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HomeMy WebLinkAbout06070008.23TF I I ADS UNDERGROUND DETENTION FACILITY 20' OF 4" SUBSURFACE DRAIN. INLINE YARD DRAINS MAYBE NEEDED - - - - - - - TO BE INSTALLED; IF REQUIRED BY CITY INSPECTOR TO DRAIN OFFSITE ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP h6 -08 PROJECT AREA 3.76± ACRES DISTURBED AREA 2.72± ACRES BUILDING AREA SPOT ELEVATION ® PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x DESIGNED: BAW APPROVED: CRP 1. THE SHALL BE RESPONSIBLE FOR 9• X 18' ALT ALTERNATE 10 INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT - --- -- 831 - ---- - -- CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE D- AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM ❑gip AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL W U_ 711 UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE O w CIP CAST IN PLACE MIN MINIMUM E- GUY ANCHOR SAN SANITARY SEWER CL CENTERLINE N/A NOT APPLICABLE 1> TELEPHONE M.H. STM STORM SEWER CMU CONIC MASONRY UNIT O.C. ON CENTER 11 TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 93 TRANSFORMER U/C UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR wV WATER VALVE 0/H OVERHEAD C. 0. CLEAN OUT P.O. B. POINT OF BEG () 0 2 O � FIRE HYDRANT o CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE 0 zr z DECIDUOUS TREE ® DRAINAGE M.H. DEMO DEMOLITION PVTdT PAVEMENT e' DIA DIAMETER R RAOIUS EVERGREEN TREE ® SANITARY M.H. DS DOWNSPOUT REF REFERENCE fl BUSH ® CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ROUND INLET (24" TYP) PIPE ELEC. ELECTRICAL REQD REQUIRED -r SIGN ® SQUARE INLET (24" TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY O TRAFFIC SIGNAL POLE d CLEAN OUT EX. EXISTING SAN SANITARY EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE DOOR a FLAG POLE SPECS SPECIFICATIONS r FFE FINISH FLOOR ELEV m FT FOOT sQ squA EXISTING BOUNDARY INFORMATION 0 STA STATION WAS PROVIDED BY WEIHE ENGINEERS w Of GUTTER FLOWLINE ELEV APPROX. PROPERTY MINI LOW AREAS TO THE NORTH. CONSTRUCTION LIMITS 1 CONSTRUC11ON LIMITS �� -- % STORM STORM SEWER INC. DATED: 04 -25 -1990. a ' ! 1♦ �.�- ■ S B9' 49'34" W �-.:. M �� �� 11111111 � � r M HT HEIGHT W z 5' YARD SETBACK 24.0_ - - - ��--�- ©® - ® - - - - - - 41 _ r TYP TYPICAL HDPE HIGH DENSITY o °D 7 SPACES 9' 0" 63. r 9' I - - - STR -11 - - - _ P D ly Z POLYETHYLENE MF VERIFY IN FIELD ``�Illllllp��� E S 5.1' - -1 -� - _ ___1 D SITE LEGEND o j I I - it -i4 P'X - 9-1�-� ce © , I I I f X21 5P CES 10' 0" = 210,0 - I 1 so•i + 10.0' I -'1 9 < TRA H Im w ��ON : I . C. w WATER K - D O - N I K - C �K U' Pv I(A o �V LL VAULT c �`0 I ADS UNDERGROUND DETE TYON FACILITY PERIMETER; SEE SHEET C10,1 FOR DETAIL ` 1 �� a Q .4,� M CD Q� J PrSrN:. I ` A � `' I - -- -- - - - - -- 10' -0" 28. D' - - -- 10 -0° = 20.0' °------ - - - - -- -�� 74. c to X16 Z �p� �O• "�z K 69.6' STR- 9 H a 'a.' Q p y� s LaJ 1a- �fr��� ADJUST CASTING TO GRADE. THE , I 3I K - LU •� a tn•••f��````� l INVERT ELEVATION OF THIS MANHOLE IS 3 K K B B (B B 15' DRAINAGE AND I ���, %�•••••••••'' ,�� TO BE CONFIRMED PRIOR TO ANY OTHER �, SPA ES - ACCESS EASEMENT CONSTRUCTION ACTIVITITES. THE CITY " " '` -` , �+ o I K s =40 D ESS EASEME H I 15' DRAINAGE AND ACC NT Q ENGINEER AND DeBOy LAND g ° „ A e DEVELOPMENT SERVICES ARE TO BE K 2 - _ NOTIFIED IMMEDIATELY IF ELEVATIONS ^ cn e M M K r DETERMINE THAT THE FLOW THROUGH ,' a I o z 1333 134.8, I THIS STRUCTURE IS NOT POSITIVE. A �I I - K o D 00 IL �eriv 10.5' a o I m i w o a NEW BUILDING` 23 D' G a o rn 17,158.5 S.F. /FLOOR = 34,317 S.F. .