributlon I)epattment will. decide if you need a 4 Double Check or a Reduced Pressure backilow device. _5 The device must be tested at time of installation by -ga 115wte Certified Backflow tester and at the correct intervals -for the t�yrpe- of device. o: Carmel Utilities 13 "Vi 1`1 Ave. SW, Curmel, 11,�. 4603*42W 6. Test, result,; are to be sent t Al A- ligle N# titer Stk)p.* Ford. F �il`43-660ANV 1111" F�743-77ANV2. F43- 7 _ ac jetier( oupfin& -Fo r d 3 WkV 11 P 1 2 3 Ford S 1: IB-67 Ba 11 Valve f s -1 4 Distance for.Meter 11/2" Meter 13 1\4eter 17 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex doin-f System,, US Pipe Field LOK Gasket System, Or Equal NOTE: THE ABOVE RESTRAINED JOINT LENGTHS NGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGT HS ARE REQUIRED. 1 ,AMERICA CONSULTING INC .4mbitects Consultants Engineers SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547-5580 FAX: (317) 543-0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966-2005 by American Consulting, Inc. CONSULTANT: D ucep No. 10302400 • . STATE OF ����� � i i i S i 0 N A 1- ��� ��' •��� 0 41D 100' C IFIED BY: ooms STORE NUMBER: 75204 13090 Pettigru Drive 'Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone (317) 574-7333 Fax (317) 574-7336 Contact: C.'Weisiger REVISIONS: CARMEL WATER REVISIONS 3/8/07 LAYOUT COORD: JDM PLANNING MGR-. CWF DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: IN2005.0626 TITLE: CARMEL WATER DETAILS SHEET NUMBER: C6*4- COMMENTS: PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To. Be Res-trained In Each Direction From 1,,4 Of Bend Based On 150 PSI, Test Pressure Degree Of f-Bend 611 811 10// 1211 1411 16 18 2011 24 30 900, Tees 27 35' 421 50' 58' 651 731 60/ 95' 115., & Plugs 450 7' 9 lit 151 17' 19, 21 1241 291 22-112- 3' 41 51 6' 71 81 9/ lot 12 14 1 11-1140, 21 2 3 / 41 41 41 51 6' 71 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex doin-f System,, US Pipe Field LOK Gasket System, Or Equal NOTE: THE ABOVE RESTRAINED JOINT LENGTHS NGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGT HS ARE REQUIRED. 1 ,AMERICA CONSULTING INC .4mbitects Consultants Engineers SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547-5580 FAX: (317) 543-0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966-2005 by American Consulting, Inc. CONSULTANT: D ucep No. 10302400 • . STATE OF ����� � i i i S i 0 N A 1- ��� ��' •��� 0 41D 100' C IFIED BY: ooms STORE NUMBER: 75204 13090 Pettigru Drive 'Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone (317) 574-7333 Fax (317) 574-7336 Contact: C.'Weisiger REVISIONS: CARMEL WATER REVISIONS 3/8/07 LAYOUT COORD: JDM PLANNING MGR-. CWF DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: IN2005.0626 TITLE: CARMEL WATER DETAILS SHEET NUMBER: C6*4- COMMENTS: TREE PLANTING Not to Scale \JV 1 i / (3 sections) a a . i* } •• + (1) Aes - C 2 NoTF3: Do not cut leader. Ar o.. 4. , :•" •• ... . . .. --- w + • •�. (117) For — x hm In stm; lottw evergreens reeens staked In e'H standard fashion. \ Pic— l • °q ° ° v •� • fir* * i * �i.*•• •�•••• *�i• �• •• i • �• •• • • •• •• •�• •�• • • •• •• • ••� �1 • (�II III (3) Plc o • • �• • • 2• I Flexible vinyl strip - black or green . a under dimcbon of Undscape ArohycL o (19) Le u - S } V to GENERAL LANDSCAPE & PLANTING NOTES 2 N tD O o • Z 1. Plant material to be installed and maintained by a qualified and experienced landscape installer. 2. All materials are subject to the approval of the Landscape Architect and Owner at an time. Landsca a Architect to inspect all /ant locations and /ant bed T j PP P Y P P P P conditions prior to installation. Stake all plant locations for review and approval by the Landscape Architect before planting. On -site adjustments may be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise the health, or alter the u characteristics of plant materials. ° 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN LO INTACT, Remove from the site any plant material that tums brown or defoliates within five (5) days after planting. Replace immediately with approved, 0 N specified material. N 4. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and a install appropriate quantities as govemed by plant spacing per schedule. 5. All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted). Apply pre - emergent herbicide as directed by ° the manufacturer prior to installing mulch. Sod all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or other treatment. d 6. The Contractor shall install and /or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality of co topsoil prior to plant installation. A minimum of 4" of topsoil is required for sodded areas; 12" for plant beds. Topsoil sources shall include the reuse of surface W soil stockpiled on site, clean of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1 ". Supplement with imported topsoil from off -site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganic s amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long -term plant health. LH 7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the Owner and Operating Authority at no additional cost. Ln 0 8. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. All workmanship and materials shall be guaranteed by the Contractor for a period of one (1) calendar year after Final Acceptance. d W 9. Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintanenace shall include pruning, cultivating, watering, weeding, fertilizing, restoring P lant saucers, spraying for disease and insects, and replacing tree wrappings. Recommended Ion -term maintenance procedures shall be provided to the Owner before expiration of this period. 10. All disturbed areas not otherwise planted shall be sodded. J d U to F- O J a PLANT SCHEDULE Symbol Qnty. Botanical Name rim F n -maw AIg Wrap trees Of 2. cal. or mcm Wftl* 49 Cont. Notes TREES Ace -f 3 -� .- • NOT Scarlet Sentinel Maple 2.5" cal. B &B single stem Aes -c 30 shredded hardwood bark mulch Aescula x cornea'Briotii' Rubyred Horsechestnut 2.5 " -3" cal B &B tree form 30 high tpsdI saucer dla.af saucer to 90 be] dia. 6 Amelanchier x grandifolia'Autumn Brilliance' Autumn Brilliance Serviceberry 8' B &B multi- stemmed, 3 -5 stems MEN�.■ ■E� f-• •Vf••.ff••••••��•f•••f•S••1•'. • ♦�f••� •••••f•• ♦••••ff♦ �•••.• .... ,... �,.... ............ / /�j Vii, %* %. /..•,•,....�... Carpinus betula'Fastigiata' Pyramidal European Hombeam 2.5" Existing grade ONE .............. • -� 3 Picea omorika Serbian Spruce 81 Not ••• f�•�i� • �����% /��.