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321 GENERAL COUNTY OF SAN DIEGO TRACT NO 4461 -1 WORK TO HE DONE 1 A PERMIT SHALL BE OBTAINED FROM OM TH THE COUNTY DEPARTMENT OF • IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHTOFWAY DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO CL 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH .SAN DIEGO INLET GRATE i FRAME Z EANOUr COVER i FRAME COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY lIERALMAMBRAFO(AVDARY =� iER ALNAMBRA fbUNOARY FOCATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF COMPANY LTD. A-2010 t• COMPANY LTD. A 2015 WATER NOTES CONTINUED SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 3, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (/B "x /B) (lB" x /B ") APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 32 ' 4 ALL UNDERGROUND UTILITIES WITH THE STREET RIGHT OF WAY SHALL BE S "MIN. 7. LINE VALVES WHERE REQUIRED AT STREET INTERSRCTIONS SHALL CBE Ii CONCRETE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -or -WAY WHENEVER CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM. 5' ll ' /4, CURB, CROSS GUTTER AND PAVING BASE(JOOOP.S.1.) POSSIBLE. I ' S LEGEND STD. DWG. SYMBOL ELEVA r /ON SHOWN 23.5' 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES ON PLAN. SAME SIZE a S. FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE TO e' B A.C. PAVING SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE MATERIAL BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT 3.5 RECORDS. TO THE BEST Of OUR KNOWLEDGE THERE ARE NO OTHER EXISTING LEE At7 CONSTRUCT 4" CONCRETE PAD, 3' SQUARE CENTERED ON HYDRANT. 6" TYPE "G" CURB i GUTTER G -2 FACILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE CONTRAC TOR RfOL4WEO , e REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY -� 9. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL OSHA. 3 ,�, • ROLL CURB E GUTTER G -4.1 EXISTING FACILITY SHOWN H£R..ON AND ANY OTHER WHICH IS. NOT Of A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL RECORD OR NOT SHOWN ON THESE PLANS. NOTE: USE A-20 /2 M•rE (PANNE 0* A4 HE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE C. 0. COVER i FUMME PON SiM r INAWEOA4KA. P.C.C. SIDEWALK G -7.1 10. REVISED STANDARD SPECIFICATIONS FOR STERILIZATION, SECTION C -1 TO DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO °M ;,� « l 6 -CURe cur. 0 .5 - 10 A C.P READ AS FOLLOWS: A CHLORINE CONCENTRATION OF APPROXIMATLY , CONSTRUCTION Of NEW WORK. CONTRACTOR ILL MAKE EXPLORATORY o o 5000 P3. I. 50 PPM OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN PER G - 2.1 . ROLLED CURB EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 0.17' t./1' 0.17' t 88 ,� Z A.C. OVER CROSS GUTTER G -12.1 SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS CONCRETE ALL PARTS OF THE LINE ALTER 24 HOURS HAVE ELAPSED." SDWK PER 4 "AGGR. BASE GU IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING S' - 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE (M INIMU M) PER G'4• CONCRETE DRIVEWAY G -14.1, G -15, G -16 FACILITIES �' • w ,. CROSSINGS, LINE PARALLIELING OR PROPOSED CONNECTIONS SHALL HE 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC COMPANY • 4AEMA w 0 4 "BAR FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSING OR STA 0 #42 ro 3 .64.76 STREET MONUMENT M-10 M-13 3 00 0 CON CRETE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL E I WITHIN 10 FEET Ot PROPOSED WATER MAINS SHALL BE SHOWN ON - COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CON IMPROVEMENT PLANS. NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE t•83' 42 ' WATER EAS EMENE ERE W ) I STREET LIGHT (180 ?Y. LPS) E -1,E-2 "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL SIDE VIEW CONC. BASE TOP VIEW COAC. 12. VALVE BOXES SHALL HE INTEGRAL CAST IRON LID AND FRAME ASSEMBLY, S 32 16 CATCH BASIN TYPE F CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN MO SCALE NO ALE TYPE GV -8, AS MANUFACTURED BY SOUTHBAY FOUNDRY OR ALHAMBRA DIEGO GAS& FLECTRICCOMPANY FOUNDRY COMPANY, LTD., IDENTIFICATION MARKING FOR LIDS PER 14.5' 6 STOAMDRAIN PIPE �•�_ TELEPHONE I - B00 - 422 - 4/33 REBAR PER D B.1 15 , DISTRICT DIRECTIVES. 15 . l4. HEADWALL TYPE "B" D -32 8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 13. INTERNAL FERROUS SURFACES or ALL VALVES EXPOSED TO WATER SHALL TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS �TA /[, /VATS INLET / CLEANOUr HAVE A CERTIFIED FACTORY APPLIED EPDXY COATING NOT LESS THAN 10 8 8 ' CURB INLET TYPE "B -1" D -2.1 WORK WITH COMPANY REPRESENTATIVES. NO SCALE MILS THICK. NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE I i I CATCH BASIN TYPE "G" D -8.1 "UNDERGROUND INSTALLATIONS ". FOR IOCATION OF CABLES AND « 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12 AND SMALLER NITN APPURTENANCES CONTACT THEPAC /FIC TELEPHONE COMPANY I STATIC PRESSURES OF 200 PSI OR LESS KILL BE AMERICAN - 80 CRS, �+ 2 A' CLEANOUT TYPE 'A4" D -9 Q TELEPHONE 1$OOI774133. KENNEDY KEN -SEAL, OR MUELLER RESILIENT SEAT GATE VALVES OR I I CURB INLET TYPE "E" D•6.1 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE DISTRICT APPROVED EQUAL. ALL VALVES 14" AND LARGER WITH STATIC UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND WATER NOTES PRESSURES LESS THAN 175 t$I HILL BE PRATT OR DRESSER BUTTERFLY ROLL CURB GUT.- 2 „ A .C. OVER 4 „A06"R. •GOBS TROC?I O N Po LYVIMYLCMLORIDa HATER MAINS 10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND BEAR THE COST OFRELOCATIONS,IFNEEDED. VALVES OR DISTRICT APPROVED EQUAL. ALL OTHER VALVES SHALL BE 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALL BE IN ACCORDANCE PE r . 4 . / BASE (MINIMUM) CLASS 150 0! THE OLIVENHAIN MUNICIPAL MATER DISTRICT. CONTRACTOR SHALL 8 „VC•P o-L "A.C.P. WITH O.M.N.D. SPECIFICATIONS. • INSTALLATIONS" FOR LOCATION Of CABLES AND APPUTTNANCES CONTACT •COMilROCTIOM OF GATE VALVE ASSEMBLY CABLE VISION TELEPHONE 438- 7741 HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES, 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON APPRO BACKPLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER *CONSTRUCTION OF FIRE HYDRANT ASSEMBLY F THE "AS- BUILT" IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S METER WITHIN THE DEDICATED RIGHT OF WA Y, OR WITHIN EASEMENTS DEDICATED INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN STA. 3 +69.76 TO 7+20.26 *CONSTRUCTION OF BLOM - Of! ASERNSLY TO THE COUNTY OF SAN DIEGO. ADVANCE OF WORK. 16. CONTRACTOR SHALL SUBMIT FOR DISTRICT REVIEW, MANUFACTURER CATALOG w CUTS /SHOP DRAWINGS FOR ALL ITEMS OF WORK PRIOR TO INSTALLATION. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN T YPICAL SECTION FORREST BLUFF *CONSTRUCTION OF MANUAL AIR RELEASE ASSEMBLY 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE PROFILE, TOP O! PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 17. Water cyst" co"letion shall include installation of H&C 437 Meter box at all ( XIVATE STREET) I RELOCATED OUTSIDE THE AREAS TO HE PAVED. *CONSTRUCTION OF t/0 Y P.0 FLANGE TEE NITN GRADE or STREET. curb stepe.or District approved equal. NO SCA L E PLANOUP /0 VALVE (P /e a PUSH ON OR MECHANICAL OEM 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION -' JOIN ONLY. COUNTY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE 4. INSTALL A MINIMUM 1 -INCH HATER SERVICE TO EACH WILDING LOT. *CONSTRUCTION O! REDUCER APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR METER TO SE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 HIGH ♦�� CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. LETTER -W SHALL BE CHISELED ON TOP OF EXISTING CURB OR IMPRINTED IN 44 NEW CURB AT ALL WATER SERVICE CROSSINGS. 4?' 4Y' 3 *CONSTRUCTION Of CAI ASSEMBLY 14. CONSTRUCT A PUBLIC STREET LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO S. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW- 3P' Z /0' C •CONS ?RUCTION Of 1•TER B E RVICR THE FOLLOWING: OFFS AT ALL LOW POINTS IN THR MATER MAIN PROFILE. FIRE HYDRANTS MAY rz S' S S, 1, , - S T. LICN T �, I SEWER MAIN ��.�• BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT v (1) ALL FIXTUREB SHALL USE A LOW PRESSURE SODIUM VAPOR OR NEAR HIGH OR LOW POINTS. );I ty 4Y'' 4 ' 4" SEWER LATERAL LIGHT SOURCE. , Iu' �• 10 , 8 -13 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE , (2) NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR HIGH PRESSURE IIADE DRY. THE TIME AND DURATION or ANY SHUT DOWNS OF EXISTING r 4•S Z a 5' -it SEWER MANHOLE S - 17.1 •"••MOB SODIUM LAMPS SHALL BE INSTALLED. MAIM$ SHALL BE MADE SUBJECT TO APPROVAL BY THE DISTRICT. 4 "P. C. C. :% 7• I 7' *WATER IMPROVEMENTS PER OLIVENNAIN MUNICIPAL HATER DIST DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE TO ANY 15. PRIVATE ROAD STRUCTURAL SECTION SHALL BE A MINIMUM OF 2" OF SHUTDOWN. 6 " TYPE 'G' 11l�Crbl�IL ,fEC7/ONAER 'J/AE�V•4LK F.N• ' .j STANDARD SPECIFICATION AND /OR DRAWINGS. ASPHALT CONCRETE OVER 4" OF APPROVED BASE. AN EQUIVALENT CURB E GUT. GENERAL NOTE /V0. 2 PER • 7. If STRUCTURAL SECTION MAY BE APPROVED BY THE DIRECTOR OF CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR PER G 2 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CEAIIGEi !O TRANSPORTATION. GRADES SHALL BE A MINIMUM OF 0.5% AND A HIGH- LINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS T . -- - - -- 6ENOTE4 ELEVAr/GW SAWN /N PROF11E MAXIMUM OF 151 AND DESIGNED TO DRAIN THE SURFACE WATER 4 "P•C,C• THESE PLANS. PROPERLY. ADEQUACY OF THE STRUCTURAL SECTION AND SURFACE TYP /CAL SECTaN /A CANTEBR /A STREET WgTAOLK e"ryRFfG' Y I THEREtORE AGREE THAT THE DIRECTOR OF PUBLIC MORSE NAY MADE DRAINAGE SHALL BE INSPECTED AND CERTIFIED BY THE COUNTY FROM STA. 32 .94.20 r1 $rA }. 