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i SUMMERFIELD ENCINITAS UN/ T NOe 4 0 GENERAL NOTES (CONT/NUED) . WORK TO BE DONE: THE /MPF20VEMENTS CONS/ST OF THE FOLLOW/NG WORK TO BE DONE Street Light 8 MAKE NECESSARY REMOVALS TO CONNECT TO 11V ACCORDANCE W 17-14 THESE PLANS THE CURRENT SAN D/EGO EX/STING IMPROVEMENTS SEE STREET TYPICAL COUNTY ENGR. DEPARTMENT STANDARD SPEC/F/CATIONS AND SECT/ONSJ. I h6- t SPECIAL PROV/SIGNS FOR IMPROVEMENT OF SUBDIVISION STREETS / 7+ U 9. A PERM/T SHALL BE ACQUIRED FROM THE AND STA/VOAA?O REFERENCE DRAWINGS. Limits o{ lsrading �� COUNTY ENGINEER FOR ANY EXCA VAT/ON GV/TN/N SEE SHEET 2 F'OR SEWER NOTES. /L GO' THE -X1S7-1/ 1G RIGHT Off- y/AK r o 39' 30' y THE GRAD/NG OF TNE' STREETS - SEE TYP/CAL SEC. GRAD/NG I THE PREPARATION OF SUBGRADE PAVING• OF THE STREETS O S' E/e✓ation Sha n !n Profi/e 5' THE CONSTRUCT/ON OF 6' TYPE"a" CURB 0 GUTTER a ,4-5- G'O/VC. S/OEWALKrADJ. TO CURB 2% 2q° SurromerFie/� Enc/i7+fa5 '°':•6:. :. a_:!?:'4: - �. rr0 .., •, THE �/ �/ CONC. CROSS GUTTER ANO RETURN r See a/on 985.53' Uni f No. ¢ 1/. •; .�:1�, ICJ"';';�! cah' i0o Rea \� \�' 1 .. . . . . . . . . :. . ..AM IQ- REFERENCE ORA WINGS. THE •+ •• CONC. OR/VEWAYS G ZZ, G23, 6 24, 3os-Z EG 0 A,C. ovr-tz 4"CLA%S ACZ T,�lE /� •� STREET LIGHTS ExS,6.t B, 7o�Lum�n (EcnPt ~ Conc. Curb 4• Gutter ype G O EL GAM/NO REAL ITS-, /802-1 SHEET J OoriS Or• T Qs �nEcd rest. r. THE 1NSTALLATION OF STREET NAME SIGNS � NOS. 9 7-0 ,A5- w v CREST DR/1/E PLANS FOR THE IMPROVEMENT OF 0®R 15- DRIVE THE CONSTRUCT/ON OF V 17-R 1FIFO CLAY P/PE SEWER LATERALS ' N/CKORY�1/GL OF?/ VE IL t� AflGR/C.�1 AVENUE 1N CREST ESTATES AHLR/CH A VENUE 8 V.C.P. OEAO ENO CC.O� SPRUCEWOOD DRIVE THE ++ +/ STA.,VOARO CO/VC. SEWER MANHOLE V/C/N/T f� MAP W/L L OI�VSPR/NGS OR/VE WTf?/F/ED CLAY P/PE SEWEA7 MA/N S/ZE_LC.P. /I/O SCALE THE /� '� CLASS /SO ASBESTOS CEMENT WATER MA IN �S/Zed A•c.P, LEGE°✓U'O Fog {rEY MAP Sf'reet Light THE VALVE ASSEMBLY B'V 5 T,2E'ET L/GHT ,�icE' NYO,P9i✓T �} /qS THE '/ /) F/RE HYDRANT ASSEMBLY �---®'� F f1• o✓arE e L/NE W 7' V `WHEEL RAMP +DETA�G THE // // COPPER P/PE WATER sL wE2 —s—s— LrinitS Of Gtadiny >, SERV ICE sroeno oa iiv Scv/ " ' THE GUARD FENCE FOR TERM/NATO G 66' ¢ ° y 14 W C%66- Si2EET NAME s/G.v 2B' 28, •L - THE a ++ TYPE OS G!/ARO POST ASSEMBLY 7-9 -XI O/2A/n/AGE FLOUT �_ /O' /8' /8� /O ' � .SideWoik S $ I THE ++ +' STREET MONUMENTS 2/8 2/9 • /Y9' ht / 3 d2` OM E/evafion Shown in Profi/e N O I 7WE �/ " TYPE "fi`, o/KE 20/-2 TYOe ®:Few Iva _1 P.•. o ' 4"/ASSES'7-49S• C4,,wx'1VT P/PE SE*y,ER FORcCeMAIN 4" A.c., ? Baese f y J m as Wheel Ginter Grade, � I , 9. � C• n t9 (b v � :�, � Ramp k � THE '/ " 6 ' C14A/N LINK FENCE X \� 5.o r� T� PC•c.Gaz`Eer, .. a j a Or .p Q ? O 1� "A.c,ov�Q 4' CLASS 3 • SSE — r: ti•a THE ASPHALT CONCRETE STORM ORA/N P/PE —— — — I W N Q a T o °° T SECT/ON i4 °A 7-!,/E '� STORM ORA/N CLEANOUT h Cone. Curb Fr` Gutter yPe G O THE +e0c& SLOP TPPoTEC�/c�N ` i, p n ,� V THE " u CURQ /NLETj YPE a n a'4 O 1 ^ \ \ �' Q DORIS DRIVE 4 N THE '° " GPAY/7-Y TYPE //EAOOU9Lt !J-/ _� 1`' 10' !L p T.S�E !Wheel .Pomp 6 22, G 23- o; 1, — s SP Uc-EWOO - -Dq/�E` �N �' Gurb TflE " " L UT oFF lN9LL G 27 R► ` M s"7- B _ N GENERAL NOTES: Q0 N \ O \ b Street Light �L A 1. ALL ELECTR/CAL g GAS SERVICES W1TH/N TH1S SUBOIV/S/ON 4) b b � b I SEGMENT AS SHOWN ON PLAN ARE UNDERGROUND 2g aoa lu ` $O,4JG LUM ZO,�' LUM. ZOG�L, M. �y \ /o' vVATEO2 '�' /VVSTALLAT/O/VS F"Or? LOCATION OF• ELECTR/C CABLES AND EL CAMIA(0—s—REAL '— =—I� �a,�a �g M' L-ASEME"NT I , --y5? S-1802-/ w swT--= ,— She77 � `y �aLUM �' 7, i WAT SYSTEM APPURTENANCES CONTACT: w,aw�u�. 