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REVISED SITE
<br /> ' vrc;vt`rty Map Apoication#_PA 2 1. 0 0 15 _-_
<br /> Received By..._.�- On_C eo
<br /> PROJECT DATA PARKING AREAS A ® O 216
<br /> Project Location 3150 East Fremont Street Parcel Size 19,200 SF, 0.44 Acres
<br /> D '^ Stockton, CA 95205 Existing Parking Area 5,200 SF
<br /> APNProaos e d AddI tI O Y ` 143 -41-042 Proposed Additional Parking 0 SF
<br /> Project Description 3,520 SF addition to existing shop Percent paved 27%
<br /> _ Stories 1 story, 15' Total Change in Parking SF 0 SF
<br /> 25 Zoning C-G (Commercial, General) Previous Req.'d Spaces Light Construction Services (Table 9-1015.3(b)
<br /> 31-510 E FremoKt St 1/1000 SF = 5 spaces. 10 provided I
<br /> New Req.'d Spaces Light Construction Services (Table 9-1015.3(b)
<br /> Stoektov�, Cil q S��S � �`il ' rIJtt AREAS 1/1000 SF = 8 spaces. 10 provided. I
<br /> Eagle Construction k Parcel Size 19,200 SF, 0.44 Acres Ci �
<br /> fit ` Existing Building Gross SF 4,896 SF
<br /> Proposed Additional Gross SF 3,520 SF
<br /> ` LANDSCAPING AREAS Q)
<br /> Total SF 8,416 SF `M
<br /> ill Parcel Size 19,200 SF, 0.44 Acres .
<br /> Existing Landscaped Area 5,325 SFLL
<br /> Proposed Additional Landscaping 0 SF
<br /> Diesel Performance ` Percent landscaped 28% LL 6
<br /> LU
<br /> edro's Auto tj tailin(: �
<br /> 49 '
<br /> 1
<br /> I
<br /> LEGEND
<br /> Item Existing Proposed
<br /> WATER (W) w
<br /> Areh
<br /> SEWER (SS) , loo. ,e ssileas a
<br /> Asseeiales, Ine.
<br /> STORM DRAIN (SD) SD _ 1W OF 18"5oI"'' " ♦+�'
<br /> CORT TOWER
<br /> 343 E.Main St.,Suite 721
<br /> MANHOLE - SEWER (SSMH) Stockton,CA 95202
<br /> •
<br /> Phone: (209)462-8410
<br /> MANHOLE -STORM DRAIN (SDMH) Email: GRA22B75@gmail.com
<br /> `\ \ ti \ \ \ \ �\ Architecture Consulting
<br /> yv CLEANOUT (SSCO) •
<br /> X, \ yv v ` \v v (E) Adjacent Building \ ,
<br /> construction sales CATCH INLET or DROP INLET (CI) (DI) ■ I
<br /> No C22B75
<br /> PROPERTY LINE (PL) , . S, « . =
<br /> X �` V \ A �� � ��
<br /> (E) CMU posts \ y v ` CENTERLINE (CL) f , ° ° ,n..:
<br /> 40'-0" --14'-6"
<br /> 4 ` - J't - tai re-cast conc. f ce
<br /> v 0'
<br /> _. a � (E) 6 tall wrough � � ��- �, � � �" '�, � � � � �. A � \ � v FENCE (type as noted on plan) �
<br /> to C1_of f'�eor�t � ��
<br /> (E) 4x8' sign \ (E) storm (E) SD to be E) storm i
<br /> r � Giron fence __.._.. __ �, `, \. ��_�4 \_ � \._`� __.-� _�',--- -- ... `�--_\ \__ ; (E) 6' tall chain link
<br /> j N 17°32'W
<br /> drain 'removed train _ ELECTRIC (underground) --- E EpE- w_�7_
<br /> 249.14 ; .,> ' r... _,..� ........ /
<br /> __ ----go� q�yti EDGE OF PAVEMENT (EP)
<br /> all y/
<br /> SDDI E.C, SD conc SD SD a Su-
<br /> ........SD / SD I gg
<br /> i
<br /> \ ._....... .._. CONCRETE ON
<br /> (E) storm drain __ ryry ( )
<br /> C C
<br /> LD leech line
<br /> drop inlet (E) SD line to -� (N) French Drain-
<br /> �. \� 4,400 SQ FT , 60'long (typ 2) detail 3/C1
<br /> E be removed -
<br /> (E) septic � � STORAGE 1
