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1989-9277 R (Plans) WORK TO BE DONE : 95Y906L_Wills IMPROVEMENTS CONSIST OF THE FOLLOWING WORN: TO BE DONE SEWER NOTES ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY WATER NOTES BtYt! LATERAL TABL! DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS, AND 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF. 1. ALL WORK SHALL BE IN ACCORDANCE WITH TILE LEUCADIA COUNTY SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 1. WATER MAINS, LATERALS AND APPURTANCES SHALL BE CONSTRUCTED LOT I.l. I. S. STANDARD REFERENCE DRAWINGS. WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. AC:CORDIN13 TO THE STANDARD SPECIFICATIONS OF THE SAN DIKWITO NO. AT MAIN AT P.L. T.C. D L 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR WATER DISTRICT. THE CONTRACTOR SHALL AND HERESY DOES 1 302.90 304.24 309.74 5.70 30 OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. TO ANY CONSTRUCTION. OF ACCEPTANCE. 3 284.44 301.51 306.81 5.50 30 GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE 2 302.97 303.62 308.91 5.54 30 LE 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. THE CONTRACTOR MUST SEC APPROVAL FROM THE L.C.W.D. 4 284.70 298.35 303.65 5.50 30 URE CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE INSPECTOR PRIOR TO SACKFIL OVER ANY SEWER 'Y'S. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS S 285.89 297.14 302.44 5.S0 30 ITEM STD. DWG,* SYM BOL PROJECT BOUNDARY. WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVI810N OF SAN 6 285.29 293.42 298.72 5.50 30 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF. DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST 7 285.37 292.21 297.51 5.50 30 SUBDIVISION BOUNDARY 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT 8 285.72 288.75 294.05 5.50 43 SHALL BE CONSTRUCT_D, CONNECTED AND TESTED PRIOR TO THE SPECIFICATIONS. ALL ARRANGEMENTS FOR HIGH- LINING, TEMPORARY SERVICES, ETC., 9 285.85 288.28 293.58 5.50 48 EASEMENT LINES CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 5. NO REVISIONS SHALL SE MADE TO THESE PLANS WITHOUT THE PRIOR TO SHUTDOWN. 10 285.91 287.60 292.90 5.50 36 APPROVAL OF THE L.C.W.D. ENGINEER. 11 285.91 286.92 292.22 5.50 28 LOT LINES 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 12 285.91 286.10 291.40 5.50 28 FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF PROFILE, TOP OF PIPE PROFILE 18 48 INCHES BELOW CENTER LINE 13 285.88 286.55 291.85 5.50 41 A.C. PAVING Ils BASE L� THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A FINISH GRADE OF STREET. ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE 14 285.85 286.75 292.05 5.50 49 PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE 4, ALL SERVICES TO BE CONSTRUCTED CLE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY OR STRUCTURE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN AR OF DRIVEWAYS. 