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272 I CARDIFF PROPERTIES UNIT 1`2 3 WORK TO BE DONE GENERAL N 0 T E S IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACC RDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTMENT STAND RD SPECIFICATIONS Aft INDICATES STREET LIGHT, 20,000 LUMENS IN KEY MAP 1. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE', INDICATES STREET LIGHT, 7,000 LUMENS IN KEY MAP AND AS DETERMINED BY THE MATERIALS LABORATORY. DRAWINGS. THE STANDARD SPECIFICATIONS AND DRAWINGS OF TH SAN DIEGUItd� WATER > DISTRICT FOR WATER MAIN CONSTRUCTION AND THE STANDARD SPE IFICATIONS AN!O DRAWINGS 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING ALL EXISTING OF THE CARDIFF SANITATION DISTRICT. 1 ENCINITAS > UNDERGROUND UTILITIES DURING CONSTRUCTION. w 3. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO I M P R O V E M E N T S STD . D W S. L E G E N D ti Y CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR o r , °' Y SHALL HE BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OR THE CONSTRUCTION PRO- GRADING OF STREETS (TYPICAL SECTION) v ° > _j CEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR THEIR RESPECTIVE EM-- m "' w PROPOSED CARDIFF PLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEER'S PREPARATION OF SUBGRADE & PAVING OF STREETS— I` L , u f PROPERTIES UNIT NO. 2 EMPLOYEES. SANTA FE ' I DRIVE TYPE E CURB 200 -3 �2 4. A REKNIT SHALL BE OBTAINED FROIM THE COUNTY ENGINEER'S DEPARTMENT FOR EXCAVATION ' p w f i WITHIN THE EXISTING COUNTY RIGHT -OF -WAY. CONCRETE COMMERCIAL DRIVEWAY 2.11 -I z o J CARDIFF 5. ALL TELEPH ONE SERVICES YIITHIN THIS SUBDIVISION ARE UNDERGROUND I NSTALLAT I DNS; "•' \ y �� s ° `PROPERTIES FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY 4" P.C.C. SIDEWALK 212 -2 � ^ •• c� �,� w `U AT 298 -0595. F o Y NIT NO. 3 9 2 CARDIFF ��� a I a 6• ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTAL- GUARD FENCE ASSEMBLY 214 C ❑� W S / BY THE SEA 'k LCARDIFF PROPERTIES CATIONS; FOR LOCATIONS OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, MONUMENT 218' 219 ' J UNIT NO. I, MAP NO. 7154 CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY AT 232 -4252, EXT. 1658. , Q 7 . ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION A . .C. WATER MAIN ( S I Z E AS SHOWN) SAN D I E G U I T O WATER DISTRICT_ OF CURB, CROSS - GUTTERS OR SURFACING OF STREETS. WI L 0 C A T I 0 N M A P 8. CONTRACTOR SHALL UNCOVER LOCATION OF WATER MAIN CONNECTION PRIOR TO BEGINNING 2" WATER LATERAL SAN DIEGUITO WATER DISTRICT_ NO SCALE INSTALLATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER CAST IRON GATE VALVES & STANDARD VALVE PRIOR TO PROCEEDING. BOXES WITH CAST IRON COVER SAN DIEGUITO WATER DISTRICT- I 4 GV 9. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE BY THE SAN DIEGUITO WATER 3 DISTRICT. COSTS FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DEVELOPER. FIRE HYDRANTS & APPURTENANCES COMPLETE -SAN DIEGUITO WATER DISTRICT_ L 10. ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36" MINIMUM COVER. BLOWOFF VALVES ASSEMBLY AS SHOWN SAN DIEGUITO WATER DISTRICT BO 11. GRADES OF 10%- 11.99% - 2 -1/2" A.C. OVER COUNTY - APPROVED BASE. GRADES OF I2%- 13.997c - 3" A.C. OVER COUNTY - APPROVED BASE. V.C.P. SEWER MAINS (SIZE AS SHOWN) CARDIFF SANITATION DISTRICT- 1 \ \ pp GRADES OEFXC1p4y%- 15.q9�9% - 3 -1/2" A.C. OVER COUNTY - APPROVED BASE 12• THE CONTRACTDR UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE 6" V.C.P. SEWER LATERALS CARDIFF SANITATION DISTRICT_ AND ELECTRIC CONDUITS, WATER MAINS AND WATER SERVICES, AND GAS MAINS AT LEAST CONCRETE MANHOLE CARDIFF SA S TWO H ( ENWCHA22000) FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE OR SANITATION TAT I ON DISTRICT- 13. EXISTING POLES AND OVERHEAD LINES I N LAKE DRIVE T O BE RELOCATED B Y OTHERS. INSTALLATION OF STREET LIGHTS SPECIAL D I S T R I C T S EXHIBIT B_ 0­0 14. THE WATER METER BOX SHALL BE SET AT GRADE BY THE SAN DIEGUITO IRRIGATION STANDARD STREET SIGN 301 -2 ME OwN �� g H \P == �� `�' DISTRICT PRIOR TO PLACEMENT OF CONCRETE SIDEWALKS. CUTOFF WALL AT END OF PAVEMENT 203 -I �Il1JJ� o Sp I Y o 15. TYPE O.M.P. PIPE INLET PER STATE DIVISION OF HIGHWAYS STD. DWG. SO 75 -8. ® PAVED DRAINAGE DITCH SEE DETAIL, SHEET 3 ze b I ILL o ROCK SLOPE PROTECTION SEE SHEET 3 \ SUBDIVISION BOUNDARY - _ STORM DRAIN 220 -1 _ _= DI \ N CU 1 W TYPE O.M.P. INLET SEE NOTE 15 = _ _ _ =0 1 y GRAVITY TYPE HEADWALL = _ _ 112 -I TYPE A DIKE 201 -2 = STORM DRAIN CLEANOUT 103 -1 Z W Lu C:J �d6 LOT 234 o y a Z W � 2 O uj LL y3o , a s PERT( LINE �` LOT L0� 2�� ✓ FUTURE PRO R EO F E� RESERVED FOR "SAME OWNERSHIP" , 4 PROPERTY SUBDIVISION SUBDIVISION FU FUTURE STREET I - a LINE BOUNDARY BOUNDARY 41 PROPERTY LINE 42 42 10 J : I TYPICAL LOCATION FUTURE z� I I OF STREET LIGHT 3' PROPERTY 30' I 32' 10' AND FIRE HYDRANT AS BUILT C K E Y M A P z �5 7' S0 I LINE I 'LY LINE OF ROAD EASEMENT 0 7e It '_• TYPICAL L(X;AT I 2' �Ji w RESER FOR FILL TO DRAIN-, �5 5' I BILL K. BRAMBLE SCALE: I" =100' H < ELEVATIONS - o I FEATHER WITH AC a OF STREET LIGHT z FUTURE STREET 0.57oMIN.