2gan�<� �r ALL WATER MAINS g SERV/CES SHALL BE SAN O/EGO GAS ANO ELECTR/C co. L/inifs o{ Grading S2. CONSTRUCTED ACCORDING TO STANDARD PLANS 2. ALL TELEPHONE SERV/CES WITH/N T/-//S SUED/VISION ARE. N IYI 4 41 ^ Q EoSBmvn'- m cr` SPEC/F/CATIONS FOR CONSTRUCT/ON OF' WATER UNDERGROUND FOR LOCAT/ON OF CABLES ANO �\ �\ \ I /O' 26' /6' /(o' 2 /o' MAINS FOf2 THE OLIVEHA/N MUN1C/PAL WATER APPURTENANCES CONTACT: . ...^. •-j: '; :-__s ) ': , / 0 1S7-RIC7-, PAC/F/C TELEPHONE CO. / /•_ • r i _. 4- %-. • V fir_- w �f/� �c _ 6 S ALL MA/NS SHALL 8E CONST. W/7-H TOP OF' P/PE HIeAe1P?YH/LL oq /iE 1 E/tP✓at`ion Sh Wn sip Prof i/e I „ 3, ALL LOTS SHALL BE GRADED TO PREI/ENT THE PONO/NG OF .96 BELOW .�YN1SH E STREET GRADE UNLESS O Q tl• W 2°J 2°r O71E.4WISE- SHOWN ON THE PLANS. PRESSURE WATER' Q k ° ° REGULATORS SHALL BE 1NS7ALLE0 /N 1NO/VIDUAL 4. THE STRUCTURAL SEC710N OF STREETS WILL BE IN C ' V.%C IT 5 - ry1 by I ; LOTS g SET FOR B5 P. S/. .°RESSURE. ACCORDANCE W/TN SAN DIEGO COUNTY STANDARDS ANO AS ALL SERV/CES TO BE CONSTRUCTED CLEAR OF DETERMINED BY T•/E MATERIALS LABORATORY: T/ t N \� OR/VEWAYS. WATER METER TO BE LOCATED l\ y� O \ 2"a C::4�ee S. ALL UNOERGROUn/O UT/L/T/ES AND LATERALS TO BE /NSTALL£D r t ) ✓ 1 S '+ a �D BACK OF CURB. t � tC ' Co 0 nl -0D �� Conc, Curb ,suffer Type G �y ,� BEFORE CONSTRUCT/0N OF CUAI& OR CONCRETE C,�OSS GUTTEf'; ra � `[, b ll Q, ALL LOTS TO BE SERVED BY A 1 COPPER WATER ^ v U SER V/CE, CONNECT/ON TO THE EX/STING /V TER MA 11V 67,4? SURFACING OF STREETS. t t`j t Q tp M p c p Q SHALL BE MADE BY T1NE O/STRICT' AT THE EXPENSE 6. L OCAT/ON e ELEV OF IMPROVEMEN7"S TO BE MET BY k-V0RK � ORANGET/-C G G COUIR T O/= THE OEYELOPER OR CONTRACTOR. TO BE DONE SHALL BE CONFYRMEO BY FIELD MEASUREMENTS N y b PR/OR TO CONSTRUCTION OF WORK. M PEAR TREE COURT PRO[//OE MANUAL AIR RELEASE ASSEMBLIES 7 A CONC. OR/ViTWAY TO BE CONSTRUCTED FOR EACH 1-077 LOCA7-10N h N h AT ALL N/G/-H POINTS 1N WATER MAIN. N TU QE OEC/OED /N THE F/ELO BY ENGINEER OF WORK. THE P.C,G, CHE/E"/E'YT•E'E'E" CDU/�T PRO!!/OE F/f?E HYDRANTS AT LOCATIONS SURFACING SHALL EXTEND FROM THC CURB TO THE PROPERTY REQUIRED BY F/RE O/STRICT EX/ST. WATER GE L/NE. STD. OWLS. 0 `22 ! Street Light G Z3 , G 24 3 0S- 2 - 3 06 -/ ALL +BOCK SLOPE P,207EC7-10N ",4ZZ CONFO.eM TO ST.9TE SPECS V (t ' ..' �' L/mi fs o{ Gradiin 32 ' 32' L+inns of Gradi C (` t �!�`' +(�', i:� + SEC. 72 OF I/ it (f� /D' 2/' 2/' /o' a t;J`t Ii�,ttJ r�U y t-`� ;�' y '?� s' S" GENERAL NOTES - SEYEf4 SYSTEM I e Existing / rovements II�f , ,/.r. - ,! `rr '-.• RDeimke o vfre`✓Exist Z P/e �S E E COVER SHEET FOR SEWERS - SHT. N o• 2 PRIVATE CONTRACT � -� 6730 w �` Q , ` COUNTY OF SAN DIEGO =S (l• �T t/"+ e+ � L7 V I LT SHEET ENGINEER DEPARTMENT ' / Imo,• � �,�, �� \� • A,C. 01Lt=2 6 LASS 3 AGG.BASE, / - / Conc. Curb OutterType "G" p Er P�� IAN SM1T�t 2,c. E. i3,Bt7 PLANS FOR ro EL CAM/NO REA L THE IMPROVEMENTS /N APRR l? NO SCALE i SUMMERF/LLD EAVA117 4S—UA117- N0 4 SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK SAiYO/E60 COl/iYTyFL000 CoNne01- O/ST, LEUCAO/fJ COUNT,J� GU.9TE.2 O/ST.P/CT SAN O/EGU/TO /.P,P/GAT/ON O/ST,P/CT No. Descrip}ion Approved by Date o ++ Recommended for A prove Approv Description:Count�[ Mon. N OC-0022 !'2 /•,°• 37 l'Y. Of $ $EtUEr? APPPO!/EI� 1 SIZE SHEETS 3,4,5 f0 !f 12 iF 13 C. J. //DUSON- /.PECT0.2 OF DEPT. .OF __--- + ' ' ' '�•'IS C/'eS,t Or.�.z(o'.5. o{/ye/ba Rd.