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,awer .,,Vmu.. +'nan+Mu �':- 'Derr'.'..un....:=-rn.+wwsroy.�+wwm'eex-^-:•.:.�._..L-..-„„••^+.++wnrr,.•wnRr. aa.-;..':^:wy,,,!^,al*�;•r�.�•vlr•h:e?�r+srlsv rr,, r,•,,. ,
<br /> ,nrr�srlgea-nwrxa�'n,, .. . .. n
<br /> R-
<br /> S T'O F:Z M a R : : N C!'+ I-C�L3 L_ _T 7C C7 N
<br /> .. SCALE 1 "=30'
<br /> POND BASIN - 9 , 100 SF x 1 . 00 x 0 . 26 = 2 , 366 C>=
<br /> `V MAY 1991
<br /> I
<br /> PAVING 53 , 531 SF x 0 . 95 x 0 . 26 = 13 , 222 CF
<br /> a ROOF - 22 , 240 SF x 0 . 80 x 0 . 26 = 4 , 626 CF
<br /> LANDSCAPE 55 , 461 SF x 0 . 20 x 0 . 26 = 2 , 884 CF
<br /> OR OPEN
<br /> j SUBTOTAL = 23 , 098 CF
<br /> !i I k II
<br /> i x 2
<br /> THE NEEDED POND CAPACITY = SUBTOTAL x 2 = 46 , 196 CF
<br /> S 17'44'00" E 1007.50'
<br /> ' bx h
<br /> NC7T1=S
<br /> I
<br /> 1 . THE UNIMPRbVED AREA SHOWN ON THIS PLAN IS NOT INCLUDED IN THE POND
<br /> DESIGN . THE POND WILL NI~ED TO BE RESIZCD AT THE TIME THAT r
<br /> IMPROVEMENTS ARE CONSTRUCTED IN THESE AREAS . 9�
<br /> 2 . THE DEPTH OF THE WATER TABLE IS 65 FEET BELOW THE EXISTING GROUND
<br /> u
<br /> SURFACE . TI4E; POND Dr- T39 FEET BELOW EXISTING GROUND .
<br /> CO;
<br /> c.I
<br /> Sx be �
<br /> "F.1� K Z N C _G IIA E a La L_ I!=
<br /> }i
<br /> CHURCH ( FIXED SCATS ) 2.25 - 75
<br /> i
<br /> SCHOOL ( EMPLOYEES ) 9 - 3
<br /> RESIDENCE ( RES . + EMP . ) 3+1 = 2
<br /> I;ANDTCAP SPACES = 3
<br /> CL
<br /> j I � TOTAL PARKING REQUIRED = 83
<br /> i UNIMPROVED AREA TOTAL PARKING PROVIDED 103
<br /> 2 THE TYPICAL PARKING STALL IS 9 ' x 17 '
<br /> 4 , 7'
<br /> TRASH ENCLOSURE
<br /> r_ 55. 12 CMP SEE BUILDING PLANS
<br /> CULVERT 1.©_
<br /> w I 31 0o _... 30.30 _.._ - 31.00 coNST:CS[� e�. r1a. ea I 96 a�. >.4e 99 . ioo . 101 1az 1103
<br /> U EXISTING GROUND SPOT ELEVATION
<br /> I C0NST C�3 I RIES:: 0.40
<br /> Rl:l 29:70 INV 25.`79 _Sil --
<br /> :
<br /> i �� ._`- --- - _ _ . _ 103 12 �1J AT 50.002 GC1NS7 G8 I
<br /> L L_1 N _ - E INV 26.00 ------ .... EXISTING I S T I N C E D G E O F P
<br /> ; s { 3O.S0 M 30 �iC� ,. , RIM .;30.20
<br /> � FP 29.a5 _, � _ PAVEMENT ELEVATION
<br /> I -ii_00 30.30 � � � ..�1 00 IhIV 'x$.00 � ., �1�Oi7. c -
<br /> i - .� r 31.00 -- �3i 00 FINI._HP-D GRADE ELEVATION
<br /> o _
<br /> .3Q. SWALE TN PAVEMENT ( 1 �K MIN . 1YP . )
<br /> 1
<br /> 1.0 i.o_ �I l'I LI`fa71�tS1j " ry V L Y
<br /> "FRESIDENCE
<br /> I'
<br /> CURB ?SND GUTTER
<br /> ! i I
<br /> 16 �jl4 T4 13 12 11 10 4, 3 2 1
<br /> s i
<br /> CONST CO z {` 0.60 _ q r RESIDE'N CE --- --
<br /> i � 30.7 RIM' 20.70 ,. {� �_� _ }' i �
<br /> - 4L?aro �L. Ffk FIN FLR �z_s 50 7
<br /> a FL FLOWE. xE CUE F3 ,AND GUTTER
<br /> � - - -" iQr. � a.?o � orx;rral ' i�'�TEk' CL 31 .80
<br /> NN �Irn arZ�c�E �t�lk A 74
<br /> '2' s I I c� s ( r ASPHALTIC CONCRETE OVER
<br /> i � QO' 901NI _w _ C _-01--GATE BASE
<br /> i
<br /> 17 i 1�s ! ,s I zo 21. az 23 z4 ! z ie x� zs. 2s sa z 3a 5 1 TICS 7'Alk
<br /> i
<br /> AT =a10 L = „- a� mop j
<br /> I
<br /> t M i
<br /> s��1c TANK
<br /> I
<br /> _ RIM
<br /> .ISI BENCH MAPK:
<br /> ~=PIKE IN SOUTH "-ACF OF OFFICE
<br /> POWER POLE= FLEV. 31.63 y .