- A F AND FIRE HYDRANT SHOWN I u- 0 ELEVATIONS SHOWN / NECESSARY DATE: I - .Z N~ w I N ROFILE - - -�- I 2% "' � - 4" PCC SIDEWALK 2 O - 2 .2 � - •2 3 � EMDVE EXIST 4"PCC SIDEWALK I PAVEMENT 3 "Acf6 "AGi• L- 6 31 S I TYPE E CURB "AG /9 °�� FUTURE CURB, FUTURE CURB, PAVEMENT CA CLASS 3 ® TYPE E CURB PRIV TE CONTRACT C LAa 3 ® PAVEMENT & AND SIDEWALK SIDEWALK sMEET COUNT OF SAN DIEGO I,. TYPICAL S T R E E T SECTION ENGINEER DEPARTMENT SHEETS WOODGROVE DRIVE TYPICAL STREET SECTION LAKE DRIVE PLANS FOR T E IMPROVEMENTS OF NOT TO SCALE LAKE DRIVE AND WO DGROVE DRIVE IN AND NOT TO SCALE ADJOINING CARDIFF PROPERTIES UNIT NO.. 3 SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK: OC -0020 No. Deseripfien Approved y Dale Description: 1/2 „ STEEL PIN « f•r I Appro •d PNi�il$�O� PRECISION CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER QISTRICT �iao -r� PRECISION -. I CHANGE SIDEWALK DIMMION TO 5' � );/S Su ►dl video EnQ •r 'T C•unry Enein «r JUN 2� 1972 JAN 8 , 1916 MAR 1 U / '/ �f s 1.7s "' ie" � H w�1E DI S SANTA FE DR ►f�Nw c/L i PMLON1AT1oN aF Muw APPROVED 1Y w • {� • APPROVED SY a /' REVISED TO AS -BUILT STATUS• pR faC FT SPo SANTA FE DE 2.1 . It E10 OF E FT CYCLONE FENCE. Enel ref work Chocked ►y 3FfLMED MICROFILMED � Dom 5rear u6Nr Sawerlis&vr ` /�i!(1/Xo carry rx sul nlr�n v�rfr�l cerT�eL Baer X� Ap evel 8 er. MIGROFILhILD f /'7� Elev: $28.430 Datum: • Recerd Fro,n: . DATE A'-/_' DATE 6L/T,, US.C. S G.S. 6 _/$--7 Z T.AI 2889 -3 i LL A- FILE NO. it ; e Wer L q)- era l O/, 1913 MICROFILMED Li m m 16 17 18 � 19 20 21 S 22 In 23 24 ar OR L °o r; _ COURSE ITEM RADIUS BEARING LENGTH � C 1 6 IN TYPE E CURB N 0- 15 -41E 315-00 `g FUTURE N 330 LEFT CURB - . p. 6 IN TYPE E CURB TOTAL 3 00 FUTUR 6 4 '� GRADE CU - 330 B I TYPE_A_DIKE S 7- AL--- 15t.0$ CB GR � �ti„ + � ------ - TF1si A DjR €---- - - - - -- -------- fibfiAL------ T61.3s Cr :M. E I EDGE OF PAVEMENT S 0- 15 -41V 365.00 E 2 S 5 -30- OE 165.23 i EDGE OF PVMT TOTAL 530.23 325 a 325 N m' CENTERLINE DATA l D CENTERLINE �' ° FROM TO OR t ti STATION STATION RADIUS BEARING LENGTH _ >_ + 330 _ p• 4 C$ {N 1� ' + 330 16 +82.45 18 +32.45 0r00 S 0- 15 -41M 150,00 • GRAD _ _ _ 18 +32.45 21 +97.45 0 S 0- 15 -41V 365 21 +97.45 22+ 8.45 