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Home My WebLink About06050019.20I 3 I r ✓. xl. J 0 r 1 0 9 xl � z i iri 7 >, r i 4 . - X0 w I x, _- 1 ui I z - m g f x Iw Z i i� x CD i 7" Fir Z z a W 16' WATER MAIN STUB UNDER SHERNE ROAD BY OTHERS i i cr�FC�I % J 4'WOVEN 'WIRE FENCE - - n -7 A - _ - - - -- -- - - - - -- -- - - - -- 8$9 7- 8s� -sa9 TG 890 0 0 IE 8 1.34 m N 89.30'44" pill � 89 gg g94 gg5 ggg L !' BOW /B G� ,� / OPEN SPACE �� co lC0 ON AREA) D.E. �, Q. 4 / 2970.8__ SQ. Ff. 16.37 ACRES G 10 r�43 . 9rk /��g an TC 1.75 / IE 880.2 / p / / / / ti 85 0 271.93' IE Pl- 0.10 / / 0(b gp2 p� 0 (2) 5' CMP '40 LF. EACH. SL ' ® 1.0 / c 901 702 ± TC .50 ,0 0 I S '� b CO Z ° / 90S W i EXISTING POND NP= 894.22 ( - r l 1 7 I - -- j; Col - -- - - - -- L1 o rn �. �' i m 119p1 ___ 908 • In - - - Jr CD N TC I i 907 cv I tiT FP \ \ Ir . 1 z N ti 00 cp I p � � � co 102221.5 SQ. FT. N ��69 s 1 \ 2.35 ACRES \\ 1� 1 XV� 3 i \ 8 q co i 703 - - - �n E:T I I BK80 8 1 � J; TC 907.0 9S A } IE E 884. 888.85 _ - \ 11 I I IE 884.7 �o r? ,6 3 _- 706 I I 3 20' S.D. &U.E. \ IE 894.22 w 10 5 SIDEWALK II I � _ - - _ _ c B 80 5 IDEWALK ° -- H9MESTRE D _ _ 2p, TG 900 ___----- -�- - -- -- --- - - - - -- �, ao I P' V ° IE 88.8 I 1 0 j.m w STUB 70LF F 8p P ± \� `s.,� �I v °r + ` < - - -- a w - - -- f00 . 1 .2 _�` i _ _ - - - 8 x o x - - - 911 - 910 V V11 90 - X -- h - -- - -- % X _ - - -- 4'W` VEN WIRE FE, Ci_ - Bufferyord lyre B2 08 fo N U H W W LU a i U O co 909 .9 o� BLOCK B OPEN SPACE oOMMON AREA) D.E. 712970.8 SQ. FT. 16.37 ACRES I \ 257LF 15' RCS 100.00 10' D.E. 907 U ° 2 0 CD C CD Co 14959.0 SQ. Fr. 0 0.34 AGBES 0 o a M M.4�909.00 13 T i i i HOMESTRETCI� DRIVE N 89'59'43" W 1 co rn -� -8 - ^ - - -8 -- 8 T -- 8 - -8 n - - - \ o- o � 714 +57.29- - - NECT TO WATER WW BY 0 ' 8 ,� �' 707 ' `" ° / 5' BEND \ \\ TC 90651 U o A) 32kr 15' RCP e \ ^°° &99a 2 - \ i' �, TC 9 1° 25' BE / \ ---906 N 0 30' S.D. &U.E. •� <,0 SPACE 9oz - - A 9 R , j I � � % (CA • 0 AREA) D.E. � �� e'• , _ oo ,z 6 � �, 9 Lo 13)92)-SQ. . ET. -� - - - �- - - � / / / CIO 121 ACRES 903 6 8 TC 900.15 �� ,� N 10 C ' o Q 8' MULTI PATH I X °jo _ - - MULTIUSE PATH I -- - - - - -- 8.. 1 � 90 �� TC .00 Buffc -r 900.6 � " 4 W cN WiRE. fENC o q 903 v "tt: IRE 3 +2�1A +9 22 X -2 �^ /\ -- Brr€#�7 906907 a, 98.90 wfe rd e �fferycra 8. - - - Bufferlard // -\ /^\ p� 905-.. - 1 .5 FT E I I 900 �� W - - --_ 906 - 6" SSD \ o � 907 - 2 PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF SHOULDER C) >z co o � N W C 90) '1� 0 1 I PT. OF LOT 6 i LOT 6 �Q) �o. 906 PT. OF LOT 6 I t�) SITE PLAN LEGEND PROPOSED CONSTRUCTION BUILDING SETBACK LINE BOUNDARY - - EASEMENT LINE - RIGHT -OF -WAY - - - - CENTERLINE - SWALE > 0 0 0 0 0 0 FENCE LOT # 01 LOT AREA 34200.0 SO. FT. 0.79 ACRES S.,D.,U., & W.E. = SANITARY, DRAINAGE, UTILITY, AND WALK EASMENT B.S.L. = BUILDING SETBACK LINE- -BASED OFF INGRESS /EGRESS EASEMENT S.S.E. = SANITARY SEWER EASEMENT D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT N.P. = NORMAL POOL E.N.P. = EXISTING