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1200 GALLON
<br /> Existing Var. Existing
<br /> ' ) pflvernent7pavement Var' RESIDENTIAL SEPTIC TANK
<br /> PROPERTY LINT: --- -
<br /> ��^ o MODEL JS1200
<br /> aall�[1t, DRAIN PIPE Min. 0.5' Variable slope (10% max.)
<br /> f— — to meet existing ground. VII. Disabled Access Parking. ACCEPTED BY UPC
<br /> 090090
<br /> �a�OD
<br /> SECTION A—A (a) Locstiorj• Toe accessible space shall be as near as possible to the primary entrance of
<br /> CATCH BASIN A budding. CONCRETE LID STANDARD
<br /> GRATE
<br /> (�/W R/W (b) Size and Desifln.The following elements shall be used in the size and design of
<br /> � Handicapped Parking spaces. 4" INLET & OUTLET� E PIPE
<br /> FL01tfLINE OF Alternate edge Res. 15' R
<br /> GUTTER Comm. 25' l2 (1) The accessible space must - �- �, • . ' . ¢ .. . :. � AND FITTINGS STANDARD
<br /> M 1 Ditch flowline ,�A permit use ofe4herof car doors
<br /> /�` "'w`"°� ""' "'"'"'""°'"" INLET INVERT O + -
<br /> PLAN A-. •' " (2) Bumpers are required when YR r.o >.���� /
<br /> --- ------------ -----------
<br /> i – 12 Min. diameter Cress no curb barrier is provided 9 Aon u
<br /> STRUCTURAL I pipe where required. whlchWihPfever,tencroachment Mo.E
<br /> SECTION Material per See notes 5 & 6) of cars over walkways.
<br /> PROPER s1 chart below
<br /> 0» LINE 2" MIN, FLOW LINE ------ --- - - `- � � " � �- -� {3) Wfioetchalr users must not be L �»
<br /> Set pipe in line with forced to go behind parked cars
<br /> i Irr..AKrlNt
<br /> , ,.�-�-• OF GUTTER � Edge of existing pavement other than their awn. ..�..,w �'Z
<br /> •.;. _�•� � existing ditch at 9 9
<br /> ; _.� ", , elevation 0.25' to 0.5' A "''�°'""' ._a�, INCLUDES OPTIONAL
<br /> • SIDE INLETS
<br /> +� below exist. flowline. (4) When only one space is -; Al
<br /> provided it shall be R van, 17'
<br /> 4" Q.D. 12 GAUGE 2 SECTION A-A SCUT PIPE FLUSH WITH RURAL DRIVEWAY wide, outlined to provide a 9' SINGLE PARKING STALLS .,h,=S° L
<br /> GALV. STEEL OR NON-BELL FACE OF CURB parking area and a B' loading
<br /> CAST IRON OR 3" X 5" RECTANGULAR I TYPE W STRUCTURAL SECTION and unloading area an the
<br /> (Min.) (Max.) (Min.) AC/AB (Min.)PCC passenger side of the vehicle.
<br /> #iln. Irtax. MTn. #tin. ,
<br /> RURAL OR TEMP
<br /> RESIDENTIAL 12' 25' 2- /4AC - 4" (5) when more than 1 spamis required,2 spaces can be provided wlhih a 23'wide area,
<br /> or 26'includirg a van space. .e , . Q.,•. r' .. :. .'4', :• t•a'.. •:.'' " . +: . y'- '4
<br /> fiX6 - W1.4XW1.4 AG, TEMP
<br /> WELDED WIRE FABRIC 2" MIN. COMMERCIAL, _ " " (6) Each parking space is required to be at least 18'Ione.
<br /> TEMP INDUSTRIAL 15 4D' 2 /6A fi
<br /> • • Tj' v v. MIN. (7) Surface slopes of parking areas
<br /> NOTES:
<br /> - - : SIDE VIEW
<br /> -�'r - n• r • • • .• a. • _r - .... NATES: for the disabled Should bo ---- .. _.
<br /> • �---� ALTERNATE DRAIN PIPE 1, FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE mirdmal,but are required not to
<br /> b f Dy�AiN PIPE exceed 11400 in any direction. § DoH CUTAWAY
<br /> AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. WX RPM
<br /> 12" ¢" 2. At an intersection, no driveway shall be placed within 30' of the
<br /> MIN. 4» i 4" point of intersection of the master planned R/W lines. (8) Ramps shall not encroach Into `
<br /> MIN MIN 3. Driveways shall be at right angles to the street. any parking space.