16 285.44 290.65 296.73 6 30 15 286.65 285.64 294.55 6 33 P.C.C. CURB & GUTTER 0 -2 17 285.03 294.87 300.95 6 30 P.C. C. DRIVEWAY G - 14 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT THE LIMITS OF THIS PROJECT. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND 18 284.33 300.21 305.51 S.5 30 SHOWN ON THESE PLANS. METER BOX FOR EACH NSTRUCTION RESIDENTIAL LOT. 19 283.69 296.94 302.29 5.5 30 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER P.C.C. SIDEWALK O -7 CO 20 283.57 295.85 301.15 5.5 30 OF ALL OTHER UTILITIE2 AS SPECIFIED IN L.C.W.D. SEWER 6. CONTRACTORS SHALL ACQUIRE TRENCHING PERMIT FROM THE 21 281.85 287.15 2!2.45 5.5 30 P.C.C. PEDESTRIAN RAMP 0 -27 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY SPECIFICATIONS. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 22 278.87 283.17 288.47 5.5 30 WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOUR IN ADVANCE OF 23 278.11 282.02 287.32 5.5 30 STREET LIGHTS 90 W LPS E - 6 2 WORK . CONTRACTOR WILL MAKE 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURS, IF NO 24 275.72 278.57 283.87 5.5 30 EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND BEGINNING WORK 80 THAT INSPECTION CAN BE PROVIDED. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURS WHERE SIDEWALK 25 274.15 277.52 282.82 5.5 45 STREET NAME SIGN DS -13 T FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT WILL BE CONSTRUCTED. 26 273.71 276.86 282.16 S.6 39 REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 9 • ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 4• -INCH 27 273,48 276.28 281.58 5.5 24 STOP SIGN R -1 • ACTUAL LOCATION OF EXISTING FACILITIES. MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 8. PROVIDE AIP RELEASE ASSEMBLIES AT ALL HIGH POIPJTS IN WATER 28 273.24 275.98 281.38 5.5 75 7, THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO OAS i ELECTRIC MAIN. 29 273.44 276.26 281.06 6 22 EXISTING CURB & GUTTER 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A 30 273.46 275.30 261.10 6 44 COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND MINIMUM GRADE OF 2.0X WITH A MINIMUM DROP OF 0.3 FEET, AND 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF 31 273.94 275.32 261.12 6 57 CENTERLINE MONUMENT M - p SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. AN INVERT DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB AT ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CYTY RIGHTS -OF- 32 274.62 276.46 282.26 6 39 yQ1IQE1 ALL ELECTRICAL AND OAS SERVICES WITHIN THIS CURB LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. WAY. 33 277.01 279.91 285.71 6 30 34 287.76 281.06 286.86 6 30 PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE 35 280.15 284.51 290.31 6 30 LOCATION OF ELECTRICAL CABLES AND GAS PIPING 11. STANDARD SPCIFICATION8 OF L.C.W.D. FOR SEWER CONSTRUCTION. WATER LINES ARE INSTALLED WITHIN EXI8TIN8 COUNTY RIMHTt-0E- 36 280.91 285.66 291.46 6 30 AND APPURTENANCES, CONTACT SAN DIEGO GAS & ARE AVAILABLE AT THE DISTRICT OFFICE. WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND 37 282.12 287.76 293.56 6 37 ELECTRIC COMPANY, TEL.: 800- 422 -4133 THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE 38 282.85 288.37 295.17 6 28 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL SE AT THE WATER LINES ARE ACCEPTED AND A COPY BENT TO THE SAN DIESUITO 39 282.85 288.41 294.21 6 32 8" P.V.C. SEWER MAIN S -12 & 15 5 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE EXPENSE OF THE CONTRACTOR. WATER DISTRICT OFFICE. 40 282.47 289.56 298.36 6 37 COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 41 283.2! 292.67 298.47 6 30 4" P.V.C. SEWER LATERAL S -13 SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 13. JOB MIXING OF CONCRETE WILL NOT SE ALLOWED WITHOUT THE 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 42 283.54 295.04 300.84 6 30 NQTIM ALL TELEPHONE PERMISSION OF THE DISTRICT. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 43 284.66 296.19 301.99 6 30 SEWER CLEAN OUT S -3 �- SERVICES WITHIN THIS PROJECT DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 44 284.03 299.67 305.47 6 30 BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK SEDDIMG, SEWER MANHOLE S -4 �� LOCATIONS OF CABLES AND APPURTENANCES, SHOWN ON L.C.W.D. STANDARD DRAWING 5 -12. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INMECTION CONTACT THE PACIFIC TELEPHONE COMPANY, DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE TEL.: 800- 422 -4133 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEET8. FOR INSPECTION OF PROJECT. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO I - CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 13. FILL AREAS MUST BE COMPACTED TO 90X, PRIOR TO PIPE IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL SE INSTALLATION. SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A 8" P.V.C. CLASS 150 W -31 & 33 �W BACKFILL WAS COMPACTED AS DIRECTED BY THE BOILS ENSINSER IN REPRESENTATIVE AS TO THE ACCURACY OF THE LOCATION OF, OR THE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND MSEHISR0181D UTILITY, PIPE 1• WATER SERVICE P -2 APPURTENANCES, CONTACT T.M. CABLEVISION, TEL.: 438 -3893 EXISTENCE OR NON- EXISTENCE OF, ANY l DISTRICT SPECIFICATIONS. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. (FoRu e5 2U2 OR EOuAL) 8 " -8 ".8' TEE I 8" GATE VALVE W -20 • 11. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 17. SEWER LATERAL TABLE IS SHOWN AT RIGHT. 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN , I.E., ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION OR 1" AIR VALVE P - 10 18. THE CONTRACTOR SHALL CONFORM TO LAS HO WING T CODE SECTION 5205 WITHIN 10 FEET OF PROPOSED WAT91% MAINS SHALL BE SHOW ON -0 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS SMALL HTHE DESIGN OF BE SHOWN ON THE L BY SUBMITTING A DETAILED PLAN S B SHORING, 9RACIN8, SLOPING OR OTHER PROVISIONS TO SE IMPROVEMENT PLANS. ELECTRICAL AAO SEWER TO CROSS UNIM 2" BLOW OFF P -4 O BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIG HT - OF - WAY, MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER COUNTY OF SAN DIEGO. EGO. WITHIN EASEMENTS DEDICATED TO THE GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DISTRICT. FIRE HYDRANT ASSEMBLY P- ICOIMIERCIAL) eo0 COUNTY DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 16. WATER CONNECTIONS TO COMMERCIAL D[VELOPMENTB SHALL HA VE BE PREPARED FOR ALL TRENCHES FIVE FEET OR R[ NO IN DEPTH /t APPROVED BACKFLOW DEVICE INSTALLED TO THE DISMI A AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. 1F THE SATISFACTION. SACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY PLAN VARIES FROM THE SHORING SYSTEM STANDARDS, OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER ESTABLISHED BY THE CONSTRUCTION SAFETY - ORDERS, THE PLAN DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL OF BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. ENGINEER AT THE CONTRACTOR'S EXPENSE. 17 MINIMUM HORIZONTAL SEPARATION OF 10' RSOUIRSD BRTVSRN 18" RCP D -so FIR! HYDRANTS AND S.D.O.& 1. VAULTS. CURB INLET D -2 18 UTILITIES TO MAINTAIN MINIMUM S' SEPARATION VHRN BROW DITCH D -75 L� PARALLELING VATRR SRRVICRS. 60 R /W 19 CONTRACTOR & DRVRLOPRR I8 RRSPOMSIRLR TO RSLOCATR ANY EXISTING CLEAN OUT , N BOXRSIRTC�� FACILITY . TS HAARIRFFRCTRDBY ITS PROJECT. VALVE 1 20 CONTRACTOR TO SUPPLY DOCUMENTATION SHOVINO TWA? ANY 1 CURS a4 I IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO ASBESTOS VATRR PIPES RRMOVRD FROM T" GROUND Mg I THESE PLANS. GUT DISPOSED OF IN A MANNER ACCSP NR TABLR SY T SAN DISCO � TER I IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE COUNTY VASTI DIVISION. 4 "AC,l6•CLASS Ir SIDCWALK A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS AaMI "'TYPI A SE TI N WORKS D DETERMINES T ARE E NECESSARY H AND DESIRABLE THE PROPER LEG DESCRIPTION SE CORNER HE 1 /4, HE 1 /4, SE 1 /4, SEC 14, T13S, F COMPLETION OF THE IMPROVEMENTS. P.kvl 134 R 4 W,SBBM H AL I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN Q�SiLARAjjQI� _QF_��,�PQ1��1���_Q,HARQ� AP.N. 259 - 550 -07 ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 1 2 3 4 5 6 7 8 9 10 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK 'FOR THIS Shoot 2 < PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING ROJECT. T. THAT I HAVE EXERCISED RESPONSIBLE CNARCE OVER THE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK G DAY UNTIL DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE BUSINESS �_ II ,� ,., ENCIN BLVD. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH B 2 4 LEGEND ° 4 p CURRENT STANDARDS. -_ ? T A R G E T 9 /UG7LW /,ONES i s CE NTE R w.,pf/ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND'SPECIFI- 4 15 14 13 SUBDIVISION BOUNDARY SITE OWNER: �/ P PHONE y/41 -�57 ss /� CATIONS BY THE C I TY OF ENCINITAS I S CONF 1 NEO TO A REV 1 EW ONLY LOT LINES c ,, 4 0 ��EE ADDRESS: J AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- 1 EASEMENT LINES W 1 ' E A R T R E EE E CTT Q70�/gq 5 � . � � - � � Mes1� � I Z L Z . 