34#34-98 AN r?'7./ T(A CCIM iMrrER SUCH CHANGES, ALTERATIONS, OA ADDITIONS TO THESE PLANS ENGINEER PRIOR TO OCCUPANCY. V/ CANTEBR /A ST N S1CAL 6E SECT /O/y FAR MR 0 -2 WHICH THE DIRECTOR DETERMINES TO HE NECESSARY AND DESIRABLE 16. MINIMUM UNOBSTRUCTED PRIVATE ROAD WIDTH (FACE OF CURB TO p, SEE SHEET Nb.2 /V '\-t • N E L N M MOLES ELE 1011 $ /A7WN /N FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. PROVIBBB, L , ____ , �CLE FACE OF CURB) SHALL BE 24 ( TWENTY FOUR) FEET. j , _ -_ _ -- _ _- _� HOWEVER, SUCE CHANGES, ALTERATIONS, OR ADDITIONS BEAN. SLOT EXCEED 10 PERCENT (1 O 1 S! ) OF THE ORIGINAL ESTIMATED CO ETY OT I i r/� THE IMPROVEMENTS WITHOUT THE WRITTEN CONSENT OF TEE SUR ENGINEER AND INSPECTED BY THE COUNTY ENGINEER FOR DRAINAGE i I i SMRMDRAIN PLgA1 Vol TY /CAL SECTION V/A CAN - E8# 17. FINISHED GRADING SHALL BE CERTIFIED BY A REGISTERED CIVIL /A S TIQIEET COMPANY. CLEARANCE. (APPROVAL OF ROUGH GRADING DOES NOT CERTIFY I \ �' I li �I SHEET No. S \ r' FROM STA. 29 *42.59 TO S TA. 29'94.20 FINISHED GRADING BECAUSE OF POTENTIAL SURFACE DRAINAGE t `.1 1 ` I ! I es SUOERELEVAT/ON TRANS. FROM SrA. 29.94.20 TD STA. 32.9111, NTS I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEME SBDIBI PROBLEMS THAT MAY BE CREATED BY LANDSCAPING ACCOMPLISHED 0\ 1 ' i ! D LEGAL DESCRIPTION C LE ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OP -WAY WITHIN AFTER ROUGH GRADING APPROVAL.) \, \ \�' T 17 I \ Z 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO \ O SEIMa A PORTION OF PARCEL 3 AND A PORTION Of PARCEL 4 Of PARCEL MAP MO. PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL j 8 2 9 2917, IN SME COUNTY OF SAM DIBaO OM FILE IN THE OFFICE Of TUB COUNTY COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WOW 1 e 9 STt7RM DRA IN PLAN \ 'T R2CORDER OF SAM DIS00 COUNTY', STATE OF CALIPOMIA. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. "�� i �� SHEET No.q •• � NOTE: VIA CANTEBRIA STREET FROM STA. 7.65.29 TO STA. 29 + 42.59 t 1 4' y \ \\ DECLARATION O! RESPONSIBLE CHARGE AS SHOWN ON T.M. 3474 -2 SHALL BE CONSTRUCTED AND ACCEPTED 27 FOR MAINTENANCE BY THE COUNTY PRIOR TO THE IMPROVEMENTS ) SHOWN • ON THESE PLANS BEING ACCEPTED FOR MAINTENANCE BY 1 + I NEARBY DECLARE THAT I AN THE ENGINEER OP WORK FOR THIS PROJECT, THAT I OWNER 67�iT11R Dim a I S mB a r� THE COUNTY. IMPROVEMENT PLANS T.M. 3474 -2 SHALL BE 3 f LEGEND TO KEY MAP HAVE EXERCISED RESPONSIBLE CHARGR OVER TEE DRSIGN OF THE PROJECT, AS ADDRESS S E N E J O H N S T O N Sa le . ►a . CONSTRUCTED AS PART OF THIS PLAN IF THE ABOVE C O N D I T I O N 1 DEFINED IN SECTION 6703 OF THE BUSINESS AND PROPESSIONS CODE, AND THAT 17 L O D G E P O L E 40. E A M MARCO • GA. `y HAS NOT BEEN SATISFIED. tole. 727 -0688 STREET NAME VIA CANTEBR /A �� THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. i STREET LIGHT .-p ,''QROFESS /0 ASSESSORS PARCEL 257 _ 030 $S • 7 30 •• LIRE HYDRANT r7� I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 26 FORREST BLUFF SEWER LINE -- - �� J w F4,c^ s THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT CONNECT /ON WATER LINE - - - -- m� 9 = RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT I 27.g0•�TE SHEET No. 3 STREET MANE SIGN ♦ s r. NO. 23280 m DESIGN. j 1INt � IMC BLOCK NO. Ex /r-30 • � 550' S/GNT DISTANCE EASEMENT - - -- ,p BY DATE LINE °NO s/GNr Me DRAINAGE FLOW -� V CIVI\ � �P BR H. �AIVATt CONTRACT I � 24.40 S EY •-• ^P SCALE / • �OFCAUfOP RCE N0. 