����I �•. �.i.:C •�•�••1•� • . •' •�f•••••••••••••••••••••••� 6 -i Per., / Que -r 2 Quercus rubra lit 1. flam 1b be plarded ot grade level '� ■. so yo \ i f ♦ • •. __ i--�_ .L .� ... •- •.•..•-1 ����iiil/Ii� / // / / // / / / / / /mI �Ii7'.L JVv, vwR1•Wrj. i not to be dug in the fall / INS - •'.. 1 -�V . �'. Sbpe & scarify sides off • . v • • ... .....' .. i 0 .!foil .•.•.•...� �► , ��% t Q•. SHRUBS Width of Ot to be = and a hal (1112) 41 aQ (14) Spi-x .;1 ,.,. ❖.,..� container _._.__. Ile -v 12 Ilex verticillata 'Winter Red' Winter Red Winterbe 24" container .full, dense provide both male and female plants allow for bent' production 1-4 -TT 98 Spiraea japonica'Little Princess' Little Princess Spirea Set mot bell cn und&ftd container � - - /sections) Syr -m 18 Syringa meyeri'Palibin' Dwarf Korean Lilac �� ar 1 3' -6" o.c. spacing Vib -d 4 TREE PLANTING Not to Scale \JV 1 i / (3 sections) a a . i* } •• + (1) Aes - C 2 NoTF3: Do not cut leader. Ar o.. 4. , :•" •• ... . . .. --- w + • •�. (117) For — x hm In stm; lottw evergreens reeens staked In e'H standard fashion. \ Pic— l • °q ° ° v •� • fir* * i * �i.*•• •�•••• *�i• �• •• i • �• •• • • •• •• •�• •�• • • •• •• • ••� �1 • (�II III (3) Plc o • • �• • • 2• I Flexible vinyl strip - black or green . a under dimcbon of Undscape ArohycL o (19) Le u - S } V to GENERAL LANDSCAPE & PLANTING NOTES 2 N tD O o • Z 1. Plant material to be installed and maintained by a qualified and experienced landscape installer. 2. All materials are subject to the approval of the Landscape Architect and Owner at an time. Landsca a Architect to inspect all /ant locations and /ant bed T j PP P Y P P P P conditions prior to installation. Stake all plant locations for review and approval by the Landscape Architect before planting. On -site adjustments may be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise the health, or alter the u characteristics of plant materials. ° 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN LO INTACT, Remove from the site any plant material that tums brown or defoliates within five (5) days after planting. Replace immediately with approved, 0 N specified material. N 4. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and a install appropriate quantities as govemed by plant spacing per schedule. 5. All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted). Apply pre - emergent herbicide as directed by ° the manufacturer prior to installing mulch. Sod all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or other treatment. d 6. The Contractor shall install and /or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality of co topsoil prior to plant installation. A minimum of 4" of topsoil is required for sodded areas; 12" for plant beds. Topsoil sources shall include the reuse of surface W soil stockpiled on site, clean of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1 ". Supplement with imported topsoil from off -site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganic s amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long -term plant health. LH 7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the Owner and Operating Authority at no additional cost. Ln 0 8. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. All workmanship and materials shall be guaranteed by the Contractor for a period of one (1) calendar year after Final Acceptance. d W 9. Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintanenace shall include pruning, cultivating, watering, weeding, fertilizing, restoring P lant saucers, spraying for disease and insects, and replacing tree wrappings. Recommended Ion -term maintenance procedures shall be provided to the Owner before expiration of this period. 10. All disturbed areas not otherwise planted shall be sodded. J d U to F- O J a PLANT SCHEDULE Symbol Qnty. Botanical Name Comon Name Size Cont. Notes TREES Ace -f 3 Acer x freemanii 'Scarlet Sentinel' Scarlet Sentinel Maple 2.5" cal. B &B single stem Aes -c 3 Aescula x cornea'Briotii' Rubyred Horsechestnut 2.5 " -3" cal B &B tree form Ame -x 6 Amelanchier x grandifolia'Autumn Brilliance' Autumn Brilliance Serviceberry 8' B &B multi- stemmed, 3 -5 stems Car -b 2 Carpinus betula'Fastigiata' Pyramidal European Hombeam 2.5" B &B matched, single stem Pic -o 3 Picea omorika Serbian Spruce 81 B &B full, matched Que -r 2 Quercus rubra Red Oak 2.5" cal. B &B not to be dug in the fall Syr -r 1 Syringa reticulata'Ivory Silk' Ivory Silk Japanese Lilac 2.5" cal B &B single stem SHRUBS For -x 41 Forsythia x'Arnold's Dwarf Arnold's Dwarf Forsythia 24" container 2' -6" o.c. spacing Ile -v 12 Ilex verticillata 'Winter Red' Winter Red Winterbe 24" container .full, dense provide both male and female plants allow for bent' production Spi -x 98 Spiraea japonica'Little Princess' Little Princess Spirea 18" container 3' -0" o.c. spacing Syr -m 18 Syringa meyeri'Palibin' Dwarf Korean Lilac 24" container 3' -6" o.c. spacing Vib -d 4 Viburnum dentatum Arrowwood Viburnum 24" continer full, dense GROUNDCOVER and ORNAMENTAL GRASSES Cal -x 117 Calamagrostis x acutifolia'Karl Foester' Karl Foester Feather Reed Grass 2 gal, container 2' -0" o.c. triangular spacing Hem -x 306 Hemerocallis x Stella'd' Oro' Stella'd'd Oro Daylily 1gal. container 1' -6" o.c. triangular spacing Leu -s 187 Leucanthemum x superba'Becky' Becky Shasta Daisy 1 gal. container T -6" o.c. triangular spacing Lir -s 65 Liriope spicata Lily Turf 1gal. container 15" o.c. triangular spacing Per -a 166 Perovskia atriplicifolia'Little Spire' Dwarf Russian Sage 1 gal. container V -6" o.c. triangular spacing #4 rebar painted flat blac , tie to trunk with 112" foWbie viry ship. Parave all burlap & Mrs from flop 1/3 of root ball. Set plant 2- io4' above 4' saucer rem sloped gradually flnMmd grads. to finished grade 3' mulch f— Flnlshed grade Fertlllzed topsoil mbL 0 - N\� - - .. -•.. Water thoroughly •• • • • • • • • • • • • when pit b half full. Ttrorcughly kosen subsoil at bottom of Ug* compedad topsoil mbc Plant ptL EVERGREEN TREE PLANTING Not to Scale NOTE. Remoov" burlap fram /byop�l�(j3�o�f -n � i r,� „rte r� � n r r root ball or carefully remove cc ita IVI . -A 3'_eMedded hardwood ��” bark mulch 3' high topsoil saucer for individual plants. f— Exdsting grade. SHRUB PLANTING Not to Scale GROUNDCOVER PLANTING Not to Scale Slope & scarify sides of pit Width of plt to be trim Imes bell diameter. Fertlibmd excavated adl or topsoil badcyll. Water thoroughly after pit is half filled. Set root bail on undisturbed soil mw at bobm of pIL Note: All groundaw beds shall be planted using triangular Planting scheme- Refer lo Planting Schedule for O*Ca ter plaiting dimension. Referto plans forflnlsh grade. 