<br /> SECTION E3_B j 4. Circle driveways are to be no closer than 75' between centers (residential) ti
<br /> or 80' between centers (commercial). (9) When less than 5 paTkng spaces
<br /> 5. When cross pipe is used, it shall extend a minimum of 2' past the toe of fill are provided s buildings end
<br /> NOTES r slopes of the driveway, all fill shall be compacted to 95% relative compaction,
<br /> fasilitias, one shall be sized In
<br /> 1. PROPERTY OWNER SHALL BE RESPONSIBLE FOR CLEANING ANO MAINTAINING PIPE. Maximum fill slope 2:1. i accordance Wth Itern 5 but need DOUKE PARK MG STAT LS
<br /> ® MINIMUM SLOPE TO BE 0.5%. 6. Pipes shall be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, not be idenfified for
<br /> 3. UNDER SIDEWALK DRAIN MAY BE USED WHERE APP'ROVE'D Ff r4- AGENCY, the size varies according to the hydraulic requirement. handicappadidisabled use only
<br /> _ - - �tv i I I i
<br /> I'MMS10N DATE COUNTYWIInE lMPRQVEMENT STANDARDS ,ar�ptz�eo at/ -- +`� "'� `" DRIVEWAYS ____._ _........__...� __ _. _ .
<br /> COUNTY OF SAN JOAOUIN 1 Feb. 1996 PID ,.
<br /> C4
<br /> - �N JOIWUIN CWNN WT RURAL, AG, & TEMP 8
<br /> UNDER SIDEWALK DRAIN � 2jwwtea7 ' DIM IV - JLD
<br /> IMPROVEMENT awwr w COUNTY OF SAN JOAQUIN SEPT. 1991
<br /> FOR PARKING LOT
<br /> IMPROVEMENT ,
<br /> STANDARD NO.' �.�. NONE °�"�"�¢'�„� ��� R — 17 J
<br /> I it i
<br /> L � _ _ .. . .. .. _ � _ _j
<br /> 4 2{a64 i4 pyp',� llor'ii Arnrritan ':ecnfilcal jQrvic? No. 5050 P. 7
<br /> s � SAN JOAQUIN COUNTY LIQUID CAPACITY: 1200 GALLONS LIFTING ANCHOR
<br /> Et10 alainSteet StoNVIRONMENTAL ckton,DPARTMCNT BOX DESIGN LOAD: NON-TRAFFIC, UP
<br /> �';. . 95202.3029 TO 3 FEET OF SOIL COVER, MAXIMUM TOP VIEW FOR COMPLETE DESIGN
<br /> The sign shall not be less than 17 inches by 22 inches iT+sire with lettering rat less r�' Telephone:(209)468-3424 itax.'(209)464-0138 Web:www s)gov orWehd 5OO PSF
<br /> than 1 inch in height,which Ocarly and conspicuously statea She follomring: '{rr^ AND PRODUCT INFORMATION
<br /> 'Unauthorized vetildes parked in --- ------------ IaERCOLATIQN TEST RATE
<br /> CONTACT JENSEN PRECAST.
<br /> pg]ate � g pacards or -_ r �{ (�D__ er1r: . Uaicg) ©7/13/05
<br /> designated accessible spaces not � aoos=tss ars Locamor►: 4��5��,,,. .__4Zp rtt - ^�....
<br /> d;s la disti uishin Q%NERNAME: _ gi FATZ�k CHvv,C DATE: I�-9-2A�9 JS1200_B.dwg
<br /> license plates issued for persons with 'REE sTANDMO, I APN:_ 470- ?O —___APPLICATION 0: �h 07PC_L�l� —� GEFTH TOFIRSTWATER, F�1 2004 Jensen Precast
<br /> disabilities may be lowed array at SiGks -.....__.__ ! i sora TYPE' �,rcN
<br /> y _.�s .._.--. - ---- - --
<br /> owner's expense,Towed may `7D'a i"' "'�t REMARKS •_� pE 'rGyrr- �ttztLtnks T wrtti Trac r� Q•f�{ 2fa09 �-- .� s^�
<br /> be reclaimed � 0 by �i ----------- --__—� TYPICAL DETAIL
<br /> to re cla VAN AxfSSiDLE-� --.—
<br /> w° t °'fua£p I L0GAT10N OF TEST Hb LES show wells AlVG srai,CTu,trs
<br /> 51GN 5
<br /> Blank ®paces are to be filled in w th _;_ i I.�.. I t '
<br /> appropriale inforTmation as a permanent NOT TO SCALE
<br /> -I I--t-f s-, _ , i C FINISH AS PER PLANS
<br /> part of the siert, I I r I I - GRAVEL TYPICAL. , . _ I GROUND
<br /> NATIVE BACKFILL
<br /> X STING GR
<br /> ,� _i e � I •;' 1..._I._.r _.�...I._i...�. .,t-r-,;.,1�,. r � /'o--i � 'i € .
<br /> 15 LB ASPHALT SATURATED
<br /> -_ i _Vt _ f I E _ 24FELT OR APPROVED EQUAL.
