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299 SEACREST VILLAGE CITY OF ENCINITAS P85 -107 o � EAI�AEA'T a0 �� M:YT 7U 6tswry /9Alls'f'I" I L GA AC WAY CIS AY 14 it , , 5 -- - �lqe-awv AWL o I c1l, a � f� C. SA' R9PB 7 Z 6 "TYPE 'G' CUBA <6I/TT A, } ",f NA f PEP 8 t x I VICINITY MAP TYPICAL SECTION Poo SCALr QUAIL GARDENS ACCESS WAY 40 PMIC f0' PO' B' al SEACR6'ST" SAY 6.S' Z, r 4 3 v 1pmrOF,P /S//T— � IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. A IY,/Y 0 I IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED KEY MAP CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR'OF PUBLIC WORKS DETERMINES ARE NECESSARY AND Z ' / - % Q`/ SCALE I" =200' DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. P.C.C. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON TNES9 �' j//lC,G, PLANS WITHIN EXISTING COUNTY RIGHT— Of—YAY WITHIN 60 DAY! AFTER 1!lIIANCE A.C. OY R 6 A C. QERM il�RB7 Cl/Bd01af/TTEB ,oERg.G OF THE NSTRUCTION PERMIT AND TO PURSDI SUCH WORK ACTIVELY ON EVERY ffAet AB6i1 SE�i!` NORMA RK Y UNTIL COMPLETED IRRESPECTIVE AND INDEPENDENT OF A D WITH THIS PROJNCT OR MOER MY CONTROL. TYPICAL SECTION uqmnz SEACREST WAY & N.T.S. KEY MAP LEGEND* OWNER PERMITTEE G INDICATES SEWER M.H. 8 MAIN SAN DEGO HEBREW HOME W. YAR /ES tl t9' _ _ _ _ _ _ _ INDICATES PROPOSED FIRE HYDRANT 4075 54TH STREET wdplrg VAR E5 5/ SAN DIEGO, CA. 92105 ASt - / , � _ _ _ _ _ _ _ /NDICATEs PROPOSED STREET LIGHT, 90 W. L PS _ 25 1 _____ -_ /ND/cArEs PROPERTY BOUNDARY A.P.N. 256.340 -21 23 AIY/N C!/AR efirNR _ _ _ :/Mx 4 INDICATES SHEET AK/MBIER DECL AR_ATTON OF REsoe111SU E 0litllrf /ND /CA TES STORM DRAIN 8 APPURTENANCES i ARADE PE I HEREBY DECLARE THAT I AM THE ENGINEER Of WORK FOR f •-- r INDICATES EASEMENTS THIS PROJECT AS DEFINED IN SECTION 6703 OF THE A. t. G AFhW �R�/ A(ZA`�` eG1�611ER BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 001GATES D /RECr /ON OF STREETFLOW CONSISTENT WITH CURRENT STANDARDS. /ND /GATES CROSS- GUTTERS I UNDERSTAND THAT THE CHECK Of PROJECT DRAWING AND TYPICAL SECTION SPECIFICATIONS BY THE COUNTY Of SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. AS ENGINEER SAXONY ROAD INDICATES EXISTING SENDER MANN E OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. N.T. S. — - INDICATES PROPOSED 164TER MAIN I "A1:OYER4 "D. 6.04fAG"AA1JYES//BGiP,IGE RICK ENGINEERING COMPANY 95% AE477YE C6>IYAIL ff. 365 SO. RANCHO SANTA FE RD., SUITE 100 SAN MARCOS, CALIFORNIA 92069 (619) 744 -4800 DIiE,P6yCLASS PAXAEBATE DI►'E,P " �AT�E CDC T N�TiYE sladox R Ys % �..� QL �•�•�f BY: BARRY C. BONDER R.C.E. 20446 DATE E Np. � RICK CO�IANY Es CmL PLANNING CONSULVATG : 9IIRVGV0ft 5420 FRIARS ROAD SAN WOO. CALFORNIA 62116 (S 1#) 2119707 N� O ?