�/'E.CD/'POSY RG/iVd Fene@ $uineer 17bF 7•( ty Engineer. r... C�-:•�/ w1 � A )= KG 7 /V J SANiTA /oN0 FL000 CONre04 C� C f AS fwwr t}-3 �5 Location: Coordinate 2191V -146,9— � � �� /'r Engineer of w k Checked by SCALE.' 1'�200 By: � J� APPROVED BY SEC.PETA,P.Y - tilA�A,E.2 APPROVED BY q � Record From: C�ountV of San Diego y� � T M (97.� DATE _ •�'/� 19709 DATE /Or // `� Elev: 380.22 y Datum: el g.6 S. G lddd,/�sGfwt Approval date �/�C7-4 R.C.E 19�8l7 II Jv�I73 (./.7 FILE NO. �d � 3069-4 "PERFECT"PaoF,LE PLATE A RODNEY STOKES CO . - _ I 7 o N I # } t N I -�o t - t -4--A 4 m f t - -r- t:, # 2 I # -- - - - , r } j f I o f _ I (R:I / { - d+ o:�Gi - ,e= o•sey _ 1 - - , " I ��a�J> �. - is ° n m # ! ' ,G 1 7 13 4- 1 -: 0 f } - - u �o o - #n \9 m m N -- - - -- -- a /e o \ \ 1 l # T �-$ - �r�t t4 0 �' i - -j I- � I E -r k 0 � • _ is -_. l9 N � -}- _-_ � �__ Ground ///.t° ulBSf � , (- � I { 1 + I � � I 1 -}- + s_-.. u} ._. -- -- _ it } I __I Lt1EI• Jl/4i/J, i .:. _ --�-- -- - -- _-t--._-T-- ---�- -- -�-- ---� � �_- �.: N t a� �xs� -f . 9 4 - - T I I a # , s ! I Tr �9 iU � m 5 N -- , N N -- - r - - - : } � m ,e #o iccv N - .r#�i - , _ �.. - -I --.._. - - _ --_ __ _ fi....- -.._ a o N $ _ - _ n _ N , \ - 1 ✓ '" �' m fi s - N - _ � - - 1 I __�_ - � _ , - r - t �- � � 1 - _ _ P.POF/LE SCALE..:___ l I { RN. aQ H o d Q � Q � qov114, q8 w � Oil \ 11 L Q g I MW lf� � o p q N lSo /S/ /52 /S3 R /.S¢ /SS /SG /S 7 0 /S8 o n o W h oNh ° `m ° ° N � ° � � � N p � t� W� � V• 'p o h o h ° h oee h o H 3. 0 � V H CW N h N 190 f5 " N 8 § 31� N N 76 N N Nov N R/ -}0 yl,. 52.93' 76.35' N 76. 35' 7G.3 35 76.35 71 0 76.4 �QO' N V l St. Jn , .. .. .. . N .: •` .•. 898 3a2/4• . gl 285.0 6 n 273 f.G. ti9 Y' 9�. GJ .eerr/a!/u0 Exist A•G. Beim ¢' J iN I •7°/.v 2 935 272.33 (274.33 27544 278.59 (28/58 (284.28) 285.5¢ 288.08) 290.40) 29/.58� (293.70) 295.47) (297.03 298.d8� 299.67 . 3°0 69 (30/.39 0204 302.52 i (3 oZ.66) 302.84 7a/N 7o/N 7o/N 7o/N 7o/N 7o/N •JOIN yo/y , 7oiN JoiN Jo/N ,70/N 70/.✓ 7o/,r/ JO/N >o/N �O,N .70/N 70IN >o/N rr�� >o/N >o/� "1 Ik (Z83-oz) I (29/.02) ' Exs� B v C P SUBO/!//S/O/tr ,8oUN0.4+P)' (30 2.62 � (3°3.23) (266.95) 269.98) (273.oZ) 76.//) 279/¢ 2 ./? 6.2 ' 8 0 294. 296/8 297.7/ 299.ro 30°.27 30/36 3o2./G 3oZ.78) 303.0 (30342 30.942) e ppeel N N o �. Jo/,y 7o/N ,°emooe E�rr� I/ike �a�` Je B`rG.V. 302.66 3o2-B/ 302.79 oS F.L. Vl ,`AS - %U 1 L`T 7/.00• 7/. cro• ° 7/ ,... O T�C.,'9< 0x0 0 � y, � �, � � N� E• ASR\t1K cJMIT1-�, t?.CE, 13 817 Consf. {nor fly. t°yPr _- " A - SoSEofl 8 O;� yj Q N N 0 s. /y/e Pos is Sfc l,,Z2 T-9 -n n N cAM/NO ,PEAL o v / PRIVATE CONTRACT N N N J ( F o SHEET COUNTY OF SAN DIEGO ENGINEER DEPARTMENT SHEETS N S C-1 M Nf E VE F'% '✓L l7 E N C 1 N t_rA S ) Ur M M E iz F t C 1-L7 F- h1C l t,4 1`T`A m FOR THE /M PROVE'M6'NT O.� 61 A EL CA"IND HEAL 257.65) - 260. 76J �2G3.8GJ �26G.9B) L � � 1 T N °- 2 �/I A Q N °• .7g rJ 't �..� N 1 'T' T�.'t °' �J M A.F� � o' /� �j �- � _ C T• t\� • 3 0 5 -7 ! 2 ) C T . M • 3 0 5 7 - 3 � COUNTY APPROVED CHANGES JN SUMMERF/ELb EN c/N/JAS - UN/ T N°•4 BENCH MARK No. Doseription Approved by Date COU.pf✓ MO//. /✓°• OG-oo22 !P /.P. �T W. O� Description:. r Recommended for rov Approved . - QviL ]��/Iy,Yy� Cress G/ 26'S. ofr Ma/bs/4a!,/'E.UO�Posf Ro1w0/ Fenn° J/fin En meer �S O "-°- 4°3'75 V Subdivision Engineer o. . Location: �oordina�`e 3/9N -/6B9E 9 g-- { Engineer of Checked by -. Record From: Co unL`y 7�� T M EIev: Datum: / 13 8[7 /! ✓y[ 73 380.22 U 5.C. e S. S. or^- Approval date />Oc-i/ R.C.E, . y �7 ✓ 7 _ FILE NO. 3069-4 "PEPFECT"PPOFE.E PLATE A RODNEY STOKES CO . + { -. } f I S f TF --r– t—r —{-- --��-_1__�mss_ t !