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Home My WebLink About102,103-00 East 96th St Auto Park Site Dev Plan.2.l�f'?•.A:3' MIT.. -.......... _.._.- ......................... € 1? i Ld 3 W%trp.......... . it ? I; PROJECT AREA F i-iND t 0 0.4' W. Af 0, Future 4. IA' f W.R FOU1`0 J PV -2 C900 G.c 20.00 C900 8 CiF• nvYED f- ng PV -1 $;fitiEit£R ENE. FOUND f itia W 5.2' E. S- C.1.' I� E o N z oa k 00 Development W RIGHT-OF-WAY A' ' ar ; I s• t:f I Ota m , S 89'44'52' E (M.) 1' Ri/C!i IFPS if.El� F. -•--. 658.23' (D. & M.) Esrt1� Lam. '�. it%.HE. s.'<. E_. 4. T.17N R.aE.-� t�%: SumitL' �gcu �•�.-s / i `• h� Ac J f 2 roo i / uu ansm!40, 'z'z Future Z LO { W Q OJ�O nt {' w P/ Developme 1 � o j o b�� N ? o U, - i E:i+EiE: 4GUE4 { � f 1 ?b011K< 0900 $ }Ld Ld 3 � a PROJECT AREA � t 0 m o Future 4. IA' C900 y J PV -2 C900 3EN 20.00 C900 8 � f- ng PV -1 W W ?f~ W w } o N z oa k 00 Development W RIGHT-OF-WAY A' ' ar ; U C9001C900 PV -1 - 3 Z 1 W O 3 0 PV E ftd tr3ID' - -1 j O 1--. E uLC w�i�. O O O I (� 0 ROLL CURB AND GUTTER LJ N ?I►EE �•o v st O 4 < fn O N Z o O O • lam; CC,C v:x;L:: Q ' �;� • Cr � ' t 4 a i rz 0-1 7 c I N cn E ---� x 0900 $ }Ld Ld 3 � a PROJECT AREA � t 0 m o Future s C900 y 0 PV -2 C900 3EN 20.00 C900 8 � f- ng PV -1 W W ?f~ W w } o N z oa x 00 Development W RIGHT-OF-WAY A' ' ar ; U C9001C900 PV -1 - e Z 1 - 1 DESCRIPTION I 0 PV E ftd tr3ID' - -1 LJ (( REVERSE SLOPE CHAIRBACK CURB ROLL CURB AND GUTTER LJ COMBINED WALK &CURB ?e&4 r'l 1 4nlj ttf,. { DETAIL REFERENCE WITH r C703 i PV 1 V) N N ? CiaK i ? I a• faa PV -2C900 8 Q W fI It ?i 4't it �. Ji... '. _ V-1 i I1 ' L� C900 1 i > < ::{ < a F ( W Ro 7 a I a of r a !6.J7 PV -2 '� ao ,' 1 • PV -1 C900 i i+ ?1 i ;i "341 i C0 i34 6 Cp p� G P �fY+ .. V 1 - R R -76L $ a _ P V 1 Q0 9l 6.00 !::: 0 ELNSL .. ' ;' L,......• O N ..p.i WA N co i itD M fp 900 8'i i PV -5 o {i ' Fates' 5' i10 -E'- c900 , - > Yt 1 I I 1: UK i / :!7 -*1' I,•r :=' E i •% ' 5.. - k �-• W �i � coop schwa. N 1i 1 66 9 19 1. t1AL i yi ;i v,4i• r D' Muit,-Use POU 8' Wulb-use Path t: y f /1 > i [ f W ? > I lL i E fxi r:IIU" E: A vim: i ti' _...� L• ,�Mf > i -19 :I Ct PV' f Z L 0 J t `UE E I � ? { it �- V,,xiil i t J _ jf,..i W ¢ a x 0900 $ }Ld Ld 3 S a PROJECT AREA C9a0 . o 0 m o Future s C900 y 0 PV -2 C900 3EN 20.00 C900 8 � f- ng PV -1 W W U W W ryp } o N z oa x 00 Development W RIGHT-OF-WAY 11. U C9001C900 PV -1 a - a � EPf.I- C900 V -t - t 0900 V i Z 3 t � a 0co N � O Ln w i CD J S� 20 FUTURE DEVELOPMENT 3.81 ACRCS i � I PV -1 x U_ Q W � Q W0 C900 00 X Q n w •a. S 89'44'52' E (M.) Future Development p-92.20 _R7_350.00 PV- EMENT A=92. 16, R=350. 0p• A=184. 36 _._..... -- ..._-.....__. ...... .................- _ ._.�. -.._._ _...- ..........-._.... -- 660.14' (D. do M.) S PV -1 0600 o gWI s t o' I o Z3 ' 0900 8 V -79L I C900 PV -1 900 I I Fl -I I I I I I° cl v ►V-7FM 20 00 0900 xo.00 ! PV -1 0900 $ 1 0900 I 'J.• ' i ly 3210 East 96th Street a PROJECT AREA C9a0 . N 13.19' R3 0o 0. . m o 33.00 PV -1 - PV- 2 C900 y Z PV -2 C900 3EN 20.00 C900 8 � f- ng PV -1 W 20.00 ryp } 2a. P 5 ' 00 36L RIGHT-OF-WAY W U C9001C900 PV -1 - e PV- �0 w Path eea� ortscrve� liA1! - AIflSA - - ;HRI'SLEF )EALER51 0 NOWMA I W � �EE.EE fEEEE. .,111 R N ILIU rv-xa c9oo Mao' PV -1 C900 C900 a M O'-0' NICU ulOCD SHADOW DOx FENCE 0 0 FE M 0 CO SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTNE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. a. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS & ELEVATIONS OF 'FLOODWAY UMfTS" AND "100 YEAR FLOOD LIMITS` ARE SHOWN FOR REFERENCE ONLY. DEVELOPER/BUILDER/INDIVIDUAL LOT OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.MA) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT/PROJECT CONSTRUCTION. SITE PLAN NOTES= 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE GRADING AND UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6.SEE SHEETS C900 FOR DETAILS REFERENCED. LEGAL DESORPTION PROJECT DATA - E?R I 'J.• ' i ly 3210 East 96th Street a PROJECT AREA -!9 PV -1 N s PV -2 West Lot: 270 spaces manholes, inlets, valves, and marks made upon - PV- 2 e ? 4 ,i PUBLIC STREET NAME > > FfF:Fr!F� ?rCC i;.F.0 1? EYa' ! ,FLIEY.IS iif /ti9if _ _ L -6 p SITE PLAN LEGEND - V-1 C90110C900 $ PV -1 C900 V-1 ' i I !E RIGHT-OF-WAY - - - C 90 P -1 C9001C900 PV -1 - e GUARD RAIL 1 - 1 DESCRIPTION DETAIL SYMBOL PV CHAIRBACK CURB AND GUTTER - -1 REVERSE SLOPE CHAIRBACK CURB ROLL CURB AND GUTTER COMBINED WALK &CURB ?e&4 CURB END TRANSITION DETAIL REFERENCE WITH E cE -2 zero f - C703 PV 1 N PV -2C900 8 fI It ?i 4't it �. Ji... '. _ V-1 i I1 ' EaIrJiE=L[F!•: �...,_� C900 1 Ro 7 a !6.J7 PV -2 1i -2 v, PV -1 C900 i i+ ?1 i ;i "341 i C0 i34 6 Cp p� G P �fY+ .. V 1 - R R -76L $ a _ P V 1 Q0 9l 6.00 !::: 0 ELNSL .. ' ;' L,......• I . i1 ! : ..p.i WA N co i itD M fp 900 8'i C900 PV -5 {i ' Fates' 5' i10 -E'- c900 1 I 1: UK i :!7 -*1' = 5.. - k �-• W coop schwa. N 1i 1 66 9 19 yi ;i v,4i• r D' Muit,-Use POU 8' Wulb-use Path t: f /1 PV- �0 w Path eea� ortscrve� liA1! - AIflSA - - ;HRI'SLEF )EALER51 0 NOWMA I W � �EE.EE fEEEE. .,111 R N ILIU rv-xa c9oo Mao' PV -1 C900 C900 a M O'-0' NICU ulOCD SHADOW DOx FENCE 0 0 FE M 0 CO SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTNE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. a. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS & ELEVATIONS OF 'FLOODWAY UMfTS" AND "100 YEAR FLOOD LIMITS` ARE SHOWN FOR REFERENCE ONLY. DEVELOPER/BUILDER/INDIVIDUAL LOT OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.MA) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT/PROJECT CONSTRUCTION. SITE PLAN NOTES= 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE GRADING AND UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 6.SEE SHEETS C900 FOR DETAILS REFERENCED. LEGAL DESORPTION PROJECT DATA - HOt_EY mot -Er CAUTION PROJECT ADDRESS 3210 East 96th Street UNS U1 DIG LPLANISAREGBASEDN PON PROJECT AREA 29.20 ACRES TOTAL PARKING SPACES West Lot: 270 spaces manholes, inlets, valves, and marks made upon 8' Multi -Use Path East Lot: 1003 spaces ACCESSIBLE SPACES 4 UNDERGROUND UTILITIES FOR WHICH THERE IS NO PUBLIC STREET NAME East 96th Street SITE PLAN LEGEND PROPOSED CONSTRUCTION BUILDING SETBACK UNE EASEMENT UNE - RIGHT-OF-WAY - - - CENTERLINE FENCE - GUARD RAIL 1 - 1 DESCRIPTION DETAIL SYMBOL PV CHAIRBACK CURB AND GUTTER - -1 REVERSE SLOPE CHAIRBACK CURB ROLL CURB AND GUTTER COMBINED WALK &CURB CURB END TRANSITION DETAIL REFERENCE WITH REF%RIC& TO SHEET C703 No. F R ETAIL n:9 -�'"w NIYi. "Ct c HOt_EY mot -Er CAUTION T 1,� O N r T SEP D UNS U1 DIG LPLANISAREGBASEDN PON SHOWN ON HIS ABOVE BLIND GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon 8' Multi -Use Path the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO A ..... ^ .. _ _ _ _ � ABOVE GROUND ENDENCE OR FOR WHICH NO ABOVE