� c ' LO Ld F.F.E. = 851.00 Q L 62.0, o rL y `, II II 11 A 7.0' L I I I I o o B r O° V) (A 18.0' - BIKE- s _ 11� w If Q z'1 I a -` s K I�� 28.8' CD• P Cn N $ B �- K B B A I1j co - r O c s 2 SPACES ® 2 H.C. SPACES ® STR-06 - - - - EAS ME T I�� (V rn I a I = ?.0.0' 20.0' H o• 10' -0" = 20.0' 10' -0" = 28.0' I \ D P 0 >- 1 m 18.0' TYPE -08 Q� � ro m 116 T11 M (� w I sQ• �._^ -� p I 60'0 - O J CO 24.0' K pA o L' I - Z u, m STR -07 w 5TR -05 u Z o Imo I i I K I , i I I m <l I I t N CV I I "� + i + t ( i+.! 1 W :� o ooh 14.1 I I 33 SPAC S ®lI0' -0 "I = 3 D' I I I cn I I I A 0 U 3p I V) K A - ( I! p D A I I A + A I U '�„ I T w p� A� p EDEN T p F 7q M I ,i i,t I u u NEW EDGE OF WATER 331.5' RETAINING WALL 9.�7 HIEHSFN Tg41FDOCTO 85F071NING WALL NEW EDGE OF WATER u "' 1 0 STR- 04- Out1Dl11 STR -03 I z Iz I, -- ..: - ... - C I T AQUA -SWIRL BMP ,� ►` ION WITH DIVER _I� I I - m - _ - - IA STRUCTURE -- - 24.o -- F Z tC _ - T H F J a I D ... �. .. TR 02 w I � �I - - - o CO m 3 I rn � �- to • W16 "� a No� •w O � III■ N�Z' 0 h NEW SP CES = 0.0' *CO CO NEW SANITARY SEWER CLEANOUT NEW STORM SEWER - 48" BARREL 8or NEW STORM SEWER - 60" BARREL pis NEW STORM SEWER - 72" BARREL � NEW PIPE END SECTION NEW CONCRETE PAVEMENT NEW ASPHALT PAVEMENT ` NEW ASPHALT MULTI -USE PATH (10' WIDE) NEW CONCRETE BUMPER (A� NEW ASPHALT PAVEMENT NEW INTEGRAL WALK AND CURB (5' WIDE) NEW 6" CONCRETE CURB NEW CONCRETE CURB AND GUTTER (::E�) NEW CONCRETE SIDEWALK (5' WIDE) NEW INDOT "TYPE G" RAMP; SEE SITE DETAILS NEW INTEGRAL WALK (5' WIDE), CURB AND GUTTER NEW CONCRETE COLLAR FOR INLETS � K NEW PAVEMENT MARKINGS GLD NEW CONCRETE PAVEMENT NEW ACCESSIBLE PARKING SIGN N) NEW ASPHALT MULTI -USE PATH (10' WIDE) O) NEW EDGE OF ASPHALT PAVEMENT NEW PARKING BUMPERS ® BICYCLE RACK, 16 PROVIDED IN BICYCLE PARKING AREA SEE CITY OF CARMEL DETAILS NEW HANDICAP RAMP - ON SITE NEW GUARD RAIL NEW DUMPSTER PAD (DU NEW RETAINING WALL AND GUARDRAIL BY OTHERS 1. SEE SHEETS "C1 D.0 - C10.1" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY OF CARMEL ENGINEERING DEPARTMENT STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB AND FACE OF BUILDING. S. ALL RADIUS DIMENSIONS ARE 5 FEET UNLESS SPECIFIED OTHERWISE. 6. CONTRACTOR SHALL KEEP ENTRANCE OBSTRUCTION FREE, CLEAN AND SWEPT DAILY FOR LIFE OF THE PROJECT. 7. ALL PARKING STALLS ARE 18' X 9' UNLESSS OTHERWISE NOTED. S. I -C_ r� ..�.:... ...� o _ II SITE NOTES CONISIRUC110N uMlTS R E DESIGNED POND - - �a - I o. TOP OF BANK ELEV: 845.00 w I I w� �,� L`I STR -0I -POND OUTLET 100 YEAR ELEV: 844.07 Imo, 4.25 INCH ELEV: 842.93 3 ' O;, o I Z 10 YEAR ELEV: 842.70 Z I '.: _ _ 2 YEAR ELEV; 842.1D - __ : _ _. _ -- - v I NORMAL ELE POOL: 8 1.180 TI _; -J ; 5' YARD SETBACK �? - - - =_ - - - - -- - -- ------` I' PR4X. �R4PERT�111E------------------------------ - - - - -- - - - -- -_ .� I ' __ 5 8949'34" W - - - - - - - - - - - - - - - - �- 578.71' T'" . A - _ NEW EDGE OF WATER - NEW EDGE OF WATER M-111-ilitim 111111111 T8 TS Tu re TB TS I 1H -_ �1a S R I _ -f F � 1- SITE PLAN SCALE: 1" = 30' NORTH SITE DATA TABLE FINAL CONSTRUCTION PLANS SITE ZONING 85 -08 PROJECT AREA 3.76± *CO CO NEW SANITARY SEWER CLEANOUT NEW STORM SEWER - 48" BARREL 8or NEW STORM SEWER - 60" BARREL pis NEW STORM SEWER - 72" BARREL � NEW PIPE END SECTION NEW CONCRETE PAVEMENT NEW ASPHALT PAVEMENT ` NEW ASPHALT MULTI -USE PATH (10' WIDE) NEW CONCRETE BUMPER (A� NEW ASPHALT PAVEMENT NEW INTEGRAL WALK AND CURB (5' WIDE) NEW 6" CONCRETE CURB NEW CONCRETE CURB AND