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Home My WebLink About102,103-00 East 96th St Auto Park Site Dev Plan.1_0c; C3 C' J FU I UfRE [:)EVELOI r 1ENT 3ZI ACRES i i V -19A C900 V-2 900 PV_1 o V -36L R C900 C900 PV -2 0900 0 0� ° RBOC PV -36H ,P _o C900 PV -2 24.00' o C900 O,� 1 S o - T,P o 10 (V CN PROPOSED CONSTRUCTION 00 J > C900 3.8 PV -1 R5 00 C) R3.00' E .... C900 - s7, n0 w.< .� PV -1 ow Jc D I G C900 3 Scat PV -2 °o DETAIL SYMBOL (DCif GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon - the ground by others) AND ARE SPECULATIVE IN 7�t3 900 NATURE. THERE MAY ALSO BE OTHER EXISTING C900 -� 1.00' z R3.00' ron uin C\IInC\IrC W Af r.00CO\Tn 1lIC C V ArT W i' ? 31.00' W (n O O Q i 5' U. E. W LJ� 4.00' 20' T / w o w o w Tn �j 0 < Q - -- cxi.,E «i7t: � 0.t' �N _- Z 0- Q O i Z LLJ LLJw V -36L 7 1J � C900 �, T V -19A 11 C900 } Ld P -1 t � Q C 0 Cf) :J CY� O :1 N N \\ CA O v N Ln CD tl) V -19A C900 m 1U i\ U I RO.50' 9 N V-2 2 ..2o CO C900 tJ i , r _0c; C3 C' J FU I UfRE [:)EVELOI r 1ENT 3ZI ACRES i i V -19A C900 V-2 900 PV_1 o V -36L R C900 C900 PV -2 0900 0 0� ° V - PV_ 1 V-1 900 m 0 Cz, 36 x' .IPV -2 •- t 3 i� i O 41 31' CA PV -1 o. C900 � N 0 r7 0 /PV -6\ o - CD o I o1 s � � U \1 d a. 0 gyp. V-5 1 V- .350 00 195.16' R=350.00' R=350.00' o° ��. V -36H 0900 R40 °o 00 Q V - PV 5 C9 0 14 v-2 o• 900 PV -1 PV -1 C900 C900 1P Ir w o0 13 cY1 o � o � � 0 z . 5 1 PV -1 s •C900 PVV_00, PV-2 CC900 R3.00' 33.00 V- 36L C900 PV -1 C900 Irl PV -2 C900 `�t • ., is \ PV -1 0900 I PV -36H 20.00 C900 TYP 0� r' 4.6 R300 RBOC PV -36H ,P _o C900 PV -2 24.00' o C900 N 4 S o - T,P o 10 (V CN PROPOSED CONSTRUCTION 00 BUILDING SETBACK LINE C900 3.8 PV -1 R5 00 19' R3.00' E .... C900 - s7, n0 FENCE .� PV -1 ow Jc D I G C900 3 Scat PV -2 °o DETAIL SYMBOL 0900 GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon - the ground by others) AND ARE SPECULATIVE IN 7�t3 900 NATURE. THERE MAY ALSO BE OTHER EXISTING C900 -� 1.00' z R3.00' ron uin C\IInC\IrC W Af r.00CO\Tn 1lIC C V ArT W > ? 31.00' W (n O O Q J W LJ� 4.00' 20' T / w o w o w Tn �j 0 < Q - -- cxi.,E «i7t: � 0.t' �N _- Z 0- Q O iZ Q V -36L 7 C900 T V -19A C900 } P -1 C 0 :J 00 O � N Ln CD tl) V -19A C900 i\ U I RO.50' 9 N V-2 2 ..2o CO C900 V - PV_ 1 V-1 900 m 0 Cz, 36 x' .IPV -2 •- t 3 i� i O 41 31' CA PV -1 o. C900 � N 0 r7 0 /PV -6\ o - CD o I o1 s � � U \1 d a. 0 gyp. V-5 1 V- .350 00 195.16' R=350.00' R=350.00' o° ��. V -36H 0900 R40 °o 00 Q V - PV 5 C9 0 14 v-2 o• 900 PV -1 PV -1 C900 C900 1P Ir w o0 13 cY1 o � o � � 0 z . 5 1 PV -1 s •C900 PVV_00, PV-2 CC900 R3.00' 33.00 V- 36L C900 PV -1 C900 Irl PV -2 C900 `�t • ., is \ PV -1 0900 I PV -36H 20.00 C900 TYP 0� r' 4.6 R300 RBOC PV -36H ,P C900 PV -2 24.00' o C900 ACCESSIBLE SPACES 4 S o - T,P o 10 (V CN PROPOSED CONSTRUCTION 00 BUILDING SETBACK LINE C900 3.8 PV -1 R5 00 19' R3.00' C900 - s7, n0 FENCE CAUTION PV -1 ow Jc D I G C900 3 Scat PV -2 DESCRIPTION DETAIL SYMBOL 0900 GROUND EVIDENCE (including, but not limited to, OPV -36H Itv.vv 3200 TYP C900 I- C) 0oicma IN_ 1a I � V -36L PV -1 o W C900 20.00 C900 C900 0 E 24.00 - P 5 _ -- -- C 00 v -36L PV -6 Cl7 C900 C900Ld C900 PV -2 U C900 U v-, Q C900 31 �6 15.00 13.2 R3.00' R4.00 31 00' R4.00' 5 .4 �� 0 Pio PV_ / ° PV -2 PV -2 v-36 PV -2 °" C90 C900 + C900 00 V_ `� C900 '1 PvV 1 C900 . o _ C900 PV -1 P900 °0 111 12630%4 9 r 9 C9 0 14.98 t PV -2 o 1 C900 0 V-1 a 1654' N PV -1 :iliS �....