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STC , �! ®RA3N CALCULAT = ONS
<br /> SCALE 1 »=30'
<br /> MAY 1991 FOND BAS 1 = 9 , 100 SF x 1 . 00 x 0 . 26 = 2 , 366 CF
<br /> co (0 ° ry 5 PAVING ' = 53 , 531 SF x 0 . 95 x 0 . 26 = 13 , 222 CF
<br /> a
<br /> LLIROOF = 22 , 240 SF x 0 . 80 x 0 , 26 = 4 , 626 CF
<br /> ;a
<br /> LANDSCAPE 55 , 461 SF x 0 . 20 x 0 . 26 = 2 , 884 CF
<br /> OR OPEN
<br /> SUBTOTAL = 23 , 098 CF sty '
<br /> x 2
<br /> t° S 17.44'00" E 1007.50' h THE NEEDED P D CAPACITY = SUBTOTAL x 2 = 46 , 196 CF
<br /> rn
<br /> CL
<br /> ft..
<br /> NC�-IF CS
<br /> s6
<br /> 1 THE UNIMPROVED AREA,' HOWN ON THIS PLAN IS NOT INCLUDED IN THE POND
<br /> DESIGN . THE POND WIC+`',L NEED TO BE RESIZED AT THE TIME THAT
<br /> IMPROVEMENTS ARE CON " RUCTED IN THESE AREAS .
<br /> 2 . THE DEPTH OF THE WATE`N{ TABLE IS 65 FEET BELOW THE EXISTING GROUND
<br /> SURFACE . THE POND DEti H IS 8 FEET BELOW EXISTING GROUND.
<br /> ° tK
<br /> Ld SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTIfr1ENT 0 U L_ E
<br /> IMPROVEMENT PLAN APPI,4JVAL i
<br /> I a' 1. STORM DRAINAGE: TERMINALE ... ON SITE CO)M.POND C3 CHURCH ( FIXEtD SEATS ) 225 = 7 5
<br /> O 2. WATER SUPPLY: PVT WELL r- PUBLIC[ ] CAL-WATER Ci -
<br /> �O 3. SANITARY SEWER: SEPTI �p PUBLIC1L_
<br /> -] FSSP��` SCHOOL ( EMP YEES 9 -
<br /> 4. TOTAL PLOT d AC DEVLP.SIZEr._-_-------�-•�-AC 3
<br /> Q 5: 100 YR FLOOD EE EVA -
<br /> NGVC ABOVE N.G. � r
<br /> L0 AOB TRAFFIC OTHER _
<br /> �. FEEs: DTr RESIDENCE ( R :S . + EMP . ) ;+ 1 2
<br /> REMARKS: HANDICAP SPACI` S 3
<br /> - �3r `
<br /> ', i ,
<br /> kr 7
<br /> w -
<br /> uNIMpRovro AREA TOTAL. PARKING, ' EQUSRED
<br /> TI-Il5 APPROVAL 15 BASED ON A DETERMINATION THAT THE DIRAINAGE CONCEPT A5 - 8 3 Approval of I' °� ' r� +� irti � ,
<br /> SUBMTTTED MEETS THE COUNTY REQUIREMENTS AND DOES NOT RELIEVE THE
<br /> �'6 +�3'1.� ,17;ii1 not�B COt'' ;rta C1 �V 0
<br /> peririt or an ii�;P rove of any vio!ition ->f
<br /> DEVELOPER OF THE RESPON5IBILITYOFPROVIDINGADENAGEPL NASA£. ANY TOTAL PARKING IROVIDED 103 SeCtion of the Ur'lilo.m) !- re Code, ��,`=;IDE a#
<br /> AMENDMENT,OMISSION OR DEVIATICN FROM TF DRAINAGE:PLAN A5 APPROVEDrOtOCCiOntSSOCicllDt? r�Lar;c{ards Dr gat, .li;acl f?
<br /> SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER(PRiOPERTY OWNER).
<br /> Tiff TYPICAL PAR', ING STALL IS. 9 ' x 17 ' County Codes or Or rallces.
<br /> TRASH ENCLOSURE APPROVED: `
<br /> FOR DIRECTOR OF PUBLIC WORKS DATE � SlgpEf�
<br /> n 55' 12" CMP SEE BUILDING PLANS 31. 0 j 1.00 DatE?
