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Elev. 85.0`
<br /> E lev. 81.6'
<br /> Via} :s
<br /> C; i�`
<br /> 5 z'
<br /> '
<br /> Grade 84.5
<br /> Orig.
<br /> NOTE: Grading volume for proiect is 3925 cubic yards , UJ
<br /> T Area of pavement widening
<br /> 71
<br /> along frontage of State Route 26.
<br /> i I ` (Refer to CAL TRANS improvement plans) _
<br /> 51 �_ 17 _ - 120' -- - _ - 17' - 5 1
<br /> (not to scale)
<br /> _ Future Porte-cochere
<br /> SECTION AT DRAINAGE POND - C3
<br /> 0
<br /> NOT TO SCALE
<br /> 85.0 (G)
<br /> 1\,__Cj 16 N 00 17 ' 30 " E_ --
<br /> r,_�
<br /> W�`--- "-� -- P,� 10' Wide Right of Way
<br /> - SIpoe .0004 _ -- _ 4x0widening dedication
<br /> n
<br /> �? 'AFL 82.05 ��' 54.6 (P) 6 �'� 6� 62 s 64 165 � i s6 67 S . f ,84. (P FL 83..1_ >
<br /> 84
<br /> 85.0_ (G)
<br /> g ) _ 85.3 P SAN J�BASdI)tt'9 Cout���
<br /> 85`3 . . 1 858 ° PAVED PARKING AREA � �° ( �
<br /> ns PGLI 6.}TION CONTROL DISTRICT
<br /> 1
<br /> 81 .6 (G) ' VEL DR i VEVtI AY 85.05 (P) 85 4 P) ,4 �o � ❑��r.F--.
<br /> /o���ek:on Av:3.-stocltton, Ca. 95205
<br /> 1\ 81 .6 (G) GRA \ . ( } _____--
<br /> ._._...�..�. i e I __-"------ _-.-_--- -
<br /> !`
<br /> --- -- _.-
<br /> o ❑ r ,
<br /> I 59 r PCO,
<br /> 57 6 rf r - 85.4 (P) $5.4 (!P)
<br /> t 85�.�5a) 85 4 P �;/ 85.9 o
<br /> _
<br /> SANCTUARY - T- 1i
<br /> 1
<br /> 3_ E�
<br /> C z 'k ��� ; FINISH FLOOR �J
<br /> a
<br /> �i Masonry Trash Enclosure to _ -- ---- FUTU C ASSRO0U5 1 � 3 ELI V. 8E.09 ' Locati '�, of Baptismal drain well ,
<br /> rC ` _ (SEE ETAIL 3/C3)
<br /> i
<br /> conform to S.J.C. standards 1�"' ,r,,,,
<br /> 84.0 (G) Driveway to conform to j
<br /> Two 200 ion septic tanks CAL TRANS Application Plan
<br /> 00 T a 9 p
<br /> QD - --- 1 -- - - 380
<br /> 85.4 (G)
<br /> CIO - LEACH LINE_ "� � ; i � I � ❑Q d
<br /> � DRAINAGE POND _
<br /> - 42" dia. seepage pit at en __ I 85.6-.� G ,
<br /> d
<br /> of leach line - typical L _ _ EXPANSION AREA - _ I FUTURE SANCTUARY _--- _. �� �, a
<br /> ieach� ;;�� CLASS OOMS
<br /> - - _ _ - _ 1GQJa,-fl,Lea - -g - - - - - - L! I , O - I
<br /> l _
<br /> t - - - - - - - - '
<br /> l� f �� - - - - - - - 100 lire. ft. leaching _ j r'� 84.1 we
<br /> C C' ALL
<br /> j
<br /> I r _ 160 lin. ft._ leaching _ _ _ _ _ _ 1 __ _ 10
<br /> - 111
<br /> YI
<br /> I
<br /> i ' \_85.2 ,G) 85.4
<br /> 4( I 48 �49 1 50 I_-.
<br /> •
<br /> _ 52 53 54 55 85.4 �P� 1 {�
<br /> C 85.4 P} -.�- ��� , 0
<br /> # 81 . (ta} 81 .6 (G) 85.05 85.9 (C� \85.9_ ) �_...._ i , � 1
<br /> 1 i V $ 4 ) C3 t___ __ New el I 1 b CC
<br /> _ - GRAVES__ DRiVE �/A, I -� 85.4 P) � E �
<br /> PAJED PARKING AREA
<br /> k { 1110 9 18 7 6 5 4 i 2 1 1
<br /> ---- 46 40 1 1 I 1 30 20 I I i, 1 94.E P
<br /> 84.6 P
<br /> - ---- ' FL _82.85 4.
<br /> Slope .00O� - - --- - _._.- -- .._ _._._ T _ {� 7 L1J
<br /> �( �( PUBLIC`Ei'ALTH SERVICES � � 8 2 9.5 4 ' �� 2 FL 83.1
<br /> 1601 E. Naz�itan Ave.