6 B I L I T I E S FOR PROJECT DESIGN. ' 41 21 7 LOT NUMBERS 1 W ASSESSORS' S PARCEL NO. 251- 6,SQ _ 07 -_ QROFESS/ -- - -___- _ q © _ -- ff � �� Gt) o�i✓" O✓�'`'o DATE_ O 9° 4 8 SEWER LINES s • -- ---- - - --- -- MAN HOLES y NE A. P F Sheet 3 29 WATERLINES w 3 31 FIRE HYDRANT v ` Q 0 � - STORM D�tAI N -iD- -- A S B U I L T l 3 0 LEUCADIA COUNTY WATER DISTRICT STREET LIGHT x VICNO S LE MAP p No. 29577 PASCOENGINEERING STREET NAME SIGN • (sol 33s -3313 Cffl= DI A \) '! C /V1\. 335 H0. H16HW 101 OF CAl \� w � j� �5,� s0LAMSCACH.CA9 o s N Scale: I" - 200' eIGNATURE DATE WAYS PASCO R.CE.29577 -DATE REVISIONS APPROVED DATE REFERENCES DATE WCH MAW SCALE SAN DIEGUITO WATER DISTRICT X E XP. 3 -31 -95 ll sssss� W APPMVALS MTAB PUBLIC WORKS DEPARTMENT DRAWING N0. REVISE WATER LOOP& OC Ie3 I"a ADD DRIVEWAY LOCATIONS to M DESCRIPTI STREET MON(RIENT STAMPED CITY OF ENCN� PLANS PREPARED UNDER SUPERVISION OF APP E ( LATERALS �� LOCATH M [N EL CAMIIO REAL C STA. E63 HORIZONTAL N/A DATE dy e 8Y TM 89- 033 REVISE HORIZON DRIVE 30.94 SC 0.5 MILES SOUTH OF CIMTAS SLVD C U RB I N L ET R[comm FROM cO1 m of EYI =Go VERTICAL CON VERTICAL N /A A �+- -� `�'° R.C.E. NO.: 29577 ■ AS BUILT TROL � � -� -- z -� ' Dom ►�9n TM 89 033 9277 R ELEVATMM 11 DATUM, U.S.G.S. SIGNATURE DATE ENGINEER i - 7 EXP. 3-31-91 R.C.E. 2Z� WORK PROJECT N0. SHEET 1 OF 4 PE 331 1 • .� • 4.�/�• • - .� • n _ 41041. r t t •113 + 10 c a a a L110 a U10 (.1/0 ,o 'b d 0 / 1% • jai /• -295 293- -293 GP \ maw mp cow W < < < 4 ~ \ VERT. T- 4' t•oa.atr' � t t \ w C L 10 \ ut, - - c� 306- i r ` \ 10 ,•;• - 9 4 i SCALES HORIZ. 1'-40' �\ \ V E RT T • 4 �am ,� srarA/w�r ✓c. P 4104% cnr�w aaasc t - \ TAi!1K.7 11664.119 .r Co. \ 1 4 V� P SCALES"= 40' � \ VERT. 1'- 4 _ . - ccp attx 4 5 6 7 8 9 10 11 12 13 �? 6 O j CONSTRUCTION Nc)TES Ol CONSTRUCT CONCRETE SIDEWALK PER SAN DIEGO ail 91 COUNTY STANDARD DWO. 0 -7.1 OVER 6" D.G. O Q BASE AND 6" CONCRETE CURB AND GUTTER PER WI 8 SAN DIEGO COUNTY STANDARD DWG. 0 -2. 0!' 5 N 19 ^I 5 O2 3" A.C. PAVEMENT OVER - 8" CLASS II 19 U 19 11 ® 4+, AGGREGATE BASE. FBATHRR TO JOIN EXISTING 6 W O 2 '' 3 4 �l 5 19 9 6 p 0 PAVEMENT FOR MOTH TRANSITION. li v F 0 C N m l 3 8 & = F $I N N I ± �I 19 Cj 1 O O WATER DISTRICT DWO. A PT! . CBOMMERCIAL BOUITO 2 OtNV N ' � 0: 416 W . N m + +N ° + I + +• I r w • $ C7 1.p ml r 419 V + n t` Q + 2 + ry + rJ r 4041 S I i o •2 y�l , N � nl O + ��? v S �\ S + CO R0-27 COUNTY OF + 10k �0I0111 �v S S TY I I 1 S S Ov i M` 13 i ; i �v O INSTALL STREET LIGHT PER COUNTY OF BAN 1" =40' DIEGO STANDARD DWG. E -1 E 2. Y 1 ST , 5 11 © INSTALL SEWER MANHOLE PER LSUCJOIA COUNTY ,5,/NNCUf ik!lv1d1' EX/!f• YMT E ?•,.. } MATER DISTRICT STANDARD WG. 8 -4. INSTALL P.V.C. SEWBRLINB PER LBUCADIA 9 4 Z COUNTY WATER DISTRICT STANDARD DWG. S -12 nnnnin Winn 1 .... THROUGH 8-15. 4 I I r1 x TYR 1 an w 8 INSTALL CENTERLINE MONUMENT PER SAN DIEGO Ex1sT. I 1 41ac.Ar. i + 734 1 � '� ' TY� a/w O COUNTY STANDARD DWO. M -10. H. �� I OtS�.$�- - -- � f 4 I 4 1 I 0 ZQ R W j \ L•5' Z Q 0 0 3 ti �r� �? I �r � + v N �i tv N !O INSTALL I GATE VALVE. WITH MECHANICAL JOINT o 17 6 c1 u3 Y I \ 0 of U O d�I + ' 13 OR DISTRICT APPROVED PUSH ON JOINTS. �� �I OI PI I 19 O tr ` a n > OO CONSTRUCT CUR BAN DIEGO COUNTY W + x � - 4 4 �� 9 1 WI 18 17 16 o � , m S ti �� \ \ a m STANDARD DWG. D-2. L -! � h V�W 8 O O INSTALL 2" BLOWOFF PER BAN DIBGUITO WArn 12 108 8 \ 1 15 a; N DISTRICT STANDARD DWO. P -4. CURB DATA o 14 13 `�; \\ 12 INSTALL 1" AIR VENT PER SAN DIBGUITO NO. OR BEARING RADIUS LENGTH NO O CENTERLINE DATA WATERLINE DATA 3 •� \\ WATER DISTRICT STANDARD DWG. P -10. Q Q R BEARING RAID IUS LENGTH NO Q OR BEARING RADIUS LENGTH rj �C_4 e � ti \ 17 INSTALL S" P.V.C. WATERLINE (CL 150) . 1 3 ?%' /3' /e0' /0.04' 5 1100' 17.92' 1 811 tit 13.89' r Z A/e5.11.3CG - /83. A/R3^!7'3f.•E I'J ?.00' TE 1S INSTALL 8" X 8" X 8" E AND THRUST BLOCK 3 /0 2t0' /0 LOO' A/16 "E - 34' 2 _ 1 54 PER SAN DIEGUITO WATER DISTRICT STANDARD 76.74' 35.22' ; A/Id•3T36 E - 51.09' '�"� DWO. P -11. A04•t1'o3•W _ . toa�a• A/a4•t/'o3•w - 249.93 4 /o•orsr ,as' 31.8 S �� �' 113•!0' u0 /•/I' /4•W - 4734' S A184•t,'03 "!Y - t9S.33' 16 INSTALL STREET NAME SIGN PER SAN DIEGO 6 "s so- �' /I7•G8• ® A189•t0'11 - 0.09' 6 u01*41e'/v _ 7T. t4' 991.43/. . COUNTY DWG. DS - 13. 7 /0 1410' 31.7110' TC. O7 INSTALL STOP SIGN PER CAL TRANS STANDARD C S) A/rs•33'94•E - 4.46' SEWER L14TA FMDIUS LENGTH No R -1. 43.03' No. QOR BEARI � QROFESS /p�9! z91.4afs�y 9 es•39'st" 30' Np ��Q ENE A p ® 1 e CONSTRUCT 1S" RCP PER SAN DIEGO COUNTY 10 3•ar/ :• 30' �e.77' STORM DRAIN DATA STANDARD DWG. D -60. utrr41�'sa•c - ,41r.v41• � 3P ���� �� � 11 A/S0'3!'l41f M.79' A/SO - 61.09' NO. QOR SEARING RADIUS LENGTH ac O �q1 G J 19 CONSTRUCT DRIVEWAY PER SAN DIEGO COUNTY 12 a 'n• tta 410.9' /o•or tr• 1100' 34. 99• (D A/33 _ a s0' � No. 29577 � 1• t• �, • STANDARD DWG-G-14. 13 A1I9'f0'41 1 - O. /9' o AjW 'OrW - 175.41 © /4 1130' 64F.", C 6- A S B U I L T A/s4•tl'orw - lot.39' © Af33 - 4104.30• �•!j� C /V11. ��� ,b 6 A/orle' la"w - 47.34' Of GUS 4Lt1':- U"GVnr s1721r93 WAYNE ASCO RICE 29577 DATE EXP. 3 -31 -95 ISIONS A PROVED DATE REFERENCES DATE Ep( SALE AF}'�10bALS CITY OF ENC "TAG PUBLIC WORKS DEPARTMENT DRAWING NO. STATIONING B. DRIVEWAY DESCRMTWth STREET MOI6NAENT STAMPED LOCATIONS I� I>M6 PLANS PREPARED UNDER SUPERVISION OF APPR?1 r WATE RLATE RALS ON LOTS LOCATION: EL CAMNO REAL C STA. 263 HORIZONTAL 1' -40' : � TM 89 -033 EN 9 THROUGH 13 30.04 6C 0.5 MILES SOUTH OF CNITAf BLVD. � DATE BY: ' .�: � T M 89 -0 33 9277 R R[COD FROIA: COUNTY OF SAN Or60 , 3 AS BUILT RD[ VERTICAL CONTROL VERTICAL i 4 � R.C.E. NO.: 29577 DATE: ELEVATI ash_ DATUM U.f.bf. GINEER ON, EXP. 3-31-91 R.C.E. _-2.31MAt WORK PROJECT No. SHEET 2 OF 4 PE 331 0+00-M W% MAW. Alms O+ t0 b p �p I � • E 6 op I s %N, IN >� \ 4r ro Y _ DE- SAC /ary LAN N LE H RIZ. Y 40' ~ 6 \� VERT. lam 4 r►.ac. 71 ti ti VC @ 22 4y r aeow \ Q- 7.7Cf5 / r / V =11.06 BPS 3LAMMUL IO.gpy r COA/STaucr /46.74Cf . t•tttt' L• /9l.LO' tt!!' zE.11tl.M 8"R✓.C.