0r00 S 0- 15 -41V 11.00 _ r 22+ 8.45 22 +47-45 0 S 0- 15 -42V 39.00 ` -% EXIS [STING PAVEMENT GRADE LINE @ CTR. ��`_ 22 +47.45 23 +97.45 0.00 S 0- 15 -42W 150.00 _ - -- f NOTE 3 ! an ` - v �_ EXISSTING G MWA+NION �315 -cc SEE NOTTE !I ROX I MATE NOTE 4 A�q _ EXISTING WATER MAIN 18 �� R Nf z _ I ST I NG MAWIOLE ►- _ w _ APPROXIMATE INVERT GRADE - �� I 320 f � , OF EXISTING 8" SEWER MAIN _ LU CU a RIGHT CURB __ EDGE PAVEMENT GRADE 330 EXIST.GRADE LINE -p.4� B 330 - @ EDGE PAV90T E -I �� ` _ EXISTING GRADE LI E io �@ EDGE PAVEMENT E -3 Uj i!)� a r cc 325 ti Pf ^ 325 ►�'- Cl 2 EDGE PAVEMENT o T m - GRADE > r+, 74i . PROFILE OF L A K DRIVE SCALE Q c a�3 1 +g a d HOR2.: I " =40' �+ a o VERT.: I"= 4' U 3 ° w ' NEST HALF CO NOT CONSTRUCTED CONSTRUCT NOTE S 6 UNIT 4. SEE T.M. 2889 -4. 1. ADJUST TOP OF EXISTING MANHOLE TO FINISHED GRADE. 2. EXISTING POLE LINE TO BE REMOVE BY OTHERS. i- w ® 3. EXIST.GAS MAIN & VALVES MAY REQLIRE VERT.RELOCATION TO MEET NEW a - _ v w _ FIN.GR. RELOCATION SHALL K DONE BY THE SAN DIEGO GAS & ELEC.CO. SCALE: 1" =40' 4. EXISTING WATER MAIN MAY REQUIRE VERTICAL RELOCATION. Cl �- ° - I RELOCATIONS SHALL BE DONE BY THE SAN DIEGUITO IRRIGATION DISTRICT. w 5. ADJUST TOP OF EXISTING WATER MAIN VALVES TO NEW FINISHED GRADE. VERIFY EXISTING WATER MAIN VALVE LOCATIONS IN THE FIELD AND & � E 1 / 2 O F E 1 / 2 0 F o i ES T 9 N W 1 / 4 E C l I 0 N 2 3 AT SAN D I E G U I T O WATER DISTRICT. F5 (SW z i � o Uj 21+97.45 LAKE DRIVE FUTURE WIDENING rn 1r w DITCH PER GRADING = 2 +34.59 LAKE DRIVE R.S.1135 SHEET I -I - v� 23 +70.34 VE DRIVE w _ FUTURE PROPERTY LINE PERMIT L-6318 FUTURE C L I NE C A U T I O N I EXISTING SEWER MAIN EXISTING FIRE HYDRANT N EXISTING EXISTING MANHOLE EDGE OF GATE VgL��.L A K E -�FX ING MANHOLE @ 18 +71..54 , TING WATER MA DR _�, EXISTIN PAVE MENT 1 I -- 16 EXI ST. PAVBMENT 17 \ Ig - 1 -' �'"-- AS BUILT .e � . ISION BOIAOARY _ 21 0 A ��__ ---- _ _ E XIST. 8 "SEWER MAIN JAU _ AV EXISTING GAS MAIN BILL K. BRAMBLE - !I 8-z NA fit _ ��A.C. AS III D cif A. C. AS RcQUIRED� TYPE'A DI ...... .; ....•.�.�. FH 1 :..... ro DATE <1= - -- - - TRANSITION NOT CONSTRUCTED. z CAUTION: I N h STREET NAME \ E 4 4 _ a ® WEST HALF CONSTRUCTED ON W 1 / 2 0 F " E 1 / 2 0 F = °- EXISTING POLES i OVERNEAD -° W a W , I, SIGN 7 SneEE7 L IiNT SERVICE ® THRO(W UNIT 4 . SEE T . M .2889 -4. - `� h LINES TO BE REL ATED BY OTHERS. ©= 0 al a ' W 1/ 2 O F E 1/ 2 O F "SAME OWNERSHIP" y + h PRIVATE