23280 Oasraucr/Ol\ls ;rinlo i PER COUNTY OF SAN DIEGO 15 W /TM /NTH /SAQEA" I co" Par« 4 -1S -7S I BNARTMIBT OF PUBLIC WORKS Slm IV I � 4,74.66 REZONE PERMIT NO. RO4 -Z4 / PLANM FOR : • 4 r� �/ MON1 MAJOR USE PERMIT NO. P 81- 31 O.Se All . __ ._._ __ 74 . � SILLMAN / WYMAN & ASSOCIATES FORRE BLUFF ESTATES VWAIA JOS N0. 1523 ARCHITECTS i ENGINEERS 10671 ROSELLE ST. SUITE 200, SAN DIEGO, CALIFORNIA 02121 (610) 463 -4320 GRADING PERMIT NO. L 'Og36 .__.,, ° r. M . 446 1 • PRECISION SEWER AGENCY WATER AGENCY CITV0FENCIAI17A5 APPROVED CHANGES BENCH MAFOC AS LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICPAL WATER DIST. CAL/FORNN COV�>71NIN►E MINX 322 - td831 JAN 1 2 'i� r5 1' V /Ct'I y i T y )wA A$ eU /L T Na O�x „oou� * T oo:.� ►r Dap " DESCRIPTION STREET CENTERLINE 110NLlYEb1 WATER WORKS APPROVAL Q REVISE LOTS TO MATCH 4py �i� lec I:' iC1i L(v9 VISION NO SCALE Approved by: BOYLE ENGINEERIM43 CORP. AMENDED MAtP L� �/� ((J v (141.11 LOCATION __ CAYUIO REAL 0.72 IEL N'LY Of V raNS • nM er � � APPROVED By /� l °� Die to Cans It en0ioeer © A94//47- INTERSECTION E CAMINO REAL A ENCINITAS BLVD. wave N *Nebo be W I /4 K RECORD FROM -C OUNTY OF' SAM DIEGO /� A4. u H. wr T DATE - / I>�lQ� . J 30' ELEVATION 1. 43,195 _DATUM __�..rg.I,.�- 4461 • I R.C.E. P32Ei0 C.E. I5325 DATE JOB NO / 17- RE NO. � 1 I - - - C. ; t - I _ - - - - - x + - + - -- - - - - — - {- t - - -- - - -- - - - -- ± - - -� - - -- - j = - Tl1T� _ - :1 k _. Nu Y u N t _ 1 - - r 1 - - I - -_ - - _ - _ - -1 - -- 'It 4 0 Z . _ _ -_.- ^— - - _. _._ - -- - - -- - - - -- -- -- - — -- - - -- -- - - - - _ - - C. - - - s 1 _ - - - - - - - qL - - - F r- - - to iR 7 — mm kc a p cAP G �"„ i 8 t T fVIAIA. of - - : 410 P. - - - - -+ - l: - - - - - - - cp mi it - - _ - , r a . r 1. t 2. - es 97,9 u T }. 3 7 . / - - `L ! rt - - - OflT' t /. 9 - - -- - - - - - -- - -- - - - - - - - -- - 1 1_ ls� . A CA SR: 1A - I - 86 35 34 33 32 _ -- 31 30 SH EET 3 29 -- _ - - - - a FORRESr &UFF <AQ /ME STREET) SCALE: v -1 Q j j z- K' �, 0.5' 42 , 0.5' Q - Q 2 ' BACKUP /8' AQRK/NO IN ' R v Z Q A � 40' �� 2� I •y $TALL r, V W •, $ O O Gs � A �O v � � � tJr � 4 p T Z 20 lO 27 m L O T n 4 o y 0$ � i. Ilk .� •° ,� o ; � � � ---- -4 0 37-56 SEG /N IMPTS. 6 P.C.C. CURB L OT Q 1 m a o m ' , p EOF� m p Z Q . O N v CZ MEET EXIST IMPTS . O 2 "A . C. OVER " 6 "P. C.C. CURB R BASE 2 L 0 Q j W PROP. /0'PR /VATS m v VIII m 2 h �' �0 3 b PER G -1 4"AGC . PER C I 1 // v IL 4 v DR41NAGE EASEMENT p WW �a� ... a� - a'' o I I N � C>• k o ° ! �• a.8. ,,,�„_�o" P.yc EXIST ►o' a.C.P SECTION 'A - A ' uk ^� s93 7 -- �- i- 8.24' 2Si. t /5 .17' - P.C. ORWY. q� 41 P VC. �� 150 L 82 � A i V. SEWER 0°C... BX /ST g V.C. P. - �9 !L _ NO SCALE TY /CAL) - O s I . ' .. R � !9.45.9/ CONN. L N $ TO X/S /0 "A•C`P. • 1 s T a �Y PI ' et REMOVE M.A.R. ASSY. • w en =% ' "' EX /ST IMPROVEMENTS 9 REF�EC� �� : C R• 3 +�4 ' I , . s Z2 PER TM 3474 -2, SHEET 3 Aq 2 9E • ' 8i P^•y, af,' \ M - 9. /`sin ,, � • - I g j : � •' •o � 0 29 •42. S9 .dL�G /N /M,PTS . L R s I •4 . ~ : _ J u Q MEET EX /ST IMPTS. / t LOT ✓ ' I tt •� C C l�t� IN4TER / QR pF E S S i pNq V ' , , ' ' �` ' �' • O I Vv ` V Q Q �h 1 Y9► , IMPTS. � � F, r�� 4 M - Df - - - 2 x 28 R �, ~ W 4 1 M m 9 ' n _ R D NG _ _ - - , , ) �� V Cy W Z H =�w T / lOt.