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� %` 'I ..• �c , �J ., �0 6 .' 6 273' (RIDGE TO RIDGE)
<br /> 0' 200' 400' 600'
<br /> y 54' (4-PACK
<br /> �6-PACK). 21` 21' 21' 21'
<br /> f 78' 6-PACK 78' 6-PACK o
<br /> WIO '' AISLE ( AISLE 19.5' 15' 19.5' A/SLE ( AISLE
<br /> 10.5' 1050j� V �N
<br /> �E1 n pN�-WA �� A.P.N.
<br /> m IOX l.OR' �10� 10.8' ZONE� 70046 ��y 080 4J
<br /> ' AY
<br /> R196E
<br /> 60
<br /> RIDGE �dAp g0 R11/EW v* r-
<br /> 10
<br /> N. ,
<br /> FG ELEV. 31.29 FG
<br /> EL M. FG £LEY 30.00 ELEV 31.29 13a 0 R� p R' ��,a `V
<br /> ,� A. N' , W1p R�W0• N0. �� SITE PIARI
<br /> glSl-E SEE DR MGE PAD 24 D/ W/ 6" DEEP CONCRETE A•p'N -09 40 Sj•0p' ` r� fES
<br /> WAY _060 pER of �`�V� Application # 1900,197
<br /> ONE �, �_PAOK�� RING AROUND PIPE (TYP,) 132 �0 `V
<br /> SECTION ON THIS SHEET ''
<br /> TYPICAL SECTION A p,N_°s WAr --~, s Received �� on yh ,
<br /> " J L A 2_06° URµL ORN R-17 ��` ' �,� o. 69,890
<br /> ,� ' _wAr pIS HORIZONTAL SCALE ONLY,• 1"=40' ` •N oz 13 �y1pE R OWO NO 1� yFl1R TOM � `o�•Z. � EXPIRES 930-20 �
<br /> k -
<br /> ONE q.P6 ,05 40 00. = COR oT € - -
<br /> i' ,� _ � A
<br /> k. � _06-°� 132"4 ° p�R sJ N 20g3.�3 OP ONS �`� �o\�" �v
<br /> 132 1 0 1-49 E -_ O 2 LA0•) Com,
<br /> APPROX/MATE EX. WELL SIT£ S 1 7' ( r^.*� `�'��. oaG�,q
<br /> A�
<br /> SLE r n 1 GUARD SHACK (12' X 12) - ter ` -� -�� s�C2
<br /> �. �. - P
<br /> ONE
<br /> �E, �j, ,6 ` 6: A•P60_09 zp(�L Z9) 77CO460p - ^ ��� '�
<br /> .
<br /> 2 2� �G
<br /> 'PACK S pgK) & '` �p � - 6 �- �� 2 F-'-• En
<br /> 3 6 � �
<br /> 1 76 - Fy. , �yIDE 7 A•P N• 02 POLY �
<br /> �o� �a ' �a F' , ,�+ 78 -050.0 A060- Z z a q0•� _ _ 6 .� l / w
<br /> r 132 _ g 132 z ( _ / U w
<br /> DENOTES VEH/CLE q.P•N' ` 1050 ° 6 _ �. 6 "r'�-9,0 ;� C ) z •-
<br /> DETAIL , I COUNT IN (PACK) LINE t n I N• 132 A P.N.N1 OA Q ` orp•2 Cn -
<br /> A.P _060-° pN R }, 6 �` •` o cn0 Li
<br /> SCALE 1`40'= N 132 N ;; 1 _� 25 _., �.++� _ 6 'h �Oa �co P ��u W cn
<br /> A•p 0-19 1 = t . i6 �� .� �. LIMIT OF �� a o
<br /> 132-OS 1 4 Z5, _ 6 +�: 25 4 IMPROVEMENTS A C.O.S. BENCHMARKC446 _j
<br /> z _
<br /> A p.N'y05 0 ' 1 �s ¢ 1 6 1 :� 191 (NAVD88 DATUM) � o v
<br /> , 0 N 1 6 _ ��\ 132-070-16 U z
<br /> z,\ \ a 132,05
<br /> 32 n 1 4 - +,.` 5,31`21'36"W 91.45' go
<br /> N ate" z. .00 1 _ J� 6 - ti; �� _ 6 �, ° Z o v
<br /> a? N N N• 132,070 y ¢'' �1 _ �� '.� 6 � �r C� tip'', h v � z 3
<br /> 0 4r ,
<br /> i 132-Olu 4 \P\ to
<br /> A p�0-1 1 �� 4 "� g � b �� Q (�
<br /> r
<br /> A'P�0-°6 ENT TO b1 �� /.� 6 4 _ �� '�,� !.�. U
<br /> 132.0 �0.5 & S'001
<br /> 1 r GA 6 �� 6 f f` EX SACRAMENTO &
<br /> A."' 05 2p� 5 0 TO THE 55' t , D0_0L :z 6 6 f �� SAN JOAQUIN
<br /> 132-07 \ p�U f 6 �� ♦ ;,; DRA/NAGE DISTRICT
<br /> A.P'N' 02 A•p.N• 03 t4 \ - ` 1 6 6 �;;%{ EASEMENT,
<br /> 132-014j
