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1882 COUNTY OF SAN DIEGO TRACT NO. 4304- 6 GENERAL NOTES SEWER NOTES: WORK TO BE DONE: ��, IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE 1. A PERMIT SHALT. BE OBTAINED FROM THE COUNTY DEPARTMENT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER WITH THESE PLANS; THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPART - PU91-IC WORKS FQF ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. t ::(:'r. "7"j7­ � �&j ):': %'•,( -V N MENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT Q b ' OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH 'SAN DIEGO 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO Ez►5� 6MJ COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ANY CONSTRUCTION. �� d 4 pR IN 8�5� LEGEND 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR 275 ■ CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. 216 I A.C. PAVEMENT ................... 6 2 2 4 E X/Sr /V H .. . BOUNDARY. 2 2 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF TYPE "G" CURB & GUTTER ............. G -2 ............. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -O.F -WAY THE SPECIFICATIONS. .. . -'�� 2T3 6" A.C. BERM ..................... G -5 SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO 264 �• CP CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL 290 p Q• yC.R P.C.C. SIDEWALKS ................... G - OF THE L.C.W.D. ENGINEER. A '' /ST WHEELCHAIR RAMP (CALTRANS)......... NS - B " SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESEN 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 265 21 rl l -4 �� " ' 291 r� \ �J �J J 1 ......••• ,3 N. P.C.C. CROSS GU R... G - ..'� •'•' •: AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE 292 1270 g( M " •• •' NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS 1 )<I M STREET LIGHT ( W ........... E -1, E -2 ............. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY OF THIS PROJECT. L . .-" . A , / 295 293 N 210 DRS /N STREET SURVEY NOWUNICNT ............. M - ............. MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL STREE NAME SIGN_ ................. DS -13 ............. -� ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. _ / BARRICADES (WITH N5 (RED) REFLECTOR MARKERS - 18" X 18" X 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO r,\,� %`jJ% 263 1 0 .063 ALUMINUM) ................. M -9 ............. � BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY WORK SO THAT INSPECTION CAN BE PROVIDED. 264 f/j ` �FA88ES70S CEMENT AM7CR WW CLASS AS NOTED , , , , , ,, _��� EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 261 262 a C.o *A3eJ7TERFLY l40LVE.OSSEMBL% ............. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINI- PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION MUM COVER. ALL LATERAL SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. �Q :`.:'' ? r # FIRE HYDRANT (SIZE & TYPE NOTED) ... ............. _ OF EXISTING FACILITIES. �� (,� Q 44 #2" BLOW - OFF ASSEMBLY ............... ............. - -0_ 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINI- ap �. r� \,J / 3 J / J 4 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC MUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT ,• LEGEND T O INDEX MAP ,�E1 " MANUAL AIR RELEASE VALVE........ .......... _.p__NLAP.. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND DEPTH OF S.S MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE, INDEX MAP . ... WATER SERB /CE .................. �SEWER SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. UNLESS OTHERWISE APPROVED BY L.C.W.D. AfM gy, � A S M 1IN 1SIiE � i� TAPE �D) ..�.�.. .......� �� �iC. F: 1 ■ZOO � NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE PROPERTY BOUNDARY ARE NDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL AVAILABLE AT THE DISTRICT OFFICE. SUBDIVISION BOUNDARY - - -- SEWER MANHOLE ...................... ............. �...,u� CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN SHEET NUMBERS O DEADEND CLEANOUT ................... ......••••. �• ..� DIEGO GAS & ELECTRIC COMPANY, TELEPHONE: (619) 743 -3222. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE THE CONTRACTOR. WATER MAIN -_. -_ SEWER LATERAL ...................... ............. -® 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY STORM DRAIN STORM DRAIN (AS NOTED) ............. D -60, D- 61............. P == PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOU THE PERMISSION -_ n TYPE "A" CURB INLET ................ D- 1,D- 11,D -12 .......... COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. OF THE DISTRICT. SEWER MAIN FIRE HYDRANTS out STORM DRAIN CLEANOUT, TYPE "A "..... D -9, D -11 ............. =�,r NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE 14. ALL PIPES SHALL HAVE A 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN WING -TYPE HEADWALL ................. D -34 ............ "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ON L.C.W.D. STANDARD DRAWINGS S -12. STREET NAME SIGNS APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY, STREET DRAINAGE FLOW DIRECTION ­C> CURB OUTLET, TYPE "B " .............. D -26 TELEPHONE: (800) 422 -4133. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. - BLOCK NUMBERS PIPE COLLAR ........:............... D -62 ........... I 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUB - IVgTER //'E NT9AGRAC /IN�INN THE UTILITY ' AGENCIES, ADVISE THEM OF THE PROPOSED MITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A GYTj� 491F CARLSB.40 STREET LIGHTS 7X OR4/Y /NG3.IWO M.HD.9TA/VOARO oRC /FAT /ONS• IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. Q UALIFIED O C OM PACTED AS THE INTACCORDANCEFWITHWAS ,s,/N O /EGO COU/YTY LEGAL DESCRIPTION: 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND ON -SITE EARTHWORK SPECIFICATIONS AND SPECIFICATIONS. V INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES, A PORTION OF LOT 12 OF RANCHO LAS E TH AS, ACCORDING TO MAP, THEREOF N0. 848, FILED I OF CONTACT T.M. CABLEVISION, TELEPHONE: (619) 746 -6666. 