�9 .w 1. ally, N6 1 _280 ` t Q � k• tai L//l}/F po p iI Pt/[L Adluf P. 'r. S �C ; UT' / D /{/js� -- TYPE . , B 0 0 a wi n `�!i �TY,ojC,4L� h 'JID�6.'S 6"'F /APE E�V/CE 0 �'a> , V � Y �r4� ,a0�� AFR 1 ' 7 / Q _� Q O ' 0V&gr Acm.1 BOX OF CA\ Z ' , - i A st =80 /gpLgCENENT A dGbW O/TCN m O M th _ _ O O a� a 3�a PER D �5./ 0 PRIVAT CO NTRACT 2' I SLOPE PROP. /0' PRIVAIMP41NArE 6QU J __ -- -- PER L-0936 EASEMENT 'QRY S �ET �PARTMENTOFPUBDICGG S SEtS 2 RECORDED CLEAR SPACE EASEMENT TEMA STREET IMPROVEMENTS FOR A FORT /ON OF: IN SIGHT OBSTRUCTIONS 3310 src /sir VIA CANTEBR/A STREET (6C 1160) OA 1%j � IN M IS aaEA. 446/ - / TH TABLE (TEMPORARY CUL - " - SAC) 33 t 78 PULL epX N0. DEL T A RADIUS LENOTN FOR PERM /SSION TO 0i9A0E 1n LI�F�C /MITIyS APPROVED CHANGES BENCH MARK CALIFORNIA COOR DINATE INDEX 322-1 W I 26. 24' 46" 30.00' /3.88' SEE LETTER By: PA(/L ECKE RANCH AS U /LT No Oncryion �w "� Date DESCRIPTION STREET IF MONUMENT - =1jj 2 /200 = " 40.00 ' 84.19 ' 04 rEo : 2 26 s6 1Q As k/c nr �) G lI a� r o n n..Nad approval proved W* PF „ ^;)►y 3 !/4•.39' 44 40.00' 80.05' LOCATION f EL CAMINO REAL, 0.72 M1. N p '' L � Y• SUBDIVISION ENGINEER DIRECT ROP PUBLIC WORKB HO JAN •,987 4 29 05'04" 30.00' /5.23' OF INTER. EL CAMINO R AL f E /VITAS & VD• bq Iwerk Cho:kad by I" RECORD FROM:_ COUNTY OF SAN 016+0 T• M. Approval date �A`i ' DATU M.S. . ,'.' `:. i LMED JC.C.E. Z 28 Y/` E ELEVATION: 143. I9Jr - .C..E. 23 - FILE N0. I I ` i a 1 I r - : I - - - - 4 T t - t I ( - - - - - 1 } - - fi t , I -- _ I I 1 I _ - - t I t - I + Al - - - f , - - - - T —C - - I I , I ;L -D . I h i jj - f I , I I I - - - - - - - ' - k -� - - - - -- - -- - - - - - -- - 1 I - { } fr , 1 - -_. -� __ I • - t - - - - a , t � Zj - - { -- - - - - - - - . - - - -- i_ a _l — - — — — t - 4 — t — - -- - # 7 6 0 g 4 3 2 1 p ir0 1j � • N '� e N �1 SCALE: N-� I: n A Q '77 o Z -� STORM DRAIN ¢ SEWER 2 N ® 1 �Im - Q =/6•/5'37 •z40' PER SHEET o " . 4 ,� a J N R•100.00' r � ♦ 8' IO 0 ...... IL Q n tT ^ • V OO 5 TYP /CAL 'o v PER G 7. I k � SOWK. I" wgTER ICE N9 v c. 4 f� 0 ' 2-4"./YE.P �'Q (M/NIMUM) cOp ' iu i 3 v 2, 11 <•'i� / 1 fh x [14T. IPA/f/ Wh Q 7 N V �S DATA 9' S8' CNAIN LINK I ENCE PER P.C.C. CC DR �,;',� I, I �_ .. 4= 94'02'42" 18' 2' 18 � i t 7 R' /00.00' PARK /NG AISLE ARKINC, INSTALL GRASS - (TYPICAL + a`1 M -6. / II �n ' fl, CRETE SURFACE �... ' X - AL `'— — T WIDE TYPE C• 2' �K,C. 4 rRANS . "W 7L = 164-14 ' caw, sN{gLE CURBS CUT, EX/Sr NVATER EASEME T B �, " p. I _ l 20.91 :.. . r0 0, M. W. REC. 4 4 �� - " / 6" CURB VARIES '� PER F/P No � V t 0 If gEWE ?� PER G-1 2.5 36- EDGE OF A. C. PAVING , OfR L4 ;4• / R ; ELREG a0 I I , RETAINING WALL Y -11 2 k ,� R b ., R c 6 ,. T eE Y, ? j3, Rt INST� 45 r r 2" A.C. OVER / q * 22 ci ;i 4 SEE DETAIL ti CUR GUT q 2 PER C 2. I J SNTI �i1 4 A '� %�' I, I t I oc " I o Q' a ER - ?./ 1 1 °t4�� L "CGR. @ASE I - r Q "' c �^^'" oe - TY�1C�4L) - o _o _ �Np fM/N.) P- 4 "SEWE.P 4 .V J W 4 C W W o 2 PROP. BLOC. ` /• 4 ' Lt ZA7r EMN W 1 ` LINE TyP /CgL `n ' RETAINING WgLL p a 4d•�/6•/5'37 „� ® N ? i ? •�' 2� ,� g ,� U oPERO g • jg 2 a v R = 100.00 ' _ b Q a 0 % P 4 /. "C. ( P!