<br /> t r`*
<br /> USGS DATUM �, TR.
<br /> .E� � is
<br /> FIN FLR
<br /> WITH 35"1�H IT SC5
<br /> '._L 31 .80 I
<br /> _ _ ;
<br /> ;7I. 7 3 `> TH 3 "d PI , S
<br /> CHURCH ICLSRM ---
<br /> / °' � -
<br /> 56' t C ��• tI FIN FLR F r
<br /> I F-1 N FLR �r a zq.
<br /> o �'
<br /> EL 31 .80
<br /> COURTYARD EL 31 .8Q
<br /> CONST CB Co 31,00 34.7U'" 1,O.a
<br /> o 6' -
<br /> r� NV 26,?_8 �o rl°} ,yo,� 4B8' 6' CHAIN LINK FENCE
<br /> P V
<br /> a WITH 12' CBL HUNG GATE
<br /> j ,, V�. N
<br /> 7 �6 * LI�� LI�l J1 TOP OF POND EL 29.5
<br /> F'
<br /> IT
<br /> �.i BOTTOM POND EL IB.5
<br /> s,
<br /> to j
<br /> EXISTNG TREES Furu 31;oa" �_ ; -__�, �. __ ____ STORM RETENTION POND �, p
<br /> To REMAIN CLSRM - a 7< � - s 01 1
<br /> REQ'D CAP 46,196 CF
<br /> ! � FI N FLR f PROV"D CAP 46,302 CF
<br /> • �I{ 30 �a , �_> FL 31 80 ' .�0.7 _
<br /> _
<br /> ?_9-75 T _._..._ D-3
<br /> m25 037 OINV. 2462� _. - --. __ _ _ . .--�_ _ 0 2 o I
<br /> 36.40 5D AT S p.Q �-
<br /> 190 15
<br /> 7n' 1�" SI? 29.75_ - 29.50 Q 260. 30 2 I - -- ---�
<br /> CONST � -.. -------.----,- ��} -ga2 ' »
<br /> AT t7 _
<br /> RIM 2'x,55 N 1 � 4� 00 W CONST DI 6 1007.50 � 1
<br /> INV 1,5.69 RIM 29.50
<br /> 35' 12' CMP INV 25.33 j
<br /> 22.Oo 8r o0 22.00
<br /> I CULVERT i N r�1 ---------- J�rr, EJ �7 Y /
<br /> 0.0 130.00 0.0
<br /> � �� 150.00 ry QRof E58i OPV N E R
<br /> ��• HIVIONG CHRISTIAN AND EMISSION AE-LIANCE :-
<br /> C.) CHURCH OF STOCKTON
<br /> � N0. 14,,269 r�
<br /> 'x SXR 3- 3t-93
<br /> --�r-
<br /> `�''
<br /> .. � ���,�0� DELTA BUILDING SYSTEMS
<br /> 151 W . TADDI-I ROAD
<br /> ACAMPO, CA 95220
<br /> _ REVISIONS JOB, NO. 286.3 SAN JOAOUIN COUNTY,
<br /> APPE3ovl`o-_ ._ 1 � _ APRRovo.- --.. � Q - nA; ENGINEERS ,
<br /> INC.
<br /> - HMCNG CHRISTIAN MISSION AI.._LIANCE SHEET
<br /> NO. DESCRIPTION DATE BY WONG ENGINEERS INC. DATE MAY 1991 CALIFORNIA
<br /> 7F
<br /> - - _ CHURCH OF STOCKTON
<br /> ► Evisr Po►10 E. IRa`- i5"5 n 5L-OP'E a_61Cr� �w SCALE HORIIZ 1 =30 '
<br /> _ _ _ _._. _ --_ PLANNING ENGINEERING SURVEYING
<br /> ?_ R�VI5F _�'�-lhN P�.RC-0�1NT`i_...ft� OIIC�_fr�"L• _�•W � ( _.
<br /> �+ ST4CKTON, CALIFORNIA
<br /> SCALE VERY
<br /> DRAWN HSL SITE IMPROVMENT PLAN OF TWO
<br /> r
<br /> • RCE No. 14PGG DESIGN _.Mw
<br /> _ FILE
<br /> CHECK ;...
<br />
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