NORMAL POOL 10 YR. = 10 YEAR STORAGE ELEVATION 100 YR. = 100 YEAR STORAGE ELEVATION KEY NOTE DESCRIPTION lO ROLL CURB AND GUTTER SEE CARMEL DETAIL 10 -10. O2 TYPICAL STREET SECTION (SEE PV -36) OCONCRETE SIDEWALK(SEE PV -16) OMULTIUSE ASPHALT PATH (SEE PV -36P) <S> ADA SIDEWALK RAMP (SEE PV -13) OMULTIUSE STONE PATH (SEE PV -36S) FINAL LOCATION AND ROUTE TO BE VERIFIED WITH OWNER PRIOR TO CONSTRUCTION. O7 STONE SHOULDER (SEE PV -38) OENTRY WALL (BY OTHERS) OCURB END TRANSITION 10 WIDEN PAVEMENT TO 15 FEET WIDTH OR AS ',HOWN IN PLAN VIEW. (SEE PV -37) L� 11 1" MILLING WITH 1.5" HAC # 11 RESURFACE. 12 TYPICAL PAVEMENT SECTION IN SHELBORNE ROAD RIGHT OF WAY (SEE PV -37) SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE. CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTON AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIME DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON I:OMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE TOWN OF WESTFIELD THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDINI; CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART °P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB, 10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN TOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION fO CONFORM TO APPLICABLE LOCAL STANDARDS. 12. ALL CURBS TO HAVE UNDERDRAINS PER CARMEL DETAij_ 10 -9 13. SEE SHEET C206 AND C207 FOR DETAILS. 14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 15. CURBS TO BE STAMPED AT UTILITY LATERAL SERVICE TOCATIONS PER DETAIL ? ? ?? ON C20 ?. 16. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDCE WHERE NEW PAVEMENT (FOR WIDENING OR FOR AUCILIARY LANES) IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. ANY NEW PAVEMENT PLACED IN THE SHELBORNE ROAD RIGHT -OF -WAY FOR WIDENING, FOR AUXILIARY LANES AND FOR EACH ENTRANCE UP TO THE MAINLINE RIGHT -OF -WAY LIMIT SHALL MEET THE FOLLOWING SECTION: 1.5 INCHESHMA #11 SURFACE ON 2 INCHES HMA #8 BINDER ON 3 INCHES HMA #5D BASE ON 7 INCHES # 53 STONE ON 4 INCHES #2 STONE OR MATCH EXISTING, WHICHEVER IS GREATER. 17. A 3 FOOT SIDE SHOULDER OF #73 STONE AT A MINIMUM DEPTH OF SIX INCHES IS REQUIRED ALONG THE WIDENING AND AUXILIARY LANES. SUBSURFACE DRAIN IS REQUIRED BENEATH THE STONE SHOULDER. 18. THE CITY TYPICAL REQUIRES 1" MILLING WITH 1.5" H.AC. #11 RESURFACING FOR THE ENTIRE WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF THE AUXILIARY LANES, WHICHEVER IS GREATER. THE ROADWAY WOULD THEN ALSO NEED TO BE RESTRIPED WITH THERMOPLASTIC STRIPING. ALL STRIPING SHALL BE THERMOPLASTIC. 19. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMI NT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. KEYMAP CP1 IF "HOLEY MOLEY ° SAYS CALL AT LEAST TWO FULL CAUTION WORKING DAYS BEFORE YOU DIG IT'S THE LAW 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 1 -800- 382 -5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 1 -800- 428 -5200 PRIOR TO ANY AND ALL CONSTRUCTION, FOR CALLS OUTSIDE OF INDIANA - I