CONTRACT >+ cl _ " '- ® ✓ N O N W 1/ 4 S E C 1" 1 0 N 2 3 tT N COUNT OF SAN DIEGO NW 1/4 SEC 110N 2 3 _ 23 ® - z� I w N aW W 2 ENGINEER DEPARTMENT SNEETS J U C S �► LOT t o 6H I ` FOR ' FUTU E RESERVED STREET "SAME O W N E R S H I P" L A K E D R I V E C3 0 ® l� COUNTY APPROVED CHANGES CARDIFF PROPERTIES UNIT NO.. 3 BENCH AIARNb OC -0020 t Na. Description Approved by Data K•••• I Appypd Description: I/2 STEEL PIN �/ F ON PRECISION.. PRECISICIN- . " CNANOE SIDEWALK DIMENSION TO 5' / ►divielen Engin l , County Engineer ^'f . p - Location: S10 BALOUR OR A SA FE DR APPtaK /L ff lt0L5NR► iON OF RAI_Me J UII ?. j 1"/" MAR 1976 MAR I 1 '_ " '6 REVISED DRIVEWAY TO 25' AND 1�.' ='�3 og An FT Sla SANTA FE OR 2.5 IN E/0 OF R FT CYC iSrE FFAICE. Eng in of work Chocked b RELOCATED. r MICROFILMED REVIW TO AS -BUILT STATUS. S T'7f Record From: COUNTY OF SAN 0IE50 VERTICAL CSNTR9L SSIII fiWED389EEfLi4/TIERVICE1IJ Elev: 325.430 Datum: U.S.C. A I.S. Approro ote :f iL AEU MICROFILMED /_u - N, , R.C.E. 5102 (p_ -7 3 - T.AI - IAT A - 6242-3 FILE NO. �gv G 1973 MICROFILMED I I i DELTA < Li OR m v > W COURSE ITEM RAO�US BEARING LENGTH � C3 + 4 @ 11.78' a C 1 6 IN TYPE E CURB 520 00 26 -17 - 08 238.56 CD = 47.12' -' C 2 S89- 44 -19E 78.00 80' V. C. L o + M to C 3 30 90- 0- 0 47.12 Wo ru a r- 6 IN TYPE E CURB TOTAL 363.68 in O + + O 320 M cc rn M of E i EDGE OF PVMT NB9- 44 -19N 78.00 u r R ' LLU M `m° N 00 rn ` ^ LO E 3 4 92M 26 86 - 36-40 2 48.37 CO AA. m m _ N Li > \� IQ�c 330 ? a m U STREET CONTINUES EDGE OF PVMT TOTAL 352.03 WITH UNIT 4. S W o o c� < NTIpQ ° N ru `^ LEFT CURB Cl U T.M. 2889 -4. r o o r" > Lj m 310 C P AINTS N m rn m cu ® m `n C3 L; ° m c eoo 0 0 ^ m oo r \ c°ii u CENTERLINE DATA DELTA ,,, "' r' o ,� , FROM TO OR in D o e o o La ri, m -1201 120' V.C.► 320 m m oa � crl a STATION STATION RA IUS BEARING LENGTH ru t c o o c ° m W ru L '�B� m 20+ 1.00 22 +30.34 5 0 26 -16-51 229.34 c N N cu °, m m oo r " m r .�y� s . m 22 +30.34 23 +70.34 0.00 S89 44 - 19E 140.00 CD 300 o d . Lo ti m u ^ ^ m 320 t r n N ru c � ru m -i L , �1� 120' V . C. °o cn N �) ru m / w f� cn O ru C'U ' f o \�, ID£NTIcQC P 330 o m m m = • � Ln LEFT CURB / o m , PI NTS n, m r u N � CENTERLINE or 290 ( o m + o Lo 310 `' ru m EXIST. GAS Lo in CD l [ f\ m u Lo ti m '" co 320 �" / �� o c ee° m m w• 320 m / go o m� m CD FO�� . / �LXNE @CTR ,r W CO 300 m / EXIST.8 SEMER•J 0 0 0 ,y ru LO ` 3FU- r" m u r � � EX ISTING GROUND m IpF ru m /� LINE @ CTR. '� 310 Tt CQ ru m � P AINTS 310 CENTERLINE ru FUTURE m ° RIGHT CURB 290 n o + + W in - ° 9 i. 0 m CU 300 m ° ru w EO FZE m. � ^ Cc x m ° o u m J w R , m o > 320 o / N 011000, ° o� c m N o m m <r PROFILE OF W ODGROVE DRIVE Ln FUTURE r ru m Co m u u m m n + SC LE RIGHT CURB m m m o W °+ m N HORZ.: 1 " =40' rn 290 ru No °o - 4 @ 11.78' i VERT.:, I "= 8' rn cn + m ru o m 310 m U = 47.12' O o CL LO f1J Q) r O m ru O U m U Z O ru > llJ LU ? O m CU g U z O > H W nl O W Z W f— r L� N N 3 N CD ru W NE W y[ Q H W W W (n O C3 C3 0 oW LOT 234 J O_ z °rs a cl r U i JO W Z ) N Uj —i C' U ~ CD © � 0 0 f i 1— 0- = c :) x I N a + Lm LU 'CI>- 3i I W �`�Q F-- , 1<11 CVO (`� U W H Q C3 >_ O CL W I ti H CD O_ N L�j Z (� (� i 21 +47.45 r .+ o w = I 3.0' A \N LAKE DR. STA. � DR - 1 N �, I�z MIz W AS BUILT Oe, Slow 7l. S \ Q $� Ds o CL ENT 22 DRIVE ni w I ILL K. BRAMBLE W N $ EOGE OF PAVEM — W 3„ P.C.C. 0 Q� Xo 2\ _ _ _ _ U) u I W � S • _- _� W W D E T A I L o DATE l- 20- 7G " N Pf;E S �(• `wO��G - �� FUT R °' N PAVED DRAINAGE DITCH W 0��( S -�� .,'" V� 22 +47.45 11 1 23 +70.34 WOODGROVE DRIVE NO SCALE C N OF N OpR / W F Lu LAKE DR.STA. P w z 21 +97.45 LAKE DRIVE 1 / y d \S \� / OT " A " , RESERVED I ire I w PRIV TE CONTRACT & FOR FUTURE STREET ® �` / chi N � SEE aulf 4; rM 2BB Y " v D 9 -4 (y) 111 a SHEET 4 At. 0 F we P � JI I - COUNT OF SAN DIEGO �N I ENGINEER DEPARTMENT SHEETS LM "IQ h t 30 hol EXISTING 60' ROAD EASEMENT GRANTED TO COUNTY OF SAN DIEGO I S � PER DEED RECORDED APRIL 11,1951, DOCUMENT NO. 45753, F S S A M E OW N E R S H I P" v� I I 8001 4049, PAGE 197, O.R. W 0 C D G RI 0 V E D R I V E / a� JU SCALE.: I I " =40' Qom/ S N E C j O N 1/? o f I W 2 CARDIFF PROPgRTIES UNIT N0. 3 ( STREET CUNTINUES WITH NTY APPROVED CHANGES Rec omm nde UNIT 4. SEE T.M.2889 4. 2 3 N W BENCH MARK fo Ap l Appr qy © er ro e ad 1 No. Description A proved by Date Description: 1 /2" STEEL PIN / y / 4 I CHANGE SIDEWALK DIMENSION TO 5' or /�Sf% County Engineer Location: S/0 BALOUR DR 6 SANTA FE DR APPROX CIL OF PROLONGATION OF BALO IAZCMON P I N ! :, ^, REVISED TO AS -BUILT STATUS. S 1.15 Checked l)rj S .. DR 30 F" S/0 SANTA FE DR 2.5 IN E/O OF 6 FT CYCLONE FENCE. Engineer of work JUN 23 1972 JAN S 1976' C l�tA��O Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK AODED ST2EETUGN7S6TVICE NS i3LYLT Approval date M Elev: 328•'430 Datum: U.S.C. & G.S. BILL K. BRAMBLE R.C.E. 8102 _/��77� T.Ift, 2889 -3 .JF"iLMED MKROMAL —D Mit a0 i..MED I CHARLES W. CHRISTENSFJI ASSOCILT - - FILE NO. i ? 