GUTTER (::E�) NEW CONCRETE SIDEWALK (5' WIDE) NEW INDOT "TYPE G" RAMP; SEE SITE DETAILS NEW INTEGRAL WALK (5' WIDE), CURB AND GUTTER NEW CONCRETE COLLAR FOR INLETS � K NEW PAVEMENT MARKINGS GLD NEW CONCRETE PAVEMENT NEW ACCESSIBLE PARKING SIGN N) NEW ASPHALT MULTI -USE PATH (10' WIDE) O) NEW EDGE OF ASPHALT PAVEMENT NEW PARKING BUMPERS ® BICYCLE RACK, 16 PROVIDED IN BICYCLE PARKING AREA SEE CITY OF CARMEL DETAILS NEW HANDICAP RAMP - ON SITE NEW GUARD RAIL NEW DUMPSTER PAD (DU NEW RETAINING WALL AND GUARDRAIL BY OTHERS 1. SEE SHEETS "C1 D.0 - C10.1" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY OF CARMEL ENGINEERING DEPARTMENT STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB AND FACE OF BUILDING. S. ALL RADIUS DIMENSIONS ARE 5 FEET UNLESS SPECIFIED OTHERWISE. 6. CONTRACTOR SHALL KEEP ENTRANCE OBSTRUCTION FREE, CLEAN AND SWEPT DAILY FOR LIFE OF THE PROJECT. 7. ALL PARKING STALLS ARE 18' X 9' UNLESSS OTHERWISE NOTED. S. I -C_ r� ..�.:... ...� o _ II SITE NOTES CONISIRUC110N uMlTS R E DESIGNED POND - - �a - I o. TOP OF BANK ELEV: 845.00 w I I w� �,� L`I STR -0I -POND OUTLET 100 YEAR ELEV: 844.07 Imo, 4.25 INCH ELEV: 842.93 3 ' O;, o I Z 10 YEAR ELEV: 842.70 Z I '.: _ _ 2 YEAR ELEV; 842.1D - __ : _ _. _ -- - v I NORMAL ELE POOL: 8 1.180 TI _; -J ; 5' YARD SETBACK �? - - - =_ - - - - -- - -- ------` I' PR4X. �R4PERT�111E------------------------------ - - - - -- - - - -- -_ .� I ' __ 5 8949'34" W - - - - - - - - - - - - - - - - �- 578.71' T'" . A - _ NEW EDGE OF WATER - NEW EDGE OF WATER M-111-ilitim 111111111 T8 TS Tu re TB TS I 1H -_ �1a S R I _ -f F � 1- SITE PLAN SCALE: 1" = 30' NORTH SITE DATA TABLE FINAL CONSTRUCTION PLANS SITE ZONING 85 -08 PROJECT AREA 3.76± ACRES DISTURBED AREA 2.72± ACRES BUILDING AREA 33,058 ± SF PARKING REQUIRED: B. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ©2005 DeBoy Land Development Services, Inc. 1 PARKING STALL PER 250 SF FLOOR SPACE 133 SPACE(S) PARKING PROMDED: DESIGNED: BAW APPROVED: CRP 1. THE SHALL BE RESPONSIBLE FOR 9• X 18' 33 SPACE(S) 9' X 20' 28 SPACE(S) 10! X 18' 91 SPACE(S) HANDICAP ACCESSIBLE 4 SPACE(S) TOTAL 156 SPACE(S) PRIOR TO STARTING ANY CONSTRUCTION. C200 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WTH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. S. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 2 5 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERINC/ SURVEYING COMPANY UPON COMPLETION OF CDNSTRUCTION. I -C_ r� ..�.:... ...� o _ II SITE NOTES CONISIRUC110N uMlTS R E DESIGNED POND - - �a - I o. TOP OF BANK ELEV: 845.00 w I I w� �,� L`I STR -0I -POND OUTLET 100 YEAR ELEV: 844.07 Imo, 4.25 INCH ELEV: 842.93 3 ' O;, o I Z 10 YEAR ELEV: 842.70 Z I '.: _ _ 2 YEAR ELEV; 842.1D - __ : _ _. _ -- - v I NORMAL ELE POOL: 8 1.180 TI _; -J ; 5' YARD SETBACK �? - - - =_ - - - - -- - -- ------` I' PR4X. �R4PERT�111E------------------------------ - - - - -- - - - -- -_ .� I ' __ 5 8949'34" W - - - - - - - - - - - - - - - - �- 578.71' T'" . A - _ NEW EDGE OF WATER - NEW EDGE OF WATER M-111-ilitim 111111111 T8 TS Tu re TB TS I 1H -_ �1a S R I _ -f F � 1- SITE PLAN SCALE: 1" = 30' NORTH SITE DATA TABLE FINAL CONSTRUCTION PLANS SITE ZONING 85 -08 PROJECT AREA 3.76± ACRES DISTURBED AREA 2.72± ACRES BUILDING AREA 33,058 ± SF PARKING REQUIRED: B. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ©2005 DeBoy Land Development Services, Inc. 1 PARKING STALL PER 250 SF FLOOR SPACE 133 SPACE(S) PARKING PROMDED: DESIGNED: BAW APPROVED: CRP 1. THE SHALL BE RESPONSIBLE FOR 9• X 18' 33 SPACE(S) 9' X 20' 28 SPACE(S) 10! X 18' 91 SPACE(S) HANDICAP ACCESSIBLE 4 SPACE(S) TOTAL 156 SPACE(S) A CONSTRUC110N LIMITS IWET DETENTION POND I CONTRACTOR SHALL CONTACT THE CITY OF CARMEL ENGINEERING DEPARTMENT TO SCHEDULE A PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATED TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. HOLEY MOLEY SAYS "DIG SAFELY" DETAIL SPECIFICATIONS ORDER a DATE DESCRIPTION 9 -5 -08 FINAL CONSTRUCTION PLANS WOLFSON YOUNG CORPORATION 9 -16 -08 CITY REVIEW 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS_ 9 -24 -08 CITY REVIEW (317) 876 -2300 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 10 -06 -08 CITY REVIEW B. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ©2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1. THE SHALL BE RESPONSIBLE FOR "IT'S THE LAW" DRAWN: CLH /RCB CHECKEDBY: MUD PCORNTRACTTOD FOBTAINING RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFDRE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT 1 -800- 382_5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. CALL TOLL FREE PROJECT NO.: 2006 -0065 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. C200 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WTH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. S. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 2 5 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERINC/ SURVEYING COMPANY UPON COMPLETION OF CDNSTRUCTION. W U_ LL O w J U Z F 0 - w z U) ~ Q V / Q W �! z CL LL Q " >` W z z () 0 2 O O z 0 zr z W I..L. CLIENT NAME: WOLFSON YOUNG CORPORATION OF PREFERENCE �� MR. RICHARD YOUNG PROJECT: F:I2006A2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG- 1:2.0 SIZE PLAN.dwg PLOTTED BY: R.C. BERGER DATE: MonderOctober. 06, 2008 9:34:20 AM 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS_ INDIANAPOLIS, INDIANA46268 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2300 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876 -2313 5. TEN STATE STANDARDS B. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ©2005 DeBoy Land Development Services, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED: BAW APPROVED: CRP 1. THE SHALL BE RESPONSIBLE FOR "IT'S THE LAW" DRAWN: CLH /RCB CHECKEDBY: MUD PCORNTRACTTOD FOBTAINING RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFDRE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT 1 -800- 382_5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. CALL TOLL FREE PROJECT NO.: 2006 -0065 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. C200 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WTH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. S. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 2 5 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERINC/ SURVEYING COMPANY UPON COMPLETION OF CDNSTRUCTION. PROJECT: F:I2006A2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG- 1:2.0 SIZE PLAN.dwg PLOTTED BY: R.C. BERGER DATE: MonderOctober. 06, 2008 9:34:20 AM NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / SURVEYOR FOR THE DEVELOPER/ OWNER ARE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING MET AND ALSO PER CITY / TOWN STANDARDS AND SPECIFICATIONS. NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BE INSTALLED PER APPROVED SPECIFICATIONS AND MADE SERVICEABLE. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH PROJECT ENGINEER TO INSURE THE CONTRACTOR HAS THE MOST CURRENT, COMPLETE, APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA -