Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
359
SfreeL L',9h ' W ORK TO Ae 400 •y e summERFIELD E uNIr N09 6 C UNT,y EN6,p OEP,9.PTMENT ST'oNOA.PO SPEC /FicAT/On/S An/O Q E /e,.. sbew.r on ,arof, ✓a SPEf /.4L P,PO{/ /,S /DNS FO,Q /MP.PO►/EME/✓T OF - SUBO / ✓ /S /O.c/' ST,PEETS ral 19. G'ENE.PgL NOTE.'f' CONT. ,4NO S7.4/VO4,P0 ,PEFE,PEn/CE OPA/t/�NGS. SEE S , C - o,2 SEu/ER /VOTES. y Ga► G3• 7 A// //,7der round uf,'/.'fles osd /oftro /s fo he /ilsfo / /°d bCj6re �, yirs \�� -3/' 32' 32' 3/' -� CossErcief.'on of Curb f�' C'ppe•�ft Cross (suffer oJ' Sti /foeiisy o/ St`erindr 7�f,/E O Die TpE ST.PEETS -s'EE TYP /CAL SEC. of 6Rg0/ TIME PREPARAT/O,V' of SUB6.PAOE f, P,�l/ //✓6' OF Ti`/E STREETS. z /� Per rc x, aer n6 4 _ by wo�,� be THE eon of G TYPE G ee,P6 cvsTE� e+ ° - -- - -- _ � do/IC situ,% be confrnv by L%'e%' meosurcrnrrfs ,Or•,'or +< cons- / :Qi C °'' °• — — — — — — _ 7WE CoNC 51.0. ✓w L < > GvrQ) ZiZ- 3T 1 0, S� e'S�'c Se< , U Cone. Curb e G�ffe�• /y e „G„ w /G"c f THE „ ^' CoNC. CROSS GUTTEe PETUE'N G-35 0 e h 9. 4 CO/747IYG Oi /vtk e eo be_ coi,ssr,orr�eo� ar eocl, Zae. Locor<,o,9 „ CO 3oS -3r 306 y /✓C. O,e /VEW,4 S 2o7 -4T , O R E A G Eo be depicted /il e"e 4o %' by Eny ner - o/ wor.E . 7Re P C' e THE r C/9 MIN THE �' '� STREET L /GETS 4/0 - / 7 Exec • Sriry/ociny sio // ExEend Prom >`hc Curb fo E,ie o %ocr sy lilt, Ssrd ( F� NO SC9LE Eerc+w.et .n os notcdJ 2Q (Ne te / Dray✓. 3olc - 207 4T. 305 3T. Tf/E /NSTiQLLAT /o/✓ of- ST,2EE7 NAME S/G,✓S 30% 2 ,J// e vc* Slope ,oP weec f%on Shall con{orm fo svoee Spec,�cofions TyE CO of TyP1c OS G�/.9P0 .SST ASSEnJB1y T- 9 jp � Cr SCCt . 7Z o/' ZF oq . /973r. Tf/E /, Al (5 FENCE Fo,C 7 a - eA9 11V47, srrrEFrs T.y',+�E c s r.9 /� `� $ C AL TYPE �` \ THE �� '� STREET MOn 2/8 -/ 2/9 / Q X Il r �Sto. -m Oro.in T'S/E „ „ ✓ /TiP /F /EO CGiIY P/Pb SEH/E.P L A TE,PAL $ - -� �� O / �Q / \ B " ✓. c. P. OE.IO ENa �c. o.) � ��l�i ,f 1,�. / 153 /l /' �\ , 6oerment. W,4TE,o2 Sy.sTEM. rs/E —� Doc urn en a Na ZS- 0 2 6 97 3 .5'TAN0,4,P0 CO,VC'. SElq/E,t A/A.V,S/oGE �' 03 r giy �� \� Da.Ae: 2-5 -715' T/fE ,i w !/ /T,P /F /EO CL,I,y/ 47 SEIt/EQ M..� /N 14 ` E6 c Z ° oa A// /voter /no,i/s f, Sorvices sho// be Cons�rucs`ed occor>7:ily T//E .. „ CLASS /so ASBESYOS CEMENT /✓.4TE,P/+10 /N C yo B.v C 1 - I 3 D D ° \ \ ` / \� Lo S/oOdoio' P'lvils �' - S,oe'cicvz �vr tr/o�Cr mo.irs !6r TyE ., �sATE OR BUTTEf?FLY YALI/E ASSEMBLY 1 Nqz \ t° 5 E5�e x \ ^ � Z`�\ Z��n r� O / /ren/�rrii� M�n;e.pa/ Wafer D:str:et. Cont.sctor shall have ¢ cgoy of the Ty �� �� F /PE f/YO,P.9NT ASS.EMB4Y —T � F.y. oo ° °'� `'! Str <c7 Sf2ndard Soec,Ca c' t:omv 66e job s ;fe ale a / /t:rnes. T•c!E n „ CoPPE,P P /PE L!/ATEiF SEPY /CE cowv , fp /PE o.P ASBESTOS - ^ \ \\ O ,l \ A// moms .SAw-11 dr Ca/ls><rt/c c/ y/ / iii 74,0 of o.�v� ¢8" A-.,6.w C; \ 11iil ,e SsSroCZ Grsa� vl /car oE!><rsvlse S/snuro on /AY Pons. CEMENT ,° /PE S7'O.PMO.P9 //✓�SCC Spec. :co o/xs 10 1 7 ) o a \ 8 shat Z`� rorsr o o i,' TYPE "- O.Po.o /n O- /S ' /� �rtsru�r rr ub�bis Sho// be .i/..s�o / %d /i/ I�drdua/ Lofr ¢' Set ,i ,� NOU /oe.- �j / / y o, °' ^ �► Vi for 7 5 Q S. /. `vrJJUr c. CU P El \+ s • !✓ S - - - -- _ - 2e' (3o J T E TYPE A t1Q� „ 0� oU Z` _ ------ - -__ -- _ 2 B' (3oJ THE „ TYPE G' L3Z'NLET \ N V1 01 ✓ 9 p /O' /B' (2a J - /e' Czo J - /o THE ' CUPB I/VL ET / 0 ;y ��sg 3 0 2 A.C. by A.C. on /;ne ra /res u/he 4 yN2rr S 1�, O 4// s�r�ccs Eo be tors /iuc�ed C/eor of �i,vPCUOyr, h ; re re9 ✓. ",ed of s�reef ,nfersec{:ons 7-.Al-c- „ „ 73/PE A- 2 CCyPB INLET /00 -2 ��- / c r. E /Pr _Sho�c�i ,� /ol S' 1\,1 9ha // be located on the Rnv /ongm -Z,'on o4' the 5dreee r of -tvay ,. tiF�n�7 3 5 t 0 4 j ' q THE 0 0 0 t o 10 .4E�,t � L � , rl a% J /,'ne whenever /Doss ;b /e. � 16 G ° ” i c� —°+- ,� THE „ „ CUPS OUTLET O- 3S 3Z 5h /61 ,4// /oar s be srrriced by o / CoPOrr wofe. s trr ice. t` a �{ I (� e.4 _- ;a: T Un lets ofherw ;se noted, connec -/ ;ons 40 e,r; <in r.rQ;ns Sha // be THE „ ,r 73 .4-G cle4,4.VO//T O � f �� a 4 rna,de cLry. 7Xe 4:me and a'ura.f:on o� sAatdowns o� exat:n9 THE ,. .i LJ//.vrG VE,40w.4LL O'2t -� Z �� B0 $� �l Fbrr rwrfq Bost See ! rna ;ns S a// be subj ecf 1 cL^oo wra/ by the D ;sfr; cf. ` THE ,i ,i WHEEL ,P /MF 11.5 - /7 3� / roN45 ` Y Q Cone C`r bG' 6r /� fyye G "w /�'cF � 6 Acj ASBESTOS CEMENT WATER MA /ACS CLASS 15el V � Prvu�de /YlO�UO/ o /r• rc /cost ossPinb /its oh o// hyh Po:.i /s /i/ , X0 Pr e 3 ,� ` ` \j 't !•vo,�r A'1o,os, rHE " " BLOW -OFF ASSEMBBLY �� k Z " THE " MANUAL A/R RELEASE ASSEMBLY rrp x (�y' //✓EB/PANG'/5/ O.e�f�ElG o t fir /r o.vrfs of /.G�- loco tics re �.rrd be F,ir Oi rlri'cf , rev rVY y THE A.C. xA.C. x FLANGE TEE W11cL4NGE 1 T 4 �' ELMI/ /E!'� ///E ConE.cscLors sha // ac9u;rL a �„ench parrrr.f �.on Ehe / n,a TyE ALL A.C. TEE rl ` D:so r;,n o-1 Indus Lr %a/ Sa /e� lvr a, // ErCnCA tuork where 't:es ar- %\, r W O/Q/vE r'0 be con.:P6 iceed -For or 60 hx Eurnea! over to Ehe ALL A.C. CROSS - OM 7i ZSO ` e, '' Water D %sfr,'ct. Copy o F erm,'6 Sha // be Subnr; {Led fo -1-he D,sfr ;cf t36 t!) 1 C B /iPC//4 /E1w OiP,/VE prier Lo Sta < o/ workP 711Z NO SC/9L e 711E '� E _ GEiV�f.E'�1LN TIC'S – a 237 ZS4 2S/ 3� l GE/VE.P /Vo TES SEKi C L/M /TS of G n � d re shw // bo fhr res os /6,' /. o/ �.io otrre/b tr ,b coo /iyc/ 14r ciy' /.' 1t o sz' P° y P 'y M ; Mp $ c 2G Ste Cove. SheF� of Sru/Bi_r _ Sht // oyonc odrse rAmw a, sSfr PrO,O1•raO� /�JPiesvp/rnGn�J and Boor s/, eorye z6' .. X /6' /` /O . All CaS"- P/ .ece Concrete P,;oe Wdo A' sha // be d on one in accoraCence o�rC,�+eo /iOn /o t/ildtrgrnu�q i/1SsSo/ s /io/s 238 263 262 \ '� w ;-y, Secf:en 63 of S {a {e S�andn.cl Spec,'L:'ca, -L ;ons dAe. Ton. 1973 Z11?V Show iq P/oq .5" y . ��� ter -SE UiCr C�oss:rog� SBA Se ever Conc,�{� EaseCase,+',cn� A fie 4,'Ar& Cprin /y Eny %/ ,6, &.-7 cxc ® ✓or b. —y /+I N/7 \ \ s s Sv / 1 : 4 > . • 2 °6 A //ii7 r�ic� Ex, rfii� ri j /if o� Laby . 700 h /PCH!//E!!/B 900 �� \ IIf1yL r 'p •:e d. v 3 . A// E /cc /r %CO/ f Gos Services Nrs�fii0 fh /s Subdiri's styrntsf os / � Fbvrme,vf t'' 8os>E Sec Shorn on 17 /v/7 ore underg. ound /mss /oa/ /o E.00s, For /ocw1iois ov' E.bt rfti c 4D 24/ 24Z 243 a 44 2.773 2 /o';/ o b, L 3 Comic. Curb E Gcflcr >< G ,v la "cf 2,39 Z HOC. N� . - � \ \ a D � REFERENCE DRAW //VGS eQb�is and oP,ocirfe.�onees Confroct oc. . S- oz6 9,3 V � ^ Date SAN O /EGO d AS EEL EC T,t /C Co. h a - S - /s L k 74s 4f// R S. /802 -/ S/recfs/l6. -e VHO n NE o�.dv /EW Cov.2T Z. Sewer Co 4 .Lnprore, me P /ons- Enc:n;tas Esr4e.tes'`2 T/7 3/60 -2 � 4 fl// To %Phone Strv.ces ru.fi5 fiS•.'s S�bd•'ri'sivn ®re Un�cryroc,nd, s(r,. No SC19LE /oco� o/ Cib /es Did 000urfenoneol Coiahaect F;reL, /s oppior/q/ 0,/G'iF /C TELEri�HONE G'o. PHONE: 747- 5006 Eowv / moo. yy�n��oD.vl�oC) LEGEND F oe /�Ey,f/gp Q TYP ICAL STREET SECT /oN 5 .411 /ots s/io// 41,,- y bdod eV /4 Z'irve17,' 0( Z�`ht Po/7d�i�y of svofe•� / St. eet. l j6, z` E/ CCtrni no Elea /- 3 " A.C. on 6 " A Base ('C /.3) n.,t O-fi,er 5-�rec -rfs - 2" A.0 on 4" A Bast rc /.3) G. The Ss<rvc�uti/ Se ne o,�' S><rcabs wi %/ be ,ir occorvoocr /vii +� Sin Aaoyo NOTE: We hereby wyree t`o cv/nnsnce wor,F on <,ny ,inon•re,osenz<J S,foiyn on /bert u�/y - S�nndoi�a's Ond 4'_9 dCferrn.iscvd b�, V"e H ot rso%rio /s Loboi»�ary r - - -w - Go exis.<iiry Coun/iy Py/if o� tdiy w .iLyn Go oriyir o/i4+- issvrnnca PRIVATE CONTRACT L STREET L /GETS //VSTEAD OF //Z" °,/r�ic C °ns ,OCr/ oirG fo pvisuC such �vw -,f• ic.liviy�. or sry.,sornav/ �. 7 Ql G tvorlii/9 day u,/ CiinP,fCtcid , ir>PSPccfive and irdccr,�deni/ o/' ony ot/lss,- E�oiv 1` O.r...;oyE f %a,d. �- SHEET ��iE. iuor:F oss°c,oEed w, /h ,</s,s oYre�ip,ncn� or undr� �sy co.ss/ie/ COUNTY OF SAN DIEGO SHEETS ENGINEER DEPARTMENT • N envy¢ 4 1 �/� Street .B /ac K No. /400 —� - S7X Va4,e0 PA civic of Soti OiE6o. ,e aeE,PT M ALC A T*z /MP�OYEMENT.S /�{/ .Sen>fi Fe Or tell %user "!y � /.+ r2- t t -75 LYive E. OAR IIP , V SM/Tf/ a E /a 817 S!/MMEiPF/ELO ENl//✓/Ti4S I S "� Eno.:ri�Cr Es,b� SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES /,T d6 J � ' try MN DIEGO COUNTY FLOOD CONTROL LEUCAD /A COUNTY WATER D /STR /CT BENCH MARK su /�MB;PF /ELOfuf�Sue,mer`dd No. Description Approved By Dafe ecSnmende for Appro a Approv / I � Dis /C T: OLIVENHANV MUNICIPAL WATER DISTRICT Description: Courc No 0 e -00 22 ' /P` , v -V ;-,W lsCrJ,f R (} 27 w/ y/ N /�, -` , E C.J HOUSON- D IRECTOR OF DEPARTMENT r %ca,/ S- froe•1 Sdc-4 r, G• 3/� o. zc <io,.,eiar:vd /E Gr ,mks F.x WATER WORKS APPROVAL [ /�, i r6 OF SAN /TAT/ I FLOOL) CONTROL B "111 / Subdivision En ineer DEPUTY Count En ineer � .• - 1. n:rs J /,f'' 7 Location: _ eoordiHfe 3/9 N _ R' B9E g Y 9 ai =,.> APPROVED sr --... -,ax_. APProred by : BOYLE ENGINEERING — I/ /C //Y /Ty �A� En i f �— - neers or the Di4lriCf T.M. Record From: 9 Co: of Sun O,P9a Engineer rk /,! Ch�.00 y / -277f C 001- 193 -O/ Elev: 360. 2Z Datum: 4415. L'. Y G. 5. Approval date $ 3 ���G DATE: �i(S� Z7 DATE /i - '- /R .C IS 25 DATE I.D. NO. - Ed�lAd /9,B/7 20FEa FILE NO. 3o� g_ •PERFECT'oaoras PLATE A RODNEY STOKES CO. Sj 0 Z ° 0 � D N a IN % � , Exi's� F, /7 stied Sari Ce (cr je h o ^ 3 vv h �, N N " N b It N o % �'' + �! p o EXi SL R fi'r�iShec.►� Stir q o oIN o IN o m N!4 d d a y ^ cages a k/es s: o'e 2/ D r\ ^ t', G.-o and /. ise werf q 4/ a a/ 4 4 N h 4 ,q R� o d� Grains /.ire Cad wss> mss% N 'IQ � t ti "1 h^ V4 IN o it ca'b 47 *4 3 o nl /80 �vssf S.Se �1 os N N O. h ry N cn cb 9B. %o' N 0 N h ° 125•/4' ^ c p — 989' ��/��jj V ._/_ S -. orl CU /6 al ��J ,3 `tl �j an Curb n, Ors Awe :;W7 Z*f 01� 2T 24 Z O/ 6.? on lam f 3. 3 70. 9-5" O0 Carb o/r Curb n V) II F a � PAVE TO MEET E,►'/_ST /r✓6 � ^l iE c .SFlEET /Z Doc. No. 75 -09 f6/2 N 4 4A ZV SMOOTH TRAA15 17-/O/V s? � LC 1 TU1FIE CER.PD ST S 1802 -1 ti NI E B.o 4v.,, 0 R 0 N N ❑ O O � D /V/ v 43 s 2 4/ SG 13 S ✓ON HOUNDAR Y --7 777 - \7 5 7) tea. � 48 .47 zo- 93 k M r. 3 �Zo:.7i X\ - � —.. ' .. _ Jep✓ � :n r .C� E� sf Be.-rn �iea /r) ono' > te n.. M >oiN � Joi 2/$. �� Joiv 5i!L!ybt Jar.✓ S Gf. N 83 B ��/��' ��' nv- .�ery '� 1 /7 _ 8.33) _orN - � ooa 2/ �� culnrnry �s >ory � r76.6BJ or .. 278.E �/� 1e p �2 00 EX. BERM ZiG G3 - - - -- - _ - - - J / 63.43 G ^CA- : _ _ .. � 68.97' gr /O ". ....: - 27.2/ .n N { �/ g9.92 8839 z7N �1 093.27 or �/ � dE,p : n I EasrmtnG..l p, "1 Qf C n R1 3 5- Leutodi4 l M ZOO ' °cnf5' � °•` v h ,� � v � � �i P 1_ � � 4 A 4 � 0 C �� � � Ti4,gryS /T /O/✓ h hx 0 I I N� J N N 23/ 230oN 268 ° Q 0 0 0 233 232 0 . w �7 0 V v ° q ao \ o a roo y�o y� O PRIVATE CONTRACT SEE 5HEE T NO 3 SHEET COUNTY OF SAN DIEGO �3 1 / A 5 ENGINEER DEPARTMENT SHEETS O /�` P! A/✓ f .oSPc� /L +'� Y ` !L- ! !- 7 5 FOR TINE /MP POVENENT OF E BR /A/V SM /Tf! ,PEE /3 g/7 EL rWA 0 /2E14LL COUNTY APPROVED CHANGES 1W SUMME.PF /ELF E�VC /N /T.4S Z1, /Yo. G BENCH MARK No. Description , Approved By Date Description: - / Recommended for Approval Approve �'riG�s Co „ Cou�/ri Man. No - OC -oO ZZ /r LP 37'LC/ 0, r ..v%rf `Ji. 1'W lades ¢ng /es C �7 Or Cor�1e .Pdcuo' / �-� ubdivision En neer D6RUTY g Sts�,1 L,jht /;nts 31Z4 ocaton: Fsce Z -y e hagk �s � County Enineer L " d 1717Ze .3/9.V - /6B9 Engineer of work • �k4J�Y Checked by Record From: CoozrEi of Son �fgn / � // ,Qz G T, M. iLivle -u 3re0' 2Z d. S. C Of G. S. - a H Approval date 3318 - Elev: Datum: BBR /ANS1717WR,C.E. .3,8/7 201"F1375 FILE N0. I 'PERFECT'naoF,LK PLATE A RODNEY STOKES CO. O m \ �I � Ground "`ccc 21S EL. 2/s 00 �, 4i Qi - �1 \ l9 �_ 414 e \ /V Curb &rude fvj f 1 t(� N \ v ' I 0 4 0 e/ NORTH CURB Z I %q '/� I 4 210, 190 8 l�YfJTER ' � \ ^ on Cdr-L5 M9 /N �\ l�f N p Exis�iny C- vVnd .� 205 F £, Z 5/orrn :n P,pt \ v 38 \ V 205 e " s'oF \ \\� N a&4 / I p 0 0 CENTER LIN 0' -'ne ,t �1 f� W k Proposed Finished Sur�ece Ova, Sower \ fit �_ yr `E Gmde b Q N 20 I 1 F (Un; f No. B) IV , ° 0 b Z00 `\ - — EL. 2 0000 \� / f> Z 2� �I V / 200 �\ I _ -- T Ceb /c T. {� 19D cob /e I °% O s p ch 1 /40.5 /ny Ground 4 ;ne 195 W 195 �ai aJ S. Curb Grade \ I EX isf /ny G round Linn, 4 _ 8 "VCP. /6539• ��aV \ �� s2 i 4 190 h '9� R °0.40 •ti 8 ' V.C. 23/ 78 \ moo' / ' a SOUTH CURB s � , ��'` \�' rn o R =o. 8 "VCP 190 /S3 /S' L. k� 190 o b R• 0 4 90.00 O/vl E 8" VC. P tri C NCASEMENT- / ' 60 89 No 0 % G m 40.00" � c r6 0 N q �— 6� b R_ 0 4o% 185 SEWER PROFILE SCALES e 165 «- VERT : I'-f' HOR/Z 1 ° =t0' CONC PROFILE SCALES VERT 1 = 8' HOR /Z 1' "= 4(0' 7 6 5 3 2 , 0 2 ' / SEE SHEET # O 9 1�' o �8 EX /STING PA DEMENT N \ x p H I W E x (I SCALE 1 " " =90" k,�td�TO Typc 'C" Curb X" /a-/ N �A �k V �� - - - - SAO „ n Qra:ns / N F C` � O �/� ✓ � I —__ -.- .Sewer A E/VC /N /TAS ESTATES j CJR& D ATA o UNrT NQ - TM 3272- d ° 90' 36 2G” p " � �l o 3 N - ( \ r� R 0 47}f f� G f`l / • CO °° u h V f I 3 , L q eu `� r V b Q F �/ h ( 0 V m CURB DATA J 00 0 $_ / bV - 67 'S4F" 'Z C, % / N 0 ti \ \mlj 30'L- -f6a3' 243 ZZSyn fry4Y % / q �, ST 0i1W26 E.C.R. N G�. � E P� d / to E.c. R. U v ; 0 R elav e9 as.47 m o �� 915 Q P �PN� x 0' T+ 0p N62.36 SQQ•. 7Y k y -/ 0 S�//�1ME.PF /ELO o 0 N N — /9/ s9 /O , n - C P 1A g 6 Q) w f. e. � SFF _ � I /0 3 8 SyTe ss v � t� �) ENC /N /Tqs' UNIT 14 I II9 .r `� xa t j Ih 9 p � B u ll U h - 9A, p I0 `�' \ I ^ V 0 u b o/ �(/ / 1� � �� �� z . 9 0' .2 6 '. - c p i I i s Q l r ° O SCALE: 1 =40' CuRB DATA vD Z 'n m om. / x , 1 ! a ee • C26 '04 " e V S 6 YC 9\ a h / }0 I( - _ R•30' L•�6.is' Fi I o TYat 43, a .r ,a �. .17- Cu,b Zn /.,L \ V) �`� 9 PRIVATE CONTRACT / SEE SHEET 4 �p SHEET �� �° � j o� �� tt / V ° I � COUNTY OF SAN DIEGO �3 I P/NEBRANCH DRIVE qs SHEETS ENGINEER DEPARTMENT �.( B U/ T ,oL AN ANO PPOF /L E o� ^ l.,� P ".H \ \ \ o�, l2 -Jl F0.2 TiYE/MP.PCdEN/ENTS pF / e OFF S/TE SEIf�E�PS //V s o3 o / / COUNTY APPROVED CHANGES SaM EpF /EL EYCi irvS viT Na. / - BENCH MARK r a-t„-lwivft - / / s�-Ds / No. Description Approved By Date Reco - nde fw Ap r vat Approve / S C°,re c-faa` s`-fY.+T vn. ny/dslvn Description: °.�nf�. M N 12C. o02,2 '/s L/ 7 • d o� Q' C,es� O , 26' S 'C 4 d Fsncvr. 'ZP75 Rd. / "E C P f /Q1 cu v ?; '� z 'S'- f�aa -i L' /� ^CS Location: Cee,d:na /e 9/9 .V- rc /9F Subdivision Engineer 06PUTY County Engineer P(- • wlv Enginer o yror Checked Record From: o unVy • b s lveS`/r Mf,.l e(e...J S- �4r nt.e.y e f k � San D;e `J/ Y Sgo T i ,eOC .M. El,,: 300.22 Datum: !L $ C G. S. - /'' "� " � Approval date BrmWo n, R.C.E. /3 8i7 ZOFEB75 a FILE N0. I' 'PERFECT'PnoFac PLATE A RODNEY STOKES CO. \ 4 Gr/TTEFZ o 0 0 o DEPRESS /oN OET9 /L f� � � �• a a 4 ^ rc. .P: � � N 0 _ Z/9. �3 a H n .°, GvTTER OEPf?E55 /ON OETA /L 0 w N on Curb .P _41117 a 25.50 G3e% y, \ V on Cunb m P Na Ex /5f. � Tom. //6.63' T sG3 N N 6;r04117d /,ire Ill /1/ /y •¢ - - tl 017 curb 4 i �. N% Curb Grndt N °I' 2 5.50 V y 2 °2G 2e2G • 2°.26 QO c6. arts. e ce. N 139. z k h m roe N X o o p �} N ti b a 6 . 7 i/ ` N on cure N Q a tt N O N ° N N b en Curb 2°.zc' ze.zc 2�u n Q \\ p �� �N In \ \ Q h h� N t\ he b pN \rya N Wo o m 0e N 1) 10% o° ENCASEMENT DETA / -7 \_ dM ha Nn�' N a, ro a irn o 4 WI M \ h 1 % K '�. \ q 'L \ N �• Cl 'I. \ V on Curb \ e �co 6 I �' 6 -8 y N l� N h 01 k h /f Q /� Q \ �i \\ p= °. 6 e se a a 0. f N Z o /f a/¢ e /s aj °s I a/ n R- a 9 7 °1* h * \ �- ---- - - - - -- / /97 2 n It q \ \\ 0 � I. t G 0 �= IN `'�_ 0 N \ Z/o Ex st 6 � a aN N aN•, o � �N o � o• S ON \ h P. /c c'a.b��v _ °NV IN ° °�� °�� —�°j� 5 � b \oh �V� ° q M roW 0 s °� \ r o ° N 0 N \ X % fill { \ V N 0 0 Q1 QY 01 Y v 0 `` (\ \ \ R 5 5 f'nis/r c)raoLe per L O C" \ ,v c \ \ Q \ 0 GN N ° 2 1 N M O I L.0 WO . S /andard 40�qo 117-11 o n =' P= o. o o a N1 ti 6 ~ a A. r. 9G•ff qq "Y. C. P. C D' "'1 S g ^✓. c.R 269.85' -- � ,er o 4 ° � so.5} ' °/. gale \ C. __ q� -�-' 20' CONC. Wesz` Gurb 2/0 o �� ro " " P. ENCASEMENT /B3. 75' �9O � � 46./9 V N � F, 6.g��.. - -_.--- �_ —_ --_. \ q J - — - _.__ — — P /''.P.C.P.� �_.._ on curb V + - - - _ -. — I ✓ � / �` ; n/✓4141 0/44/9 onGu�b Nh Otl N o F 0 $ � ' , N Q O \D 0 b �_ °' r° v, \O N o ` p A i It Q M \ -e=os/ e P = °6 °i° -g. ° �d 'i a� � N /!75' »' rl. N 0 O N q 0 h O N 0 p Q h N WI = ¢ ' N n.0 I A4 Jill C �erG /✓� = 8 on cui6 ro. �f 0) n o q Car6 t q �. a 0 / O " 4 NO:7Tf1 SOUTH m o qV 28' b CO 5TAT/0/V/NG 37AT/ON/NG T' a o , cr �- oncarb N Q GvTTER DEPRESS /ON OETIl/L 0 CO 0 vh NC . ENC//SEMENT f , �J n 0i S f Q i 20 0 ej Nh NX 0 \i V e , ha 5 v� ti I'°j �23� ooh 23 "� ie 0° v �h o F SEWER - IIV.9TE.P CA'OSSIAldl OrrV /L 0 0 \! �• 0\ �' x u \o 3 I '� h � m o L J V 2G 7 /vo SCFJL E 9 23 3 q I Q 4 N b Q' J t l a \ 1 4 , N a o, i : Q " ` , + \n N •l /O'.leu'Cr - p 0 ' ^T V Jill N o CONC. ENC-45EMENT o - 74 p,i,, ml h 2rOS �� r N o �o D N Q tiMa ooa /68 n / Lg.54 N v p N Q ti QI �N w SEW \N B.C.R. pi 0 \�' \ 2 _ va p , \ I \ `q ' o' h o \ b 26 �� > V S ER >'P 'i � ., OL � o � e N � \ I G' �1 20f \II \ I S �4 Q . ,�, -� �L 3/ h v° J �, 3 a o * p 5.G 76.29' 27'" S�, .., Or•n e 7 -3 03 h \ , - h 1 � ° 3 � � I No. 4 Bars tiU $f.GB'l' �� QJS. /L 2a'7.O 200, /97.D / -� To/ 0 O d p yA' % j � � 3 Q �, h/rap 4U-Ph 3q .1 3 /5' `D 6 • `G '4 G ..SY ti.., ®S I! v c c a •cr �� o d 90 C• ti% ' \p 0 -� • d A ♦' /S'� Fe /f = ¢>•F� \ o M1� o —- ° r _ S. ' X fJ L� Q ' 6 • ,!r 3.7 __- c ✓. G. P. / N2/ 4.7' 24 w/ 261. BS" - -. I �1 __. 7 , 2/x I. az S qU1 _ a _ ;;c = =s.� d !i CONC. ENCBSfMENT 6 V '.N r 1 + 0 /97 SO B.•✓c .... -- 8! q- 3- f °..,� � kD _ � _ _ ', 6 �' � X � p EWER W TER CROSS /N ziia_ ll �.,� M.$' � 93 OETA /L STi9 3r S4. 96 h F A '� � lT� Zie. 80. 08' 11,'� 74 oz' < s•• �� . 4 � h r � � �9 o F9 ' NO Sc AL E (a .Q Q h � 8z w zzo. ;1 .'..;.. d D p D h 6F �a. \ L L y N N ^ i� b . ti ° 4. i - 22.23 ` Q � �� ^_ t v .. nl 0 Q pp �.•�.;� .. �' /o %99 C 3 °e J! d , a�0 b Q P` �� 0 �, cPn �. Y p ,s 0 \ry ^,b �9. q/ A•, "' 18 , •• AS B �/ L T '. - y h t Y J 7 r i I I q ^ �\ \ 4" /.3 ' ,� v z7 ' 9y \ ,\ V G� �„� ( p ` p V n V 1 t.0 \ , Ip i \ Gurb Do�4: A )IJ 4 Bars % Q G 0 '( t\ 0 0 \1 \ M' __ 1 �r P b °° y 1 �� ( °( ^ \, 0 NCO. / /Z - 1 1 - F ° Q". x O r 1� �QO h OV h NA \ 5' °`may 0 y E. BP /9N S,401711 ° F� . r N ( L y \ 0 ° ° 5 ati \� h `0o N 0 .t a \\ �.p e qCE /3, B/7 ;a. / O U \ hk e° ®h (" 0 �� (\ J ^ ? 0 0 \ 0 6t' 41 �u 5 a 258 o h' V ti N 259 ° \ �� m �o h ^ 3 �-� V Q I v X X I 0 PRIVATE CONTRACT , ° Vic. �B.y o / (} O ^ 7i Jof e '• VJ ,l U ry V. " vD h \ 2� lD o y � '� �) . L a v a ti` v q h Z �o y M m 2 ,1 h 1_ v v Q G 3 x \ SHEET COUNTY R SAN DIEGO / e �1 / ���� � of , • \ w 041 Q u ei. V � � (y � y rN �° � a� �• J '� ENGINEER DEP4RTM ENT SHEETS �{ 0, WG V + �� o� ?� � P° �� o h o' PLA/V An/O PROF /LE / D Fo�P T.�lE /MP/Pa ✓EME/YTS /iy COUNTY APPROVED CHANGES /N SUMN/E.PF /ELd ENC /N /T9 S LiY /T 6 BENCH MARK No. Description Approved By Date „ Recommended for App oval Ipprove � OU/J�L/ /ti1o� /l/o. 2 1 /z r P 37 ' Yr \L�r9, :.,1N Description: /. Oe - o D S G°rrecfsd S-fa on in9e Q -�nc¢ Cve76 osf /a v Zoe 2 _.W 3 * 6 i f�J Subdivision Engineer QE County Engineer + r%".;ibk1x1V n e i ads .w �j ?f I5 A . of e Cii pr ea ' s o/ . le /Lr� Po . � L / 4� +�. i• ", ® re vr>+rd rG rn Location: / z- Cbr f�s'f �e'kro! Fc.7ct S'�rct�L: Lanes tlra°E Coordii70/C 3/9N - /60°9E - TM Engineer o work Checked by I �, 3 /ter s7w 4 C.Oerq of _aw ! /C ( .PdC * Lom F, /,( Record From: — � j,k �",�" ..n. J App roval date / Q Elev: -MO. 22 I/. G 5. R.C.E. 13, e)7 20FE date / IMIC:Ft(7i'FLMEL 5' "1 /0 Sfr«¢ L:ghf Datum: S. C S - r✓ FILE N0. 'PERFECT'Pnonl-c PLATE A RODNEY STOKES CO. C b R1 °0 j ti o C a 0 qt o 14 ry N N . 0 I � . � � � 0 u �O /^ N Cur,b d/4 d/9 /4 / ) Q N rvl Q1 �0 pq Tap o-Y ' /y \ 0 /9 o 414 \ n, /v V C41 o m C 97 7 d/4 2 V. C. P. . 2a2.$ p = 4 Bo• ./� F j/4 v P �. 7� — 240 Ex ;- v4, -ound e ��q 10 14 A�4 N ZOO /Y Curb e d/4 To orb Curb ° V o d/4 f6 97 �'-,- nl C j n N Z; n rQ on C."o N ti N 1_ \9 N o n Cvib t \ r N `I o Nth u 30 . 0 N N �° o r t) Q 4 � j h GR90 111/6 r l � A 1 ,p, 73 )3Oe Kj b O L - 01 \ N �} 0 0 It o a N (F!/T!/RE U�V /T 7I s ` N X O O N V 0 A V o \ Al r v 1 0 ep fe o \ \\ N N 0 ap �� i \ g a N ti, 0 o n C '\ 9 0 5 \ n' EX;S�iny Grovnd L; ne N IN tb 290 � ,_ __ � r GrAde � � � A M1•, /�.asl� ,.� c.,y� ear � 196 I L4 FL Cass- 6 p h 3 S' �3p a L.ne IQg D� IN s ♦ �- \ F '14 d/4 d/f d/4 d/ COAte N�.eS „ a c b F Q N Q h Top c., 5-'I\, Ctir d/4 6M �7 A hp' b V 4 /q�� � -Ex;s covnd L ine �� i. ,c h gt 8 0 N ti h h 0 //f ° o o_ I a a \ ZOO .S' X61 d 4 4 rn N NN N My \ To o /c 240 \9 p a b q d 4 /4 d N \ P S J C[i��� I N �• Q O ti b 0 /4 �4 d14 t6.9J b N b \ V on C,..b N ri V \ N N 0 N V W�9LNUTCREEK OR /VE �; �o ' c ir 0 N 0 \ PROF /LE SCALES 9727' Ex;s{)ny Ground Lne 2e' PIZ ?OF /L IV YCZ £N OR /VE oncar I '. 00 o a I Rn h a T T P p I GUTTER DEPRESS /ON OET.9 /L '� scc .Sxrt- �� I (� N o . 0 *4 \ N \ `` N pR h �5 N 11 m 18 ' ?"1 1 GR I#- Q 4 SeB .SrEv-n ,�rvii! S 4 \ v o /B' / � �• J h Q Q ♦ 0� 2¢0 o . �I, . q 23B �I, gIR 237 y tr 23G n a� a' 0 0 In ri, h 3• 0 0 Q > N b m 2� 6 �0 `'� 0 V ^ M s +o 6./ p. N ti w c. A 'yo izi. 40 J : 89.✓ v' `!i, .59 3S' 2/" Sf� o Oro:n .5/ f.0 Y �p 3 A p I Y; e� .47 DR P. zs3.aC �. _ p4 P30 eza pa �2 K 5 4M1 N \ 0 e �H• �3 ••C. f' fl �� 6 6 0 a"'Cf V Y` � Q M `I Q •/ / x OQ WALNUTCREEK �. /73.5 n Z e ..,.�.v 3d 73s' G7 G4' � rp Ilk ° oU C C N A3 c 'c.F 8' "��P G ., �, F' 'V 4 �J G"c.,c 8" n. i rV ♦ G "cam -� _� - -- C � 65�7 �i- L -Fs Z /•' fo.n- �� �p N ic8. f v 5.99 S2 9 Sec C- Sep�P /2/60' 3 bQ 60.00 gz.00' C- -0ss," C am. /on .5'hec -<¢ e Toe of hti ln ,/1 _ 2os. i i \ 8• /I• C. P ,")9.0 SCALE:! - 40 0 �\ p Q a v E.C.R 4 +09.12 r fl E,C. R f + /o./ V Se zee. CO 1 0.4 R' Jf27' 7174' ?sr 4 /c/ aS�ZaGtS \ I 24/ ��' r �� �, v N W Ns I 0 a0 N e� u, m N Q- X50 G h 4 ; SEE SNT 9 FOR l p , ' °0 I S TOR M O.?.9/.v w 255 EASEMENT K u " u 2Jrr . DOC: 75- - ,926973 'rl ° Nl I r N �s b '' 253 a I h N o° h' q w , Q v OATS : 2 - S -7 -5 Z wo rl N . u, O � � r Q 0 o n Q �' �� t j �Q , Ol. SF/BD /!C /S /o�V BOUNOAFZY /VY6LZ Z.ell/c ?; �• iz -rr -�s Q E 8vP /.ViY SM /TiV .PC.61.9.6/7 SEE SHEET 6 Ji b j e PRIVATE CONTRACT a C p y � N SST I COUNTY OF SAN DIEGO I �� ENGINEER DEPARTMENT WALNUTCREEK DRIVE SHEETS 1� y o h PL ffN ' 41vo P PoF /L E of ti 3 � � Gl',4LNUTC.PEEK O.P /!iE f' /�' SUMME,PF /BGD E�/CL.V /T.4.S !/H /TNo lo. COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date Recommended for Approval Approve Descri Pion: Count Mon Ne ()C- 0022 '' /s' P. 37'W o C (f C.-es/ D.. d 2 X2,4 /1 � ss rats• t.'ght /.'nest huuE p Y - l J ���� � � R C /o GQ.4C -5 2L S. °{ /%/be Rd v / "E C P s Rdr.d Fen a (/ L; /if TlvY� (eao.a. Location: C..d /nape 3 /!N - /6B9E Subdivision Engineer GIEPUTY County Engineer rk / Checked by M64r...�jiv { ,y Record From: Cozen -Fv o� San O:eyo ( G ed ` •eOC T. /filar. /JLyyr//1 A rovo date Elev: 380.2? �/ S. C. yf G. 5. R.C.E. /3, 8/7 2 O/Z 7 45 r 1+1s •, >,ps, Datum: FILE NO. 'PEIRFECT'wronLc PLATE A RODNEY STOKES CO. ° o o `o !� �� h axr °f 0 0„69 Op l ♦ Ill m I �) N \ J N o a1 ( � N h V i(i V 0h �\ D a * Ex;sfin vronclL ;ne � r° ° N f;N \ ti` h ti �vv o ark �n curb �� x q' b onCwrb v Op N 9 b b N N' n N li N V a N 0M To oo afore clw- ., V V Q� ti Q d b 0 i N N b b N N ;� oo p qN� N nv N do oy °� N N If N 0! P: s V Np \ m � .. N m N _ e / JJ d /4 d/4 P. 7771 X" 3 a R) A I Q o / 6z.B3' .83" N /y �URB /' 4 62.63 " 3o. Bo' b /2 BB S N � �- Q Y 240 O 4 d/q a d� 1144 t`Cz/�`b 2'1 0 Ground Lane 2'f0 /4 4 4728' d/f S ! 0 0 0 �x;s�;r� Z U �� N o d p 0 \ V FZ.249.78 \ J In N II a 0 it N 14i �q 41N oo, n o N � ,;� n (a ^ N N N� ° h� h o on NJ hN �h °�� �� oN b ti o 11 �1 b 4l Ex;rl Grote d Lane \9 �1 0 N b tt N �l { `I b v o� �� 9 } �b \N o�' o h 0 \� N \ � N 4l� ��Nq/C h N h q o N N °` M d N n1 N ti N a 0 c�r.ur. �L60�6 g N �a � y n N ;A E >3.3 0 - /o/ O � N b b N M a� I ,� � p„ A.c•P r � 240 R / _ u ✓.C."P.P4rF - ro — � - 2 // .3S'e "✓c c ®o 240 j g ., vC O / 0•� � p Asr♦' 4 B" v o S'+ 240 o� xi my G.ouns Lln< 240 .l o E' -fr `" ` -.— 3�9.s f s � �k 0•S >: a — N M Q<//9/ } Zoo. o' 2¢8./0' psi g s r ExiS'/ ;ng Grounc/ L :nr nt F �IfI 5y0 ry/ PERSL- 79o�DE f0 e V ti� o O O (SUTURE UN /T 7) COAL a y Too rsf Cai6 , �a d I t • - } 4' d 4 n/q 414 y M it a.,90 y � 4 �` l� 0 0 n A �- o h h N o h N \ S' /y CURB ;� H n o li ^ lib V b �N a �! !�l/Ps Garb 240 h h b a V li N a N N N N ` N ° a 24o w �sf Garb 2¢ b o N N Q N 2f0 N� N N o JN �. 44 4B " 44 47 `! of ancdr• a�Ci 0/x cu/1�a 7 90 Al. C. 11 r rs SF' l, onCw^b 6z.gj' / Cui•6 Oo>b V 4727' v �, o/i Coi6 PROFILE SCALES: VERT r ' =e' - PROF /LE SCALES B /RCNY /Ew ORIVZ W /LL0WV /EW C04IR7 MOR /Z: 7 G S - 3 2- 1 0 O oor`4. 250 249 "G a = 26.8 0 1.3' -or";" .n / V X 0 9 6 3 Q \ �y ��ti 0 �4 3y G I hl p � o A tl�Kl hl 00 \1 h F c 5£E SHEET S ZS1 0 4� 248 0I0 N 4 Q 0 0 SCALE: 1= 40' do I b j Il h �t ry h p� p V O K � K ' ZB' 2B" i � � 238 m /'$ N 253 252 o 3 , o 0 0 297 Q h� ; r I Q CURB DATA i s O % r 2 S B , \ 6• a o e 1 '(u +l Q• 89' 4Z' 31" h d N y 0 or Se t O +SB ! q h o Q D \ st J b R= 30' L • F6.97' I e P \ t4 E. C. ! . / l F rye tBS45 /t 5.4G +i kj Q C UR8 DATA „ v 4 y 0 v ti �. a ., GW V Qj ro V I C A • 90' 17'28'" D p Oti c„ 12710' `� ?, �' 709 90' 8 - /07 5 r c � p `• :: -- N ` 5 n Ow6 A G 27 ER I I I � Fd' o _ ra ° an �e B• /a < 24! dYs . � 243. S /7 C. P o N r 4� —e �• ' "� • Q'� .n 4 a ° ems � Oe /s -ft4' W /CenS� 01 Untl7 QP ..�; �.,� P "B r a S% t• -✓ c o t 6 Noo °S /'2G' "E e N 00 S /'2G E Sf lfisr. B /oiled 1> 5- '� x 243.49 47.03 c..cf s G "cre N easci S.vvias� �� i ��"',, 72.00' 54-90' 18 5'438' 70.68' 70.6 ' 7300" 70.68' 70.66' - h C URS DATA E. 20' CO nil's G Nc. � o U d= 94' /T 28" 2te %9 2 +8Lf7 �,� , For Ui.f No L C� ;, e 0 7.21' R' dS a�\ �v� M ENCASEMENT R• 30' L= f `1 r �I \ 0 �� pR'� a ► C(/RB ADAM-' o va ° h e,��ofP 7+r- 02.6973 �2 �JIE h ro j �a ° .4 89 \\ y ii /�p� y �o oa�a: 2 -s -7s AS BU /L T " c h 2 39 ����24f0 b �x e S `� 216 / - r/ - 51 8 2 4/ 242 249 0 294 24 .9 /A.V .SM/Tf! ,P C'E: /3 B/7 Ck? x ¢ BIRCH wCw yk DR I VE y J PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO G ( ENGINEER DEPARTMENT SHEETS Bi.PCHYiE�v O/P /t�E ¢' � �� - � /LL DttiviE'w CoU�T - ` /N 5'Ur+1ME,PF /EL � ENC /N /T.•FS UN /T /YO. �o COUNTY APPROVED CHANGES l v No. BENCH MARK Description Approved By Dote P ' Recommend for,A p a r I I App o 4 Description: �eun -fie Men. No. OC • 0022 '' /B" /. P. 37'W e� ('6reJf O `/�] � P/ CyJ ♦.,... Y -,. r,�.casiora F'rtcWSaON l 3w.10•l Li�Af /, f's/.o.tr. S CG'S -f Mt /ba Rd VC C 0 Rd «d f6ACV Subd rvision Engineer ngineer DEPUTY Co�imy E Location: Cea.d:na 4+e 3Hi N - /6B9L MAR' 5 1975 J L 7 D 1975 Engineer of work - � Checked by Y tM♦r�aLMl fr i- ilk1il ovaGw Record From: C.en-Fv e,C San DiNp tL A pprov al date T.M. Elev: 3f0. !? Datum: U S. C. t' G S. R.C.E. 13,8 V .dOFE67j�' - 33 18 - 0 6 FILE N0. 'PEPFECT'PPOrac PLATE A RODNEY STOKES CO. W � a O 4 Q v W (zi v v c Q ix fY. 260 5 N 0 0 0 ry e tih � T FL . BROW 0 17r - C1V I 4 250 aQ W V) k O v W� 2t0 1 A ° \ TOP PROP. N CURB o a O 0 � Q v e h 230 \ h L h ri W O �\ 225.0 PaoC �•wLr � o W N ry '•� \ I I 220 \� I SAME i 2/0 � PROF /L£ SCALES 1,11 v o o \�� \ \� v �� o VERr: / =8' 36.13 26d.72' /9/ 88' ti� cam pQ�� �0 ��� /S9 79' HOR/Z: / "- 40' 2/" P /PE 2/" P /PE 21 O /PE 4\ \h 2/ P /,� 6 S 9 3 Z / 0 y�'�0 O NOTE= ALL PIPE SHOWN ON TyESE PLANS /S R. C.P., A.C. R OR C. L P. P. OPr /ONAL. �. 0 STRENGTH CLASS. F' /"0,0 A.C.P. 20000 SECTI A A `' © / irk c `� N �QV 7 Wasp d :�ch ® ;n /ay A 1,_ C. A P.P. -+27000 Is, �'� PT V 3 =8er� ;- circa /sr d.+tcJf S :rn; /a. to -5 EC. /-1 -.9 f 4� pro1%'/e Q V \ \� 6� O 3' "A.,B.M W/ /7 E.. ware ~sAl 2 s Qra;na a Ensemenf , J O �D h �, \ stucco heft. or 4' C/. B. Q V d' 5' \ c c J ,� a 1Px00 OJ y �Q A\ a CID \y� /O'Ora ;H oye Easement 1 a \ N EG2szo " o b S "C oncefc � Sn /°f I %za + A J � O A ( P � n � O� q '{�onCre'a<C' / 8i O' p.'O Or S ;/7 ir< w:rc +wrr \ QV 1 11 VV 0�V 102. I'�� slrrr W ARP DIMV BACK /�4 Q. h ti eh s /hero & zwEr -0 C 5 D or4 "A. B. N/ r..� //� T Gaya w /re ayes/, 2�e 'n r` I EXPOSE IC&L 0 � 240 II 0 2 3 8 .p' `237 234 2 35 IV A re . 3'X / 0� OPEN /NG EACY S /QE. c I II P N 2 34 E 0 Mod; f /ed. Type 'J' Drop Inlej I I 1 1 h • C L G/ W,'-IA 3'X /• 0 "Open/ ea.5..'& I 1 /"R.CP. v -�( y h� Sl.t}' A + (Co. Sit ill. A0,I D - /S) too(2) I ` +0 Gra rP5 A 8 g Sfd. G 6 des o (G- Sid. Dw3 /// -sr) �'u N 88° S� G� N. 8� 5 06 "W 9 //.88' 2/' P / ?E L— - v l 268.72' v P /' �! Q N \\ WALNUTCREEK OR /VC \ SEE SHT S \ 1 in Crop channel gra. 4.pra.Y I C � " \\ / . 1 i -/her side O�:n /ef f'o expose �// Two /2/.60' \ /2) SFo( CC p° A; G- ra'/OS = /A;,9/7 o (See prod /e) GO.00' 82. 00 7Z 2S' E e' SCALE / "- 40' 0 s 241 III III 253 254 255 �� SEE dolts SM 171V A C.E. 43, B/7 N y EE I � PRIVATE CONTRACT j SHEET CO UNTY ENGINEERR DEPARTMEN 7 Sr,cETS PLAN i' PROF /LE ss' ss FOR T/'/E /MPROVEMENT OF STORM BRA /NS /N SbMANERF/ELD ENC 1N 17AS -UN 17S M 6 -- COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date Un Mon No. O C- Recommended for A pr Approve�< I _ ,.'< j GerrveF Ss41:en:^9 Description: � o �f 00 22 �2 .I /? 37" n 0 ¢' Cres{ Or 26' S' ° vc Me 76 oti Rd. (�// o r QEP!/ly County Engineer . 2 Oek i teens; 'on Location: / E 0'or A-re Rd wa:. Fenco rMAR 1 975 - - ITN �� 'c "'fir As Bk /�4 s// Co or4'.n¢�e 3191 - /6B9E Engineer of work , Checked by T.M. FI Record From: County o < Sen Diego / / _ IeDG M1ti:httJh ll.fwq 4 MIfC:ttU 6t W Elev: 3B0' 22 Datums 4 C- ..5. <ti'r Approval date 3318-6 E. BRis�N S /rN RcE /.28/7 ZOfEL37� FILE NO. 'PERFECT'"MILE PLA?E A RODNEY STOKES CO. O Q W J lh U Q 230 �' { t, j N M1` I 3 v 3 ry�G 220 h J Z00 \ P l ~ \ \\ j m o V. C. P. Sewer CID N x \ BO � W In c o S s'o r 1 14 - -t to M i' 200 �G S TOP PROP. E. Cl/RB 2� \y�1� 180 I9 u fig I ' y5 f 130 - 190 r /P161 S ° //9% ZNi 180 180 PROF /LE SCALES 21` P IPE 252.95 2¢ P /PE 222-di- 27 PIPE 21233' 42'P /PE 2/ P /PE VERT / °'a' HOR /Z: /--f0' 7 6 S -4 3 Z 0 /VOTE ALL PIPE SHOWN ON THESE PLANS /S RC. P, A. C. R OR C. /. P. P. OPT /OVAL. 57RENCT11 CLASS R. C. P 1350,0 A• c. P. 2 000D C.iP.P.�2700D SCA L E- /" f0' 5EE SHEET NO. /0 1� \ V� q O � I \trti D 2 �• 8 ��a W ye a q�. I" 267 0 2G6 I 2G5 264 G o Sao I III � �� kr oJ� �x�X e I 2 .3 C; I 4 I 0 �� xI � hX `' I �� � 17X /' 0 JP y k. 23� (' ° A 2 `P. o i � ti� p h k` � � III 0 y \xo 232- v,� Jp 0 k gay\ �� �a III III y 1 2 SEWER Z 3 � y � 7 See Sbcef 3<9 A- �� \ 6 p. 40 " 73.03' L If, 9d ' 73/0' 60.62 ' Z 3 4 ° (+ 6 �. 97 / 2 /Z33'- 42 "P /PE S /7-s4'�5L SZS• g 8 ' 40 22 �=27` � P /PEI a° %cam m s °cp 5N \ — r ¢ m DR/ VE E _ v.c.v E — – — 7.30 92 29 Se 2 + •. p I P C � M V� #0 08' 9 L '� / l 2- /1- 75 h T B/7 TYPE A' C[EANOUT S TA. C 4 STO c P N � � 0,100 �B 81 - C Ah'EAO k / , ti V V ,Q \ 0 0, PRIVATE CONTRACT p �� SHEET R COUNTY OF SAN DIEGO 13 II k. 259 2 60 ENGINEER DEPARTMENT I SHEETS SEE I % Z FOA? P 7',WE /MPR VEMENT OF S'yE / z ,STORM DRA INS /N SC/NJMERF/E4D ENC/N/TAS- (/N /TS NO. g 7 27 COUNTY APPROVED CHANGES BENCH MARK _ No. Description Approved By Date Recommen ed ppry for pr Ao F'KtCIWONI_. f'�it(:I510N Description: County Mon /Yo OC- 0021 1 /2'�IP 37 ' /✓ • a ¢ C.erf Or 2G Engineer OEPUTY County Engineer MAR 5 1975 J UN ? 0 , , -, As- 8a,t(� �(�- 3 /,Z( /� Location: _ /'E Co r Po.te 'far "'de, Fence Cbo.':IIII a 319A/ - /Q019E Engineer rk i Checked i MICROFI �IlViiuhlLly! Corn "sr off' S<n O /eqe .20 / C ��' : � Record From: / M. Elev: �Ba 22 Datum: S•G. �. 6. S. Approval date 3/8-6 E BR /AN S /Tf/ QGE / B/7 20FEBTj FILE NO. 'PERFECT' PROFiLE PLATE A RODNEY STOKES CO. 2490 PAD QI O N PR /VATS 4 1.5 1 L- 73 O ti�6 a 2 2 .� e � GRAO PE.4 / STORM ORA /N I S- r 0 (FUTURE /.*/r 7) I e ae at �v c� VI`i V w 44 m 23 9.0 I A L2 W. in �✓. 2 70 ` c ey .° Q ao g8o o Top paoP S. CORE W N 230 0 , Wq k I Q W. h 49. 05' 65 . 06' ZZ��T o��� Q Q P N J /8" P /PE /8" P /PE 142 2P /PE � \n \ in 2 AO ri e ro �, 2,�, 0 o v \ e�S o \ W Q Q IQ Q q V K' h �0 2:50 N o E 0 v o 2O �� \ ? ^ Q ��� ��_\ h N a r3 2/0 Z, 5.60.75 Ag; v l�a 0 \\ `4 Q 2 43.0 PAL7 n Q l9 p �� in l(� cp 2 73. G4 _2/" P IPE 10 9a� I . 4 ,00 � I I 8., yC.P. 230 3750' i s, s 0 s - n� sewer. 18 �° 0 N I9� �\� 0 286. 13' 21" P IPE \ _ 92 79' ti� PRO FIL E SCALES ° NOR. 1 "= 40 63.08' /8" P /PE 77 al' 8 7 6 8 7 6 5 4 3 2 1 O NOTE= ALL PIPE SHOWN ON THESE PLANS /S R.C.P.,A.C.P. OR CARR OPT /OVAL. STRENGTH CLASS RC. P -+ /3500 1 p� A. C. P. 2 0000 C I f PP • 27000 SCALE: UNLESS OTHERWISE ssi0 wv X PR//'A TE C °, STOiPM ORA /N � � I N �0 1` oR 2y 5 � c v ' ��EP�025\ I II I 273 272 271 270 26 9 N 2 G 2 °P P O��x O p y w� o "INLET DETAIL N of ,5 P" �o ao �' 'v' o /rcH� I q r 8 pE o 5 P . 9 1^' l II �• 1Q h� � W /VO SCALE /VIIa. O mans,.ns Per Ca. S><d. D..g 208 Syrns -fn <../ a.rro une 114 \ IV 99' /B� "cmP I 11 _. •'I " li.i. ` -_,� l_ „\ iii "? i'���1 it // y S' 3 .50' 92 -7 h 4 p On or: soot m/ ? s v? / \ ID\ M RUN /8'• Cm. P IN T O 0 , \ s? 43 01 7S. S0 77.00 82.00 /00. 44 103.19 g�. A \ 9n ' REAR OF 'N ' INLET fJ $ a - -- N I�LE \ I T h o 6 'r'� s /urea mr N•9� �.1 O \_ `^ S "" e O o � � • %Y �\ A. B.M. W /r7 C. w;.a sa s� _ I V )'GL EN D RIVE _ 7 Lo I +nr }/. s�r/rro melf;n� L I _ 1 ra S' Tr a.r t. ��,{ l0 9' \` Ul /SUTURE ST.QEET) 5. 2 6 "rC N 88 ° 47' 07" W 7 3. Se uev 2 G4' -� 6'/4 "W. 286./3' 2/' PIPE —� Z/' PIPE Oa 32.5/ 77. 50 7750 J� 77 SO 7750 S6. G 5 7/. 85 V A' s 0 J IX 113.00 \0 t✓0 Z� ���� ^'�\ \� �. o 0 ° t I 9 j S�6d.v,s,on (Un,f 61 Bovn Ja i 5'( Ola� e W a o a 0r; ° 0 9 a 0 G 5 .. .. I , 00 0 h k �P v \ E P� o A� .� S I o W he v. W l ux TYPE'✓' DROPINLET- 4x 4' , N v v Q 7 9 280 281 982 2 8 3 284 °'� \ 2 Co 3 E aR /AN SM/rrr ,Pc.E /3 -R17 W 1 3'x /O' OPEN INGS EACH SIDE, 1 a p I b h• y� Py FORM S' TRANS /T/ONS i '^ V Q N e o M 3' TO S' WIDE DITCH W EACH SIDE OfIHLET Q V) /0' 014'-5 l D 0 PRIVATE CONTRACT FRO I \ , 4' ° — e E f SHEET y0 ..;na .semen COUNTYO EGO ry �ocumenf /Vo. 75 Oz 69 , V ENGINEER DEPARTMENT SHEETS SEE CO 3TD. DW4'D - 15' FOR 2 7 Date: �2 -75 DETAIL Of INLET v Q 3 s P THE IMPROVEMENT OF Oro chz„c /7r zee o. s' !n FOR 0 Trans ; /: v, fo expose /OPen:n9 � � 'o• s. 3006 s' 33 'v✓ STORM DRA //\/S ' x 49 oS' / 8' P /PE 6 SUMMERF/ELD ENC /N /TAS -UNITS /V0. COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date d for Approv I Approve - - - -_ T SE Descrip Recomme de IN•(t S I „c�d`St�iN h ST -/4• ETA /L 1 c s s aeps9'b�° 2 P C00n�V Mon /1' °. OC- 0022 e / Ifd.37 «.4.ta/uFM '_ 4 911 a - J 5 10•TS W . a� � C�es1 pc 6' S °� Me 6 7 r N 7 GCE 9 ) As /3ut /� s ,.o, ,. 3�29 Location: / Coe�dn Rd1 /9N �, /6B9E ubdivision Engineer o6PUTY County Engineer L y/t J . ;l COOn! 0� San vie o Eng . ine eejof ark n Checked by ✓�14f�f�ftrVJGL� Record From: `/ 9 �/ � iPOC T.M. viol Elev: .380. 22 Datum: 115 .C+ � G. 5. < • /'��'"" Y N"° Approval date 3318 -6 ' E BR/.9N51Y12 y lTCE /�B /7 ZOEE675 i FILE N0. I I 'PEPFECT'orxara[ PLATE A RODNEY STOKES CO. P N M' v ri U d, ' 0 QN QN 4 J W Q 60 W 80 W a �', �• — H �I b H o a /70 h h �N Z� 0 tl+ j g PAD PA fLEV. Z0 3.00 200 mo ti S /60 2 00 e "/I C.P � � Ex %s�60 "R x -� 72 ' P /PE 8" ✓CPT n p < c j 9 °N T j0 �° z v. V N Op o w vq o v 1. lk II 0 N S h 9 3 0 3 170 — � p ✓a., =40.9 0" 160 y \ o — _ Ib��i , m 1 PROF /LE SCALES �� VERT l 8' �� mr 156.87'- 36" PIPE 27/93 36 "• PIPE 73.09' 72 "P /PIE / 79./9- 71" PIPE HOR /Z: /' /60.49 /B" PIPE 6 "A.B./n. /8" r;P ra 7 6 s ¢ Z Q 6' F,y/ er.a/(u /,2> s 3' OCan 2' Th :c� rock Cv /o/� cva // SECT /ON A - A 0 5 - E SP %LLWAY /L AT R/Gf/T EXTEND 8 " CUTOFF WALL 6 " O PAVS:MENT yp Nh o0 NOTE: ALL PIPE SHOWN ON E � THESE �p o T T � . � /2s h , D °. O �V' 1v s Fence PL.A/VS /S R.CP, A.C.P. OR C,/.PP \ Paved 0.o Horn of Basin OPTIONAL. STRE/VG7H 0 SCALE 40" Q. � e 12',A CCESS ROAD, PA!/EOW /2"F.C. o' 0 h M 1 -- r� ABOVE EL. 16125 AND 6' AB.r1 4/ /7 GAGE C /PP -27ooD �` /x A OoO� / \�` w, r �y /RE MESH STUCCO NETT /NG BELOW p° q EL. /6/.0. LS £L CAM /NO b' RE _ u v a o`� 0 3 s WALL DETA / �— / s'cha;n L'nk Fence Q N �P t � Y a — Ex,sf n 34 5 ca le 3 �P o� � � � — _— 3j C — Q /��� ° 1� RUN 8" WALL TO CArCH WE /R WALL' ® P X� �� I t ti b F ILL SLOPE AGROX. 3.5' - - -- _ _ - - �Q ABOVE F�T //VG s7LLOPI �p is" '@ SPILLWAY -- FGq /R b✓ LLS AS SHO Embed ' oOs /s /a" K r0 Rs _ Remove rox3 /'a� n°( � r O.G V ✓ -s' fe 60 "R.0 R 0., C9 /' REMA/NDErP 3 - N /B ° /7' /S W 27 /. 83'- 3 6 " P /PE i e ase g a s PeSS :b /e ►I N /6'57'3 "yy 6 n uu yP.ca/ OF SLOPE _ - 9 b4 TOE OF BA S /N EL. A� / 2 5 See Nell oY 2 i�sx37 oO.c M =5" 25//34,25 "E �� r 1`6 o /2' Loc %eel 60"P /PE xS4) /e °C.c 0 h M o & -OF , N Cs @6 °OC W p \ >9�/ �'o 0 3 1 0 / de SPILLWAY CREST EL./s6.92 a 0 ¢� �' 4 e 7 �� q3 .o / o F /LL SLOPE c s Q y° ry o / i / R C� o G o 0 /VOTES 71�SL G Ai 1 X 3 -S' G Can farm oGk Lo 2` /' -9" o ROC.0 PEA 0 G C Q O 'C FROM l✓E /R . /2 "RCP Ora %n O • x 1),411 Coel Cre 'le-200085..' 5' r .n h /5 6 "AB /7 G c\ p h`�, c' G M .2'• ^ 264 3/? 3 1 / 3 /0 3 09 Drainage Eyserncnf `h 0 Rock Per Set note 2 A// u/a //s /o " -IAi ck 30.8 De fa. / of r.ghf � � Document No 7 -0�6 0 N 3 M;n. Cencrele Coven_ \ OaEe 2 ...5 -75 I 0� I� n/er6 -" O0 � O O O O Q� 0 p0 L7 ©' G O Q o Q /S h 7 - o mac/ c� o o O C o S /O o ) -3" Oti o, � �__ � ®y /s'eA' We;r war -e- 47 0 0 0 E WALLS: ® if) bars not noted eLre.94 � OI ` ��° N hY ® / 1 V v, .,� Easel S�de CUa. // =30' Wes /o •. , 53. ry /9 "Cn7P Slzcnd P, oe F P Oan'R ✓n Stand p,pe -io de.y /.94 '"M 9 RIP R /P -F¢c; ny O' /, /'7e -lh.B f /aCes7 ent NO SCALE I*"SCALL /sV4fe Specs sac . 72) �' /NG HEAI)le//'LL- G:; STD. OW6 D -2¢ -/ Oe a; / Loa/c%n 0 C Co.n /eta /y enc.' 3'— Lv k P Sub d; Yi s' :on 06/n rsr J q' O�Ea. % 'q• 45'< S Ch d. L. n/[ /FwnBe pe ebA @ /8 "o.0 ^ ,P °� I 0 k s J \ /6_s A/0reS -7 ,49 464 T E 5110-e ROCK S /DE � ° !� 6 ! -- -- / PA!/E B077 OC BASIN W16 'A.B M, w //7 GAGE •I �` P 1 ' { O. �PV O s ly� ---- w " "ea•F P /a Joint WIRE MESH STUCCO NETTING. PAVE S /DES TO 5� 60. 62 49.93 20.E 70.30 �. , 6 v9' y S I G' o Q Per. Ce. Std G -42 E[. 16125 W 4 "AL3M W / /7GAGE WIRE MESH 57 -0 NE TT/N - G. 2 STAND P /PE SNA[[ BE /2 GAGE, /8 "CMP W /2 "D /A PRIVATE CONTRACT � 0 SEE ss'r. 4 a m � . , e � � PERFORATIONS A[[ AROUN c� D '/P PO//VTS, (5 l'ERT/CLE 0 _ EL M _V EW DRIVE \ O y� /STAGGERED) FlT CO ✓ER 11A OZ OF #4 BARS WE[DEO 6 "O.C. SHEET 307,41 WAYS OVER -TA.VO 1 0 1, 41 Z MAKE TEE CON/VC -7 /ON W/ � COUNTY OF SAN DIEGO 7 b FUTURE ST h - i 2' RC.P 4:7PA 11V P /PE, FORM �D ENGINEER DEPARTMENT SHEETS N Q O 30" SQ' /- 4r7EBASE rNiO ✓rr: r> Si:;'/VJ P /PE SyvL BE 0 Q \ � y CAST A MIN 0F9 " OF C.0 /V CrPETE PLAN PR ✓L E / -s" _� H e 31711 WALLS TO BE CONSTRUCTED PER DETAILS FOR THE /MPROVEMF.NT OF c2. /3 9Z.17 60.95 \ \\ 0 i AT LEFT STORM DRAI s �/�E /n.' SUA�M�RFiEtD ENC /N /TAS- UN /TSN0.6 N �� w 0 I U �8 V/G /OS' COUNTY APPROVED CHANGES BENCH MARK N G r 0 No. Description Approved By Date a M en No O C 00 '/p Recommended for Appro al Approv ineer =8" ti 263 286 E s C' ��� 2 2 °IP 37' 'r•ly r0 C+rrecF S./s./;e De scri p ti on: n:n bear; c[;,r/...a ralri' ' $'t4'15 W. o CneS� Oc 26' S e�' Mt /60. A'd 5 A V41 G AS �ai /� - - -- Q� / LU.;, S / , � 4 i 7/e L 'E Cai PbJ Rd wd. fen n 9 / Pt/TY County Eng Qf / 5 i L 5 l/ ` ( � Subdivision En meer MR �, a' ' Ca or IWY V - 3/9N - / B 9E Engineer of work �* Checked by V 'L Record From: Co zen / o San O: ega 2OO T.M. ' . Elev: 3& 22 Datum: U. S. C. 0 a.. S. - < - Approval date 3318 -6 I��C.K4f t °" E B9 /AN S /7/7N R C E 1 20FEB 7!5 FILE NO. i I SUMMERFIEL D ENCIN17AS UNI r N° 6 SEWER DA OETA /L L a Y / SEWER LATERALS DATA TABLE /NV DROP (LEN6Tf1) /NV dP CURB /NV. EPTH !NK ELQ M Q LOT Mo.. ELEV To BELOW REMARKS EST /MATE O v.a/VT /T /E 69 N1A / N MAIN Aeet CURB ELEV! CURB Q At 8 V C. P. 30-05 L //V F T. 230 /9/•75 0.3' 34' 95. a,$ 7 3. MANHOLES - 202.2/ . /3 ' /96.2/ \ 231 /9/.37 0.3' 31 ' / 900. 26 207.2 8- 98 ' 201.24 `` 2 4 '" V.C.P. // 7 L /N. FT. 232 202.99 0.3' 29 208 212.00 6.82' 206.10 233 209. 0.3' 27' 2/0.69 2 /7. /0 6. 50 211 /0 4 C. O. - EA. 5. 5. / OROP MANHOLE 6 Conc. En cos¢• - 305 L.F. 234 213.00 FT 40 214.5 220.84 6. 30' 214.84 235 2/3.96 O 3' 42' 2 /S Z3 22/. /8 .95' 2 15'. 43 236 2/00. ?4 0.3' 28' 219.83 2z5.09 526' 2.Z 0.03 237 223.58 0.3' 28' 224,$7 230./0 553' 224.77 238 230.36 0.3' 28' 23/.35 237.03 .6I' 2.31.5 239 240.11 0. 3 29 24 1.10 246.5/ .4/' _ 24/ 30 240 2 7.87 0.3' z,?' 2 38.86 2 .13 S. /7' 2 3 •0 6 GENERAL NOTES - SE WER SYSTEM 241 236.66 0.3' 28 237.7/ 24 }•/9 6. I 2.38•/9 1 6 242 2376/ o.3' 28' 250.72 244.99 6:27' 238.97 CONTRACTOR SNALL SECURE A PERMIT FOR 243 23951 0.3' 28' 23953 245.74 6_ 239.74 SCALE: f"= too' crgyoGS 5 0• p p , CONSTRUCT /ON PR /OR 70 ANY CoNSTRI/C7/aN. 24 239.28 0.3' 28 2 4'0.27 24,6.39 6• /2' 2 0. 47 x ti X k` 245 2 40 . 0( 0.3' 28' 24/.05 2421 6 -09• 24/• / `, �� D � +` 2. ALL WORK SHALL BE /N ACCORDANCE W /TN THE 246 24o. o. 3' 29' 24 /so 24 ,6.97 s 39" 24/. 0 + ,F0.p 0 0 0I STANDARD SPEC IF ICATIONS, OF LEUcAD /A COUNTY 247 290-SO 0.3" 26' 24./45 24729 5 24/.65 f WATER D /STR /CT rL. C. W. D.) 248 29/.22 0.3' 47' 242.59 247,5 4.91' 242.79 24.9 241.25 0.3' 48' 242.6 2474? 4.85" 24 4 x,239 s +90 Q e °v.c.v 3 ALL MA/n/S ' LATERALS SHALL BE TEs7 x 250 24 ' / BY AIR- TEST - METHOD AFTER CONSTRUCT /ON OF ALL. /.37 0.3' 32' 242. 4} 245.09 2 5 - 65' 42 - 64 X��� 238 23] 23C> 235 ` %" OTHE T/L /ES AS STA ED /N L.C. W. D. SEWER /28 0.3' 42' 242.55- 24756 5-.o/' 242.75' s � 23 1 251 24 b Z + R U /T T 252 240.5( 0.3' 26' 24/.5/' 247.37 5.88 24/.7/ F B� - r 6 41 N 5PEC /F /CAT /O/V5. 253 2 30.72 0. 3' Z 8' 231.71 2 37.44 e�o� P Cpl +20 r In S /0' Se r Eajry . of $ 79 23 /. 9/ , �� �, + 254 223.88 0.3' 28 224.87 230.50 5.63 225.07 yob Ff.f° O p A PZ' �.c' 4 THE CONTRACTOR MQ/ST SECURE APPROVAL FROM 255 211193 0.3" 33' 2 3•/9 219.47 6.Z8 2 °? 4 23.3 r 8 /0 OFFS /TE SFWEeEASEMENT 9 4NTcD TO L.CW..Q INSPECTOR PR /OR TO BACK F /LL //VG OILER 256 2042/ 0. 3 30' 2 04-29 1 213.02 46.73 207 02 yC•R B" t'C.p I Z,6(10,41-WA COUNTY WATER ZVTre /CT PEe AN E6✓E, Y 5e "Y "S. 257 19/.3 0. 3" 27' / 97.6/ 206.90 9, 2 9 20/. 90 WALNUTCREEK OR /YE AR / DOG NO 75-- 039/5-_3 OgTEO 20FEQPUAeY S. ALL LOTS SHALL BE SERVED BY 4' " /NCH V. C.P. LATERALS SE T 25 /9/77 0.3' 24 /94.47 20/.95 / 93 '15 h Z X`�' AT A M/N /MUM GR90E Dz 2.0' /e (N /TS/ A 1W MUM OFZOP 259 / ?2.13 o.3" 25' /93.06 /99.05- S. 99 /93. 2G * 232 OF O. 3 FEET, ANO AN /N,l/ERT DEPTH OF G FE6r BELOW 701 of CUA'B 260 /92 5-2 0.3' 29' /99 5-3 /9z 9i 244. o s, AT PROPERTY L //VE, UrVLES.5 oryERld/isE .9PP,P0✓EO SY L.C. W. D. 261 /92.99 4 38 /93.73 3 +95 0 3 ,9 X'2 ,0 • - AI4.93 0. 3' 26' /93. 94 /98.33 4. 39 1 94 . 14 ( 2 g" J G MHr4 . THE DRAW /NGS A NLD 7 7 DA TA f1ERE0A/ E 62 /93.34 0.3" 28' /94..33 /98.8 4.48 /9 Q 253 '254 255 6 2X . 5 5 �" HEREBY MADE A PART OF 7 SPEC /F /CAT /o/VS. 263 /94:26 0� 3" 27� / 95 -23 /99.74 4.5/ /9.5.43 _ �-3. 291 26 /93.07 0.3' 28' /94 86 /99.44 4.50 /9S. 06 242 3 +is 9792 ELM EI✓ 7. NO REV /S/OMS SlIALL BE MADE TO THESE PL A/VS 265 193.47 0.3' 28 1/94. -06 198.92 446 194.66 u ?.56 6 +so 3Z °ck MNr W /TROUT 71-1E APPROVAL OF L. C. W. D 266 ?2. 0.3' 30' /94. / 198.54 4.3 194.3-5 a 0 S ENG //VE 2 67 /!?. 70 79 0.3 30' 193. 2 / 9d. /S 4. 33 / 9 . Q 23 ER. 2 3 2600 193 / 0.3 29' /99.42 /9e.o/ f / 6 2'4.3 2 ++° W X+ +�° 3 APPROVAL OF TH /S PL AA/ BY Tf/E L.C.W D. 284 /97.57 o5-' Z ' /96.6/ 2 .64 G23 /9 .,/ r uN /T N0.7 = N52 25 � 2 5� I ° LH c /9 DOES Nor e /TUTS A REPRESE/VTAT /ON 3/2 4. Z3 °•_" 2! /l S. 2'4 !l. 82 4 +• 6' ; N UN /T 0.7 V E Q: of �tio B pN AS TO THE ACCURAICY OF THE LOCAT /ON OF, OR rh /t 300 3 244 / +75 6 5 R S m o \ px a: P�NpR�VE EXI STENCE OR NON - EX /S7 ,eA10E OF ANY 0'.00 Hr/ .oW V /E h' O , 250 U/VDER!s+QOUND V7 141TY PIPE OR STRUCTURE E 8 V0 l' I Z ' 268 W /T/c/ /N THE L /M /T S OF TH /S I*0q ELT. r / 243 WILLO VIEW r t° .rLj 0 ° p +g 9. ALL LATERALS SHALL OE CONSTRUCTED CLEAR � o Z OF DRIVEWAYS. 25 ± 249 0 �Fwcr ° +� O 45 267 \ /O CO A/ T,4,4CTOR S11,411 S11,411 NOT /FY LE(/CAD /A COUNTY 0+.° 2'¢7 248 7 p H- WATER D /STR /CT 4 HOURS /N ADVANCE OF 60 z BEG /NN//YG WO 50 THAT /NS PEC TIOW 69 SE 0� Z "' 266 PR OV/DED. �tie'QC X 85 2�rto //. ALL MA /NS AND LATERALS SHALL BE CO/VSTRUCTEO W17 A M/N /MUM CO'VF q 0,4C 48" OVER 7 0, OF P1,0 E. D 265 R 12. ALL. CONCRETE TESTING REQU /RED BY THE O /STR N ,tiZ W /LL eC AT THE EXPENSE OF THE CONTRACTOR, y 0' oETA /L \ Zb2 bqb ycfl- /3. J049 M /X /NG OF CONCRETE W141 /✓OT BE ALLOWED 1. 9 ± 264 W /T/JO(/T TH T T E PER/t7 /SS /ON OFTHE D /SRIC ` - IVYGLEN DR. 0X 60 14. ALL PI SHALL HAVE 4- ROCK 5`Y.C.P *Zo t 9� //' A7 P /erg A o REDO /NG AS SHOWN ON L. C. W. D. STD. ORAW/A/G S - /2. 44.10 /� d /S 1N5PECTOR SHALL BE F(/RIV /SHED 3 SETS O toe tea 3 i CL/ 7' SHEETS. t a 'L6 / L- 4Tpr[r - /S /N UNir 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE Ne.7 sr SECT 6122 .BY SU8M 17'T 1NG A OETA /LED PLAN % �Oe 9 SHOW /NG TA/E DES /GM of SlIO q/NG, BRACING, SCORING, Co OR OTHER PROY /S /OA/S To BE MADE FOR WOR C PROTECT /ON FROM 7 HAZARD OF CAVING GROUND DURING 7HE ErC,4W710N of 54-CII TRENCH OR TRE.vC.yES OR OUR/NG THE P /PE /NSTALLAT /ON Ti4'ERE PLAN /7 STANDARD SPECIFICATIONS OF L.C.k!D FOR SEWER MUST BE PREPARED FOR A<L TRENCHES F/VE FEET OR CONSTRUCT /ON ARE AVAILABLE AT THE D /STR /CT MORE /N DE,07H AND APPROVE/) SY THE OWNER OFF /CE. PRIOR To EXCAVAT /OW. /F THE PLAN VARIES FROM 18. WHERE TRENCHES ARE WITH /N EASEMENTS, SOILS REPORTS THE S110 1IVG S YSTEM S714N04ROS ESTABL/SHEO BY SHALL BE SUBMITTED TO THE ENG /VEER OF WORK AND T/�E CONSTRUCT /ON SgFETY ORDERS, THE ,oLAN THE O /STR /CT ENG /WEER BY A QUAL /F /ED SOILS CN6 1WEER SHgLL BE PREPARED .BY A REG157 CIVIL OR W14/CH CERT/F/ES THAT THE TRENCH BACifF /LL WAS STRI/CTVRAL ENG /NEER qT T/dE CONTRACTOR'S COMPACTED AS D 1REC7ED BY THE So /LS ENG //VEER IN EXPENSE. ACCORDANCE W /TN ON -SITE EARTh'WOR/•f SPECIF /CATIONS PRIVATE CONTRACT AND DISTRICT SPEC /F /CATIONS. 19 SEWER LATERAL TABLE IS ON SHEET //. SHEET COUNTY OF SAN DIEGO IV .4f BU /L T ENGINEER DEPARTMENT je // SHEETS PLANS FOR THE IMPROVEMENT Oc' lz- t l- 75 E D,P /.4N SM /T// A'.C.6. /.Qg /7 SEWERS /N SUMMERFIELD ENC /N /TAS -UNIT NO 6 COUNTY APPROVED CHANGES BENCH MARK Recommended f A I P Approved By Date commeneor pproy Approv d 1- ritt:l�+lON No. Description A Description: Ceen/? Me t. Ni. 0e -0012 �/a " /. p p7',y .VE p f c 1 tth.CIS1Pb ...,. JUN Z 11 r 7C A s $u: /� �2Cnu•+• 3 0 - Zf /e,qe /6a eW. /'E. Ar A,, .r /.r .,! Henri tt11A Location: Goe ra/.'n4tfe 3/P A' _ /s69E Subdivision Engineer vEOUTY County Engineer ��� t; R J ' 7 l ;)' - co. " a -f sair O. gt yr Record From: Y ' Checked b / /� � -' /20 Cy T.M. ���1�!L_1� /C.N En ! / of rk 7 33/8 -6 N116iM'2Utii! ' ?Li�sJt,y�. Elev: 3 &"' 72 Datum; L/ S.C. G. S. Approval date R.C.E. l 3, 0017 20FEg7j FILE NO. i 'PERFECT'PPOras PLATE A RODNEY STOKES CO. I i - a � ' M 04 N / � N Z / 5 !I / m EX /ST SURFACE OVER WATERL /NEB % F/iy/SH Gh'AOE '^ i i 2 3 O PE,f L 7301 9 tn 8 M N . t REMO ✓E EX /5 Z P /PE S TL i e fe Na / IN 230 `\ of N / MAKE CONK TO 5 7Z. x A. C. ADAPTER `* j p /"" (VER /Fy E L E V. IN Z IO O a N O Uo M / p I A• Q' o' N � n ' 1 O N 5 �� a s h p x ti o � PROF /L E / CONNECT /ON TO EX /ST. SCALES HO z 1 40 VER 1 B / VER > " a , Ale "es r. SEE DETAIL W' 2° rnax;rn o 2J /n;n/num 49 "corer over "o:�e- verf�ca/ co 7 g 0 nQ 3 N 0 I � ILF SEE SHEET NO. o \ No-fc Exa,c� Iota -L,on o� susPena�ed I (r vC :. Spa 0,47 1s} GUafcr L,ne {o be es�ab /is De-f gibe /e wf Q\ -' ,e / =� / Q��O� EX /ST GROUND LIVE V AR /ES o 34 34 '0 , o 34 '0 a 50' 4B o 9 „ \ W � ^ Q W Q ` ;011 fls �' q\ a� WATER - 38' 53' 21 a Q =490 L = 332. S8' Q � 19,11V Z � 00 20 < e O d. � \ , VI tl' EASEMENT O r � p � � � � � �� ELEV s//oovN o/v V O WATERL /WE CUF�t/E DATA / d l ap 4 ' 0” (s qME o NNER SH /P d N z °/ PROF /LE J m V R = 510 L : 3o76r9 • \\ \ hl r m SCALE. 1 „ = 40' \ // I' >1 v�� \ � � h 84 - F UTURE C ERRO STREET ', q I °) MAKE Co NN ro EX1sT e - / O- ? L�3 °3/' 2/ � TYPICAL GRADING OILER WATERL /-NE TRUST BLOC S REOD \ _ s r O TREE O' B V. A•r fRO No SCALES To 716 8 ” / f STT as W PO[ yETNYL 6NE WRAP ' � "h CA � /DUCT /LE IRON P /,�E GR /NNEG P,',oE SUPPORT�6 /vmn. wed) PER OA-7W,0 ST"WOARO CLASS 3 P /PE 57,4NC1Y1ON SADDLE SPEC /F /fAT /DNS. ` E. BR /9N BMiT% ,P. C.E. 13, 0/7 F' /G 259 CATALOG 6-69 /o "D//CT /LE IRON P /PE CL.3 be ernovece :5 j --- PRIVATE CONTRACT /To � when area back c fled , n - fu�vre f /B' 4 ANCHOR B617 - '/Z "O /O A C. R 1 SHEET COUNTY OF SAN DIEGO �3 ENGINEER DEPARTMENT SHEETS r — J 20 FT WATER EA Sf MEWT Fl =9C AOAPTEp 0411 MUN /C/, ° AL WATER DiST V p CONC SUPPORT DOC 7 5- a3y 6/z OFF ,$' /TE' !ti'.4 TEeQ L /NE �h 2000 PS/ CoHI b 0,9TE' 2 - /4 - 75 p ° /N S UMi>'E� /EL O ENc i� TA / /is iT� a , 24' ' IV07E : COUNTY APPROVED CHANGES BENCH MARK von e meta./ PLACE S'-/O'A,pEA OF / tae - fore [? ✓ry. n(j. ducl. /e P'P No Description Approved By Date Re mended for A o I Appro 'l p ry AAC/NG C[ASS ROCK US \/ 9 Descri hon: Ciyn�v Mail_ /l/o. OC- 0022 P / P ,�T 4t/ of ¢ L /) / ! /5 p S[Jp/JO/Z q. r'�° Z be re rnored Ca.. ecf 5'fa f;on:n P u�/iAS•7 � K METHOD L3 ON S TRE9M S /DE s iws (_- D� 2 G ' S o E /V ,Po/ /' E Cow P J / OF P/E.PS 5TflTE SPECS. SEC 72i a/�d e �s '-o be o / e-l% ene 310-16 9 Y 9 ( 1 f''P P Y / Y As /3ui /� O� „ Location et ��c✓o/ �tnce y $ubdivlsion En ine DEPUTY Cou nt En ineer corm ecl er D /vl. W D. Stancxa rd �^ d,' Engineer of wor Checked SUGPORT DETA /L r . �� � PP P � a �� �� c ! 9 s / og90 � ,eoc T.M. NO SCALE •, F ,, I `' > ` i" nnC . L'� TA I •A Spec ; � /ca � � any 9 Y -.. t � 1 Elev: 38 J ti ,� , 475 No - Z E 56 19, Record From: Coon y o 0 Datum: Ld 5.0 22 . �G. S /�� Approval date R.C.E. l3,8f7 2oFEe75 t FILE N0. 'PEPFECT'Paoras PLATE A RODNEY STOKES CO. FiN /S/,' G.49oE PEP EX/ST SU.QFACE OYEF7 WATER L /NE L' 7301 — 4 o OWN a N N o o O 0 iO N �N aN 2-5O 'Inn h' \ Ni NI lV N N 9 P/o N N N b REMOVE .6X157 ,4P 3 z 8 COMB. A/R ✓9CUL//w N N YAL YE 195S Y - L 0 C,* 7_,1 a /IT ONE EDGE OF GRW,6E0 a N A4E 9. TO BE RELOCATED 9 BEIIIWO F617_U,4 CUPB. 5` 8 N d o a I � 0 N h M M N 230 I" V ti PROF /L E Q SCALES.' NOR. 1 "- 40' VER. 9' = 8' i 71 12 13 14 " I .• r i r �� G ; �.G� �(�� ` - .'� EX 1577 GROU.vO 111VE V / I p E / C pl rn� N, 4z �� 1 � t o of E i W.9TERL /NE DATA SCALE. 11'=401 62 °18'54" R- 510' , L 554 / k \ - N ° 20 y � � Q EASEMENT '' o _ o STREET � a C P / / - - -_' _`� 84 - fvTURE CERRO STREET - /O �/ 89' RoAO EASc , 19EW7 To cou rr \ / OF 519W O /EGO l O OoC..' \` NOTE TYP ICAL GRAD /N6 OIiER WA TE"RL /NE - /FUTURE STREET NOT q PART FROM 57'.9. 7 +G 8 TO /4 *20.24 - : ---' OF ,9PPF70 (/yL . ,4 BOLT 2. CR O /NG PER 7 1. NO SCALE ,* %9W Sw/iT.f/ 20,- WATER EASEMENT OL / PRIVATE CONTRACT 1/ ENHA /N ML/N /C /,SAL W.9TE.4 D /ST OOI. ' 75 -034 6/2 DATE.' Z -/q -75 SHEET COUNTY OF SAN DIEGO /3 1.3 ENGINEER DEPARTMENT SHEETS ?L 4lv Aw0 ,� PO F/L E Fo 2 OFF S /TE W,4 7_A L /EVE /N SU>7MERF /ELO E.VCiNiTA 5 U/V /T No. 6 COUNTY APPROVED CHANGES BENCH MARK NO. Description Approved By Date Recommended f Description: Coun v Men /1/o D - D022'/2 / P 37'W f ¢' /, i �w // �� s /zohG C.es t o� m /6 2✓ / ' E co, r v Location: .Pc�r„� Fis�e ubdivision Engineer DEPUTY County Engineer CoorW,'. ,4 31911 /L 69E Engineer of wqrk Checked b f , Record From: _ ri ✓n 4✓ P/' S'�n R, f o j S �OCY T.M, Elev: 3 BO z 2 _Datum: 415. C ? 6. S. ` Approval date R.C.E. 13,817 20FZ�575 i FILE N0.