<br /> 85 .0 (G)
<br /> I. C3
<br /> PROPOSAL APPROVED SUBJI=CT TO:
<br /> A.Obtaining sanitation permit d
<br /> 8.Obtain well/pump pefi�iit � ❑ O,,a
<br /> C.Change noted ❑ (a
<br /> z. PrEXAR DENIED wEo - , _ Split end cap. Mark location at grade
<br /> 3. RE AR ti 31 - ... __.,._. SAN UIN CCUNTY PUi3LkC�VORS gEFFFTtJIENT
<br /> r•r"L Departr*t of Planning&Building Inspection `' 1
<br /> Date ti 3v By �E �+� ttdtP�tO�
<br /> f�AGP. Tf ,Al
<br /> ah° 'U ,?
<br /> STORM DEF,' ' r Car:diiion5
<br /> t PVT Vv._LL�j `` r "st OAC
<br /> LY'. _ V�J
<br /> 2. 1VAT�I�SUP• hE 5=PT1C _;.�1w._ ,�.30v`E N.G. - �.. __ r L.1
<br /> ` '�: incoming ABS drain line Aaq =.: io
<br /> ""___�1 .5�
<br /> t7
<br /> TOTAjpt_')! ---
<br /> 4.
<br /> D Zug -. Y r
<br /> �.I'.C, . _ I �Gc:g;-)•1 - - - ►-1
<br /> 5' PES'. qTF e-- A" f /
<br /> Df'4/ r (, i.'� a E; { a� IilA�2� 'rn r
<br /> -
<br /> _ Landscape giant Ing at Swale area ReulAc�cs: 3r3
<br /> ��up1€Cc n, r rtlslct`.!Y r r
<br /> plc,) id t�"i��..3�i�.'E�"lil�an� prop45 u� \` 1
<br /> 1 I str c L;rPS a,la Imp;,(4,t',r3" f, tr :ems i3 C:Omp'ete�1ropC}5815�5 S!laVdfl ar! a [[
<br /> p� 8 t tilt'Condit Il.,f..,.a.
<br /> CONCEPT S - to eam i tivitn E` n
<br /> . ^�C 'i'1 C •` car . 1NV 1 -
<br /> - r"cr F 1
<br /> T} PPPU Y , {� rk Ilrr L •,d I, APP UVED - 1 1 S'gned _-_ _ ---- Date
<br /> Sk1Jt'ITI - k r .' I
<br /> OVti�IER}. I � s , G�rvnerot�autharizec�rei�resen;ative �
<br /> 10 dia. ADS perforated pipe -- I Cz
<br /> _ ,I Tenta iVe I-`< ro'dal Final Approval
<br /> Elev. 85.0 ' � � p APP'dU'JED: ' far�DkRIF„rURo - ____ 1-112" to 2dia. drainroc II �,� /�f'
<br /> `�'. Q kG -On: lSr�1J By: cV
<br /> El
<br /> h O �, -- f -i- T //> CJ r`l�LI�)cT le vc:; fr r /7 t� A P, P€� V Y�?: + a
<br /> ._. r Approval a p1aI1��fZal! r,0rr�I ue
<br /> � I � 1 � ' 1 � n.l . ` f , ' ' .' . ' ' 83. I F%�/ j7 E/e✓a�. r; t' ca
<br /> T o ctob
<br /> yl - R�
<br /> permit Os c 1 c L 5 8 Cc�;'v L O! °'1711 G�� u111f
<br /> / /� L ✓ Z _ �i l { � " '! r Wirt t
<br /> 0 (UJ !i Ll/7 f ` 5 Cl t `
<br /> - Piot h r
<br /> S1 I I a 1
<br /> SCALE 1 � �t:i1�O�
<br /> Couray,�'�G,,:.
<br /> gt.�Irk • .�
<br /> „ a v i n y
<br /> _ 1 -1 /2 A.C. paving over Signed _-
<br /> 11 ' -0" 4 '6 " 2 '0"-7' ____ Parking bumper - typ --
<br /> 4-1 /2" crushed rock base T T Date
<br /> T � rn
<br /> - - SAN,rod rI� C � � t°r 01a f r� ��I �DP�
<br /> - _ --- 8 , _0 to 90% of RDD �.... _ e� C�
<br /> 1 6" subgrade compacted
<br /> 2 I I � II � { � v " I
<br /> X10 - /- ❑� [a W E M F= H o � � m
<br /> � � 3(n co .� a31
<br /> CMO
<br /> a) [d U
<br /> VESSlp�,9 0 0 n cn
<br /> l
<br /> SECTION AT DRAINAGE SWALE
<br /> G.
<br /> 3 DRAIN WELL D E �� ���? ► SHEET
<br /> No 17351
<br /> NOT TO SCALE Expl- -
<br /> N01 TO SCALE C3 sf,�l��lviE��o��e�'
<br /> C3
<br /> .� cs�
<br />
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