%' 0900 V -1 9A 4 04 6520' 65.20• N 900 RC 75 w 900 Tw 0900 ( 16.37 PV -2 �p t - M/_ 1) PV -1 C 091 1 oo IM -2 I PV -2 00 C900L I C900 CC9 N oI CD °O I PV-, 50 � C90 1 4.3 ° SECURE DEKIVER o GATE AREA N 2.28 TYP - - - - - - - - - g 00 1 1 o.8a ) 24.10' 24.00' N 54.3 0 o16 V- 36L C900 20.00 TYP TYP o a V -36L o � .00 C900 P V- 36H C900 01 V- 36L v-36 C900 C900 PV -2 C900 IN PV -36H C900 VL C0 E PROPOSED C RYSLER�', DEALERSHIP . , . �/ \i i 'V-361 co 0900 N 0: 00 SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RE`_,PONSIBLE 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 r7 CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND M REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO r7 CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS 8'-0A HIGH woo NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS SHADOW BOX F 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) FEEI IN bEPIH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS do ELEVATIONS OF 'FLOODWAY LIMITS' AND '100 YEAR FLOOD LIMITS' ARE SHOWN FOR REFERENCE ONLY. DEVELOPER/BUILDER/INDNIDUAL 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' o - 3210 East 96th Street PV -36H ,P C900 West Lot: 268 spaces 24.00' �0 17.8 ACCESSIBLE SPACES 4 S MOO' - T,P 1 1 9 87' (V CN PROPOSED CONSTRUCTION 00 BUILDING SETBACK LINE O PV -1 0 RIGHT-OF-WAY - - - C900 - Br 1� V- 36L\ PV -2 C900 20.00' IYP. 23.03' o M oa or r -2 I C900 V -36L C900 4.19' prl� PV -36H C900 r s0• 16.32 Pv-2 C900 PPV-2 V-1 C900 C900 9 0 m >(; sD 24.00' ru.>'rtT- Phi% 2 0o z°o _ 1 �o 1.00 T(P. 6.55 N 0 .5g V -19A _.._.!t� ..'v . �o o C900 o co h° CIA TYP. C900 C900 C9` d 9. °' V 36L o 0 0 Q N 0 0 1.60 R� 00 PV -1 PV -1 q r R126.00 9.00 0 - n C900 C9 0 C900 PV -5 TV - . 13603 Py os' C900 t� 02 a :�: W �,• ;. a PV -1 o a V 19A 0 � 00 00 9.00 Q NP 244.86 00 E CID a a0 aD I N. 1900 26.00 \ 195.66 R 6 00 P V-1 r. -� TO,I.i • 900 _. C 9 8' Multi -Use Path ( ! 8' Multi -Use Path E � E ....---...............___--"-.-.- --_ .. ........... ................. ._......... - ------- .... . ----1----------------- ----- --. _._.. ---- - --- ----....._ .. _ _.. ------ -------- -- --- --------- ..........-................................-_ .. PV -7 ........ ......................... E. 5.T -T REE T_ 658.23' (D. & M.)` _ - ;, > r�.;� :�T- �= _ Io C9008' Multi -Use Path 8 Multi -Use Path ... ............................................................. ..................................... _................... -..... .................................... ----..__... __.............. -....... C900 aV-36R PV` c0 ,Rnl STFtELT� C900 ....-- ....................... .. .... ... .......... ....................... ................ _.......... .... .... ................ _................................................. .... .... ................................. ._...... ................ ........ ... ............................. ......... - .... r CT :it^n i`ihli.. .. .. �f.. •l �3�i lCxi •?c 89 660.14' (D. & M - ` i� 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. 