--� – `q — _ $ v - , \ f I r t 1 r �� rtrt $- 0 : 6 I ! 0 - ` r . -- } -- -- - -- - -- -- N m m N e m m I . —, r— —(- �- 1 , --t---r 48•�8 -�as-° -; s __ -- � —t— I —{ f - 1 - - - - - T- i 1 { 0 up G b - - - - $ ! t 1 L f ( �1 _ $\ — \ • - f N \ - - - SCALE - T �� t r � � _ � , t l �. . �. � � � � �, ,, - __PROF/L E' -t—r- 8 -�- --�-{- l� �' 19 . _ t` r � t - - -- I 0 0 '� 0 : X N t _ __ ,_ .__ _, - - • I R 4 , t t T 1 eav + r �- i + _ € 0 � 1 _ _ r , N _ : I - 5 f 1 tt - $' # i § -}� $ T � � --� - — _ — I t { � � of GUes C!!r6 - - - t _ {-- : - � I x I # -- { 1 { f issl 4) 740 i Ala N - - —,-- -. - f - -- Ol -� - - 1 -- i N I. $. { t .ZIT _-z _._-- -__ : _ _-_. -- ---- -_. 1 -._- --- -_ _. _-_ —$— x - S.. ; - 1 -: : {. . - { _ 0 4fnv a Scale /,=40, 4hV a� � � 0 90l w U " � o '3 c -4 ° h o w 4 s� o N N ti o tr ro h 2� Goo o � �' 7G•do' ! 51.2°.0°° i••.h ...•:: .5// 293-7/ — N 2B g9) -Lamm ' Ql ,.00* ! 296.43 FL.. :� 292.p0) (ZB5$ a1 f•L. F.L. Z�F.V 'r-4. (2-9g. ! moo/ ( _V) N 3°0.3/ 29958) � (288 N ) 74 J o✓N 0 (3°2./7 30%67 3°io.�7 300.!2 (2xiN7 �G! Zgo.9o) ' \C� Do,N o,N 7olN 710/N >O/N 9'd 95� g1y1 N ,v/nee cornce�,on z`o I _ 292• (ZSB �� !!/ 4h Ex,;s-e, iz" f�erG.; e 0 (30///) soo.6o) 3oo.iz) (i9s.76) _- 95.o¢J 29942 g°3.2 OZ.Bo 3oZ.ZS ., c%:510 a jJi:Eto. �p �kst.S�./1%b//• -/ittansL - one°PoPR L�- -./. spy e �' 0 6� 0 M 30/.4.5) 8ot2o -3°°✓2) °.N ca /9 % '� N ' 302.79 D �/ 000 / ; o 302./4 `V Exst !6^Ldv�er Gi»e. MoKe Gn ° _ Fc. �o Exit i'Mary `1l N F,Ye!/ .t'B.1/ 5.L- LuMeO C•e N et �1/� Q r ' c. Ecsz' 7832• I .°� ASS vV � �� �• ' - 10 .6a en 7/.927' I{ 6of A X3.00' 70,00• 70.00 2L19 s!a o 0 3 A'' wp,Ee) D D �! e 'eF Q o t, y ` 3\ yl Xe tejv pah c /ivy �d b S per," E, 54R%A11 Stvli'T R.C. E, 13,817 0 N N \m9 Y tJ y Q C,4 Nrt\nj N N SO w ; Cons / 0 N N F vc� m� N � � y � � 5 p� N \ N {45 � � 4� a� � 1`�� .e � � K x3 ti 0/47 i m ^ 0 \ g N S PRIVATE CONTRACT N j i ZO,+iiN q t 0 v L 47 0\ 7, N p4 t 1 hra it v SHEET COUNTY OF SAN DIEGO ENGINEER DEPARTMENT 0 SHEETS w.� PLAN PRO FyL E PRECISION � - FOR THE PROVEMENT O.F DEC 3 Y '173, EL C� 1%OfI `!O F?E'AL � aa /�V SUMME/4F/ELO E/V -WI71A.3 - U�V�7- NO. 4 COUNTY APPROVED CHANGES BENCH MARK /, Reao men ed for /� royal A No. Description Approved by Date c'' u Mon. No• Oe-109222 /.P, 37' W, of p pMoved D�seription: ,Y E ✓ iAev �" +-Ntl'efG$a1 iC�tV Re%ccrlyd Tin. /;.oia gym. ---. �'J5 e.-few CO7! Post' F'�iyol Fenca +.y . - y Subdivision Engineer 17EP4T( ou En inesr 1 mss( 1975 Relocate 3/9!V -/689 E' ® Qe(oca a f8' Sform Dram �J��,/��� Location: and Pi fc h Flow Ltri e �9$wr^'��1e"12.21-?,'� Engineer of ork CheElce�by _ Mlt,lt FILlb6kL As t3U1LT- 0-75 Record From: County 070 San Diego , pt � T.hL J Elev: 380.22 -Datum: U• S. 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X11 it o b o Qa Up � t Sho �ocK Sum �JA4aE, PP -( PLACeD '17 y J y ry p .O ° II 3 - CNERRYT,pEE Cover PRIVATE CONTRACT "AS .. gV ILT `� SHEET COUNTY OF SAN DIEGO ENGINEER DEPARTMENT 5 /DEAN PROF/LE =°I'4 .L+p*�I ldi E. Sf2�Atu SMIT�" R.C.S, 13s17 FOR THE /MP.40VF'MENT OF f//CK0*4YH/LL OR/VF ` ? 11973 • CHERR YT.EPEE' COURT ICROFILIMEp /N SUMME/7F/E'LO E/VC/N/TA,5 - U/V/ T Me- 4 COUNTY APPROVED CHANGES BENCH MARK ,r Reco men d for prove Approved No. Description Approved by Date C'ou Man. A/c- OC OoZZ / /.P, W. o f' DlSCflptlOn: a Z '37 '' :: ". �•, '•',_.`. M+ered Tem cnc Om.%s �o ,Z J G/'est Or 26' S- a,p Ms/.GB I7d. /'E'Cor Past°, .4o/t✓o/ Feacs °�� P Cob en Ah/Fch O, Location: foor0/iisdte 8/9N °-/689E j" g D P 7Y y Engineer f11EC�1(3�• L,i+e u /�ur.!!v Subdivision En ineer APR �.