`R C - 2. / O Z �` n W x Q , V4R /ES y' M ' , / 1 p 2 ' rO 3. V Lni ° SEC T /0N 'A -.4 ' Q t� �0I: N �•' l NST. F.H. i C4 _"✓a, } DA ra r e 4, E z FOPREST BLUFF 3 �. � L , wr F� �► NO SCALE E O �' ', �2\ No. DELTA OR BRG. RADIUS LENGTH REMARKS Y RETAIN /NG WALL E ao SOWK. 5' CLEAN h ��� 2/ OMM .4 PER C 2. l OR /V —1 �— 2 ' AROUND F. N. V No 23280 m I 58 59,50 28.00 28.83 2 F 2' BREAK G � Q ' / O �' ��- �0 ESP. /2 30 Q 2 N 77 0 32'28 "E 20.00' W IN CUQB A .9 � — ROLLED CUR 3 N 12 24.00' Q W y O PER G - 4 4 N 77 ° 32'28 "E 37.50' o;a / e r 8' ._ ,.�' o 5 PRIVATE CONTRACT_ _ 3 N /2 ° 27'32 "W 20.00' � „�a�i N � ��— j � CANTEB 6 N 77 °32'28 "E 45.00' ? Qo cv cv ti. 0 +00 FORREST BLUFF ° sHEE 5 N - 29 # 7500 V COUNTY OF SAN DIEGO ° „ Z Q o v0 R /A 7 N /Z 27 32 W 20 .00 �� _ �, p•P • � DE OF PUBLI WO RKS 1 SMEEts 8 N 77'32 ' 28 "E 37.50 ' 4j W ---� — y Irt 9 N 12°27'32"N/ 24-00' Z cv PLANS FOR THE IMPROVEMENT OF: v 0 to N 77° 32' 28" E 20.00 ' Q W Q FORRES T BL UFF H h 1l 58 28.00' Z8.83' V v PRl vA rE smE r r. M. 446/ - i Q' o � _ �ENCINJTAS APPROVED CHANGES BENCH MARK '�% L AS BU /LT No. D#Kr1Pt.on Aoo Dn. CALIFORNIA C00 INTEE INDEX: 322 -_18$S v � a) Q REVISE LOT• DRIVEWAY DESCRIPTION ! STREET g MONUMENT - y !W � RKOTTMAW t01 N•ref M: 4PY.o.od W l ATER SERVICE C �I� � J PRECISION / - COCATIONS - REVISE LOCATION EL CAM/NO RE4L 0.72 MILES .N LY. _ ILL.���� _�L su � 661vtslo NGINEER L DIRE OR OF PLIBLIC_WORKS PROF /LE OF INTER. L CAM/NO REAL C ENC /N /TAS BLVD . W = n ,wo of wo.M� [hskW oY. W JAN iw 87 (,� A.S Dait r CAS 1111 RECORD FROM COUNTY OF SAN DIEGO Rw 7 rr T1W 4461 -1 =I -- -- - - WCROFILMED _ SOS (O APP Offl dq. A.C•E. t32 O AMY T�,N ��hfL T �f1 ELEVATION. Ia3. I9S DATUM M. S. IL , R E z� - - - -- � - H4 W d FILE N0. I i — , r - .- - - I i f 1 -rt - - - - - - -- -A& At Q flftf bfl NA IN _.. - _. - •_ —_ -__ _1 �- - -.- , - _ Jul IBM - _ - tt - - - -. -k - t - - 1 - - - - - - - _ - - -- -- - -- - ; - - =- - _ - - - _ 1� - I - - I - - - -- i I! I I I � i � I 1 I - -- - _ - - - - -- - - ; - 4- - H - - . 21 PO 14 �8 � Q7 ti f6 15 14 13 Q � 12 11 10 irsszae rrAE Ns -1" c. �n 25.00 OF ® PERD -8.1 T.Bt17.717 W 18 " R.C. P, @ 10-32% F, L. P3J. AS '; ? o BOUNDARY -4 1 2 or 6w V.C.P, SEWER = 13 + 26. l9 M. M. L P- AIMI&A r4 aw a� 24" R•C. STORMDR41N Q W � i y a v ® YPE1C L 147&W I'-J"' Mvt" 010 INCA NO, . 7 O C.D. PERD -B. J R�f� A MAri 137.3G I i1. V FL. rsL ON I;II �I E s T BEEn �i' f I PROP. 1S' SEWER EASEMENT TO FoRR (PPI MEET NO 3 ,1 r P LEUCAD /A COUNTY WATER DlS T, SEE S 32 11 I 1 IV 'A 16 II I I II� PROP. /O' STORM DRAIN EASEMENT ri (PR /VAT£) n ^ I' v ' LOT 27 4 0 II �I LOT 29 ca Ck C AN tEB r 4o•Z ;� o o v M v CIA 151 , ;O �, W /,� c, W1 gEE SQ qZ' o' a '""" LL i LOT /7 a W 0 4 g ✓" O - RE> WA W V * � i NJ :_3250 m 42 32 m o �`-- W 1 a ix /2 - 3 0- 2 3 O 0 4 tp �. �� �• �_ EX /ST EDGE OF PAVINC e OF CAUF� LOT \ 27 PRIVATE CONTRACT ° R ER = > �� ( k LOT /S AS U /LT SHEET O F P UBLIC WO sNEETs Z $, cJEW ~ � 4 N Q DEPARTMENT WO RK S 5 Q ��7 4, \ n ►� tb _ � LOT 28 . T 7 � � , I � � W _ 10' PUBLIC -� `; 4WNDIICM - " W PL4NS FOR THE IMPROVEMENT OF M : s TORORA /N ti / - PE �, !l1 SEWER STORM stn EASEMENT �/ I IN T.M. 4461 -1 O % W 1 = .' 