3' shredded hardwood bark mulch Sol peat pot 17 topsoil, as speoiied in Umdsrcape Bed Preparation defail C gmcled subgrade CONSULTANT: CONTEXT landscape architecture 12 S, Main Street, Suite 100 Fortvile, IN 46040 tel 317.485.6900 fax 317.485.6912 www.contWR- deZIgn.com y L �j' D, i' r 14 i�r 20 00052 STAI fit✓! . !� P CERTIFIED BY: h a r 4 I 3 STORE NUMBER: 75204 131ST Street & Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone (317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: A101/11/07 Plannin Comments 2 02/21/07 Planning Comments 73K 03/09/07 Planning Comments LAYOUT COORD: JDM PLANNING MGR: CWF DRAWING 8Y: APP DATE: 11/02/2006 JOB NUMBER: IN2005.0626 TITLE: LANDSCAPE PLAN SHEET NUMBER: C741 COMMENTS: t * HUBBELL IS NOT RESPONSIBLE FOR THE PERFORMANCE OF LUMINAIRES MANUFACTURED BY OTHERS. Luminaire Schedule Symbol Qty Label Filename Arrangement Lumens LLF Description El6 Illuminance OB1 M5336-760-1131 1 P-MS250C.ies SINGLE 20500 0.800 M5336- 760- 11311P { •) 3 OC M7210- 760- 5620OC- M250C.ies SINGLE 20500 0.800 M7210- 760- 56200C 147.1 14 P L10nf070m.ies SINGLE 6200 0.750 LTV10_NF_070MHxxx_xx WELL LIGHTS, (Hubbell Lighting) 13 11 Q AFL14- 070M.ies SINGLE 6200 0.750 AFL14_70MHxxx_xx, NARROW FLOOD (Hubbell Lighting) 0 5 K Prm4- v5.ies BACK -BACK 36000 0.750 OTY 2 PRM4- 400MH -V5 (Hubbell Lighting) 139.635 8 L Pcc- 5- 100mh.IES SINGLE 6200 0.750 Pcc- 5 -70MH (Hubbell Lighting) Numeric Summary Label CalcType Units Avg Max Min Avg /Min Max /Min TYPICAL FACADE_Side_3 Illuminance Fc 53.52 104 21.3 2.51 4.89 CalcPts CalcPts Illuminance Illuminance Fc Fc .03 2.03 47.5 47.5 OA. 0.0 N.A. N.A. N.A. N.A. Statistical Area Summary Label Description Avg Max Min " Avg /Min Max /Min All Parking & Drive Q 4.71 20.4 0.5 9.42 40.80 * Z COORDINATES DENOTES MOUNTING HEIGHT I - � r 1 0 0.0 0 = i , Y_ (. L Q7 i 0 0 0.0 o ,, a7 0.2 1 0 0.0 0.0 0 Luminaire Location Summary SegNo Label X Y Z Orient Tilt 1 Q 272.6 154.2 13 225 135.289 2 Q 276 150.6 13 225 135.289 3 Q 279.6 147.1 13 225 135.289 4 Q 139.4 77.3 13 0 128.66 5 Q 139.4 64.3 13 0 128.66 6 Q 153.2 56 13 90 139.635 7 Q 158.2 56 13 90 139.635 8 Q 153.2 156.8 13 270 136.469 9 Q 141 144.4 13 0 17 10 Q 141 139.1 13 0 17 11 Q 158.4 156.8 13 270 136.469 12 P 146.4 156.8 0 0 0 13 P 276.8 55.8 0 0 0 14 P 239.5 55.8 0 0 0 15 P 202.3 55.8 0 0 0 16 P 282.4 61.4 0 0 0 17 P 283.4 94.7 0 0 0 18 P 284 141.2 0 0 0 19 P 284.1 137.5 0 0 0 20 P 266.8 158.5 0 0 0 21 P 263.1 158.5 0 0 0 22 P 220.3 157.9 0 0 0 23 P 165 156.9 0 0 0 24 P 148.3 55.4 0 0 0 25 P 163 55.4 0 0 0 26 OB1 124.6 74.1 10 180 0 27 OB1 124.6 67.6 10 180 0 28 081 132.4 70.8 10 180 0 29 OB1 140.6 70.8 10 180 0 30 OB1 136.5 74.1 10 180 0 31 081 136.5 67.6 10 180 0 32 Oc 279.6 147.1 10 45 0 33 Oc 272.5 154.1 10 45 0 34 Oc 276 150.6 10 45 0 35 L 44.1 228.7 12 0 0 36 L 4.4 155.3 12 0 0 37 L _ 44 114.6 12 0 0 38 L 44 69.5 12 0 0 39 L 291.6 214.7 12 0 0 40 L 291.8 161.5 12 0 0 41 L 291.8 108.4 12 0 0 42 L 291.8 55.2 12 0 0 43 K 97.6 227.6 23 0 0 44 K 214.6 227.6 23 0 0 45 K 72.2 117.4 23 90 0 46 K 153.6 173.6 23 90 0 47 K 86.7 53.1 23 90 0 W.D v„p w. w• w• w. w. w. �. w �. -.• -. - - -- - - - -- - - - - 1. THIS LIGHTING DESIGN IS ED LIMITED INFORMATION SUPPLIED 8Y OTHERS TO HUBtltLL uGh nNU. 511 t Ut 1 AILS rrcuvwtu ntrcttm wct ntrrcuuu� cu uiv�r r�7 is v�we�ic r� i wi. rvu. r.c�u �.c...,..v..� ..�. • ...�. ., . �......�...... �... �....• - AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. ETC. SHOULD BE COORDINATED WITH THE CONTRACTOR .. .._ ._. _.._.........__ .. , _, ... , .. ..... _ ..... __ ....,,_ .. __:�._ ._ __.:�.: - __.�..._..._ .. .:_ , , ......: ..,� ,:: �.. _ :_ PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS. ORIENTATION, MOUNTING HEIGHT, ) 2 LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. TITLE: REVISED FROM DRAWING NUMBER(S): ON BY: DATE: CHK BY: CVS #75204 HuaBE�L ® ALU 01 /08/2007 N/A REV. BY. DATE: SCALE: CARMEL, IN lot = 30' Hubbell Lighting, Inc. 101 CORPORATE DRIVE QUOTE: DRAWING I DESIGN NO.: 2930 SPARTANBURG, SC N/A 0733414 - 29303 -� c `u M - � � �r emu+ ?.*�•-- " -PC+ -Y AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543.0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. CERTIFIED BY: Ph & 10% QA� M5, STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER:. G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indiana olis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: Q CITY OF CARMEL REVISIONS 1/11/07 LAYOUT COORD. JDM PLANNING MGR: CWF DRAWING BY: EEM DATE: 01/05/06 JOB NUMBER: IN2005.0626 TITLE: PHOTOMETRIC PLAN SHEET NUMBER: COMMENTS: 0 W N rn U Ili U W U W N 0 0 0 N Z W 2 0 0 0 0 0 0 U M En 0 0 N t0 ul 0 0 N Z a __ U_ R 0 to } W 0 W 12 n N M O 0 W 0 N ►_ r-, G POLICY PAVI N C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in. advance . such 1 General . B) Temperature and Seasonal Limitations e laced in accordance with the temperature limitations of Section 301.04 of the proofrolls. .. . shall include the production, hauling /delivery, spreading, i) The Aggregate Base shall b p P A The work subject to the requirements of this policy P D) Sampling and testing of materials, equipment or construction work may be required at the expense of the 1. ' ns Install aggregate bases and Install one Standard Specifications. i compaction and other work necessary to prepare foundatio finishing, p Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial face hot mix asphalt mixtures within existing or proposed ii) Frozen material shall not be placed. . or.more courses of base, intermediate, or surface P conformance with this policy and the approved construction documents. Sampling and testing shall conform to • ' ' alt multi -use paths. iii A re ate Bases must be placed and pass proof roll prior to No 30 in order to allow paving in right -of -way for roadways, auxiliary lanes and asphalt p ) Aggregate the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected B This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of accordance with Section 4C(iv) of this policy. . P y his olic to be non - compliant or as directed by the Engineer. this policy may result in non - acceptance of the work or other remedies outlined in t policy. C) Preparation . Specifications t the time of placement. E) Where the Engineer determines that is necessary to confirm compliance with standards of quality or C Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Spe i) The prepared foundation shall be free from ob jectionable or foreign materials a P thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard all courses must equal or exceed the minimum prescribed by the approved construction documents, and no P . deviations are allowed herein, or variances are granted. Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this single core shall show a deficiency greater than one half, inch (1 /2 ") in any course or total. thickness from the D ) Where the minimum standards of any other governmental agency having concurrent jurisdiction. exceed these policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is pavement section indicated on the approved construction documents. . . . standards, the higher standards shall apply. placed. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from 1f an plan or other note orspecification on the approved construction documents exceeds the minimum D) Spreading and Finishing their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by E) y P ' P r standards shall apply. standards of this policy, the highe PP Y i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. retained engineers or testing agencies, shall not require them to assume responsibilities for the approved Nothing contained herein shall be construed as prohibiting the design and construction of improvements ii The A gregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. . construction documents, for any misinterpretation of the approved construction documents by the contractors F) 9 appropriate governing bodies for variances for 9 meeting higher standards, nor as discouraging petitions to approp g 9 iii Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate during construction, or for the means and methods of construction, nor for safety on the job site. 9 9 ) q alternatives which can be supported by advances in technology and are approved by other agencies with Bases that !a exposed for period of time renter than 14 calendar days or experience a measurable rain y P p g y p G) Work identified to not meet the requirements of this policy or the approved construction documents, concurrent jurisdiction., event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the unacceptable work, whether the result of poor workmanship, use of defective materials, damage through work shall comply with the requirements of Section 105.03 of the Standard Specifications. Engineer. At the discretion of the Engineer, additional proof rolls may be required. carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed G) All w P Y q 9 es of this policy, where the term Engineer is used in this policy and the Standard 4 Asphalt Pavement immediately and replaced in an acceptable manner at the Contractor's expense. H) For the purposes p y� ) P .. Specifications, it shall mean: A) General H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the i The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of i This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause Y 9 ) . s that may be retained to represent the City of Carmel. a prepare foundation in accordance with Section 105.03 of the Standard Specifications. unauthorized work to be removed; and to deduct the costs from any monies due or to become due. Carmel, or authorized agent(s) y (HMA) mixtures on p p . Hamilton Count Highway Engineer, staff of the Hamilton County Highway Department, other personnel i' HMA base intermediate or surface mixtures shall be constructed on prepared foundations and to 1) Work done, contrary to instructions provided by the Engineer shall be considered unacceptable and subject to ii) The Y 9 Y 9 . b Hamilton Count or authorized agents) that may be retained to represent Hamilton County thicknesses equal or greater than those indicated on the approved construction documents. immediate removal and replacement in accordance with the instructions provided by the Engineer. 11 employed Y Y . Highway, depending on the location of the work. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section, 401.03 of the 6) Acceptance Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. the Engineer shall determine if the improvements are in t P Standard Specifications. A) Before acceptance of any phase of construction, g Y 9 J Prior to commencing he work, the Contractor performing the work shall contact the Engineer to schedule 'a iv) Equipment for HMA operations, including. but not limited to production, hauling /transportation, laydown, substantial compliance with this policy (except for any variances granted) and the approved construction • 9 requirements, staff notification requirements, ' ' shall be in accordance with Section 409 of the Standard documents pre - construction meeting to review the Engineers q compaction and miscellaneous /ancillary activity required inspections for certain stages of the work and to review the authority of the Engineer as it relates to Specifications. B) The Engineer, may, at his sole discretion, accept work that is not in conformance with this policy provided q P 9 P ion indicated on the a roved construction documents for the entire that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding the work. v) Installation of the full pavement sect pp . K Under no circumstances shall work subject to.the standards established by this policy commence without area to be paved must be completed in the same paving season. requirement. obtaining approved construction drawings by the City of Carmel Department of Engineering. Widenin o erations shall com I with the followin City of Carmel Right -of Way Paving Policy obt 9 PP 9 vI) 9 P P Y 9 2 Foundation 1 The outside face of the excavated area shall be left as nearly vertical as the nature of the material will November 2, 2005 3 1. I . O A) General permit and not wider than the outside limits of the widening section. . .. � . i This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. . the.Standard Specifications. (3) The subgrade in the widened area shall be compacted in.accordance with this policy. BACKFILL AND MINIMUM COVER REQUIREMENTS B) Excavation and Embankment (4) Widening mixtures shall comply with the pavement section indicated on the a roved construction PP s i r a i in Right -of -Way 11 i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and documents. • its shall be performed in Bedding and Haunching topsoil stripping and subsequent backfilling for removed items within the slope stake limits P . (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. Bedding and hounching for all reinforced concrete pipe installations shall be #8 stone meeting the material . accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, g) Preparation . requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. - i The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the time of installation. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade . ) 99 ii) Excavations there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3 inches all spongy and ieldin material that does not readily compact shall be removed Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. and line, - 1 After excavation operations, p gy Y 9 Unacce table areas shall be corrected to the satisfaction of the Engineer before any paving operations below the bell. For pipe sizes 66 inches and larger, the minimum depth of material below, the pipe barrel shall be 11 from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in P 6- inches. . commence. accordance with Section 203 of the Standard Specifications. he Aggregate Base shall be re aired �r�or to lacing HMA mixtures. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the s resulting after excavation operations shall be ii) All displacement or rutting of p P depressions within the slope stake limit g middle third of the pipe prior to placement of the pipe. If the underlying soils of the trench bottom are soft or (2) Any pronounced P III) Milled asphalt surfaces shall be tacked in accordance with Section 4.,6 of the Standard Specifications. refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. yielding, the soil shall be undercut to such a depth -that when repaired with #2 stone it will produce a uniform iii) Embankments . iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard and stable foundation along the entire length of the pipe. Haunching shall be compacted in 8 -inch maximum with Section 203 of the Standard Specifications. Specifications. lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall (1) Embankments shall be constructed in accordance i P • v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the (2} All spongy and yielding material that does not readily compact shall be removed from within the slope stake Section 406 of the Standard S ecifications. Specifications. springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. limits prior to embankment operations. . . s resulting after clearinf-, grubbing, scalping and vi) Surfaces on which a mixture is placed shall be free from ob jectionable or foreign materials at the time o Final Backfill . - (3) Any pronounced depressions within the slope stake limit g• , 9 9 P 9 , • e with Section 203 of the placement. Final backfill for all reinforced concrete pipe installations under and within 5 feet of pavement or sidewalk or, topsoil removal shall be refilled with suitable material and compacted in accordant . vii) Tack Coat material shall be distributed with equipment meeting the riequirements of Section 409.03(a) of other paved areas and for all installations within City right -of -way shall be B- Borrow for Structure Backfill Standard Specifications prior to embankment operations. - .. 4 Prior to the construction of any embankment, the original ground surface within the limits of the slope the Standard Specifications.. meeting the material requirements of the INDOT. The material .shall be approved by the City of Carmel ( ) C Weather and Seasonal Limitations Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch maximum lifts to. stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the . ) .. i HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top .Standard Specifications.. . ) to be laced is 45 °F 7 °C or above. The Engineer shall .determine the ambient temperature. There shall be n�o 6- inches of the excavation below the start of the aggregate sub base of the pavement shall be No. 53 Stone 5 Embankments shall be shaped to be well drained and shall be protected to prevent erosion. P ( ) 9 ( ) provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor 6 Loose depth of each embankment lift, final compacted depth, compaction method and compaction P P P Density. Final Backfill for all reinforced concrete pipe installations greater than 5 -feet from pavement, sidewalk, 1. ( ) ii) No mixture shall be placed on a frozen subgrade. requirements shall be in accordance with Section 203 of the Standard Specifications. q December 15 and March 30. other paved areas or the limit of City right -of -way shall be clean fill material free of rocks larger than 6- inches 11 C Soil Sub grades iii) Under no circumstances shall HMA mixtures be placed between 9 . r surface HMA mixtures is in diameter, frozen. lumps of soil, wood or other extraneous material, compacted in 12 inch maximum lifts to i) Subgrad es shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of iv) If a foundation that is to receive one or more courses of base, intermediate, o not less than 90� Standard Proctor Density for the entire depth of the excavation. The final 6 Inches of the installation of all utilities and subsurface drains indicated on the approved construction placed and determined to be an approved foundation by the City prior to November 30, placement of HMA excavation shall consist of topsoil. . this policy and only the ins avement are completed. Trench backfilling work of these installations shall courses will be allowed up to December 15, provided that the ambient and foundation surface temperature documents to be located under the p P fillip specifications. complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of Water and Sewer Under Pavement, Sidewalk, Paved areas and within Right -of -Way be in accordance with the City. of Carmel Trench Back filling p 1. •• ions, free from all ruts corrugations, or other a full time construction inspector and who. shall act as an authorized agent of the Engineer. The Engineer shall Bedding, Haunching, Initial Backfill II) The subgrade shall be shaped to the required grade and sectio , 9 select the construction inspector. Bedding, hounching and initial backfill materials, placement and compaction for water mains, water service 11 irregularities. . e with Sections 207.02 v If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the iii The subgrade shall be uniformly prepared, compacted and approved in accordant ) } olic between A ril 1 and A ril 15, HMA course shall be allowed to be laced on an approved foundation the Standard Specifications. P Y P P P PP utility that has jurisdiction over the installation. 207.03 and 207.04 of p . • t mix asphalt provided that the paving contractor pay for the services of a full time construction inspector and who shall act Final Backfill iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or ho p as an authorized agent of the Engineer. The Engineer shall select the construction inspector. Section 203.26 of the Standard 9 9 P Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and pavements are constructed. A proofroll shall be conducted in accordance with that • • Engineer before an aggregate vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City- right-of-way shall Specifications. Unacceptable areas shall be corrected to the satisfaction of the E g Y • prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be base or hot mix asphalt paving operations, commence. P 9 • nips uncovered substandard HMA placement, spreading and finishing. approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but rem compacted in 6 -inch maximum lifts to not less than 95� Standard Proctor Density for the entire depth of the for a period of 14 calendar, days prior to placing stone or is subject to a measurable rain event prior to placing D) Spreading and Finishing • • n approved foundation or other HMA course by means of laydown material placed. The backfill for the top 6- inches of the excavation below the start of the, aggregate sub -base stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. i) HMA courses shall be placed upon a pp • Standard S ecifications. of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted D Existing Pavement equipment in accordance with Section 409.03(c) of the St p surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to to not less than 95� Standard Proctor Density. If the standard practice of the utility that has jurisdiction over i) Milling of existing pavement the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. f the Standard Specifications. prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if 306.08 o p . ii Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired directed. Minimum Cover for Pipe Crossings within City Right -of -Way 9P ce with Section 304.02 304.03, 304.05 or 305 of the Standard Specifications. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. For installation of Storm Mains, Water Mains, Water Service Laterals, Sanitary Service Laterals, in accordan P Sanitary Mains, areas to traffic the milled areas shall be cleaned of all material, debris and dust . iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed iii) Prior to opening milled . resulting from the operation. and replaced. pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate 11 9 areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard E) Joints material above the subgrade) plus 1 -0 but under no circumstances shall the cover along any part of the pipe Iv) Milled a p 9 Specifications shalt be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications.. i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. from the final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the P j q The Contractor shall be responsible for payment of these liquidated damages. F Compaction utility that has jurisdiction over ,the installation has a more stringent cover requirement, the more stringent P P Y ) P 3 Aggregate Bases i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard . requirement shall govern. 1. - . S ecifications immediate) after the mixture has been spread and finished. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a A) General P Y atom acted aggregate on a re prepared soil subgrade in accordance with ii Rollers shall not cause undue displacement, cracking, or shoving. case• by case condition and approved only with written permission by the city engineer. I) This work shall consist of placing p P P Section 105.03 of the Standard Specifications. . 5) Inspections to Base materials shall be in accordance with Section 301.02 of the Standard Specifications. A All materials furnished .and each part or detail of the.work will be subject to inspection per Section 105.10 of . .. . 11 ii) Aggregate ) "' The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with iii) . Standard Specifications. this policy and the approved construction documents. . 1. material shall be handled and trans noted to, and on, the work site in a manner that g The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject iv) The Aggregate Base m P ) minimizes segregation and moisture loss. to ,the standards established by this policy. . v) Aggregate Bases shall be constructed 'on prepared foundations and to thicknesses equal or greater than . 11 those indicated on the approved construction documents. ... . ;i;;_:: 11 ; ; � �. , r�,_ s 1 -1 11 11. Asap z y � .r.'z'T' 111- �R a a w liv ', :y I - ^ tiL .,t uY _ -�.,� ,.ps. __I �.._.r .jam'"= "�- -4 �,� r _ r ?� ,� ry^ y .. � . 11 s �`` -, 1. _, _ AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. �-�'� STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indiana olis, Indiana 46240 Phone 317) 574 -7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: Q CITY OF CARMEL REVISIONS 2/21/07 0 CARMEL WATER REVISIONS 3/8/07 LAYOUT COORD: JDM PLANNING MGR: CWF . DRAWING BY: EEM DATE: 01 /05/06 JOB NUMBER: IN2005.0626 TITLE: . � I CITY OF CARMEL � I PAVING POLICY SHEET NUMBER: C9011 COMMENTS: . 0 W 0. " O 0 U N 0 to 0 0 N _Z Z W M U 0 0 Z 0 U Z 0 0 i m C E! O N to 0 0 N Z EL J W 3 a 0 M IA H 0 W n N O 0 0 N N O C3 -� 0 N O J a CURBING POLICY 0 CITY OF CARMEL REVISIONS 2/21/07 1 1 Gener al . A) The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation iv The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. � I . I � I L B The Contractor shall notify the En Engineer a minimum of 48 -hours in advance y g once of commencing any work subject for placing, installation jcuring, i p g, , jointing, cu g, finishing, and other work necessary to prepare foundations and soli v} Ag Aggregate Bases shall be constructed on a roved soil sub grades 9 pp grades and to thicknesses equal or greater than to the standards established b this policy. . Y P Y C) The Contractor shall schedule roofrolls with the Engineer a minimum of 48 -hours in advance of such P 9 subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the those indicated on the approved construction documents. - proofrolls. City of Carmel and existing or proposed right-of-way. 9 Y B This policy shall be the basis for acceptance of the work b the City. to to the requirements of p y p y y B) Temperature and Seasonal Limitations i) The Aggregate Base shall be in the temperature limitations D The Contractor and En Engineer will ) g I conduct an inspection of the new concrete curbing for any damage, including