3.13EARINGS, 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 DESCRIPTION PROJECT DATA PROJECT ADDRESS 3210 East 96th Street . b400'...'. ,P TOTAL PARKING SPACES West Lot: 268 spaces 37 31 �0 17.8 ACCESSIBLE SPACES 4 COMBINED WALK & CURB PV -1 - C900 1 1 9 87' REFERSNC6 TO SHEET C900 No. F R ETAIL PV -2 C900 20.00' IYP. 23.03' o M oa or r -2 I C900 V -36L C900 4.19' prl� PV -36H C900 r s0• 16.32 Pv-2 C900 PPV-2 V-1 C900 C900 9 0 m >(; sD 24.00' ru.>'rtT- Phi% 2 0o z°o _ 1 �o 1.00 T(P. 6.55 N 0 .5g V -19A _.._.!t� ..'v . �o o C900 o co h° CIA TYP. C900 C900 C9` d 9. °' V 36L o 0 0 Q N 0 0 1.60 R� 00 PV -1 PV -1 q r R126.00 9.00 0 - n C900 C9 0 C900 PV -5 TV - . 13603 Py os' C900 t� 02 a :�: W �,• ;. a PV -1 o a V 19A 0 � 00 00 9.00 Q NP 244.86 00 E CID a a0 aD I N. 1900 26.00 \ 195.66 R 6 00 P V-1 r. -� TO,I.i • 900 _. C 9 8' Multi -Use Path ( ! 8' Multi -Use Path E � E ....---...............___--"-.-.- --_ .. ........... ................. ._......... - ------- .... . ----1----------------- ----- --. _._.. ---- - --- ----....._ .. _ _.. ------ -------- -- --- --------- ..........-................................-_ .. PV -7 ........ ......................... E. 5.T -T REE T_ 658.23' (D. & M.)` _ - ;, > r�.;� :�T- �= _ Io C9008' Multi -Use Path 8 Multi -Use Path ... ............................................................. ..................................... _................... -..... .................................... ----..__... __.............. -....... C900 aV-36R PV` c0 ,Rnl STFtELT� C900 ....-- ....................... .. .... ... .......... ....................... ................ _.......... .... .... ................ _................................................. .... .... ................................. ._...... ................ ........ ... ............................. ......... - .... r CT :it^n i`ihli.. .. .. �f.. •l �3�i lCxi •?c 89 660.14' (D. & M - ` i� 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. 3.13EARINGS, 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 DESCRIPTION PROJECT DATA PROJECT ADDRESS 3210 East 96th Street PROJECT AREA 29.20 ACRES TOTAL PARKING SPACES West Lot: 268 spaces East Lot: 541 spaces ACCESSIBLE SPACES 4 COMBINED WALK & CURB PUBLIC STREET NAME East 96th Street DETAIL REFERENCE WITH SITE PLAN LEGEND REFERSNC6 TO SHEET C900 No. F R ETAIL PROPOSED CONSTRUCTION Drat BUILDING SETBACK LINE EASEMENT LINE RIGHT-OF-WAY - - - CENTERUNE - Br FENCE CAUTION ow Jc D I G GUARD RAIL Scat SHOWN ON THIS PLAN ARE BASED UPON ABOVE DESCRIPTION DETAIL SYMBOL BLIND CHAIRBACK CURB AND GUTTER REVERSE SLOPE CHAIRBACK CURB -S �C) ROLL CURB AND GUTTER COMBINED WALK & CURB CURB END TRANSITION DETAIL REFERENCE WITH REFERSNC6 TO SHEET C900 No. F R ETAIL �C) Drat ME cha Br HOLEY MOLEY' DONT SEZ CAUTION ow Jc D I G LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES Scat SHOWN ON THIS PLAN ARE BASED UPON ABOVE BLIND 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 She UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE � _ S2 n n _ � Q � _ � � � � ron uin C\IInC\IrC W Af r.00CO\Tn 1lIC C V ArT