�� 2066 PIO PICO DRRIE CARLSBAD, CALIFORNIA SIGN (6161 7:6.6007 764 S. RANCHO SANTA FE RD. SAN MARCOS, CA. WM (616) 76491100 OF "AS- BUILT* /Q PERMITS COUNTY OF SAKI DNESO GRADING PERMIT NO. L -1195 DEPAWWNT OF PUBLIC WORKS SHEETS PRECISION REZONE PERMIT NO. N/A PLANS FOR THE SVWXNE OF: FEB ? J Ij6 SPECIAL USE PERMIT NO. P85-10T SEACREST VILLAGE MICGTOFILMED TENTATIVE MAP NO. N/A APPD. P 85 -107 � BARRY C. B NDER R.C.E. 28448 DATE couMTr PARKS DEPARTMENT .? �' IA T X: 322 -1683 SEINER ASEMCY MATER AGENCY CITY APPROVED CHANGES A Q C21bib s 1b. D11acriptien Approved NY Deft BENCH MARK /6r A I Appr GY R P APPROVED IN CONFORMANCE WITH y ENCINITAS SANITARY DISTRICT SAN D�GLOTO WATER DISTRICT - ` D NCr ip(( 11n: E STREET MONUMENT BRASS OISC. SAN o6� rz�►w I- NMrrM 11. BS -107 CCAIID(TKK)IV.S /\(P DD A7 ONLY) I� lVl�. ��r IRU1i.Ra ST1 3 +7320 TAS N)LVO_ ENGINEER OFMIOIIK Check" by 336( —.V y �, CAt'�cg' APPROVED By /Z- 31- 67 SC I AL MAN Record From: COLSITY OF SVl DEOO NEY DEPT. COUNTY PARKS DEPARTMENT L /IF• j1•� V,� �j Z �' 15) Q� �: (((.534 w M_S-L. Q Jof Y. KtfOTA -TNGNUR RC.E. K1056 R.C.E. DATE t tctt,IS10p UES 1 K AUG 181Ae6 M 95?" W 0 R K T O R E D O N E THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE REGIONAL STANDARD DRAWINGS. G E N E R A L N O T E S I M PRO VEMENTS DWG. N0 SYMBOL 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS FOR WATER S Y S T E M NOTES (C O N T) ANY WORK WITHIN THE STREET RIGHT-OF -WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -MAT. PRIVATE EASEMENTS, AND THE 2. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH COUNTY STANDARDS AND THE RESULTS APPROVED BY THE COUNTY DEPARTMENT OF TRANSPORTATION. BEFORE THE EXACT DEPTH OF "IMPORTED BASE MATERIAL" SHALL BE BASED ON SOILS TESTS WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT APPROVED BY THE "SAN DIEGO COUNTY MATERIALS ENGINEERING TEST LABORATORY. OFFICE. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE THE CONSTRUCTION OF TYPE "G" CURB (6" C.F.) . . . . . . . . . . . G - 2 . AND CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S THE CONSTRUCTION OF STANDARD STREET NAME SIGN . . . . . . . . . . . . . . . . . . p 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - OF - WAY SHALL BE SPECIFICATIONS. CONSTRUCTED. CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM. CURB. CROSS 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN THE INSTALLATION OF STREET LIGHTS E - 1, E 90 WATT L.P.S . . . . . . . . . . . . . . . GUTTER AND PAVING. ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONSTRUCTION OF P.V:C. SEWER MAIN . . . . . . . . . . . . . . . . . . . . . . . . . 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE 13. FILL AREAS MUST BE COMPACTED TO 90 PERCENT, PRIOR TO PIPE INSTALLATION. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF THE CONSTRUCTION OF P.C.C. SEWER MANHOLE. . . . . . . . . . . . S - 17. . . . . O OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THESE PLANS. HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY THE ACCURACY OF, THE LOCATION OF. OR THE EXISTENCE OR NON EXISTENCE Of. ANY THE CONSTRUCTION OF P.V.C. SEWER LATERAL($ ") . . . . . . . . . . . S - 13, S-14. . . . . . - MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH UNDERGROUND UTILITY. PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. *THE CONSTRUCTION OF POLYVINYL CHLORIDE MATER MAINS. CLASS AS NOTED. I5. ALL WATER METERS REQUIRE RP. DEVICES PER SAN DIEGUITO SPECIFICATIONS. 