<br /> MIN,
<br /> l"f f'I i
<br /> 2 1-1/2 INCH DRAIN ROCK
<br /> SOIL PROFILE Irr REGUTAED ,_,i,;>
<br /> Vill. Required Parking Spaces;. Appendix B specifies the number of off-street parking Depth Soils pepth &oil l e Depth 5nil TyF$ pepth__ Svil T e Depth Soil Type
<br /> spaces that are required for each land lase_ All site plans for deveio rent must inc:ude a � -- --- -
<br /> s E
<br /> table showing that off-street parking spaces will be provided in the y laniities set forth in 6
<br /> this Appendix. c
<br /> Test Hate 4 1 Test/Hole k 2 9
<br /> i �arce�� I:Vrneter, M ,n Oe the in parcel: Diameter ,n De the in 42 4 PERFORATED
<br /> (a) Reauir-e__mer�Cum�lative Where Tables A and 13 set forth rrv,)re Man one(1)requirement MAX. PVC PIPE
<br /> for a given use type,those requirements shalt ba crzrtluiat{ve. r
<br /> RFACwlr. W'T"r) 4t/ R@FiuED T,r.ri R ,
<br /> �.,,,.,- -- ... -......_..— A hG WATER CROP WILLED 36
<br /> (b) Spaces Basad on Square Footage. The square footage require,renis,iced in Table S tv 4 ,� �' _ MAX.
<br /> calculate parking spaces refer to the total [enclosed areas of all buiidirfgs on the tot, but �' t7 g 0
<br /> excludes the area of spaces having a height of less than seven(7) aet.and the area used
<br /> c
<br /> exclusively for parMiv and loading. _31
<br /> (c) S�acas Based qn E nPloyees. The employee requirements used in Table R to calculate I F'� � D(a0
<br /> parking spaces refer to the maximum number et ermployees who could ae woeking at one timet__
<br /> when the facility is operating at full capacity.
<br /> '•a,� ,�I o l�,`35D �r 35Zs `�
<br /> . 0.9100
<br /> {d) Co anon of ired Parkin . Whenever the emir,autation of the number of off-street
<br /> 1-1/2 INCH DRAIN ROCKQ�{�FE$$�
<br /> parking spaces required results Ina fractional fridckig Waco,one(1)add#4ionaf parking space —_ 36" RQ /�►�
<br /> shall be required for a fractional space of one-half(11'2}or more. A fra,:ionai space of teas PER:OLATION RATE: 2 i� _minfin PERCOLATfON RATC: minlin don MAX. �
<br /> than one-half(1/2)shall not be counted. RECOMMFFIOED SEPTIC A A: RE-COMMENDED SEPTIC AREA: � w � LY
<br /> __--_---_-- TEST FERFORIv1Ff)BY: Phone: (�cg_WZ�£?�4 Data b'9 J R
<br /> rbST
<br /> I-..- ---- CERTiFiEDBY: - -- P• � 20208
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<br /> OBSERVED 9Y(RENS): Phone _ �,�6 EHO 42-o Data ` 4
<br /> n9m, pE C.TESTrrAlfFagra
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<br /> -------------------- LEACH LINE SECTION
<br /> v
<br /> NOT TO SCALE
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<br /> The design, planning and engineering p C` f'a I
<br /> data contained in this Ian are the sole Ri E V I I 0' N S DATE 08/Iq/Oq JOB No. -I81g5
<br /> P -� _
<br /> property of R. 8, Welty & Associates, Inc. No DESCRIPTION BY DATE DR >� PROPOSED CHAPEL
<br /> - - -- --- ASSOCIATES, INC. CIVIL/STRUCTURAL ENGINEERS SHEET
<br /> and shall nGt be used, copied or dup -
<br /> licated in part or in whale by any other I AL71� PERCOLATION RATE f�Gl<: 5le:. TAS, € t..GAGEf LINE S�GTIOI�I NB IP•t:'L'd9 CK �� PATRICK CHURCH �
<br /> person, Corporation or Compory without ---� -- APPROVED P.O. BOX 1724 (MAILING ADDRESS) C7
<br /> the written permission r i B. Welty & FELIX J. . CAPPUTH SE 2090, C 21298 SAINT PATRICK'S ROMAN CATHOLIC Si APOSTOLIC CHURCH d)
<br /> Associates, Inc. This drawing is not to 521 13th STREET (LOCATION) MODESTO, CALIFORNIA 95353 — 1724 (209) 526-1515 JUSTIN W. LAPP SE 4813, C 6!393 r-
<br /> be used far Construction until it is a
<br /> 17495 S. CARROLTON RD. SAN JOAQUIN COUNTY, CA
<br /> roved, signed, sealed and dated. CF tu"
<br />
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