freezing . this policy may result in non - acceptance of the work or other remedies outlined in this policy. in placed accordance with of Section 301.04 of the Standard Specifications. or random cracks. The inspection and all necessary repairs shall be completed prior to y P P backfilling C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications ii) Frozen material shall not be placed. operations. . E) Sampling nd testing of materials, e ui ment or construction work ma be re required at the expense of the 9 9 q P Y q p of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where iii) Aggregate Bases must be placed and pass roof roll prior to November 30 in order to allow paving in P P P 9 Contractor at the discretion of the En Engineer for the purpose of ascertaining that the work is in substantial 9 P P 9 deviations are allowed or specified herein, or variances are ranted. L P 9 accordance with Section 4C(iv) of this policy. . conformance with this policy and the approved construction documents. Sampling and testing shall conform to D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these C) Preparation the requirements of the sections of the Standard Specifications applicable to the portion of the, work suspected standards, the higher standards shall apply. E If an Ian or other note or specification on the a roved construction documents exceeds the minimum Y P P PP i) The prepared soil sub rode shall be free from objectionable or foreign materials a 9 J g t the time of placement. ii} The subgrade shat( be subject to additional in Section to be non - compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or standards of this policy, the higher standards shall a I 9 apply. F) Nothing herein be the design roof rolls accordance w' 9 J P with 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C v of this 9 O thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses contained shall construed as prohibiting and construction of improvements meeting higher standards, nor,as discouraging petitions to appropriate governing bodies for variances fore - policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base Is of the curb must equal or exceed the minimum prescribed b the approved construction documents. P Y I?P G) Such inspections be . alternatives which can be supported by advances in technology and are approved by other agencies with jurisdiction. placed. D) Spreading and Finishing shall not construed to relieve the developers engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by concurrent J G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. L . i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard S Specifications. .. P 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 H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard II) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard S ecifications. ... P during construction, or for the means and methods of construction, nor for safet on the job site. y j Specifications, it shall mean:. I iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay H) Work identified to not meet the requirements of this policy or the approved construction documents, i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the unacceptable work whether the result of poor workmanship, use of defective materials, damage through p 9 Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the. discretion of the Engineer, additional proof rolls may be required. .. L carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, otner personnel L 4) Concrete Curb Immediately and replaced in an acceptable manner at the Contractor's expense. . employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County A) General I If the Contractor fails to comply forthwith with an order made under the provisions ) p y y p of this subsection, the Highway, depending on the location of the work. Engineer will have authority to cause unacceptable. work to be remedied or removed and re replaced; to cause p , L I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in .. unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a . accordance with Section 105.03 of the Standard Specifications ii Concrete J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to pre- construction meeting to review the Engineer's construction re requirements, staff notification re requirements, 9 q q curb shall be constructed on prepared p p red soil subgrades or Aggregate. Bases to the dimensional standards of the applicable City of Carmel Standard Details or. In accordance with the curbing details of the immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the approved construction documents. I A) Before the work. L K) Under no circumstances shall work subject to the standards established by this policy commence without .. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 acceptance of concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted and the a roved construction documents. ) pp obtaining approved construction drawings by the City of Carmel Department of Engineering. of the Standard S Specification Hi h earl p g y strength admixtures may be utilized but shall not be considered In waiving any requirements of this policy. w B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work Equipment utilized for concrete ete curbing Installation work, including but not limited to production, . that the work is bonded for. a period greater than three years. The Engineer shall establish the extended bonding subject to the requirements of this policy outside of the right -of -way shall be determined at the pre - construction meeting. .. hauling /delivery, placing, Installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in re uirement. q � . M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard accordance with Section 508 of the Standard S Specifications. P L v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard - . . . I Details. I 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 . y S Specifications. P vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in 'L . . Carmel. the same paving season. L. I 0) Under no circumstances shall extruded t e curb be installed within the corporate limits of the City of YP P Carmel. B) Preparation - i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 2) Foundation 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) A) General and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of Placement of any concrete curbing. . the Standard Specifications. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior. to placing concrete ii) The foundation shall be prepared in accordance .with Section 605.03(a) of the Stondard Specifications and the curbin g C) Weather Seasonal Limitations IL I . I requirements of this policy. and . L B) Excavation and Embankment i Concrete curbin shall onl be laced in acc d ) 9 y p or ance with Section 502.11 of the Standard Specifications. There . L I i) Prior to beginning excavation and embankment operations, all necessary clearin rubbing, scal in and 9 9 9 scalp in shall be no provision for installation below the temperatures specified. I . topsoil stripping and subsequent backfilling for removed Items within the slope stake limits shall be performed in ii) No mixture shall be laced on a frozen subgrade or Aggregate Base. - P g . accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, iii) Under no circumstances shall concrete curb be placed between Der_ -amber 15 and March 30. . stumps, friable and deleterious m.ateria.l shall be completely removed within the limits of the slope stakes. iv) If a soil subgrade o� Aggregate Base over which concrete curb is to placed, is placed and approved by the . ii) Excavations Cit prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the Y P P . . (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 11 . from within the slope stake limits and the resulting void shall be refilled with, suitable material and compacted in 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who .. . accordance with Section 203 of the Standard Specifications. shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. . (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of . refilled with suitable material and compacted in accordance with ,Section 203 of the Standard Specifications. . Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an . iii) Embankments a roved soil sub rade or A re ate Base rovided that the avin contractor a for the services of a full time 9 Aggregate P p 9 P Y . . (1) Embankments shall be constructed in accordance with Section 203 of the Standard. Specifications. construction ins inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the 1. 2 All spongy and yielding material that does not readily compact shall be removed from within the slope e stake O P 9Y Y� 9 Y P P limits prior to embankment operations. 11 construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and , , .. . . Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the may result in substandard concrete curb placement, curing and finishing. Standard Specifications prior to embankment operations. D) Placement . (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope , i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and . stakes shall be leveled and the upper 6- inches shall be `compacted in accordance with Section 203 of the - . Standard Specifications. L - . (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. 0n 508 of the Standard Specifications. I . . .I . . I (6) Loose depth of each embankment lift, final compacted depth, compaction method and. compaction P iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. I requirements shall be in accordance with Section 203 of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04 b of the Standard S ecifications. I O p 1 C) Soil subgrades E) Joints I i) subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. . this policy and only after the installation of all utilities and.subsurface drains indicated on the approved ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and . L . . . construction documents to be located under the pavement are completed. Trench backfilling work of these sidewalks shall be located at the same location. as the joints in the adjoining sidewalk. Joints may be sawed or I . installations shall be in accordance with the City of Carmel Trench Backfilling specifications. tooled to a minimum depth of 1/2-inch. . I ii) The subgrade shall be shaped to. the required grade and sections, free from all ruts, corrugations, or other iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and irregularities. end of all curb returns, the end of each days work and where abutting existing construction. In.addition to these . . . .iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the 207.03 and 207.04 of the Standard Specifications. expansion joints in the adjoining sidewalk. - iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are F) Finishing and Curing . 11 constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04 f O . Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any of the Standard Specifications. - . - ... Aggregate Base or concrete curbing. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete 11 - . v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling .. measurable rain event prior. to placing Aggregate Base or concrete curbing, shall be subject to additional roof P P 9 9� J P o operations adjacent to the concrete curbing. P J g• . . . . rolls prior to placement of the Aggregate Base or concrete curbing. G) Backfilling - . 3) Aggregate Bases A) General i} The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04 of the (9) - Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in . 11 i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with accordance with Section 5 of this policy. .. . Section 105.03 of the Standard Specifications. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. ii) Aggregate Base materials shall be In accordance with Section 301.02 of the Standard Specifications. I 5) Inspections I iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of . . Section 917 of the Standard Specifications. I the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this 11 11 I I . I L L policy and the approved construction documents. . . "`. .�,�. � -I I LL 7 y �fi � _ m. --r. . `� _ . 11 i I �� - -Zi 2 i I .- I . _.. 4 x - F [,�� d y 7 j °i 7r '�: Yom' ' � �„ , 11 w �' " `` w� " its -� � t_ m AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580 FAX: (317) 543 -0270 . CONTACT: CRAIG W. FORGEY Copyright (C) 1966 -2005 by American Consulting, Inc. �) iii � - , f -1 T __ � STORE NUMBER: 75204 13090 Pettigru Drive Carmel, Indiana DEVELOPER: G.B. Indiana 2, LLC 600 East 96th St, Suite 150 Indianapolis, Indiana 46240 Phone ( 317) 574 -.7333 Fax (317) 574 -7336 Contact: C. Weisiger REVISIONS: 0 CITY OF CARMEL REVISIONS 2/21/07 1 LAYOUT COORD: JDM . PLANNING MGR: CWF : DRAWING BY: EEM DATE: 01/05/06 JOB .NUMBER: I I N 2005.0626 TITLE: I � CITY OF CAR M EL I . I I . CURBING POLICY SHEET NUMBER: . C9*2 ..: COMMENTS: .