<br /> 32_0 0 132_070 \ p 160 Og_/- 1 _ �' _ �� ,
<br /> OR 3501-432
<br /> O O 9
<br /> ` �� sl
<br /> T 0 LIMIT OF
<br /> �., o ,., IMPROVEMENTS 4 �``� 6 ♦ �I
<br /> ,,; -r \ BASIN FENCING G �� _ 6 '` _.� ♦ '';''r �I
<br /> AROUND/p�Nh0/d ALN 6 4 y `� s ♦ 1b ��`
<br /> 109 YEAR P �`� _ ' �•
<br /> FLOOD CONTOUR \ RE7ENII ,40
<br /> 6 h
<br /> 71
<br /> 1.5' I&ICL£OYFRf 1NG
<br /> N34 54'58"£ 104:72' \ �� _ ;f
<br /> I �, .o i g_ ZONE AH \ n,. �, .� • ,r ���
<br /> 25' -20' `moo. 7 (EL 29) \
<br /> 4;
<br /> FEMA AAP N10. 060770046OF s 6 ( Q Z
<br /> `�'9.o ZONE X, ,Q` EX. P.G.&E. POLE LINE '. 4 / 0
<br /> o y STORM WATER BASIN g ,
<br /> ?p. FEMA A�4P N0. \ $�'S EA EMENT, OR 381-306 1 RETENTION VOLUME 20AC-FT �� ♦ r` °
<br /> 06077C0460F O !"1111901 4-90 BOTTOM AREA.• 12.25E AC FT
<br /> q `sO �S-p0 ¢8'- ..�' 1 TOP AREA.• 19.61 AC-FT
<br /> PARKING STALL DIMENSIONS ti
<br /> SCALE 1"-40' ��, ►9� 4 0. .� _
<br /> EX. TOP �
<br /> 54' 4-PACK oho 6 OF [Evf
<br /> 15' DRAINAGE PAD o CZN_ 7R4L C
<br /> �, \ ALL/�QRN '9 46 ♦ �.' LIMIT OF
<br /> '� j�4CT/pN IMPROVEMENTS
<br /> 1a`/41 G }
<br /> \0 L1 O rti0.
<br /> Q . Arp m m z
<br /> � GENERAL NOTES. 13z-ora_18 z z Y _ o
<br /> 1. S/TE BDUND4RY /S B4SED ON RECORD OF SUR!/EY BOOK 29, PAGE 172 FILED FOR RECORD 12/4/1987. L (n 1 _j _ � 8 N
<br /> 5f AW _10_' NO BOUNDARY SURVEY WAS PERFORMED. BAS/S OF BEARING AND ALL OTHER BDUND4Rr INFORMATION /S A'PN T32_O70_ 2 a
<br /> 845E ON PUBLIC GIS INFORMATION. i 12 t�/c
<br /> FG ELEV 30.00 FG £LEY 30.00 2. ASSE3'SOR PARCEL NUMBER.• 132-070-10 �Q p1a 50 MOTORCYCLES Q
<br /> �'�/ 10, 12&�t TOTAL INVENTORY STALLS
<br /> ,3. SITUS ADDRESS.• 3263 51ST CHEROKEE ROAD, STOCKTON, CALIFORNG4 95205. � O
<br /> 00 DRAINAGE PAD SECTION 4 zoNiNG. ABBREv/A TIONS p� Lo
<br /> CD
<br /> 5. FLOOD INFORMAPON.• THE AREA IS WITHIN ZONE AH (BASE FLOOD ELEVATION 29) & ZONE X AS SHOWN AC-FT ACRE FEET MH MAINTENANCE HOLE STANDARD WIDTHS.` O �' W
<br /> SCALE 1 =6' ON F.I,R.AL PANEL 06077C046DF, DATED OCTOBER 16, 2009,
<br /> AC, ACRES ND. NUMBER �
<br /> J
<br /> 40' WIDE RURAL DRNEWAY 6C14 . EASEMEN75 SHOWN COME FROM PRELIMINARY TITLE REPORT DATED APRIL 19, 2019, PREPARED BY OLD TWO-WAY AISLE. 25� U 6J Q
<br /> CONCRETE/ASPHALT RIGHT OF-WAY LINE REPUBLIC TITLE COMPANY, ORDER NUMBER 1231000202 OC. A.P.N. ASSESSOR PARCEL NUMBER OR OFF/C/AL RECORD ONE-WAY A/SLE. 21 � O > Z
<br /> SURFACE DRAINAGE NEWTON ROAD CONCRETE/ASPfIL T PER/METER TWO-WAY AISLES.• 25' �+ �] O
<br /> "' SURFACE DRAINAGE 7. BENCH MARK USED.• C.O.S. CITY OF STOCKTON P.G&E. PACIFIC GAS �c ELECTRIC 6-PACK. 78
<br /> o o ELEYAT/ONS REFER TO NA083 DATUM. 4-PACK• 54' O � w � � d
<br /> h h 3 PACK. 42'
<br /> CITY OF STOCKTON BENCH A9ARK NO. 191 D DELTA R RADIUS 2 PACK.• 30' �"' CoN I ELEYAT/ON = 32.14 (JANUARY 2011 CONYERSION TO NAY988) W