•, A$ �VII'f - Q�3'7S Retard From: Y �o Eng��f rk Checked, by Co Ure o� So/7 Ui 'moo_ T.M. 7 �J �""� Approval date 305/_yr' Elev: 380,22 Datum: U- S. C._�G.S. 11 'J utY73 MlCR9FILM R.C.E. t3-�e FILE NO. 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Sco/E / to 0� N� + V N X ar' > .g �` ° j.v d T 8" vc.a s p a s`t'n n. Ju�w ZOOS G° /04 2P'� ip 30• N v •h E \e P_ws vA E m rn-1, SCE 13,8 [7 \ d N h //9.53 Cs�. z C D t 9 33 ® = z V PRIVATE CONTRACT °• o �`' �2 /• �- 300� L= Pooe�; st/oEer SHEET COUNTY Of $AN DIEGO �. 2 �� �ioS, E/�ztr�city �QALpP Crc Phone �• �,/ ;es, lar>,nL`i4d S ENGINEER DEPARTMENT SHEETS .Po6.i7 C. Ah/rc'h� .2ECOided 0.p060 �//S'�GEA5� '�P�'%6 /97 s Fve �3o9/m.9 PLAN PRoF/LE FOR THE /MPRO✓BMENT OF .a HLR/CH OR/I/E /N .SUMMERF/EGO 6/VC/N/TAS - UN/T N°• 4 COUNTY APPROVED CHANGES BENCH MARK a ;:..f"B®ir � �' No. 'Oescription Approved by Date o, j" O/r Rscomm ded r Approval Approve Description G ounZ` /►9on, N OC-0022 2 /.P. 3T QMewed Ten cox, h�•o i/_fa /.ire _ _ C/r E� .Dr. 26' S.. o{r Me/b& R-1 /'E.eoi!Post Rdw Ee ce ,f�' U� �✓�%/ eu^6 an As/ivrh Or -Zl° Subdivision.Engineer DEPUT ou ngineer �`• piW 1 'Y:D p Location: L'oar :no 3/9N -/6896 • n As iJ V 1 L.'f ' ��,(, 4.3.75 Engineer o4 wo �/ Checked by /NtAhtt�l tl.'fYlt Record 'From: Cour%t� of San Diego T hl �. # Elev: flewm: ATE Lt/T1 / 380.22 el- 5.C, f,' 6. S. �r.�-,-i Approval date R.C.E. ! 8l7 !I V1JL,}/7.� FILE NO. 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Q� @IAN SMITH, R.c.E. 13,817 wyl �y QELETG Fz1I�E MAkN PRIVATE CONTRACT AWL L 044V SP,e1A1& O.PI//E SHEET '—� COUNTY OF SAN DIEGO Id0 ENGINEER DEPARTMENT SHEETS PLAN � PROFlL 6' FOR THE /MPR O✓EME'NT O.C' W/LL OW.5'PR//VG OR/ ICE COUNTY APPROVED CHANGES /N SUMMERP/ELb E/VC/N/TAS - UN/T N°• 4 BENCH MARK No. Description Approved by Date v, / ' P Approved �Oantr " RecoJ,me ed for ro I A - Description:c":>4,06 A4on. !✓ OC-0022 2. /,P, 37 W. O/r�. 1 Doxm'NEC WQIL0(AWc_t'rI.CS+lt13 .3.75 C°/ra5'f. Or, 26 S. o!'Me/ba Ad %E,CO/r Pos�R�wa� h"cnc0 8 y tiil�lOh4 Via; C ) � (�6L,ESE CHAIN Ltu,r [-EZ1CQ srrc l3 Location: Subdivision En j •6 jv UTY o y Engineer DELCTr (beLE MAl1I CSNT. 7{ Engineer o�or Check by T M JUL ' 31 APR 7 1975 Record From: Co arty o 70 S°'n OiPao `i�j/ MICROFILMEIJ Elev: 380,22 Datum: G. S• Approval date . 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O. -• 3 EA. m Juan 2T, 19731 F.le�Poye N°• 73 - 1T5 755, 6. -4 A .C.P. FORCE MA/N SOO Z11V ,C-T. 7 PUMP STAY/ON WlT-Al WET WELL - 1 EA. SEWER LATERALS DATA TABLE v /NV. DROP LENGTH) INK cY/RS 1NKOEPTH G m p6L TE LOT No. ELEV ro {Pa7 BELOW REMARKS V MA/N MA/N cURA& _ __ do 1• 5so GENERA L NOTES - SEWER SYS7-EM ss60 CBS /B /7G ��08 .� 16 7 / THE CONTRACTOR SyAL L SECURE A PERM/T FOR O-3' 25' 34/.30 347. 30 6.0' / 4 st7o /93 tiff 5*gS 329./¢1 0.3' 30' 335.25 34/. 75 6. 0' 4 4 #I 177 , CONSTRUCT/ON PR/OR TO ANY CONSTRUCT/ON. //7 3 22.6T o•3' 30' 329. 27 335.27 G.0' , 2125 y3 /83 �O Q75 /i, Unix` N0.-7 aj ?i 2k $I Bpi zr, F y y ¢ °tl7o R. ALL WORK SHALL- BE /N ACCORDANCE WITH ThE //9 329.99 0.3' 3o' 33/92 337.92 6.0' /9j df8o Z+/5 ° I y /20 333.66 0.3 32' 339./0 345./0 6. 0 " 4+85 /92 Z/�° � .I 2 I /�9 , ooh IGG STA/VOARD SPEC/F/CAT IONS, Oc- LEUCAD/A COUNTY /22 346.69 0.3' 28' 348.26 354.26 6 .0' 2foo l��p /82 s WATE LLD/STR/cT�L. c.W. D.) /23 342. 