9'3 MICR(?Ffyy� I STORM DRAIN - DELTA OR CAUTION: COURSE ITEM RADIUS BEARING LENGTH LOCATIONS OF GAS) a A�� 1 R MAINS ` I -I/2 :I 330 D 2 18 IN RCP 515.00 N 26- 44 -43 237.25 LLJ �` °- ----------------- - - - - -- �• IS IN RCP (SEE NOTE ) TOTAL 429.25 /� GAS \\ F.L.32S.4 WATER 320 8 "VC ° 00 N LO 310 t / 40 "' N 310 FINISHED GRADE LINE 20' 20' + / W M U / ? W EXISTING GROUND LINE � / M ° 00 ,40 , V.C. 300 / @ INVERT GRADE ' � O M 1 In • W_ ml 1 \$� N 0 / N +0 M / + 3 ' N 11 N 290 w GRADE TO — 1350 -D LU DRAIN @ -1.0% cn � 1 ° 280 W 00 Ln W J 0 °+ o 1 t y N3 ® 4 NOT CONSTRUCTED. DRAIN 1 P R O F I L E O F S T 0 R M D R A I N CONTINUES WITH UNIT 4. SEE T.M. 2889 -4. SC A L HORZ.: 1' =40' 0 1 2 3 4 VERT.: I'= 8' I NOTE: ASBESTOS CEMENT PIPE (A.C.P.) MAY BE USED IN LIEU OF LLI ? REINFORCED CONCIIEI'E PIPE (R.C.P.) FOR STORM DRAIN J SYSTEMS. ASBESTOS C0ENT PIPE AS USED FOR STORM DRAIN SYSTEMS SHALL BE JOHNS - MANVILLE TRANSyITE STORM DRAIN OR EQUAL AND SHALL HAVE THE FCLLOWING PIPE STRENGTHS: W jig N RCP PIPE STRENGTH EQUIVALENT ACP PIPE STRENGTH > �a 1350 -D 2000 D (CLASS 111) c I o W y cow ~ ? Itn LOT 234 �c x Cu 9 . 1 _ o Nm > I 3 N 0 LL r U NN W > - W - +W 11 ~ ' N I + _ Z � D2� SHEET 3 — i w' AS BUILT /01 SAME OWNERSH t P � � � - _ _- 1 NIA rr o l p�,Q,Q SUBD lsloH -- -- �nl35 I BRAMB SCALE: I 1 " =40' \ STI;EEF uCvNT sERVICE ®\ I DATE 1 \ ` / SEE SHEET 2 1 / ~ "SAME OWNERSHIP" � 1 W AV = ✓ / 1 4 JI T• y� / N W I' 4, PRIVATE CONTRACT NOT CONSTRUCTED. DRAIN - *" SHEET COUNTY OF SAN DIEGO 4 .}(� (� LL I p F ENGINEER DEPARTMENT CONTINUES 889- UNIT 4. Q �1,a 2 3 s1+ESTs SEE T.M. 2889 -4. ``/ `t, , 1 I x i E "Qg, 1 " p F S E p T I p N 2 3 5 T 0 R M D R A I N W �F CARDIFF P R O P E R T I E S UNIT NO. 3 COUNTY APPROVED CHANGES O b ecommanded for A roval A L"- O No. Description Approved by Da BENCH MARK 0 - 0 CN Description: 1/2 STEEL PIN pwd P2 CI$101`I P R��O / 3/0 ULM N i SANTA FE DR APHILU � NrLNiATIYI OF WYIt RECISION R O 4 "ED SIRMr LI6NISL�lVIC"S � ��Si L oca tion: Su ►divi Dien En sneer S Tcw Enq inwr JUN 23 1972 F JA N )yT� MAR l ��� �� � DR 30 FT S/0 SANTA FE DR 2.5 IM E10 O FT CYCLONE FENCE. Engineer of work Checked bye, Q n b Record From: C — nrtrr s•w ol� vfencdl ty11T� Seer �/ / date $ N Elov: 329-90 - Datum: D.S.C. i R.S. '/S -7Z T.AL 89 -3 10EILMED MICRCOFILNI1 D MICROFILMLD LL K. R C E. FILE NO. N0V G 1973 MICkOFILdy,,Ep