<br /> o CULVERT >_ �pp� nA �€I I�t�q,.Ihryy ��p rCryr{� p_
<br /> -- -- t�0 �° �O� C ! s3sltrJVMVl11 bVVi1l1 y�� AU�f rf`�G fT`tyf, �I�S L
<br /> Lu 31.00 30.3a 31.00f 1 a
<br /> ^� - _� CONST �$ 87F88 B9 90 91 9 93 94 95 9S 97 98 99 1015 ]01 ]q2- 103
<br /> CONST C$ RIM 30.40
<br /> �o InXISTING ,ROUND SPOT ELEVA;�'ION
<br /> RIM 29.70 �� INV 25.79 - 30.80 30. 0
<br /> �, _ �. _~ -» AT 5=0.002 CONST CB
<br /> 3080 105 12 RIM 30.20 EP 29 ab EXISTING GE OF PAVEMENT ELEVATION
<br /> W I �MIQOO
<br /> ------- -- -
<br /> INV zs.00 -�= 1 f N
<br /> ---- - - --- T INV 2s.aa _.__._._.
<br /> 30-� . 31.00
<br /> 3070 0.90 _
<br /> 31 31.00
<br /> -- ---__-- - _... _- 31.00 00 FINISHED G ADE ELEVATION ':
<br /> _.. -r_ 30.90 WALE IN P I
<br /> �- PROPOSED WELL E:l - - - c 'VEMENT ( 1 % MIN TYP . )
<br /> [] LOCATION � o r
<br /> a ...._ �. 1 -- CURB ONLY
<br /> ±0'007 All
<br /> t�
<br /> o
<br /> E 16 15 14 13 12 31 10 9 8 7 V 8 5 }. 3 2 1 n I CURB AND TER
<br /> 1
<br /> G
<br /> CONST CS 30.60 t RESIDENCE T
<br /> 30 70 RIM ��-7a ! ' � � : FIN '=LR - �g 50 F I. I��.
<br /> INV �a.8cs ,
<br /> OW. E C RB AND ;CUTTER
<br /> --------�- - -�•- ;.,. _ •� � . EL 31 80 F L ... .
<br /> r ,
<br /> �' -_ w. �-- 1 I r 112 POLLU T IDN CON'„2OL DISTRICT'
<br /> Sp - - .' /2 ' ASPHALT CONCRETE TC O
<br /> $ ,-i S� tj
<br /> 0 N t' ;O V2"�]4V.'r.as 9
<br /> Ar * hin Yon,Ste.l - `�tu:kton,CA 9570
<br /> 2f x. 12a 27 28 za 3u 3Q 33 34 s5 t- , - ti E; ' AGGREGATE F3ASk'
<br /> r 2 90 AL ao -
<br /> rn� 3z -ja, 9Fb
<br /> -- - - '
<br /> I
<br /> i
<br /> r `;y
<br /> t;,.
<br /> z6 AT �0. 1 1.0 �° 3S DepartmenfofPfan i Fns ectiortr 7prorad ...............................�...
<br /> ftp D'S3
<br /> a0pr
<br /> 1:)00 GAL Applicatiprl c<slion filed wlfh APED
<br /> Li a v �� �= � ❑ P a
<br /> -
<br /> RIM I Cortdilitrils I
<br /> -PTIC TANK
<br /> - --
<br /> - - _ - --- APProvod=5ubecl to: .w ._.._.... �....,�«...�
<br /> INV. 5.15Q r
<br /> I-1J BENCH 'MARK: I- � _ � � Addrr'ss: .....,..
<br /> >;
<br /> SPIKE IN :OUTH FACE OF OFFICE I i Zone:
<br /> 31.63 _L� itit L W --- •...».y `"..
<br /> POWER PC_f: ELEV. -�� F ...-1= t'nr'C�.;,.
<br /> L 0
<br /> O .,fie u' "_�
<br /> CD uses DATJi1 R._.S)TR00MS �" n . :1: .; �, �r .' ....._�.,.
<br /> -� - - Cllt.�i IO,:;rl �
<br /> .�. ► �..
<br /> Flre0l.tri4t: ��'X'�i-c ,I-t.�i� !�'�±�r ) "�- �..Y.k� _�. c:�� i
<br /> E -62' EACH LINES ApF'licrl t �eril'ies Wit II�e r
<br /> 77-4-
<br /> FIN N FLR rto
<br /> ~ WITH 36"fo ITS p Qrcrty 11. ,a w ra I ' Lu,.
<br /> • I.L 31 .80 Y
<br /> � trU(:tt3Y.'.-.i and !r]l}r0'Jpn'Itr1i:, �! -;1GNil. II,� 7NQIC;irit ti,r.r.l'.f cJ (;I'I�+f,ILly.+ I-.fE_Ff.'''v!ts -C. �Ikl:li'Irl ;lllEl
<br /> �� �, tt�COI 00Y with all i'ta condlilon N ='
<br /> n
<br /> s t
<br /> --_ -- -___.._------ 3-'13' LEACH Li JES `
<br /> f
<br /> �, o Signed
<br /> n Owner or�rutherized repn;5�:]:al;vs
<br /> CHURCH CLSRM
<br /> M
<br /> FIN FLR
<br /> FI 4� \ FLR
<br /> 1 ` - N �� *. '�."'n ..fV �ie,irL.lMie!"ln.yf e..3Yr.Tf.f,f 't.- }Yf�'as--}.T:1• 3fY:Yi.- ..
<br /> EL 31 .80 I '� �1 �
<br /> .OURTYARD EL 31 .80 r lentativaApurut'ai ------� __ ly,�r; �y� r���,:r,� .� A�.�� xf
<br /> 31.001 3a:7an)1.Oo kA F r, �,,.� A1�HEALTH i #SIOT�
<br /> C� f y
<br /> ti Y (�+ r:a rt. elf �i :i i.lin qt.
<br /> I ti W//.� �»C r 1
<br /> i Q � CONST C � I
<br /> g '� ' �`. C.�.a.ir.l;n, �'i 0 �I Iii _ . :
<br /> o g g l T�3:
<br /> i I gg I ERIN 31. � � � � �ta•,� fig. �g� 468' 6' CHAIN LINK FENCE � � � 4 � }F 'T"
<br /> b INV 2 ,28 ` WITH 12' DSL HUNG GAIL �i�
<br /> V77
<br /> � � ,q -� � �..._._ X ___.___- x _._ _ ,f _._..._� �( - K _-____._._ H .--..-. � .__._ . __._ __..�.._. �.�. w.�
<br /> Odd
<br /> off, `, `�
<br /> Lo
<br /> TOP OF POND EL 29ROPO
<br /> lit .5
<br /> ',
<br /> '/ ru a
<br /> BOTTOM OF POND EL-2t�-7
<br /> -- =�" - -- - STORM RETENTION POND z4 EL-2+.5-
<br /> ba f (�
<br /> yr 31.00
<br /> EXISTING TREES .,� 0 0 0
<br /> TO REMAIN CLSRM m REQ'D CAP 48,750 CF
<br /> ra-, PROVD CAP 49,700 CF r _-
<br /> FIN FLR
<br /> CO
<br /> . -- -,- -
<br /> OUTFALL
<br /> 29.75 �---- c I 24.85
<br /> -- T_-
<br /> 30.2
<br /> -.._ �-. T S�O.Dx
<br /> -.:.n
<br /> 30.25 30.vF0 0, 15" SD A
<br /> n j - 178' 12" SD 9.75 29.50 2 29.60 ie
<br /> i�.y' ss4^� 999999 ,9 r
<br /> cv O l ► » > > rL �r
<br /> cl-
<br /> i_ - IRM 29.5D5 v �' ti ;�, 5 - ( 1
<br /> J N 17 44 00 W CONST DI 1007.50 I `. �� ,� r���,; r
<br /> INV 25.69 RIM 29.50 .. 1` r �' �� o
<br /> NV 25.33 16.00 98.00 16.00 r' r
<br /> 35. 12" CMP
<br /> II CULVERT1017 c �1/ }
<br /> -0 - - -- 130.00_._._-
<br /> _ - 150.00 P,
<br /> APPLICANT SEAL E ESPONSIBL
<br /> HMONG CHRISTIAN AND MISSION ALLIANCE
<br /> Li
<br /> CHURCH OF STOCKTON
<br /> " �Ot R as#+�%A
<br /> ..1_F0
<br /> :.,, �:.
<br /> DELTA BUILDING SYSt AC
<br /> TEMS
<br /> 151 W . TADDEI ROAD
<br /> ACAMPO, CA 95220
<br /> I
<br /> APPROVED -1 9 APPROVED �_-__.-._ 19_ REVISIONS .IDB. NO. 2863 HMONG CHRIS'' AN 5 MISSION ALLIANCE SAN JOAQUIN COUNTY, SHEET
<br /> --- NO. DESCRIPTION DATE BY fl WONG ENGINEERS , INC. DATE MAY 199 . CALIFORNIA
<br /> PLANNING ENGINEERING SURVEYING
<br /> SCALE HORIZ 1"-30 ' CHk,�RCH OF STOCKTON
<br /> STOCKTON, CALIFORNIA SCALE VERT
<br /> DRAWN HAL SITE IMPROVMENT PLAN OF Two
<br /> E. N0.
<br /> R.C. 14269 DESIGN WE
<br /> f14/P%J 3 yl� ��j CHECK FILE
<br /> ►MINTID OM CI[►O NO. I DOOH CL1AR►AIMY
<br />
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