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y.. <br /> C5 <br /> D", 6I CD i M CO <br /> DIAL I'OL[. FREE j til �- o o k 0 <br /> 0- � <br /> Q <br /> Ca <br /> 1 aoo-���-��oo cls �j <br /> 11 <br /> '' AT LEAST TWO PAYS C.'a a <br /> I I BEFORE YOU DIG _— -- _______._�_ <br /> ! 11 op�O�O�I�J` ____GD <br /> ��pROFESS ICN FE�!io0 <br /> o 4� 00 <br /> UNDERGROUND SERVICE° ALERT pF NORTHERN CALIFORNIA Q' �QF °°��^° D °�j°° F2 000 <br /> o �� °°� �Q° Cl X00 <br /> o s.. 01 <br /> o A <br /> . _ _ ° ° <br /> 5910 <br /> I *F_��_ _)_.__________ I" GIA � [IC~ CAI�� o No c_3111 <br /> �Q ' 0 °°°EXP. 12-31... 10 ° <br /> 00 � ° ioo� °° P <br /> 20 0 0 20 40 80 00000ou CP CAGIFO�� ; <br /> I - - <br /> -_� 1111.._ ....-�.._.... <br /> ( IN FEET ) 3Y: '� <br /> WILLIAM U. MORRIS <br /> 1 inch20 ft, RCE: 55910 <br /> EXP.: 12--31 -10 <br /> I <br /> INOTE: - '.___-1._ <br /> DA IF: <br /> IIi- 247-090-08 <br /> 1 . PAVEMENT S[�GTION. A.G. OVER 6" A.B. OVf._f <br /> I C) 95% RELATIVE COMPACTED NATIVE. <br /> 04� _- r• <br /> c <br /> 2. PARKING LOT & SECURITY LIGHTING IS REQUIRED IF � <br /> PARKING AREA IS USED AT NIGHT, ATTACH TO BUILDING, � � L, <br /> I 111 Y 1 J. <br /> t. - 1 r,�a <br /> 1-1-1-1 N"07°47'00"W 288.59' -- -__� <br /> I'l 11-1INC ET PRO -ECT ON AROUND DRO N[ HI - 3 ; � °� <br /> I w ---- - - - -- -- -- - --I J 1 LI <br /> - -- - - - - - _ \ ,11-1-1 ONSTRUCTION PERI BMP STANDARDS AND ;- <br /> �, , <br /> 7 <br /> - -- - - _____- -- DURiNG G <br /> I -X. WIRE f=ENC,Ei �__ <br /> �� Lij SPECIFICATIONS. , <br /> T-11 <br /> w,l Pf�OPOSEp 4. VERIFY C UILDING UTILITY CONNECTIONS f RIOR TO °' <br /> II - m, ..____._�. .____ <br /> 15' P.U.E. Ex __ -1 _ ______ _ <br /> _ _ ___.__ CONSTRUCTION, h �, <br /> 30 _ <br /> 30' '11 a= � - SEPTIC <br /> 1-7 <br /> SCREEN COVER 3/4'.9 11 � _ - - �;• �I � rr <br /> `- - -- <br /> A-624 FRAME" - � ,�.� i� I � C)_ n, Z � j Int <br /> - �� P6�OPOSED \ <br /> ; ty: C� ETC�� - t I 10' LANDS �" <br /> FLATTENED EXPANDED METANo 27 1 "" 6 <br /> A<107 COVER � � .I _. _ SC �'� l-� C - <r <br /> 1 x <br /> AE_E__ - <br /> ! l <br /> � ` '" I 1 I'll `' I; - S TRIM — L. —1 � �o <br /> g ^ I^.N <br /> . � �'F ��4.�`, .`:. 1 't .f ,. I' L �.,`I'i —_ ... x � • F-! 1pA I_�* <br /> 11 <br /> a lx � ' �gw' LZ _ .r_I . I "l'' (11_ - - -' _-_-___ ___.___ _ �j <br /> � � � s _ _. I :� EX. GIPOUND I d). 41 . <br /> J Ts 9� t �, _ 1 A I., `� -, <br /> ��� � - . <br /> I -1 CP �✓ i <br /> 0. <br /> ...5,155, � 4I r� <br /> a <br /> g,, <br /> ., , r r. , l t- <br /> -1111;.. i, .. <br /> SSCO <br /> EX <br /> ZX <br /> • F „ - _. fix,- G+ AV L RIV WA:Y <br /> �UTEIM RIGHT OF YI 1 ., E <br /> WA <br /> eye. .. ,..f& ..� . B D F ME t - 1, j """ ',,� " 11� , I I � i III ,� <br /> .:, <br /> r .,..., ;, v. ,,. \.,:; ;.',,. °1111:;i y'. ,! ,/,.' \ .,S..f <br /> ,. DEDICATION �,..;; <br /> X Vin, wM <br /> ill ,., >. : ,, INSTALL 1500 ~GAL T' ® ' C <br /> H a, �K L� , <br /> I I � _ :_ OMMERCIAL T <br /> __ �' N SPTIICON ANKH <br /> MANHOLE <br /> j x \ -"' , H2O LOADINGM5 a <br /> t 3T ; :30€ ''E-�N :`V'Et K„ I \� -- i n ° <br /> I! <br /> E SES I <br /> � TR <br /> ___-__, -1-1-1-1.____.____ SF SEP <br /> - ;1 & U N <br /> INSTALL 1024 TL <br /> 1•{13�I.D.FOI312"CAIN L� ✓�, /\ r c� R. VEL, <br /> II_ _ X.; G <br /> 2,UNIT TO est ti1JT DIPPED C"�ALVANIZEDAFTF�P 6UFA�;TUF3E, C .FEN ) EI _t � - <br /> C <br /> -; \; RIVEWAY'll --�''�� EA F R 8ED AREA <br /> � L <br /> C I �� ; > i ' <br /> RauND <br /> I <br /> E <br /> ___ . __ _ _,.(' <br /> e 4. , �.. ,. k «. <. tel, Y ,. .. .� "' , <br /> fx .. 1111 • -E .. .. !� <br /> ,,_ N <br /> J� <br /> t Q cn <br /> . �, / .,.,.. . . � .,, u> . C w > n_ <br /> .,. . ° \ Gv, PROPOSED QI <br /> . ' <br /> c TANK SEPT_ a o <br /> I ,, w <br /> ., , n , , I C <br /> �- ,A o <br /> \t . ., �, <br /> . ;r.; _I , <br /> + a , . c . c� �_ t Fi ,� , <br /> ._ ._ ! x r�_ u� ;. L E R'_.B <br /> . , . �', �n , F AREA v) r c <br /> �.r <br /> R tnf <br /> t� 1 , Xr. <br /> _.___ __ --- _ ___ c7 I a 5 I_,- <br /> „ <br /> ,x . �, ,. ��-. �- ., ,�, ,. :.: � Hca . ra_ .: .-- ;. E I `� <br /> .,. ,. 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Q .. 9 <br /> w. �. <br /> -77 A <br /> r' ,. <br /> , -. , <br /> _ > ; . , <br /> ' �' a \ <br /> I <br /> ., t� „• �tr �., . <br /> .. f.J <br /> , ,... Q <br /> � _y � � , <br /> ', ,, I �, ; ,I LF 2 w <br /> ��r <br /> — w <br /> r DRIVE'S C � � � rn � 9 <br /> r _ ., +, ,, � \\ \\ -,' <br /> \\ <br /> I�x �: `� - PERFORATED �I I .,a rr H EX. <br /> /A: /' r, INS. _ h w 0 I WELL_ ISI <br /> x <br /> Z , 11 <br /> �, " LU <br /> _ - .. - - - - --- CONNECT TO >C <br /> `. _;e_ �.. : .. ,_ ,- - �J FTN `1 <br /> ca <br /> 11 <br /> a \ v <br /> . / `, 0XISTIN WELL C <br /> _ _ \ e N, <br /> . \ . ' , 1. <br /> _ _ „ c� EX. GARDEN <br /> IMUM DEPTH VARIES;TO ,. ,��s ! E X <br /> , , -, � <br /> I <br /> 11� <br /> :, <br /> COARSE SAND STRATUM J .. . , 1 I -- - <br /> CCtAR t3 TF�A7 UM 1 - , .> `�E P TI C , IN =1 <br /> I <br /> e -_. __ ---- --- - Q <br /> {ice' <br /> , '. 1,J -- - -0- � <br /> .r, .,�4 x,2 i Z . °9 <br /> ,, \ -_� / .1i - <br /> _,. _._ <br /> - <br /> f� <br /> i\ EES < Va -4j,�- n <br /> , r 1 w > `� I t E �> - C�� <br /> 4 <br /> ccs • <br /> ?� <br /> - �\ <br /> d - -��_. ��« �_ / « L, <br /> I � I ,� - >-�_ \ \ <br /> r <br /> 117 7 DRYWELLII -- <br /> CD <br /> - — -- - -- -_-_ -__-- - <br /> ;, <br /> I Ij « -- ....__._"„,.. EX; FENCE PO., T LINE N07°47` 0"W 280.00' <br /> I' <br /> V < � <br /> R A � �1- '�I ✓ I � � I � °� __--_ ... ___-- - ____- --_-_---__—_ <br /> �� �.... ^12" '. r., <br /> , <br /> -- _ <br /> GRAS r,-43' 1 ��, ] a , <br /> "� fZl I Existing Vora Exist'ng Via r. <br /> � "I C7 Pavements povement .__ <br /> I <br /> /,/,' Imo "I j � iC) Q <br /> _- <br /> I 1 , � \\,\ " // <br /> / / I - �.: 0 0 � � 0 �� A <br /> 7 -- - - <br /> g <br /> _ __I o t" �° l-LLJ Min. O.a'- slope <br /> �Z) am N 14 " <br /> [- ._ 1 _ __ �__...__-. I ) L- Q tl-) to rmelet e xrst n 10 roundx <br /> - i ---- Q < � ( - <br /> , .._. I f .. �, < Q� 0- _ A A <br /> SEC1I <br /> i > A�� ,, y .. 11-11.. - - - --- e� _ y <br /> d I - CL ry CJ <br /> R/W _� _W_____.__ -R/W <br /> -111-1. <br /> \ <br /> I I = �// - '�-. <br /> I / - <br /> Alternate g Comm, <br /> O, <br /> - <br /> I ed e- -Rem 15' R L <br /> . A� <br /> E <br /> - _ <br /> , ; <br /> � 1 Ditch flowline-� ,�'` � �. <br /> �. _._ ___ _______ _________._-_. _____.. ,, , <br /> on <br /> 4' SDI, FR : _. __.-_____ _ _--_-1_1____ � 12" Min. diameter cross N U. " <br /> _ _r I <br /> -R _ M Y _ pipe when required. <br /> - \ ,\A/ \ V Vchart <br /> notes 5 ) <br /> / \ � / �i� i r?�''// �� /i 2 \ a. i <br /> Mateial low See c & 6 F, <br /> /11 <br /> co IN 0 0 <br /> \\ �///�, � /i 1 _ ,r" \ _T _ Set pipe in Zine with <br /> '1 �\ ����,/ �,I I_^ existing ditch at .�j Edge of existing pavement <br /> \\/\ /\\\ r , e. a I, <br /> •�\\\ \\ /\\ blelawtio XI Q.25a on p.5' 0 99 <br /> ��y %/y/ ..a \\�� ,v �/% / A/\\y\ <br /> RURAL. DRIVEWAY <br /> \/ �/ \! �:,I� i E f� y�/ \;/,\ �������\'/�'V ...,-1111 TYPE W T E�U C T U R A L SE C T I O N0 , , <br /> v / _ - �/\ v' '\/j; �\ _. �__._._..__ __ __ __ _. -1-11-1.._ � M� Ac AQ n. PCC <br /> / //��/ ,A/ / (min.) ( ca x.} (Mina (Mi - <br /> / //,� , 0R MP <br /> \ \ Ac A'6 <br /> ------ ---- -- __.� R R T <br /> \ \ V' v ____ R A 4 <br /> \i\\,i�A 1.1 32 RESIDENTIAL 12' 25' 2" �q„ <br /> \' A/, --. -� - - `� AG, TEMP 9 4 <br /> --- <br /> \/, _--- - -_- _ COMMERCIAL, <br /> -- 1 5' 40' 2,r �C,r 0„ <br /> / �.. ,� ^ L - - �_ _ - _. ._-_ -- - - _ ---- T_MP INDUSTRIAL Ac Aa <br /> --- / 11 : <br /> - --.._ \ 1. i) <br /> \ I �_A_��\ \ I - - - - - <br /> / - A\l�__ r_; _ �i O O O O U �.,O "r O O O��O�_ U O -_ <br /> I� �I <br /> V _- _ - ' <br /> --- n <br /> ' O nO�� O O O , O O O �) _ O O� JOO O O <br /> ,J o o < ,' o o <> O . o '; NOTES. <br /> N SOIL_ J, -> O J.� `fir , ! ;� ! , ,J O v O ( O J <._, <br /> �., _ .! O O _; .� _, O O - , �, DITCH F W N <br /> _..- <br /> `,/�,!, -1� _ 4'` PVG PERFORATED �> �> �� � a � ---I... <br /> \ ,, A, _ -__ _ i! N J O J o O v <_, <�, 0<- ,J O n�;,, r�� ��O O 1. FL01vL:NE OF PIPE SNAI_l_ BE MIN. OF 3" BELOW DIC LO L E <br /> / //v . ..-. --�-. <br /> __-1-1-1-1_ �''- PIPE O ( O�>O' 0 O O O O ,!=> O O _ O �U O mac, AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINF. <br /> - - `I <br /> __ . i J _ :J O , �� O O C_, �-1 . r, C.