<br /> BRASS DISK MARMING C.O.S. MONUMENT STAMPED "6S-3" IN MONUMENT WELL ON THE CENTERLINE D/ DRAIN INLET SD STORM DR4/N NON-STANDARD WIDTHS LABELED O �,
<br /> 100' X 4D' OF THE PAVED DRIVEWAY FOR THE NORTH LEVEE ROAD OF THE DIVERTING 04N4L ON THE EASTERLY
<br /> g (12 VEHICLE) S/DE OF CHEROKEE L4NE. *RfWSED 04/03 DWG, DRAWING S.F. SQUARE FEET
<br /> rn` PULL OUT I o o DROP ZONE 8. ELEVAT/ON INFORMATION. SPOT ELEVATIONS SHOWN ARE GPS ELEVATIONS. EL ELEVATION SJ.CO. SAN JOAQUIN COUNTY
<br /> N (2.Qt AC.) h Run+1'1R4'E � ;3:. (2.0t AC)
<br /> �-; w �
<br /> - _ (�' nuc ) �^oR4l�L4GE 9. STORM DRAINAGE SHALL BE ONSITE, PER SAN J04QU/N COUNTY STAN�RDS. ELEV ELEI/ATION SS SANITARY SEWtER LEGEND E
<br /> DR4/NAGEY RIDGE f0. SANITARY SEWER SHALL BE CONNECTED TO THE CITY OF STOCKTON COLLECT/ON SYSTEM NO. 9 PER EX. EXISTING TYR TYPICAL co
<br /> LD I RIDGE ` i CITY OF STOCKTON STANDARDS. THE PUBLIC PORTION OF THE SANITARY SEWER LINE SHALL BE + , ,:1+ EXISTING GROUND ELEVATION � 1O
<br /> 54' 101.25' 55' 40' 30' 50 X 30 (50 DEDICATED TO THE CITY OF STOCKTON ALONG WITH AN ACCESS EASEMENT. FG FINISH GRADE W WATER
<br /> ° MOTORCYCLES) COS BENCHMARK 191 (NAVD88 DATUM) Z �
<br /> 11. DOMESTIC WATER /S PROVIDED BY CAL/FORMA WATER SERVICE COMPANY, PER CALIFORNIA WATER SERVICE L LENGTH f PLUS OR MINUS
<br /> 6 PROPOSED PACK NUMBER
<br /> PEDESTRIAN - ----� COMPANY STANDARDS, MAX. MAXIMUM
<br /> PATH OF TR4YEL 12. LANDSCAPING PER DEVELOPMENT CODE: - - - RIDGE SHEET
<br /> ' 4'il PROJECT DESCRIPTION:
<br /> E 13. THE RE7ENT/ON BASIN SHOWN IS PRELIMINARY ANO MAY VARY PENDING F/NAL DESIGN CRITERIA
<br /> • --- LIMIT OF CONSTRUCTION
<br /> a DETERMINED WITH CONSULTATION WITH COUNTY PUBLIC WORKS. FOR THE PURPOSE OF GENERAL PLAN THE PURPOSE OF THIS PROJECT /S TO DEVELOP A SITE THAT CAN STORE DAMAGED RECLAIMED AND/OR ---D a FENCING
<br /> PARKING: COMPLIANCE AND ONGOING MAINTENANCE THE RETENTION BASIN 5H4LL BE MASE PART OF A COUNTY S�4LYAGED VEHICLES FOR THE PURPOSE OF SELLING THEM VW AUTO AUCTION. THE SALE• ARE CONDUCTED
<br /> J
<br /> 0-0 72 REGULAR PARKING STALLS SERW -AREA (CSA) PER COUNTY FORMAMON REQUIREMENTS PRIWILY (70Z) INTERNET SERVICES. NO VEHICLE DISMANTLING, SERVING, MAINTENANCE ETC. IS
<br /> BUILDING AREA DETAIL 1 HANDICAP PARKING STALL (VAN) CONDlJCTEO ONSITE. THE VEHICLE INVENTORY AREA IS PG4NNE9 TO BE AGGRE64TE BASE AND THE " DIRECTION OF ONE- WAY AISLE
<br /> 1 HANDICAP PARKING STALL 14. PROJECT SITE TO BE ELEVATED TO BE ABOVE 100-YEAR 845E FLOOD ELEVATION AND STORM WATER BUILOINGM, DROP-OFF AND DR/VE THROUGH AREAS ARE INTENDED TO B£ASPH41VCONCRE7E SURFACES 100 YEAR FLOOD CONTOUR
<br /> SCALE 1"=100' 74 TOTAL PARKING STALLS 84SIN� TO BE SIZED TO OFFSET FLOOD PLAIN DISPLACEMENT WITH APPROPRIATE LANDSCAPING. THIS PROJECT MAY BE CONSTRUCTED IN PH45ES.
<br /> OF 3 SHEETS
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