�1.05% 2WO n %%Wilt 01 N CTE.2G /. r 296" it -2'.99 -296 N.i L. fn + \ KNUCK I HT CURB F T Q R - E SCAL P 'S: HHOR'IE. 10-4C' SCALES HOR Z. r -40' ��� A LES HORIZ P.40' VERT. r- . � VER T- 4' VERT. 1'- 4' • .t71. d 7 8 9 10 ('[ A'XrC /A/ / *4*-/- EX/ar. 6 yI I I I I I 19 a © 26 I'L•A' 9 2 776 LA'Ea/OIEAICE �' 19 5 19 � ?, � 5 19 19 � 2 a II `V � V � 1 r 1 s.ii�7t- /ar h w N 9 a 20 21 rice.+ 2 I R� 2 22 23 24 NJ I $ �, Y �,� - , , $ Y N _ a s.. , Q _ t.ss.so -w�w� a tot c s 6 O_N j S R �v d �i 9 �+ . 5 TbEX/aTl CAE I S S ` u ,I C•25 =4 u p S N b S 6 Q I v 1 a/W �al ry 9: 9 ° 1 S v a 28 j 6 IN. I N 1EX /bT N Y.C.R av �♦ + _ - r 1 ' 00 I \ y �EeXCwre� AVE N I DA DE LOS �s. s I CLAVELES '/� 1 7 �� > /aT. 7.a'aEN p'�T• T. 6 GI/T w/ TO O �Wjr- / RAE O � UOt/a a�s/OiRMAGAC 0 0 L 29 � I � �I 44 3 ®4 + 41 © INSTALL SEWER MANHOLE PER LSUCADIA COUNTY r,;6 N 9.30 ( = n Ip v t�v WATER DISTRICT STANDARD WG. 3 -4. n � / ` ® v I 1 U h� +N w „ :I 40 39 �� 35a oa 34 33 + 3 e)N �\ \ _0 7Q INSTALL P.V.C. SEWSRLINE PER LSUCADIA .I 19 \ � COUNTY WATER DISTRICT STANDARD DWG. 8 -12 OI O v 19 19 19� + u " 1 30 §` > THROUGH 3-15. 19 HORIZON DRIVE 9 19 HORIZON DRIVE 0 INSTALL CENTERLINE MONUMENT PER SAN DIEGO co COUNTY STANDARD DWG. M -10. \ V1 O INSTALL Be GATE VALVE WITH MECHANICAL JOINT w FLANGED JOINT. u CONSTRUCT CURB INLS D TY STANDARD DWO. - .MODIFIED W/1 °OPENING INSTALL 2" BLOWOFF PER SAN DIIGUITO WATER a � �� � . ��, A:f/JT CURB DATA DISTRICT STANDARD DWG. P -4. INSTALL 1" AIR VENT PER SAN DI CENTERLINE DATA SEWER DATA I / ,�_ �� NO. G -OR BEARING RADIUS LENGTH NO EX/ar 21q•CIG! /PIt:� WATER DISTRICT STANDARD DWG. P -10. OR BEARING RADIUS LENGTH NO. p OR BEARING RADIUS LENIOTH (�� /A/aTRICG �E I IO'SsORM A6IIA✓ t A/ /•~ /4 «w - x• • • " OEAJ07CS EX /ST. • � t A✓ / /a /a w - r4i69' t A//•/s'/v "w ac IA/ / (!80.891 C k o : �- = /ate © « 2 �•O1'/4" 40 . - 10/.79 aee44 I 1 �1 INSTALL 8 P.V.C. WATERLINE (CL 150) i/.i0' N'09'/q' i0' 1l.11' 2 A/I9't7•t1•w ECT/ I•'f 047r.0 O -t /�7n 7/'76' eAr D-Ir Z7q, 7 CONSTRUCTION NOTES t4 INSTALL MECHANICAL FLANGED 90 AND THRUST A/M"t7 w _ tl7.90' 3 A/N' tTte'W Ca ab'01•AD" 10' !t om' - /�' I ".'_ I Xs ' S� Q'�t 1 CONSTRUCT CONCRETE SIDEWALK PER SAN DIEGO BLOCK PER SAN DIEGUITO WATER DISTRICT STANDARD S t•01'Afl' �, IR.I/' ER '��j'n"E - /000' 4 21 ® T COUNTY STANDARD DWG. G -7.1 OVER 6" D.G. DWG. P -11. t�90 It.9p' �' �Y /� BASS AND 6" CONCRETE CURB AND GUTTER PER 21' Ua O ` SAN DIEGO . 5. INSTALL 8" X 8" X TSE AND THRUST BLOCK 1/•�'IIO' /i. 7•/3' 11a PER SAN DIEOUITO WATER DISTRICT STANDARD 6 N' 3)D' 6 •E _ Qa.OT • ' � i COUNTY STANDARD DWG. O -2 W 7 AAt7 _ _ QaOFESS /p O 3" A.C. PAVEMENT OVER - 8" CLAMS II DWG. P -11. A/d7't /'O>rf /so.71v' �O y'!� CURB INLET DETAIL AGGREGATE BASE. FEATHER TO JOIN EXISTING 9 t/ /1'a' i0' tt.it' STORM DRAI N DATA �,� <JE A. P PAVEMENT FOR SMOOTH TRANSITION. 