1 CITY OFENCIUM6 A D CHANGES BENCH E MAR •O �I CALI FORMA CdORD /NATE /N EX • 322-10031 18" M p RAIN 1 /0' STORM DRAIN p No O+tinpuo" ApprovedDy D,IF DESCRIPTION 3TI�iEET F MONUMENT Rwommw.ded /or 1pp,*v&I A C) \ EASEMENT (PRIVATE) y © SHOW RETA /N /NG WALL 1ZAuh1 A z O '. / ' 1 i t ~ REVISE INLET Et- Cam ' W Ldir< PR'`G1 ":InN ®�/�Lr &S (�.�I LOCATION. i EL CAMIAV REAL ,_0.72 MILES N 'LY• SU )IV NGINEER _ DIR TORO_F_PUBLIC WORKS ca g�7 J 2 OF INTER. EL CAM /NO REAL d ENC/N/TAS AVVn E olwoh C".ck°°OY W Z JAri 1'L N RECORD FROM COUNTY OF SAN DAIRO rM. 4461-1 Al 60 I,�I _ 3rK)H .MED �... _ O ELEVATION. 143. IQ.�J DATUM. Al. J L . . W � qE A°pror,l an °: O /A- lam- L to O I : rtj lit W FILE N0. i ' i - - 1 1 . I - : -- -- - - - - - - - 1- ty t 1 - 4—t Vu I aALLz - 7L , fx P _+L —1 wall l ay 1 Lu i I l I - : - - _ •. - , -.. L I s r -._ tt4 Y - — -- - - 1 - fi - - - - -- - - I 714][ TT r -- -; 2 r T - - -- ' Tp _ _- -- -- -- ' i. - _ t _ - - 12 it lO 9 8 6 5 4 3 2 0 I a 63 z� * �2 �aQ \ y Q ~ K EXIST CONC. x W , Z WSC Q v Z Q Q DRAINAGE 3 p R1 * Z Q p CHANNEL AS x � O cn �I 4� O O Z g W H W SHOWN ON �, . r M. fE V. o W PROP. /5 SEWER EA SEMEN l" TO �� H 2% O A 4 Z V 4i . O 9833 - l cp r 64 . I LEUCAD/A COUNTY WATER D/ST o ^ Q SUBDIVISION DRY. ��• * � 4i " o�c `0 0 2 N /few ro �c .vn r h \ p n 2 mgr 8" VI C SEWER �' � �, � �; � m "� W ® , EXIST a 0 +00.00 SEWER a. o i INLEr,, 3 38.47.50 ¢ EL Z CAM /NO REAL EXIST EDGE OF PAVING, w R.C.P. SIi7RMORA/N W CAUTION 'Z W 24 C. Y �� EX /ST RETAINING, T` m C , A EXIS CON \ \ \ EXIST S.D.C. E. � . d 'A' M EXIST WALL N �' SWALE -TO -BE WALL. \ (J) ELECTRIC BOX ' W Q O PROP. l0' PRIVATE STORM L I 4 N x REMOVED \ X �' -A W O y i mry� ' DRAIN EASEMENT �+ ° p 1 c; V , °' A NREA A. C. PARKING as c N \ [^ \ vv �: v7 '0 Gk�l L0 T 29 ,�� +� i� ' l . \\o p aoFFSStp i , Q 28' IS' 13' r i -'i� ,�� Imo% i_ N EXIST 84 "RC.P. � Wr��F c: AS 9HOwN ON �� A I JI r' - 1 /Ii`l iii_, AAA i - 1 A/ ,-� n _ 1_ , , .,. -r , - `3 i T.M. 9833-/ 2 m NC EX /ST 3' CO. SWALE 12 .30 - 0 m 2 IR TO � REMOVED AND W 2 E q cr VzL �Q REPLACED. NEW COMC. SW ME /S TO BE E Q A.C. 4 PAVING A.C. O EX /ST W/OTNOF TRENCH Ex/srq C. � I2' PAVING 4' A PRIVATE CONTRACT z . k� � WALL REQUIRED FOR /N- W 0 G E C COUNTY OF S $TgLLAT10N OF 24 "R.CP. p4V /NC SHEET I y • 0.5' DEPARTMENT OF PUBLC WORKS J � Q ' A'ANS FOR THE IMPROVEMENT OF: v � SWALE SWALE SEWER s STORM ORA /At 24 "RCP AS BL/ /L T CrrV aF JtI WrrsTS APPROVED CHANGES BENCHMARK I N T.M. 446 CALIFORNIA CO ORDINATE INDEX 322-1003 No. Deuopoon Approved by Date /� Q 8 "VCP. - �Of 61Af DESCRIPTION STREET L MONUMGNT 14 Recommwrded for approval. Approved =� p " aL/IL T�C _ � `. PRECISION rc F , LOCATION. E EL CAM /NO REAL. Oft ARLES N'LY DI VI SION ENGINEER DIREC R OF PUBLIC W01111S y P. JAN 121987 $ECT1�N 'A - A ' SECTION B - B SECTION C - C OF INTER. EL CAM I /NO REAL itFAI r A3 04 VO E , work ec Cn4ee _ b, .-• RECORD FROM COUNTY OF SAN 011 O W w y pproral Bete: NO SCALE NO SCALE NO SCALE BRL/C N. YN ELEVATION I .9BS M DATUM .S. L . N ' W'q �.� F 2 /lam I ( _ 4 MICROFILMED R GE- 213240 E N A T.M. Q 46 1.1 W � FILE N0. i I