> C, i n n driveway shall be laced within 30' of the <br /> U O O O <br /> I 11 <br /> \ O <) _, O G ,O O ,� _,v _ J <- G O ,_�> •J O <_,,. ,._> 2. At an intersection, a d y P <br /> ,• - --,' <br /> _.:-. _ <br /> - � <br /> A �� __ ___m- ._ nes. <br /> \ r__ , ,._r _ J O O O J, �; ._ _r . _; �J O ._ f r n of the master planned R W <br /> \ /\ �\ ---,----- A-(N <br /> ..,„ «. -- J O�. point o me s e c t o P <br /> \ \ 1 / / / \ , � � r T5. 51 - <br /> \ / /. , <br /> ✓ T _ __ . -1111__ 1 �� t> �O '_:, �J I the street. <br /> \ \ / / /\� 7 �O _ O _ O O,/�\ / r, ,A / „ / ,.;/ > ,” / �. - � - r, - < (-) oys righ ng\ / Driveways shall be of t angles to <br /> �r1 v._� 1 <br /> / — ". q J O O U o O �r O O ;J <br /> V A \V ,. a , r._."r ; ;� O O O �; �� 00„/J J O _! 7 r than 75' between centers (residential) SfiEET <br /> \ -, A/ -1111 _> „_. �. �: _� -, J J � �, „ 4. Circle drivewa s are to be no close t a <br /> \ / i I, A , a - �, O J O O O �> J O O O y - <br /> ,�C��C,�L_ r \ - <, <br /> \ \ / I'll�, .-._: :, % r. r ` �, , O�"n �, n� r', n JL r mmercial <br /> / I ,;gip: rJ _) . C) O O V,0 � _, '% or E 0' between cent° s co ). I� <br /> \ \ i L ,._/LTJ ,o 1 7 - - - um of St tI,C .Oe <br /> \ \\ I s '>'._, i. , _a � 'r, r ,._., x ,>",.r O J O . U O U . Ci O O O _> O,_ ).> >C), 5. When cross pipe is used, it shop exkend a rninim pa of fill <br /> \_ , <br /> \ \ - <, l <br /> _ J O , <br /> • - r n <br /> \ \ ,I _ _ _ II fill shall be cam oc.ted a 95� relative com a.t o . <br /> r / „_ / /" , / , slopes of the drivewoy, a P P <br /> P \ F <br /> \� / a ✓.. <br /> - , -----•� -.. ,r :. r Maximum fill slope 2:1. <br /> / / -'s ROCK - p <br /> -... <br /> c:, i <br /> F \ ,.. „ Pipes sha',I be Reinforced Concrete or 0.Q79” Galvanized Corrugated cted Steel pipe,I \, \ NATIV DACKFIL COMPACTE s. p g <br /> _ . __ _-1,1__.-1-1_, \/ // \ r - the size* varies according to the h draulic requirement. <br /> L <br /> j__: T, , , `�? >/ - r ,\//// ,// --_---__ I ATI N S I T Y 11 g y -- — ._ - <br /> r- T/ / v; <br /> 1:1 <br /> I'll <br /> \ , �\ ; \: �\\\, , \ V/ _ _ A T 9 5 RELATIVE D E -..___.____-1 ...... _1-11-1.-_ ---- - ro�P.��� 0 <br /> -1-11-1 _-..-__.______...__. _ - <br /> I ,\ \ 1 I _. I: , NATIVE -- I I ----- I -__ _ - H°. R.,4, B, <br /> -- - DRIVEWAYS _ __.PATE <br /> _... ._______ —_,_ _ _ <br /> _ - <br /> 1 Feb. 199& PD ryt <br /> \//�/ ,. <br /> 0 k -1111___ �__.__ <br /> ___ -_ -_ <br /> ~ \ \ \\\ <br /> \ ._.__ _ _- RURAL., AU, & TCMP 0-29._.09 <br /> J L.D t. _ _ _ ------------ <br /> ---� _..._... .------- ...------- <br /> 24N D T I C A C N I TER M D A 1 C;. ' A U MEN T S E C T I O I�_ �°�°� -1111 -1-11-1___ _ -1-1-1-1__1-1-1-1_,-1-11-1____�___ _._____ <br /> SEPT. 199- jOB NO. <br /> c�e�o-, COUNTY QF SAN JOACJUIN _._ ___ <br /> _ ;1EPMTIACHP OF R1ifSVC WORKS boar,- R l-..-__" 09- 113 <br /> DROP INLET � 1"t4 NO SCALE NO SCALE <br /> 7 <br /> °L^ NONE _._.�____._..__-_�._-11-1-1_ _-1-1-11.-_...__._____-_- ___________I. . - -.-- 1 <br /> I <br /> _ <br /> _ <br /> _..__ <br /> _ _, <br />