<br /> f tank f
<br /> , � TORA Storm Drain
<br /> ggry I = Catch Basin to beCd
<br /> E.C. 44'Q qaa' qq�� Yreplaced with
<br /> ///
<br /> < �r S4 i
<br /> '
<br /> cone edge of cone edge of cone detail 4/C lZVI
<br /> o� �o�� . ; 3 1,600 SO FT t 3
<br /> ( yp )
<br /> o� o (E) concrete pavement ab, SHADE COVER `` sa oz- �; unwoven geotex#ile
<br /> S o co q (E) Gravel 1� wrap-overlap full
<br /> q��o >n cone I 1 Yard , � _�Y
<br /> AC °' oo + (E) Concrete s� ,,, � width
<br /> o 54 s\ Driveway o Mo `y Mrd r 4„ minus rock
<br /> q9 00 O: SDDI O 00
<br /> ¢ E.C. L �(E) planter
<br /> r`
<br /> a E as meter 9
<br /> p % O g 4 z (N) Underground Storm Retention System
<br /> ` . conc I
<br /> w -
<br /> �, : rn
<br /> / i (Drilled Shaft Size and Location
<br /> / ae .. ` 4 PVC SDR3 perf. pipe
<br /> ,4
<br /> , e Shown on
<br /> to be Calculated and 5 �
<br /> BuildingPermit Set. °
<br /> 4
<br /> AC
<br /> � m
<br /> t
<br /> Fr rain Detail
<br /> r each D
<br /> (EXISTING) Office (EXISTING) Shop &Storage � 0 �!4 = 1' G" �
<br /> a
<br /> FF 100.00
<br /> 2,496 SF dross 2,400 SF Gross
<br /> .
<br /> FF l000a �
<br /> ..m
<br /> Single story
<br /> Single Story t .,
<br /> ,
<br /> (E)SBC
<br /> BMX s
<br /> _ N 17 32 W _... .
<br /> _ <m
<br /> � ... , � . .. ... ,.. :,..... .,
<br /> -
<br /> �\_(E)6' chain
<br /> - --._.. ------
<br /> (E)
<br /> /
<br /> - -- - - - µ link fence
<br /> red -.. y237.83 v
<br /> E storm drain ` \
<br /> I )
<br /> `� \� lt2" square
<br /> ,lob 14
<br /> \\ \ \ \
<br /> drop Inlet i \ \�\ \ \ \\ \ \\ \ \ catch basin _......1
<br /> \ \ \\ "'\ \\ ' �\y \ \, Date
<br /> (E) Power pole i \ 1 \ t , \ \\
<br /> 182-0 \ \ 54-611V di 141'14
<br /> \ \ �
<br /> E electrical \` \\ -`r. �
<br /> ` i ` 4 PVC SDR35 Sanitary Scale ,���t�,��
<br /> O yy; � �; `: /; Tee or 2-way Cleanout
<br /> ,
<br /> panel 8� meter ( )
<br /> E, Adjacent Building
<br /> I �\ r
<br /> • F rs
<br /> ,. . \\ •\\� \ .\ o repo
<br /> N.I.C. Sheet Title
<br /> `\
<br /> \ Catch Basin Detail
<br /> _-� bite pian �� ���„ - 7'-�:,,
<br /> I
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<br /> Laval �� Level _- � L.vvol
<br /> ��........ ,-- >11111 f a��� -- — �' � � 1 f`Ezesc clrai zz s an d ypuciticatior€.>are t6c
<br /> T IT 1 t j �r,3 pertu and co yrivht of dt Lk':r rzaer
<br /> ►a.. s. f. 1 1,
<br /> Etigincerhig and fiabygeity Construction
<br /> 8�d— ����S�Q and shall not 4e used ordup kated in part
<br /> ar in whole on any other work except by I
<br /> 1<Y. Ili
<br /> 7C 1 � f f)RE � agreement with JC`� -aper or Haggerty
<br /> --^- !Laval I L L.cavol
<br /> T k "'�7"� .._ry 1 #" ""'# 1 1 1 1 1""'-"Y t 1 # Y i" -I 1 i 1 i 1 1 # 1 -- ' 1 I f 1 1 # ""_I # A.^^ / p 1. 1 1 #"- -•# 1 J--'^•^F f 1'--.r^i 1 fi^..+*-`7 1 Ir-- I / rr^..,^.1 i f.^-^`i 1 1� �a� i s , . • . . . r + . y1 1....-.r. 1 .w .-. • . --1 . . ♦ -....... • . , ♦ �i
<br /> North Exterior Eievotion East Exterior Elevation South Exterior Elevation
<br /> PME Off
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