1 /t fr 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE � THE CONSTRUCTION OF GATE VALVE OR BUTTERFLY VALVE ASSEMBLY . . . . . . . . . . . . . CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 16. REPAIR, MAINTENANCE, AND ANNUAL TESTING OF ALL BACKFLOW DEVICES ARE THE i �fH.. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDER- RESPONSIBILITY OF THE OWNER. .�1"/IY�I *THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY . . . . . . . . . . . . P-1 . . . . . . GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO Z? 7 ,z D/P PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING RETAINING WALL NOTE: *THE CONSTRUCTION OF BLOW - OFF OR MANUAL AIR RELEASE ASSEMBLY . . . P-48 P -10 FACILITIES. • 1. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR HEIGHT AND LOCATION ONLY. *THE CONSTRUCTION OF P/0 X P/O X FLANGE TEE WITH FLANGE X P/O VALVE PER DETAILS. . 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIE60 GAS & ELECTRIC COMPANY PRIOR TO WALL HEIGHT TO BE ADJUSTED N FELD TO MATCH 2,1 SLOPE OR EXISTNG GROUND. ( (P /O - PUSH ON OR MECHANICAL JOINT) STARTING WORK NEAR. COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 2. TYPES OF WALLS SHOWN ARE PER SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. *THE CONSTRUCTION OF ALL TEE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMPANY REPRESENTATIVES. HOWEVER, THE DESIGN OF ALL RETAINING WALLS TO BE PER STRUCTURAL ENGINEER. p�T��u,u w NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE BACKFILL SHALL BE PER SOILS ENGINEER. RETA _WALL._JAIL "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIE60 BAS 3. ALL RE TAINING WALLS SHALL HAVE A PERMIT FROM THE BUILDING DEPARTMENT N.T.S. NOTE: PORTIONS OF STORM DRAIN TO BE BY OTHERS. & ELECTRIC COMPANY, TELEPHONE N0. (800)422 -4133. PER THE UNIFIED BUILDNG CODE. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING *THE CONSTRUCTION OF WATER SERVICE - (4") . . . . . . . . . . . . . . . . . . . . . . . . -� WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY - - - REPRESENTATIVES. THE CONSTRUCTION OF R.C.P. OR A.C.P. STORM DRAIN . . . . . . . . . . . . . . . . . NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND S E W ER SYSTEM N OT E S THE CONSTRUCTION OF CURB INLET TYPE "B" . . . . . . . . . . . . . D -2 . . . . . . . . . APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY, TELEPHONE N0. I STRUCTION,OF TYPE 'C D - 3. �7 298 -0595. (800)422 -4133 "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE CON "INLET ' ' ' ` ` ' ' ` ' ' ' . ` " 9. IT SHALL BE THE RESPONSIBILITY Of THE DEVELOPER TO CONTACT THE UTILITY PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CONSTRUCTION OF TYPE A „ CLEANOUT D -9 , M -3. Q AGENCIES. ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF M -11 ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING 8 RELOCATIONS. IF NEEDED. SPECIAL PROVISIONS." THE INSTALLATION OF STREET SURVEY MONUMENTS M -SO. . 10. ALL TELEVISION SERVICES WITHIN THE PROJECT ARE "UNDERGROUND INSTALLATIONS ". 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE SHOWN. THE CONSTRUCTION OF CROSS GUTTER . . . . . . . . . . . . . . . . . G . . . . . . . . FOR LOCATION OF CABLES AND APPURTENANCES CONTACT C.A.T.V. T.M. CABLEVISION, TELEPHONE NO. (800)422 -4133 2. PIPE AND BEDDING CONDITIONS. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK BENEATH THE PIPE. THE CONSTRUCTION OF SIDEWALK . . . . . . . . . . . . . . . . . . . G . . . . . . 7 T BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE I? DEDICATED RIGHT - MAY. OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SAN (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO SIX (6) THE CONSTRUCTION OF BARRICADE . . . . . . . . . . . . . . . . . . M-9. . . . . . . . • - DIEGO. INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL. CRUSHED AGGREGATE. NATIVE FREEDRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR THE CONSTRUCTION OF HANDICAP RAMP TYPE ' A ' . . . . . . G 27 Q. CONSTRUCT A PUBLIC STREET LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: BETTER. THE CONSTRUCTION OF TYPE "A" BERM . . . . . . . . . . . . . . . . G . . . . . . . . . A. CUTOFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE TRUE 90 DEGREE (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO SIX CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM THE (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 CRUSHED ROCK. A.B.S. #SAN DIEGUITO MATER DISTRICT STANDARD DRAWINGS B SPECIFICATIONS. LOWEST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR DEVICE. SOLID WALL PIPE MAYBE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR REMUNIMG NILL - - - - - - - - - -- - - - -- - - - -- - B. ALL FIXTURES SHALL USE A CLEAR. LOW PRESSURE SODIUM VAPOR LIGHT SOURCE. GREATER. C. NO MERCURY VAPOR, QUARTZ. METAL HALIDE OR HIGH PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 3. AFTER COMPLETION OF PIPE LAYING. LLL MAIN LINE SEWERS. SEWER SERVICE 13. ALL STREET STRIPING SHALL BE DONE BY COUNTY FORCES. LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE DISTRICT. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE DISTRICT. 14. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17 POURED IN TO THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO. AND THE SPECIAL PLACE MANHOLE BASES SHALL BE FINISHED COMP ETE AT TIM OF POUR. PRECAST ESTIMATED CUT 7500 C.Y.' PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH COLL CTOR SYSTEMS WITH ESTIMATED FILL 7500 C.Y. 15. ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE INSPECTOR'S APPROVAL. CONSTRUCTION OF CURBS, CROSS GUTTER OR SURFACING OF THE STREETS. S. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO.'S S -13 AND S -14 *QUANTITIES ARE FOR PERMIT PURPOSES 16, NO NWINIG 9ULL BE DONE UNTIL EXISTW-v POWER POLES ARE REMOVED FROM OR LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. LOCATED S AREAS 10 BE IN=. XQyY ONLY, AND SHOULD NOT BE USgD FOR FEIIIIIENCE DRAMNGS 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S TYPE A. /� _ _ PAY QUANTITIES. III EWER SYSTEM: SAN DIEGO REGIONAL STANDARD DRAWINGS. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 - INCH MINIMUM COVER. GATEA SYSTEM: SAN DIEGUITO VATER DISTIM7 STANDARD SPECIFICATIONS & DR ANINGS. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN t DRAINAGE SYSTEM: SAN.DIEGO COUNTY FLOOD CONTROL DISTRICT. PER ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS: L-1195 IN WRifING PRIOR TO ACCEPTANCE FOR PUBLIC USE, o SAXONY ROAD: DRAINNNN MD.T.M.4lM B SAMONY ROAD R.S. 700 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. W ATE R S Y S T E M Y 0 T E S 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 1. WATER MAINSr LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO \ THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS Y �C • .� ` CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FOR M EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -NAY. �� ,� RICK C+�Y AFTER THE DATE OF ACCEPTANCE. P, \` �! CIVIL eNOINEERS : /LANNINO CONMIL7ANYS : MIRVE 2. UNLESS OTHERWISE -NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY I� 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (0191 211-0707 3088 PIO PICO DRIVE CARLSSAD, CALIFORNIA 920" (619) 7294017 THE CONTRACTOR. UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT. AFTER 13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. P'' 365 S. RANCHO SANTA FE RD. IAN MARCOS, CA. 9"N(4191744'"W PAYMENT OF THE ESTIMATE COST BY THE DEVELOPER. T . PRIVATE CONTRACT 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE W NAIL pII pFESi/p 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE. TOP OF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR �Q��;� �� SET COUNTY OF SAN DIEGO PIPE PROFILE IS 36 INCHES BELOW CENTER LINE FINISH GRADE Of STREET. OR REPLACE ANY OR ALL SUCH WORK. TOGETHER WITH ANY OTHER WORK WHICH MAY BE INLET APRON F� r0 DEPARTMENT OF PUBLIC WORM 5Ts DISPLACED IN SO DOING. THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE N.T.S. n PLANS F M THE IMPROVEMENT W TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT SEACREST VILLN�I(sE 5. CONTRACTOR TO FURNISH ONE -INCH COPPER WATER SERVICE AND METER BOX FOR EACH E XCEPT ED. I N � .r RESIDENTIAL LOT. OI V I F of cA P 85 -107 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. N M CA LIFORNIA TE fZEX: 322-16683 AS- BUILT Q APPROVED CHANGES BENCH MARK 7. INSTALL FIRE HYDRANTS TWO FEET FROM FACE OF CURB. IF NO SIDEWALK EXISTS. OR N•. Description ApprevedBy 0"h d9d App I Appr BM Description: TR ET MONUMENT BRAS DI 1 -- SEVEN FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. PRECISION AS- GUILTS 1A1Q *1-04 COUNTY ROAD SURVEY or Illms Volt Ks E. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. FEB 3 1988 leal(on: 3 +73.20 ENCINITAS BLVD. ENGINEER OF 990RK CAeded ►y _^ ►� �61 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE COUNTY DEPARTMENT OF MIC �• �.� R «erdFNNO: COUNTY OF SAN DIEGO SURVEY . ll RC.E. 211440 DATE NI99 111.534 Bd9"r: M.S.L. 0 Ap prevel date rAa4f TRANSPORTATION FOR AMWIT-WIN tAIMT C EXCAVATION WI IN EXISTING COUNTY RIGNTS-Oi-WAY. .• ►,oN UES1987K - -AUG ism MONO"" M 0 1 _ ■1lEillliEEili -- - - - - - - - ■ ■■■ r i ■ ---- - -_ - -- _ ■ .'�1i7 ■ ■ iliSii "iii.• 7:i�[:. - '7• ..:7i35'�,'• Ei .' �i 1 'r 77711 O S EE 0 INA I 1111w . '�'.'a_ • -- E •-• �'.- •-��: _ =5', ■■ ■ ■ ■ ■ i �� ,1 :` M ME Tal s r.� ■■ ■ r_ .� iC$S7•,•�� i�. ■■ :7 7E . ::ter �y','•i 7!. w, =. -ti ■ "i EE•� ■ 3 , s , EEEEl�iEIEiEEE =E��iEBi3 =i�iE� E i i ■■ ■ . �E� <` ■ ■ ■ 7= M!R a _ F,= Z1�in -jrr� ■ ■ SEN ME S 9 • 7:i:• ��-� ' Sr i V ■ ■ Mila : n s was � m 's � M = [=%� �_® EE! S �7: a- :?� ►'t` '3.t ■■ 7 ., �1 ' ir•r_ _ . . ..,. .,. ' .- . .. 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' r e :• •lo se 7 s L- - s == ate_ =s • ■■ r - ■ ■ ■ ■ °.. !i ■ ■■ ■ =iE ■ ■_ 3 ` _ �!{ is ;3 ■_ _� - i.. ♦.. `IS1 11 _,.� 1yf{/ mang �i 0 §1 ii I I - �7� �.. –�•; a'E.i_IEEEEE�•7•a■ ■ "J��= �1l1 \'; 'VI .•1 ' wffm _�■J)I \IM'�,� ■'•� ■ ■�� ■■ � YI'LIr.Y• \.1l` ■. - Si •• rY '�=' - = 1 - -_ ' 3 YivT_ € \` \•�11l�E�rl 1 1 �"tP ! t - .. �■ 1�r_E`re7� 3�e .._ _ —— - .;tii ■:'.-= _ ■ ■ ■ ■ ■ ■■ ■■ ■ .EE�i■ ■ ■■ ■E. _ _ Z fr � _ r..- � � - s ^ • = � °= :i - '- '-\... �;-r . • 1 .9 '■ ■ ■■ ■ ■� ■ ■ ■G!EE�7 S■ •:E- ��77�i�iifi=:iai i i. - .I . � ■ � _ -_ _�as��- �r�i ■EE�e ■ ■ — a�E ■ ■ ■ ■ ■.. ••� ; a � I � - --- _ _- ,. = - °a ■ ■ ■ ■i ■ ■ ■ ■■ ■ ■■ ■DEL ■i ■ ■ ■ ■ ilk ■!1 ■ ■1e =1'_ =4'1.,, ■i :E�7777�77� ;i. i IS -E� EEe ii �_� • a� �. -11�� : _iS�E■ _ _ , • \7� \ \ \Z• i ■■ ■ ■ ■ ■i�`�:�� _� �:• _ _ `;_:�: ■ ■:■ ■■ ■MOB :g: s_ ::_: -„�! so _ EE�E�E - - - - ..�_- vie :� ��- ! 1� on i■ i■ '' ■ ■ ■ ■ EEEREE N � ■ ■ ■ ■■ ■■ ■ ■ ■ ■�s�i�■ � ��_ ��m_� � 77C ' �� ■!�_i� ■i■■ ■ ■■ ■ ■E Its i_ �_ �ri,• __�a�EEER -- - , �' ' - �i>.�'r.E�,■ 1!E _ -.___ .,�_- a._ _� — zF ■ ■ = _ ■ .. ^! #■ 1�1 ■!= ski ► ■!_ �c3i ■ , _�€ M---- _�■ ■,: ■ ==% =T I EEE' ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■_ s3�1 ■_ - i.�� ■s. ■_ .: �►.� j 1 Ill Me I i •_ ` °_ '►GIs ■ ■'�li'�ir4�� ■ ■ ■ ■ ■�;ii ■■ i ■■ ■ _ N _ ■ ■■ ■ii ■ _ _'` ■ ■ ■■ ■ri ■ ■ ■ ■■■k.■ ��1 ■ FFr■ Tri—r �' -r T Ttr:'� i r ! �'!!lt�ti�� ■ ■l ...; ■ ■ ■�i�. Ef�,i s.: r ■ ::: : : O �_` - �I i �-'■ ■ ��®I��10 VEE • , E - y -� ■ ■■ ■ ■ ■ ■ ■■ _ = � ! � ?.� •;�� ■■ ■ ■ ■ ■ ■ ■ ■■ � � _ ■ ■ ■■ ■ ■ ■� ■�!liii�F� ■ ■ ■ ■■ +�_— ai�� aF*.z� c��■ ■ ■ ■i11i■il \n!�'!�"Q !! ! MEMO ■iiii■ ■�: AIL Illi�1 ■_ 1■ ■■■ ■ ■ ■ ■! ■!