17. SEWER LATERAL TABLE IS ON SHEET NO. 5 SAN DI 7 THE OFFICE OF THE COUNTY RECORDER OF' 'SAN DIEGO COUNTY, JUNE 27, 1898, ALL IN THE COUNTY OF SAN DIEGO, 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUB- JQB S/TE REl//5E0 70 19!9 W /1-75 TATE OF CALIFORNIA, AND A PORTION OF LOT 143 OF COUNTY OF SAN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE MITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, G,p{aC/j/Q4CE C OAIDMOA15 GO TRACT 3598 -3 IN THE COUNTY OF SAN DIEGO, STATE OF LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN /jERIWS ALIFORNIA, ACCORDING TO MAP THEREOF NO. 10397, FILED IN THE' DRAIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. SLOPING OR OTHER PROVISIONS MADE FOR WORK PROTECTION FROM �Q�JAp /RiAO THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH �FFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 28, 1982. OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN 12. STORM DRAIN ALTERNATES ARE REINFORCED CONCRETE PIPE OR MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND //V ASBESTOS CEMENT PIPE, R.C.P. 1350 -D, CLASS III OR IV, EQUALS APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES zW A.C.P. 2000 -D. CAST -IN -PLACE PIPE MAY ALSO BE USED AS AN FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION OWNER /DEVE LOPE Rs ALTERNATE TO R.C.P. FOR STORM DRAIN PIPE WITH DIAMETERS EQUAL SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL TO OR EXCEEDING 24 OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. I HEREBY AGREE TO COMMENCE WORK 011 ANY IMPROVEMENTS SHOWN ON 13. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY THE DEVELOPER OR Vj THE SOILS ENGINEER TO HAVE A 50 -YEAR SERVICE LIFE FOR THE 19. P.V.C. SEWER PIPE MAY BE INSTALLED IN LIEU OF V.C.P. AS SHOWN. THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN DAY AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK PARTICULAR SOIL AND LOCATION SHOWN ON THE PLANS. THIS WATER NOTES: < • ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,, CERTIFICATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE IRRESPECTIVE ANY OTHER WORK ASSOCIATED WITH STORM DRAIN. THIS PROJECT OR UNDER MY CONTROL. 14•. STORM DRAIN LENGTHS ARE CALCULATED ALONG CENTER LINE OF 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD / CULVERT. LENGTHS GIVEN ARE PLAN DISTANCES. WHEN JOINING A OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, AND THE CONTRACTOR SIGNATUR TITLE DATE 6 V/ CLEANOUT OR CURB INLET, DISTANCE GIVEN INCLUDES WALL SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE OWNER AND DEVELOPER: THE FIELDSTONE COMPANY THICKNESS _BUT NOT CLEANOUT /INLET WIDTH. AT ALL TIMES. ADDRESS: 8340 CLAIREMONT MESA BOULEVARD, SAN DIEGO, CA 92111 15. CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY 2, WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER LINE PRO- ASSESSOR'S PARCEL NO.: 255 - 040 -09 AND 257 - 850 -75 STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: FILE,"TOP OF PIPE PROFILE IS 48" BELOW CENTERLINE FINISH GRADE OF STREET NAME R/W WIDTH (1) CUT -OFF LUMIINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE TRUE 90 CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE STREET. VILLAGE VIEW ROAD 56' NOTE HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT 3. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY THE FIRE DISTRICT VICINITY MAP SUMMERDXWN PLACE 52' NOTE: C■ �' EMITTING REFRACTOR OR DEVICE. (2) ALL FIXTURES SHALL USE A 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WANDERING ROAD FROM STATION 29 +10.23 TO STATION 31 +85.77, AS ggg. CLEAR, UOW PRESSURE SODIUM VAPOR LIGHT SOURCE. (3) NO WATER LINE PROFILE. SHOWN ON T.M. 3598 -3; THENCE CONTINUING TO VILLAGE VIEW Q s MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED WDW 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAIN SHALL BE MADE NO SCALE 5, 5/ )LOAD, STATION 20+31.49; THENCE VILLAGE VIEW ROAD FROM PRESSURE SODIUM LAMPS SHALL BE INSTALLED. STATION 1+00 TO STATION 12 +84.34, AS SHOWN ON T.M. 4304 -5, s 16. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE WET. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL 4GO - -5Z SHALL BE CONSTRUCTED AND ACCEPTED FOR MAINTENANCE BY THE u� RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BE SUBJECT TO APPROVAL BY THE DISTRICT. 3& za COUNTY PRIOR TO THE IMPROVEMENTS SHOWN ON THESE IMPROVEMENT tc CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA r d. '' PLANS BfiING ACCEPTED FOR MAINTENANCE BY THE COUNTY. AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES 00 /a, �' �'�' ,' IMPROVEMENT PLANS T.M. 3598 -3 AND T.M. 4304 -5 SHALL BE c AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAZN R N�. CONSTRUCTED AS PART OF THIS PLAN, IF THE ABOVE CONDITION HAS a CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO 1 >r NOT BEEN MET. J J I ENGINEER HARMLESS FROM ANY -AND ALL LIABILITY, REAL OR THE DISTRICT PRIOR TO START OF WORK. off' ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ' STORM DRAIN NOTE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 7. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS i rye NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. THE STORM DRAINAGE FACILITIES SHOWN ON TNESE PLANS (7*..4.°yAQ -G) 17. ALL UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE 8. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE UNTIL CONSTRUCTION OF CURBS OR CONCRETE CROSS- GUTTERS OR SURFACING READ AS FOLLOWS "A CHLORINE CONCENTRATION OF APPROXIMATELY 50 6 "7?P& G� % %577?LC7UMAL SECTION • '•FCC 5✓0,9VALK EASEMENTS NAVE BEEN DEDICATED FOR THE OFF -SITE STORM OF STREETS. P.P.M. OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 P.P.M. 'CO C* Gur?r4 t'At PWrr Mt 0 DRAINAGE FACILITIES SHOWN ON 704"15. T 18. ALL GRADING SHALL BE DONE AS PER RECOMMENDATIONS OF LEIGHTON IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED. (501IL4 5/0e5) CQ&29Z7tV 70 AND ASSOCIATES, INC. IN THEIR SOIL AND GEOLOGIC INVESTIGATION 9. PRIOR TO EXCAVATION, ALL EXISTING FACILITIES WHICH MAY AFFECT 95 % RE(A77L4E C0999010t/ PRIVATE CONTRACT MADE F ES FIELDSTONE COMPANIES, DATED OCTOBER 25, 1983. FINAL DESIGN, I.E. - LINE CROSSINGS, LINE FAAALLELING OR PROPOSED 10. INSTA NINjl��1 I- i SZXVVICE TO XACX LOT. METZR Tp BE PERMITS COUNTY O � F ar U moo 19. GRAD F 10- 11.99$ REQUIRE 2 -1/2" AC OVER COUNTY APPROVED �j c BASE. LOCATED S TENT FUN A SIDE LOT LINE. A 3/4" HIGH LETTER -W SHALL TYPICAL STET SECTION � � � �Ert GRADES OF 12- 13.99% REQUIRE 3" AC OVER COUNTY APPROVED BASE. BE CHISELED IN IM OF EXISTING CURB OA IMPRINTED IN NEW CURB AT NO SCALE (TRA DING PERMIT NO. L -04// PLA FOR TINS MNIOVEMENT OF: Ay GRADES OF 14- 15.99% REQUIRE 3 -1/2" AC OVER COUNTY APPROVED ALL NAM SEICE CROSSINGS WATER NOTES CONT'D. S 12. Internal ferrous surfaces of all valves t MAdOREJIEIMMTN0. NSA BASE 11. Valve boxes shall be