58 0.3' /o' 346.00 352.00 6.0' oC !P /9G 187 /f7o ztos -349.4 3. MA/NS O LATERALS SHALL BE TESTED /� 342: 4/ A3' 20, 344. .53 35or69 6.o afos 4><eo �i I� I /rr0$ BY A//�- TEST-/V/6Tf/OD AFTER /NSTALLAT/ON OF' /2s 347.54 a•3' 30' 348.53 354.53 6.0' - - 1� Q b /70 pEllrE © OTHER UT/L/T/ES AS STATEd /N L.CW.D. STANOAl2D 126 34s.3a^ 0.3' 40' 34701 1 353.01 b.o' V x� st SPEC/F/CAT/ON. I /27 342.16 03' 38" 344.01 350.01 6.0 ' /9 �) 4 7 � • t25 /ZB 336.23 03' 30' 337.60 343.60 .6.0'" C 3�0o a0 r A r1. 80 /7,q oD 0�, 3 /64 4 THE CONTRACTOR MUST SECURE APPROVAL FROM /29 3 29. G3 0.3' 30' 33/ 07 337.07 6_0 ' g f45 u /9O /89 /�8 d to /7� o r1. " Z '°6 TyE //✓SPECTOR PR/O)'2 TO .BACK F/L L /A/G DYER /30 325. 25 0.3' -go 33191 5.95' : J m D � N'� Ge � o ANY y - /3/ ..32/,80 a•3' 30' 322.5'9 327.44 5. 94' a n V ® eyIg,u° �, d, � y OZxb° N � 2+6o S. ALL LOTS SHALL BE' SERVED BY 4 /NCH V.C.P. LATERALS, /32 326.4/ 0.3' 40' 320, 87 334.87 6.0" , /9g y f/OUSE LATERALS ARE To BE CONSTRUCTED AT A /33 328.85 0-3' 41, 330.36 336.36 4.0' ' y0 9/k0�0 /G3 Al/A/ SLOPE OE 2°Zo W1 7-W /AI 7- OEPTf/ OF 6 ' /3¢ 33o.89 o3' 32' 332.21 338.2/ 6.0' s _ 8"v-c. • � .BEL OW TOP OF CURB A T 0 $! ''/y/iy. DROP OF 0.3'ATMA 1N• 40-3- es/..iFo a3' 41' 332. 32 1 4.0' 14onho/P GonnBC�ioO �f 0 /`90 /36 330.79 03 30' 332.G6 338.66 6.0' /9��r �I P $ N D D I �Z 3' 60' 333.85 339.85 6.00' �{. go /M %11 � I ,p V 6. TN/ 5" DRAW 0,E AND T/-/E DATA f,/EREON AIDE /37 330.47 0. t' ® xv I9Q /�6o v / f1EREBY N/A OE A PART OE T�/E SPEC/F/CAT/DNS /38 33o.50 0.3 66' 33176 337. 76 6.00' R . NO REV/S/QNS SflALL BE MADE /N Tf/ESE PL ANS 0.3' 3o' 327. 7 333.27 .00 '/39 3/5.47 9 x �r2 x53 155 /.514 /✓7 /5$ /�0 /40 3/4.49' 0.3' 30' 324. 22 330.22 6.00' 0.3' 30' 3/9 98 325.98 6.00' Le70 �`�/O a /�p� l'1//TyOUT THE A PPRO!/AL OF THE O/STR/CT l 0 0 ENE/NEER- /42 3o' 319.6/ 325.6! 5.00• G/e0A /43 3/4.4¢ 0.3' 30' 323.97 329.97 6.00' B. Af'Pf?OVAL OF Tf//S PLAN SY 7-Mt O/STR/CT 14x••6 315.141 0.3' 30' 326. 73 332.73 6.00' /466 3/s-89 0.3' 30' 30790 333.90 6.00' p� °* AS*ETD THE A CCY/RACY OF 7-E- ZOCAT/ON OR THE• JAL EL CAM/NO REAL EX/STANCE aR NO/!- E.YrSrANCE OF ANr /47 917.So 0.3, 30' 324.67 330.67 6.0o' , UNOE'RGRDUNO !/T/L/TY P/�°E� OR STRUCTURE /48 3/8./0 0.3' 30' 322.20 X29.20 6.oo' N//Tf,1/N THE L/M/TS OF T/V/S PRO✓ECT. 1.09 318./Z 0.3' 30' 3/9.35 325.35 6 0" 4 150 282.371 0.3' 30' 29 1-ilZ 29742 6.0' _ ` j) `. -� 9. ALL LATERALS S/'-'ALL BE' CONSTRUCTED G'LEAR /S/ 282.77 o•3' 30' 291-85 297.85 G-0' 1 1 ill OF DRIVEWAYS. /5Z 283•/4' a.-V .' 292/5 2 98./5 60 /�H / /33 063.b9i o-3' 3o' 292/6 298.16 60' %U I � / . CONTRACTOR SHALL NOT/FY LEX16-AD/A COUNTY /5 0".a8 0.3' 30' 29/46 29746 6.°' J I I /¢Z M3 /.04 e4.✓' /.0� �7 /aa /4� N II 1 y� �i/l WATER D/STR/CT 48 .-'OURS /N ADV4AICE O,:' 155 284.50 0.3' 30' 290.65 296.66 6.0' I W I �� h �1 h N l}��0 6r h N 3�$'�r START/Nr7 {4/ORK SO Tc/AT INSPECT/ON MAY BE /5¢ 264.88 0.3' 30' 289.94 295.94 �.°' I + I �? g0�. m �. � Alf. o , i ' /57 285.43 0.3' �' 289.30 295.32 60" s3XE} A \ 1► k N M MZ �H/V 1-15'8 285.8/ 0.3' 30' 288.61 294.6! 6.o' ®!� NI 00 //. ALL MA/NS AND LATERALS SHALL BE CONSTRUCTED /59 286.2/ 0.3' 28775 293.75 G.0' F, ° !1.0. 0 -� Es g�c N/C OiCy LL 8 v.c. a. /vim o� WITH A M/N/MUM COVER OF 48" OVER TOP /loo 097. 37 0.3' 30 29W 2¢ 297. 7¢ /6/ 290.65 03' 30' 29/94 297. 94 6.0' 3'' � /2, A{V L/LL L BE RTEST/NG E SY 7-11E_ O/SrO/i'c�/C- T 30' AT THE EXPENSE OF THE CONTRACT/G2 0. 286.68 292,68 6.0 /63 30' 28/. 