__ - �i■ ■ ■ ■■■ ■ii IF �:: ■i ■�F ■ ■ ■ ■ ■■ : r.- es r ■ ■■ :; ■ice■ ■ ■ ■ ■ ■ ■■■ ■■ i ■■ ,l 10361 1 � ? !!its ■ ■■ ■ ■ ■ ■ ■ ■■Y ■ ■i■i ■■ ■ • 0 ME soon i ■ ■ i ■ ■ ! 1■ ■ _ . ■iil� ■■■■ ■ ■ ■ ■■ ■ ■ ■rU R �■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ i ■ ■ ■ ■■ i ■ i EISEN _�__.�._, ! ■�iE ■ _ �#E�EEE7:EE s�� : ■ ■■ ■■■ ■ ■ ■ ■1��1�a..? -': c Ie t�'�..' mom M 0 mom NONE! ...._ ..,. 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IME MOMMIN 0 . _ •e ME MEE mom 1 1 ommm�= IN 0 1 ■■ RISE ■■■■: 1■ ■:tee ■ ■■■■ iiOlRI i22M � ' ■ =i a:_." "rte ■ ®rm .. C fii' PR _ . •• .14 MES' - •F :a �!. ■ rte.... ME �..'_�_....... _ ■___'_iii_ ■ ■_�i�i� _ — _ ..� _ i : _ -.: AN i OEM ® sus ■ = —= _ —_ _ -.... ..�. --� � — - - - -�"t _ . e� s s__ s s s s s 'N AM ME '/i . i _ �,.• .mow.. :: .. S.i - • -- •�i�� ®i�� '.'�i� ■ ] v■ �•�' =r.. ®� isa'�i_ i • L i . . -� Lo ■ �� _ � . � iii ■■ ■ -: ■� , _ � MENEM ON El 1 1 Ass MES ME M E "w *A . 1 S ■ ME MENOMONE 0 0 W�■�' :�■ ■ ■■ ■ s ! � ■■ ;; ■ ■ a w e . ! - ! IMEMMMI WINNOW IM I MEMMIS NINE EMEEMEMI owl. 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T I - i tam � r �� T . _ � N �� f.T r r j ► ■ tS 1.7 y: t�1a6:�; ■ ■1►.�:;:.- icCJo" .i �� _ �mQfddM■Mw � �dmgdd idEMEM ■■ ■i'�■�J ■■■■■ ■ ■■ ■■■■■■■iii ■�:::. ■ ■ ■ ■ ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■i ■ ■■ ■�li ■� ■N Ni ■� ■■ ■■■■ ■ ■!""� ■ ■!! ■ ■ ■ ■ ■■ ■ ■ ■�i;N ■■ °i■ � = ..�r ® ■® r MEMME■ E HEMEM ■ ®■ ■ ® ■!!� i■ ■■■ ■N NO i■ ■ ■ ■■ UMMENE■■■EM ■ ■ ■ ■■■ ■ ■ ■■ ��ii ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■ ■ USEME ■ ■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■ ■ ■ ■■ ■iii ■ ■ ■ ■■E■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■! ■■ ■ ■■ ■ ■ ■■■■■■ ■ ■ ■M ■■ ■ ■ ■ ■ ■ ■ ■i ■� ■ ■ ■ N ■ ■ ■ ■ ■i ■■ ■■■■■■■■■i■■■■■■ ■iii■■■■i■■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■■ ■■■■■■■■■■■ ■■ ■ ■iii■■i ■�`= ■ ■ ■ ■i ■ ■ ■i ■■ ■iii ■ ■ ■ ■iiiMOO ■ ■ ■ ■ ■ ■■ ■iii ■ ® ■ ■ ■■ Im IEE O■■■■■ ■■Ei■ ■ ■■ ■■EM ■MIME■ ■ ■ M■i!■■M ■MEM ■■ ■M ■ OO ■ ■ ■■ mom N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E i■ ■! ■IO ■MM ■ ■ ■■ EME ■E ■ ■ ■ ■EE ■ M■ iii■■■■■ E ■■E■OM ■■ME ■ ■ ■ ■ ■ ■ ■ ■O ■ ■ ■ ■O ■ ■ ■ ■ ■■ _;= _ ';■ � �:��: ? 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M IEN ■ ■ ■ ■N ■:: ■Oi ■ ■ ■ ■ ■■ ■ M■■■E■EMN ■ ■M■ ■ M■■■■ ■■M ■■EM■ ■ ■ ■ ■E� ■ ■■■ ■ ■ ■M■MM■ ■M M!N■ MEMO IOO ■ ■ ■ME ■EM NONE OO ■EN■E rr. =t ■ ■E ■O■ ■ ■■■ NONE ■ MO ■MEMEOO ■ ■■ ■ OO■■■ E■■■■ EM■■ M ■■!■ ■�MOMM ■ ■ ■ ■ ■ ■ ■ ■E■M■M ■M ■ ■ ■ ■ ■ i ■■!■■ ■E ■ ■O■ ■ ■ii ■, SEMI soon 1 -m-Imbo0w &W M■■ O■■!■■■ ON■■■ O■ ■ ■ ■O ■O ■ ■ ■ ■��.��lM ■ ■O ■iEEO ■MOO ■ ■ ■ ■ ■O ■ ■■ ■MOO,!! ■lEOO ■NM ■ ■ ■ ■■■■ !■M O■■■■■■■■■■■■■■■■■■ NO ■�OOO ■MOO■■■■ 1 ' s r • ®1l�s I ��s� —= •.�. dwmmmmm _? �`;, Mtn ► i, : ��►�� ai ♦ - ��i� ,� =�:e�lFa•�� .:a.e� ®tee�►'�C =1'A MIW.7•_ o b • u How — 11 mw 110 • / I / - I I -- r • • • - 25T'A 1AW MORE .1 Kali Vol MM NONE UNA SEEM