integral cast iron lid and frame assembly, type GV -8, xpstd to water shall have a SAN DIEGO COUN GRADES OF 16- 17.99% REQUIRE 4" AC OVER COUNTY APPROVED BASE. as manufactured by Southwest Foundry or Alhambra Foundry Company Ltd., certified factory applied epoxy Coating not less than 10 mils thick. TENTATIVE MAP NO. 4304 TRACT N O ■ 4304=6 20. THE CONSTRUCTION OF ONE PCC STA.NAARD DRIVEWAY PER LOT, LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER OF SEWER AGENCY WATER AGENCY FLOOD OONTPIOL DISTRICT OOUNTY APPPCK EO CMANIMM N3E41CH N4^F*< CALIF011NIAC0011DIM INOf% -1 NA WORK. PCC SURFACING OF DRI VEWWAX TO EXTEND FROM CURB TO E. SAN DIEGO COUNTY FLOOD CONTROL DISTRICT a' o""'F"W IY Dow FC 1800, B /- 7� /NT- �Y.�f/C jE " mm«ddf FAp ..w lr►: MdwYW PROPERTY LINE, USE STANDARD DRAWINGS G -22, 23, 24, 3B5 -P, LtUCADN COUNTY WATM DWTIMCT OLNB* M MLNKN*l.WATERfJISi'RICT / f� ESE Tl-. � 306 -1. '3- P�UILTr s ! aMtr 04 PRI I�; 14 WATER . WORKS APPROVAL y ,», 1 _,.PRECISION � � �} Approved by:BOYLE ENGINEERNG CORPORATION LOCATION: /NTER$ECT � LC.IM/1{t� E'4L .� s� vrsi _ F -!� DIRECTOR OF PUBLIC WORMS � • , rREC SION �il�`� � Ly O OL/YENI11411V QD. E,,.. ".,. - C�K�.d o. $ RV A"RevEO M. 06'.) 6/� �A � CoN�ing .Engineer A"NOVED IY; T� 0 �W 2 7 1986 l� G 2 81984 -- �'� �/� /�� "Con Flan: O Y T/C C MRa . N, CAF I L '� w►- VV�.�.� -Vlo AM bM 4N C•S DATE JOB NUMBER y�y ® ELEVATION: 7 ` 9 7/ 6 DATUM: �Q,Q)'IAR'9 ■. G 3 I" /ice 4 WiCROFILMED MICROFILMED DATE; _ 2 f2�,f�� __ / S DATE: W L FILE N0. 26 "3 (p � f ct OO Z O p \ EXlS C1;RlXIA1L1 , �� G,4,40E- - • � 1 STS RLfiI wo NOS 2 Oo I t o ku O ,' W ti t\ • V � I VA 144 Ile I, I� 5118 w O 'IVA O ' 1 � N 1 -0 1 \ �� K j -T€£ r4 -STOW . I Oil �" .,' SETA. 14635.47 Q+� I I �tt•'� � fTt'' � 4 040! YtRIT_ '1'!81 ,O AWR WATER DATA TABLE IGPP 14 W 5166 J U , ► ALA PO TA• @� ` � $ �; / o 1 � CURB RLT�AN PROFILE $cw►L : T V*"_ I � � �� � � � 13 � $GALE: NORM 1 18"' ORT. 1 "44"', b I 1 14 3.50' � /Op. e.3 let STREET DATA TABLE.. 39.50 STORM DRAIN NOTE O iEARNW ON DELTA RADIUS LENGTH. MARIE( l �� 1 e = /3'�i' 00 K ' C.P. WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE UNTIL THE STORM DRAINAGE FACILITIES SHOWN ON THESE PLANS (zwl304 -6) /`Q QQ EASEMENTS HAVE BEEN DEDICATED FOR THE OFF -SITE STORM DRAINAGE FACILITIES SHOWN ON Z•M.436v -S. v 0400' 0.3 LT.0 Gb �t1. ` QI Y/EW ROAD �� :. PyAv f, �/ \ N � . . k i� .ql \b /�b I I / 2fo9 V (\ I NO BEARING OR DELTA RADIUS LENGTH MARKS .o 0.175' d- . . O N 'k J I I 1 fJ J 1 - — 9 1 154 03 70 it TYPE �I • .FOR EX /ST. /�NP.POl�Ei19ENT3 4EE TN1.3897 3 , 3//EET5 6, 7, $`8 FOR .S.S/1�ER.4N0 Q� v , — — — // y r1 C, R STORM ORA /NI i ~ o / - 50'- 4 ' ..P EAYS II 51 E /9T.� „ v C P. _ 4 5 4 / /0 3EE TM 3897 -4 FOR STREET W.4TE�Q /MPRO ✓EA�IENT$ p Z / p P ( I Z , OR,40E0 PER PERKY! /T M0. L -0093 �Z1 Q 5 / �h r • I v - T� Z ^/� � A � NB7SY.bF2 35.00- 8 Y.C.P, p ...� _ P� o P 150 a .c., .... I BG. u..al 4e 93_24 8�? "" E x , STORM DATA TABLE \ 2 �: BEARING OR DELTA RADIUS LENGTH REMARKS r1 ,� - - N461m 9,*0 130 gcp ` 7 I I INST.4LC S I I /� I'EJU3T 8x /O'TFE r , 5 T- N � P C.R I.1 O v AS M• \ 14,t 11.34 vc,R. ,.Jl II v I i ;w�►� `•'� T ' P B 5 8 1 IWJ �(�1��P \ �� Q 'I • R I� �I 'q0a! Z Wkj ( I (� t(o 3 c.l; I ml � o `� a MI Q \ z .� Z � • m �� �. I � o g O Z � tJ h R �I � �, � � 9TGL4M OR,4 /N S�iYN f� /NFORM,4T /ON Y „ 3� V1 a01aJ NI m h N �0► 'hl �I ONLY CONBTR T I�C'EL7 GR.4wll , G N O 0���' �1ZV Z� N �IQ M SEE/EET.3 AERM /T ht. L -0411 PRIVATE CONTRACT �EX/ST. 3E/f�ERW,OTER Q ln 8 SET COUNTY OF SAN DIEGO Q PER TM 4304 - 5 � ei � � 2 DEPARTMENT OF PUBLIC WORKS SHEETS �� �ti + �, im OTE r LAR AVENIDA LA POSTA PLANS FOR THE IMPROVEMENT OF: SCALE B AVENIDA LA POSTA 10 PROY /OE TE,MgORARY Tld4N,4ROUNO &IAC. O /KE PER STA.f +67.63 TO STA.16 +21.57 STD. 00G. 09 -.5. /F TAf4t304 -7 /9 AV IIIPROYEO BEFORE ,� � INSTALL PRESSURE REDUCING VALVE PER COUNTY APPROVED CHANGES BENCH MARK ,COY OF s TRACT NO. 4304-4 OR TOGC;rVeR WIT/✓/$ PLAN. O.N.N.D. STD. DWG. #l% (DOWNSTRNAM SETTING N.. D■ariplion Appr by Da■ N 7/ to FBI) ■ �x DESCRIPTION: .Q /8OO BI /NT- T R.■ 1•ra•�v M'. AWay.df0R:,1. ✓.AAIB�' co PRECISION " � o, \ A C . O /KE DATA �' � �q STRE T IMav NT q,,, - ,d. N MAY 27 1986 H G 8 1984 LOCATION: /NTERSECT/ON OFEL C1Mhw REAL 4NO 1 : C WBDIVIB N E E DIRECTOR OF PUBLIC WORKS I OL�YEN,yi4 /N RO. E Mtk.d by W O.247 52" dz 3.3 V i F o\ R= ee - 00 ' R= 20.00' APA,4 _ z ' eECOnoFecNll: /1�' COUNTY IiERTA'1 CdYTRAL O,ITA MICROFILMED �M �+ N MICR :,, L =/20. 76 L= II 7/ ELEVATION: 79• /� L16.6.6. W c N DATUM: �• /6'AY 4 3 0 4 - FILE N0. A 40 v 2 1 . ' .c rs RI VC= Ow P r0 , TT r �Q j 4 a \ \ (n Vi ASO 2w' VC. � R/. 16 VC • /9.95' s - {< P. 1 /W 1 J5t80 op m \ 111 try � R h @ m b c\ yc P \ O c� P.1.1/C 15545 .' �!Itl v F /M/5`/ CWAL 14© M, 0,C CURS EZ h � \ � �; 4i CENT£RLfNE EL6tAT/Olw`S PLC L L4 ~ ~ v 0 EOEE T avz4 f5 0,r AERWISC �I . PROFILE. VILLAGE VIEW ROAD m , SCALE: HOR17— 1'1140' VE 17 -W 43.96" 4`250' 17 /fo /5 14 tz STREET DATA TABLE NO BEARING OR DELTA RADIUS LENGTH REMARK 318.00' P.76 RT. CB. o c PBP.00 4045/ LT. B. EX /9T. 9EitrER eN l�/TER �I _ 8'50'00" 500.00 .09 �I3 ASR T.0 9897-3A3897-4 O 500.A0 Q /o /0' �I v -k W NOTE: e= 05'420 — 5/90 - 0 - 2. �r. o<I J n > vl Q IDAE STOR" OR.4 /N SHOWN FOR O0 / ! 209 Q :� I � a 120 Zl0 /NFORMAT /GLV ONLY CON- 'b O¢ Q v fy 5 m o t,. b s w \ I. PE �Y! /T - 270 h �1 �� ; �I I s h� STRI/CTEO PER GR�O /NG \ do 6l s �I o �I MI \ Q R NO. L 04// , oc h 7 w Q h 2 \ �( 9 I q N P5 00 E 7. BO "QT. CB A. ( Z 1 Q I M� al � e 212 x a �, I a l r f__�, `( b X R Iii / TYPE q' /NL y I� EX /ST. SEiYER „WO `Y.4TE � y �� Q 273 W W ,� � - I��, �, R ° � �� ?75� E74 �, 5 5 PERT.,N.4304 -5 W ATER DATA TABLE p O-4� s ►. QA Q S w I �i ►� W VI W \ 5 I I I ail W Q r l r ` *Q \1� 1 �c Z�] s NO BEARING OR DELTA RADIUS LENGTH REMARK: =/3 1 3i 06 P5 .510. 00 0.9 ./.G:P. e i p � � � � N Q Q �P ��,, hi \ 1 � 5 5 � M ��� r. , -• i ia-� _ / a ✓ � /YP'?335” ', — �-- -- D -/5 /590' .00 , a0 r 94.00 /30.44 C.�? CS) � STORM DATA TABLE `. j, Y ,� i V Z Ma+• a" i I i k / 0 s 5 I�� NOJ BEARING OR DELTA RADIUS I LENGTH I REMARKS / QV. 1 lj� �I �I �t o _ n o I — r G r _ w N \ C / r r - v'� - y[ �[ w N r � r�iJ f.�J�� a r6 r. .5 J 5 B6 e.. �6 "i? P – / � US�E 6�z'P /PE LENGTHS R . . N8 Q d l V s 5TA /9t33.� �I m f rv3 2�2 I l lO) 0 w 292 EVE AP I E„ TRES M R�NRN46e W4K z ��� 5 30 30 �I CGY✓NECT7o EX /ST B FlC'P N 1 � 5 m�, 2g! STORM DRAIN NOTE Q g of h 276 VI THE STORM DRAINAGE FACILITIES SHOWN ON THESE PLANS (rW- 4304 - -6) N .4WN 1404 U P0574 WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE UNTIL PRIVATE CONTRACT Q' EASEMENTS HAVE BEEN DEDICATED FOR THE OFF -SITE STORM Q SEE 3NEET 2 DRAINAGE FACILITIES SHOWN ON 7Af 4.300- 57. SHEET COUNTY OF SAN DIEGO SU/yMERQ4WM AU 3 DEPARTMENT O PUBLIC WOR KS SHEETS Qi PLANS FOR THE IMPROVEMENT OF: SEE SWEET 4 VILLAGE VIEW ROAD STA.12 84.34 TO STA.19 50.7 �fc CIE INSTALL PRESSURE REDUCING VALVE PER COUNTY APPROVED CHANGES BENCH MARK 70 PSI ♦ + �i O.M.W.D. STD. DWG. #10 (DOWNSTREAM SETTING PLAN: VILLAGE VIEW ROAD C OUNTY -OF SA IE TR NO. 4 304 -6 MM SCALE: No. D escription App by �� R,co dM top ovd Appro• FOR: R.J R.✓. MA89N/gN = W 1' ■40' "A5-P�UILT DESCRIPTION /BOO, B /- 72 /NT- CONCRETE � Q Q �9 STREET .f10NUM /VT - - -� , PREC1$�ON LOCATION. /NT&R56CT /ON 0 7 L alYIVV 64L 4A SUBDIYISI N ENGINEE (/ DIRECTOR OF PUBLIC WORKS] y ■■, ZiiAl M, I' Eny,nw o/ ork: Cn.cMW 6y: W w RECORD FROM. NORTH C&IIV7 t/ERT12^4Z CONTROL O/IT/J TM = �.a Ap or W MICROfILIRIFf3 (Il, �� 'u{{" ELEVATION: 7�7 /�O VATUM: U. S.G. S. >' Cm N c, LI R C E /6 �"' 4304 6 W 91. MIS cFl,1 r FILE N0. m 25?� -83 4 .go 4 I /4 t6 kj 1 5 z SOU'THWESireR Y y I," p'e IMa Rt. 1�� NORTHWESTERLY CL . L 03w - /.00 ; 1 RIP R.9�O E,+tiE.Q�iY fl C� 1 �"...... th I s 47,e 78 PII =1LC: S - rower a I Q b uI a ALA , �.� lWrWAO a -_ LOT He LOT 416 PROFILE: TOP OF CURB AT CL. �S 4 q \a LOT 283 1 84ALE: HQ?4Z. 1" «20' MT. 1'=4' vl OFFSITE DRAINAGE 8 T E4SE1VENT A5 DEDICATED ON r0 5 Q .'f 2 ' - F / NAL MAP FOR T/'7 4304 -9 w STREET DATA TABLE /Zx /6 TONR /PRAP camup GY r D1515047 D1515047 F�'R NO uARING �OR DELTA RADIUS RtM LENGTH. A - ENER � €��� J y =85/ qp 6 F .QS.O 1 . O -4/ � Z = G // C COit�CRETE ENE.4GY D /S6 /�,4TOR PER R.S.O. O -41 Q e , V 260 279 278 77 t S � w * * N w w w w A L I .o Q I a C, 274f ° 3047 E in I W I� �O TI'.oE `;B "'... - .. I I O � 5 I �I Ip' •...b X8" 27 t 1 t1) CURB GY/TLET ti \ I 0 5 5 1 k1l 8 „ 7EE Z VC a A q M ME: • s � C, s STORM OR,4 /N 3HOWiV FOiP rA C O N C . D / T C S � � N v b ( \ s / N F O R W r i O N ONLY CON r, � r87 288 0 289 290 `� �' s rMlCTEO PER WR O /N6 K `146 8 5 y� PERM17 NO. L- 04// z v Z �i W I W 28 Q 1 - ti� v �w N a� PLL,46E Y/CW Roa`0 < PRIVATE CONTRACT Q PLAN. SUMMERDAWN PLACE SEE gy�ET 3 SHEET COUNTY OF t� SAN DIEGO ♦ C} �dJ SCALE 1' ■40� � DEPARTMENT OF PUBLIC WORKS SHEETS <a PLANS FOR THE IMPROVEMENT OF: wR IP.t?IGA1f0N WA \ \ME'iC -P. STORM DRAIN NOTE SUMMIERDAWN PLACE INSTALL PRESSURE REDUCING VALVE PER THE STORM DRAINAGE FACILITIES SHOWN ON THESE PLANS 1 TM.43G4 -�� COUNTY APPROVEO CHANGES BENCH MARK CIE WILL NOT BE ACCEPTED D7 THE COUNTY FOR MAINTENANCE UNTIL N0 D Apo by +t COUNTY OF IP /B (i0 TRACT NO. 4SO4 -a �++ O.M.W.D. STD. DWG. t19 (DOWNSTREAM SETTING "A5- P�UILi ° DESCRTION: R OO - 72 /NT- CONCRETE L� RK ,« o. �oP.o..d , gyp:. s„S,.M s N _ i t DRAINAGE FACILITIES SHOMN ON T.AfQ,3QQ_ S EET ,lpArW NT 70 PSI) EASEMENTS NAVE BEEN DEDICATED FOR THE OP! —SITE STORM B / LOCATION: /N7FAMCCT/ON C �iN/ EqL AN S SDI SION EN INEE DIRECTOR OF PUBLIC WORKS H N PREC(SI(W C OC/VENf/�l/ o x° Y ' MAY 2 7 1986 RECORD FROM: AVRT// COUNTY VERTKAL ,gQC 0,4T4 E � "+ 1 cn.ckw nr: W = h 11COFIe u r;t% MICROFILMED 79.7/6 G TM. ELEVATION: DATUM: USG. S . w l y D E ` "" 4304 -6 o i l will N FILE N0. a �i w� m 2� -83 I i I SEWER LATERAL DATA TABLE LATERAL INVERT LOT INVERT INVERT �� ELEV. AT TOP OF STATION NO. AT AT PROPERTY CURB REMARKS MAIN MAIN Q �j ELEV. LINE 260 13735 1608. 