79 26779 6.o 4 y I/64 275.32 0.3 30' 2772¢ 283.24 6.0' 1 � # 13. M/X/A/G OF GOA/G-iTETE WIZZ A/OT BE ALLOWED 16-5 Z69-67 a•3' 30' 27/.44 27264 6.0_ w / W W/T/lOUT 711E PERM/SS/ON 0, THE O/ST14/CT. /G6 265.67 a•3' 30' 267.09 273.09 -.6..0" I /¢/ Iwo 139 /67 26117 0.3' 30, 24/84 26784 (;.0 ` Q 0 /4f. ALL PIPES SHALL /LAVE 4-/NC/!rW1A )c-RUS/1E0 ROCK 148 260.87 0.3' 31' 26/.49 26-749 a. 0 ' /69 265.97 0.3' 30' 267.4¢ 273.44 6.0' I + /rho BE00/N!� AS S.S'OytgV ON L. C !114 STCD. DRAW/NG /70 270.22'; 0.3' 30' 272.36 278.34 .6.0_ /,3s ®�O // 9 p 9 /S. /NS°E� TOR SHALL BE F!/RN/S�1ED 3 SETS OF 171 97 . 7/ 0.3' 30' 279.55 285.55 C-O ' - /t/'� CUT SA EE TS /72 285.96 0.3' 30' 286.32 294.92 6.0 ' 449 2./o 173 Z".5G 0.3' 3o' 289.08 295.08 6.0' +30 /7¢ 28995 O.3' W' 29/,20 297. 20 6.0' I , I 2,x25 /+�' � /6. THE CONTRACTOR SHALL CONFORM TO LABOR CODE �g5 46 SECT/ON 6422 BY SUBM/TT/NG A OETq/LEO PLAN /75 290.16 0.3' S4' 291. 3s 297.35 6.0' - -I � 2� c/• p 44-If SHOW/NG 7 fl6 DESIGN OC SHOR/A/ 7 BRACING., SLOP/NGo 176 290.65 a-3' .411c,' 29/-- 2¢ 297.24 6.0' 1Y/.fi' ConnBCf aI7 0 QkI V OR OTF•/ER PROVISIONS TO 9E MADE o-OR WORKER 177 2 90.06 a•3' do' 291/0 297-10 a_a PROTECT/ON FROM Tf/E HAZARD OF CA V/NG GROUND 179 289.22 0.3' 38' Z90.9L 296.9! b.o' �ZBS 3 P°/% 84 �e OUR//VG TF,tE' EXCAVAT/ON OF SUCH TRENCH OR TRENCHES 179 28470' a-3' 3G' Z90,27 296.27 6.0' ,5 c 7 /V1•N' �e�o � OR OUR//VG TFlE P/PE INSTALLATION THERC/N.TH/S PLAN /BO 284-.45 0.3' 30' 290.86 296.940 6.0 ' s \ Ay3 �j f�� �; E se /B/ 283;98 0.3' 30' 29/66 297.65 6.0' � MUST BE PREPARED FOR ALL TRENCHES F/VE FEET OR /82 29 1.06 0.3' 293.99 299.29 6.0' oa IZ7 a�r` 3° 2oa 2 MORE /N DEPTH AND APPROVED BY THE OWNER /83 291<82 p.3' Sa' 293.49 299.49 6.0' �x p,` ° I /yoq'o• PR/OR TO EXCAVAT/0N. /F THE PLAN VAR/ES FROM /84 292.Zp o•3' 40' 293.38 299.38 6.a ��76�'��' yrf5 ��o 4�8o G THE SHORING SYSTEM STANDARDS ESTABLISHED BY /8.5 292.39 49.3' 46' 293. 75 299.75 b.o' .,3 1♦ /24 THE CONSTRUCT/ON SgF"ETY ORDERS., TL✓E PLAN /84 292-0/ 0.3' So' 293.72 299.72 6.0' `f �r�y OL y $ so Di SHALL BE PREPARED BY A REG/STEREO C/V/G OR /87 29/4¢ 0.3' SS' 293.33 299.55 G.a' Q gr6 /Z/ 4 '° 0 57i4UCTURAL ENG/VEER AT THE CONTRACTOR' S IZ4 /88 2193.17' a•3' .90, e9?.171 299. 17 (5-0 , EXPENSE. /89 28Z.6¢ 0•3' 30' 29LG9 297.69 6.0 ' /90 287 68 0.3' 3o' 292.85' 298.85 G-0O• �/°f 2x5.68 0.3' 30' 297 26 303,24 yrge^ O+oo `1 PRIVATE CONTRACT 6:00" e R /92 2%'8.72 0.3' 30' 301. 70 306,70 4.0' Ll� s,aS `A% - ) 1 LT SHEET /® f23 / COUNTY OF SAN DIEGO /. /93 302/4 O.3" 30' 3a3416 V09-49 G_O' .y/-S /Z2 /s ®� ENGINEER DEPARTMENT / SHEETS /�j 30/•95 0.3' 30' 303,38 pop.38 G.o' E• Bi2dAN SMITH 2.c.E.13817 PLANS FOR THE IMPROVEMENT OF /9s 2 98.9/ a•3' 30' Sao.°2 306.92 6.o ' /9( Z 9S.91 40-3' 30' 297.46 1 303.46 6.05 /97 294.58 a•3' 39' 300.76 4.47' I S wV�RS /98 Z85-OS 0.3' 38' Z9435P 297- 39P 6.0'' /99 28/.ar, 0.3' 20' 287.96 293.96 '6.a 11V SU/',JMERF/8L0 EMC-/NITA S - UN/T Np•4 Zoo 280./9 a•3' /S' 283.77 289.77 6.0' COUNTY APPROVED CHANGES BENCH MARK No. Description Approved by Date q� ° �/ Re7men d;ASu'l!diu�v orl Approved ,`I gxr. Description: MOW, -' OC-0022 B /.x..,37 W. ar�2 � 4 DELCIZ WEa Vk-4 RIMPSTA{ 1a ,3,71 Crest !; 26 S. o/'A.1e/ba RoI.,/'E.cor.Post ROIW41' &'O?ce sion Engineer DEPUT y Engineer DELETE 4°FORGE h4Ai h( L's-7- 14) .',3,75 Location: Co0rcll' t@ 919N-1'689E' g ^ ._ AYE d l`:°„w� AS BUILT OsW�v IS• Ch zl"iy 0 16,7/7 Qid' 0 Eng e� ork Checke r 31�k✓/- �/' /emu'^^ Q 3 Record From: � a /tiU-,� Approval date ddCp1 1 Elev: 350,22 Datum. U• S. C. Ir 4f S. R.C.E. 1 3,917 11 ✓vc to�73 T.ht FILE NO. 3069-¢ 4 j J 0 O 3O'XO' EASEMENT GRA/VTE"O TO r LEUCAO/A COUNTY WATER O/ST!?/CT y 1 RECO40E0 J""E: 27, /973, m -IL E/.