9 /10'10'31' 9w 13t6D t A/ai - t,a0• P 'qs+� SCALE 1 0 INSTALL STREET NAME SIGN PER RAN DIEGO t!>K' _ WATER DATA �` 0 INSTALL FIRE HYDRANT PER SAN DIEGUITO COUNTY DWO. DS -13. 1*i*' �/ �_ � ��� t u / /I' - 31179' � � � WATER DISTRICT DWO. P- 1.(COMMERCIAL) 71 A, /I /o• w - !11,55' AISWCS'Orw _ /o.as' 2 AlI,•f7'�•w - q.. a ® No• 29577 AS BU I LT O7. INSTALL STOP SION PER CAL TRANS STANDARD ' OS INSTALL STREET LIGHT PER COUNTY OF SAN R -1. A/10•!7'!I'w - DIEGO STANDARD DWG. B -1 i 2. la9.14' �! CONSTRUCT 18" RCP PER SAN DIEGO COUNTY MODIFIED CURB INLET ® wnr Rz9s77 y?� STANDARD DWG. D -60. CE EXP 3 -31 -95 19 CONSTRUCT DRIVEWAY PER SAN DIEGO COUNTY STANDARD REVISIONS APPROVED DATE REFERENCES DATE MAC( SC/LE APPF101IALS I TY OF E AS PUBLIC WORKS DEPARTMENT DRAWING N0. LOWERED SEWER I DESCRIPTION! STREET MONUMENT STAMPED DMK STAT I ON I NG & DR I VEWAY la'< Isss PLANS PREPARED UNDER SUPERVISION OF APP E TM 59 -033 LOCATIONS LOCATION: EL CAMPO REAL C STA. 263 HORIZONTAL BY: Aj 26 TROUGH 30d 37 THRU 39 RECO RDED 1" 40' DATE $ / 0 2 T RALS ON LOTS RECO M: 6C 0.6 MILES SOUTH OF ENCSNTAS BLVD. T ^ /� I'� 9277 R RDED FRO COUNTY OF SAN 000 1 4 R.C.E. N0.: 29677 : `• 3 26 VERTICAL CONTROL VERTICAL 'O AS BUILT - EL DATE: �h.2a X EVATpM 26LM14 DATUM: u.s.6.s. ENGINEER --� EXP. } -1 71-91 R.C.E. Z u1j. WORK PROJECT N SHEET 3 OF 4 PE 331 I I I - { Lp 3 i - _ i j II � • � } I • I � -- b Ao I I - -- j - -- - -- - - _ - - - - I ' - - - - - -- - - - - - -- 4 Jn - - _ -- - - -- — - - - Q A11,10 1 I I } / ST (2145 w w y� C lC G I i ( V I 1 i � , - -- - I - - - -- - - - - - - 4 T T 5 Pei 5 om I V SID X � - — — i I o n I I I i ! , r - -- -- - - LE SH It. j VERT � , 4 Z 3 . O 2 o W N : V 6 +56.44-H0Z1 De. ` _' d _ / +00 WATi5R41�1/E 1 = t Y STLIT /Cal/ 144 ` m 8 N lV 9 : �1 l 4 19 �2 • n x L9\ , a l0 0 t , xyti IL /F Paa a\ 19 ,d IO 1 .13. .� VA 0 �9 � ' I 64SdHCAIT / / 19 N Q i 8C, i 7 w s > 0 O 9 14MITbc1- e'swTE MLLE WINO MICE WICA!L �y /� I s a e / s, u .AO NTS o[ 0197mi .T 4wmoVGO Pusm CIU s Q 3 1A1ar4(-L 6' PVC. 444rG[c/AAtr !a 190) . 12 1AISM44 ImglAr WAIT /YL aWDAC!Of//RO Wre& O✓WJTR/CT M4410440 OHM. 0 -b. SUBDIVISION BOUNDARY 00FESS 9 WATERLINE DATA E pqS, Fy6' NO &OR REARING RADIUS LENGTH AS BUILT 8 - llA.l!' No. 29577 2 A/QD'N' k 3 A/36"31'M - 144.61' Jl9� C! V l Of CAt�E� WAYNE JA RICE 29577 ' DATE EXP 3 -31 -95 VISIONS APPROVED DATE REFERENCES DATE �qp( SCALE APPWVAL8 CITY OF ENCINITA8 PUBLIC WORKS DEPARTMENT DRAWING NO. Y I DRAWN AY CH n my 2 STATIONING 1S, DRIVEWAY T OpC11rNN6 STREET MONUMENT STAMKD LOCATIONS PLANS PREPARED UNDER SUPERVISION OF APPR E TM 89 -033 3 AS BUILT 2 VISE WATERLOOP 30.94 f C 08 MILES MI $ HELL C iTA_ 2113 HORIZONTAL 1* DATE : _ �90 B Y: 9277 R 3O•M C SOUTH of ENCMTAf BLVD. T M 89 -033 RECORDED FROM GI TT E COlrrtr of SAN dEHO 1 " 4' L✓�- "RO�iv�w R.C.E. NO.: 25377 VERTICAL CONTR VERTICAL ELEVATION, fat Rs� DATUIIl U.S.&L ENGINEER DATE: � R 20 19°10 EXP. 3-3 }91 R.C.E. 'Lg WORK PROJECT NO. SHEET 4 OF 4 X'P 331