15 7106.82 29' 6.0' 17155" 17738 Y11- 146E Y/EfY RE 26/ 14 ,404 /604.22 /604 69 30' 6,0 110794 /73.74 262 13 1 1608.88 V171.94 27' 10,0' 172,48 178.28 * 605'fOP /ZMR /A/ 263 /3194 /6¢ 79 x1,66.83 26' 6.0 /GB.34 /74./4 y1U46E � /EW 1?8 2.0�'OROP �MAbt/ 2G4 /3 , 429 /67,67 /68.34 30' 6.0' /69.30 /75,/0 AYE. L.4 A0,474 265 12753 /70.56 17123 30' 6.0' 17914 178.94 266 11,462 /78.34 17901 30' 6.0' /79.82 /85.62 267 /0 , 491 18459 195 ?6 30' 6,0' 186.39 /92.09 268 10 /9//o /9/.77 30' 6.0' 193. /O 19990 4W. 1-4 POSTA 269 /5120 /5720 15787 30' 60.0 45.01 170,81 M146E RO. 270 15794 152.42 /53.09 30' 6.0' - 7, /.54 /a734 27/ 16 AM 40 14907 29' 6 0' 15715 1G295 272 /7 ,42/ AU. 00 144.87 28' 60' 15148 15728 273 17,4660 140.00 14067 28' 6.0' 146,93 /52,73 27Q 18761 13725 .13792 28' 6.0' 142,43 /48.23 275 19735 135.77 1360.44 28' 6.0' 13799 14379 Y/LL4GE Mew RI 276 11460 /38.6/ w 09 26' G.O' 14481 15061 SUAWSR&AW PL. �5.G8'Lmv° �MAG(/ 277 2739 /39.92 143.50 26' 60' /44.02 149.8P 4.58'�l0MR /N 278 3,40/ 139.36 /42.66 26' 60' /43.40 /49.20 35016gw/oMR /N 275 3#5 /39. /42.6¢ 26' 5.8' Af616 /48. Z 3.40'!�°7UMA1N ,?60 4725 139.85 42.04 26' 5.6' /4256 /479(0 21J 0MO70ANIAl 28 / a 70 /40.03 /41.59 26' 5.6' /42. /! 14751 X 6 LqOO 70MR /A/ 282 5 , 449 14035 /4/.02 26 5.3' /4/w /46.72 283 �1N.// /40.40 /40.73 26' 4.6' /4/.22 /45.62 284 6VA111 14040 14079 48' X1.3' 141.660 14976 285 5,409 140./9 /x0.86 29' -69' /4/.42 14712 2B6 4 ,447 /39.94 140101 24 6.0' 14194 14774 287 3 ,470 13963 14030 260' 6,0' /42.7! 1 288 3,425 13852 /39/9 26 6.0 /x3./6 /48.96 289 2 13894 /39 62 26' 6.0' 14396 /49.76 611AfAfER04)YNPL. 290 /7,164 /4/.42 0 14 7. 7g;r M' 10.0' /49.30 /54/0 Y1Z40 E y4W 1?p. Ca 32"LM 29/ 16 , 498 /a5.69 1.0.5 28' 60' /53.47 15,927 3.65'L�Q°70N�/N 292 /60 {24 150518 15116 27' 6.0' /5958 16538 293 15 ,4 30 156.56 /57, ?9 26' 60 16465 170.45 /1L4M ASAIRO. 294 /1?1498 168.85 169.52 30' 6& 170,68' 176.48 ff-14R .M 295 10433 17209 17P.76 30' 60' 17 /940.2/ 296 //772 177.x6 178.1-6 30' 6.0' 17B,9B 18478 297 / / ,40/ 18371 18 30' iko' 18-637 /9/./7 298 /0 ,427 /9022 /90.89 30 6.0' 192./6 1.37.98 4yE. 4.4 0 05r4 r Viz*- Wat .'JF #l.,Uti f4 n IL r` .n PRIVATE CONTRACT s - PERMITS N T ;t 5 5 COUNTY OF SAN DIEGO DEPARTME of PUB LIC WORKS 1 GRADING PERMIT NO. / -0 x 1 / - -- 1' N / 4 PLANS FOR THE IMPROVEMENT OF: SPECIAL USE PERMIT NO. 43OQ SAN DIEGO COUNTY TENTATIVE MAP NO. TRACT NO 4304-6 COUNTY AFPF40VEO CHANGES BENCH MARK CAL! ORNIACOORDI A E Ex 322 -1689 ME � �""` R /B 8/- 72 /NT. - CONCRETE 'AS-PSUILTa DESCRI►TIDN:_ -- -- R oo fe,ap Anw o•edFor RJ. MA55MAN C N PRECISION PW-� CION lJ �G STREET Af40A z MAY 7 15$6 a.; is s ° }� N LOCATION: GK" EL CAM /NO REAL f1N0 5 DIVIS EN61NE R / DIRECTOR bF PUB4C WORKS H N I .I . ! / r EnEiwwr 1 is Ch ah" ti: W z N cc o a I�#CROFILMED MICROFILMED RECORD FROM: NO COUNT/' xcRT /CAL CLWTROL OATiO TM 7971 DATUM: USG•S AFMo.d C3O 0 ELEVATION: ,,. rH. gYL /P8K .C. E.Q o . /A 4304 -6 . FILE N0. 259 -83 uj CL.