°A'GE No- 73-175- 75 5 J'w Vl 5ERV/CE P E'�6" TREATED Co. METEZLCA (p20✓ -7 0, NSFORMER N / FLEITR/CAL SERVK 9/03 SuvvoRr O Ke 2 O G `�° MAl uo sr mAre riBexrsLASS /vCOPC lP S•// a I PLAST/C ENCLOSUR gE0'O FOR COMPLETE ro St 1104E W E/TH REMOVAL OF 5ERV/CE TO OV/oE 1�• ` ACCESS TO EOU PMENr COWL st vl WSCHA,` _ ENl%7ANC CONW/ ti r CONT PANEL • �* ORA//VALE SWAGE \� p AOAPET q YLE/37 F , � G6 • } (SEE L7ETA/L SHEET rOf n �\N _ _ 66L P cLEANour /NTA4_ S_A TER " h GROUND ELEV 262.00 I I� -R rOMERE I h - I `1 4 BARG[� 8-O-C. ' W/L L OWSPR/NG Z58.o x N ) (a EA. WAY T FRONT VIEW P I. 7 PIPE PROTECT/ON / d' d: •' 6 •• RUBArR sEALJ .c'. °. r vAr 8 ✓.C. 4t 76 Ev •� '4 'O. IIf11iIlI III III IIIIIIIII 1 , OR'V E N Q •: '• O/SCyAF�£L/N -°. -iVCT/ON L/NE -•° G-RNA SSY 4///QO40� E BRACE ': MA'c�CE I wET WELL I yr 4 I -/TlyO 14' ScNAN6 MOLE£ SER✓/CE /NES jL!/O/� ,.:... TEM.�ORARY /NET N/ELL ;.o O'. INFLUENT E ER M/ N P,4o✓B E' S N A.c. cr/oN 0 STO PRECAST LONG. P/PE r / I :o N Q a. 257.00 ✓. B"✓.C.P. ¢•'SUCT/ON / � m �M1 0 �\^i 2 L/NE- 2 M1 a, NOTE: MESE COMPONENTS 6"M/N.yOGE h N e ti N 'P'S V f// RE OFF/BERGLASS D EL f,'l'E Z�' /GL/ //VATCR L//vE 256 DO � 'o. co/vsraucrroN 2 REp o. 6 P a 21D .5ERV/CE COWG ••:.' y d. � . ENO PANEL '- .. vOP Q,.�e t� A/R BELL y J I 4,CONTROL - pfa. /NCREAf-iMG EGBaw .. N S. SUPPORT BEAM O O/A WET WE - AS I c 5= c 6 R 6Y • ' 265//- '•• p LONV VVATE.4 L//V 253.00 FoUNaAr ON BOLTS 14°O/ 6 A MANNQL a .'v �} N 9 ELEV 25"/.00 V -Y#� BARS Gal /NSTALLAT/ N / B" V.C. 1A1,cLUEA/ EW /. ELEV. 25/.34 /2 O.c. P.EA. WAY x a e \ x PLAN SEWAGE /' T- 6 NOTE: SEE SCyE ULE FOR AVA ILABLE PLUMB/N SIZES. —�' SUCT/ON /SCHARGE HEAOE-R 4 4 4 L/FT - FrAT/DIV S/TE 4 6 6 x 7 'x /©" . R. P. ABOVE GR UND SEWAGE /FT STAT/ON k' W/TH 7-4 A3- B PUMPS - TAE GORMAN RUPP t —Y 22 262.0 G' \ ExY`ansion Arms DEl-ETC SCALE An 9 Strands /O' MAX. SPACING C /O MAX. 9'- O" B'-O' OF /Vo• /2 Ga. Barb d W/re TyPlca/ Rai/ e Tension Rod -- a 2"Sfd N Pane/at End Post _ Pipe for Corner or ate Frame End Post Rein forc'ng /S/8" H rl6aBr-Pe ' "Mesh �'r a Tension Wire u ' ate 3 f ca 14th st —Chaff Link, T hrner 3 0 2 - esh-� 3 /B/ Crown for TiypTner a Orainaye c round Line _ - 'N 0 0 Tie abric to top m M � �` otfom of frame ifh 1iy,6t W/}e ties .0 C M/ir. C M.n. S/o EL EVAT/ON p� yy N NO SCALE a AS - {,�U y L-C TY.P/CAL CI-IA/IV L/N FENCE ELEVAT/ON TYP ICAL GATE OE /L NO CALF ND SCALE O,LrLX+� NOTES: E . Biz�Ai,t SM1TN R.C.E. 13 817 /. Ma er/a/s to Con form to St to of ca/i£ oept. ub/ic Works, Standard S ec. Ro-.4. R. djewstab/e Fasteners Sha/ Be Turnbuck/e Or EPuiva/ent Hav/n_q IG M n Take-Up. 3. A// Gate Hinges Sha// e Heavy Duty, Ma /eab/e Iron Or Stec/. Gates Be Ei ther Combination Of orked Type Latch Wit Center Drop Rod PRIVATE CONTRACT Ora P/unyer - Bar Type Of Fu// Gate Height Ar�anyed To En aye The Gate SYoP Ora dositi e GocFiI�9 Gravit Device. S3 SHEET COUNTY OF SAN DIEGO ENGINEER DEPARTMENT SHEETS Cf/A PLANS FOR THE IMPROVEMENT O, SF'WERS DES-ETE /N SUMM£RF/EGO ENC/N/TAS — UNIT N°'¢ COUNTY APPROVED CHANGES • BENCH MARK Rec mended fer rovol A oved -' No. Desorption Approved by Dote Descriptiewc,aawBsy Maw..N°• 0['-0022 vz /.P. 37' W,, df It /} p Pvr /f ca�-qo l I Da EcE WErWrxe $ PvrAV stq, q,g. CresE bi„26'5 e{��B/b� Ro!,/'ECo� P0,rt E UTY Engineer 2 DELETE CN41P1 I,r Ni(, F'EISCE q•g. Location: COO/'[i/i Bgtg .3/9A/ —/689E u6division Engineer 3 DEl-ECE �vP.,cE. M/>\w1 .'j, Jr Engineer of rk Checked 6y T µ Record From: C'ounLfy o� Seh d/ o ��� 30574 Elev: 380,22 Datum: U- S C. G. S. L�� Appreval date R.G.E. l3 8/7 t JvLy 73 FILE NO.