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2004-9262 I (Plans)IMPROVEMENT PLAN -840 BRA GENERAL NOTES WATER NOTES (SAN DEGUITO WATER DISTRICT) G -2 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED PROPOSED SAWCUT AND REMOVE EXISTING AC — ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE PROPOSED PAVEMENT GRINDING AND OVERLAY ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER O5 INSTALL 4" AC PAVEMENT OVER 9" CLASS II AB STREET RIGHT —OF —WAY. © AGENCIES STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND G -14A 0 PROPOSED RELOCATED POWER POLE EXISTING HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER PROPOSED RELOCATED FIRE HYDRANT 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY PROPOSED I" WATER SERVICE (CATHODIC) THE DATE OF ACCEPTANCE. 10 PROPOSED 4" SEWER LATERAL OF ENCINITAS PUBLIC ROAD STANDARDS. 11 PROPOSED TRENCH RESURFACING G -24 "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL CONSTRUCTION. (PUBLIC) BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT THE DEVELOPER. CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT —OF —WAY GRADE OF STREET. SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO q, ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND BOX FOR EACH RESIDENTIAL LOT. FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT WILL BE CONSTRUCTED. SHOWN ON THESE PLANS. B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK MAIN. TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR g CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT RIGHTS —OF —WAY. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE ACTUAL LOCATION OF EXISTING FACILITIES. WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS —OF —WAY, CITY OF ENCINITAS RIGHTS —OF —WAY, PRIVATE EASEMENTS, AND THE 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER AND SHALL COORDINATE HIS WORK WITH COMPANY DISTRICT OFFICE. REPRESENTATIVES. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE NOTICE.' ALL ELECTRIC AND GAS SERVICES WITHIN PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER THIS PROJECT ARE "UNDERGROUND AGENCIES STANDARDS COMMITTEE (WASC) SPECIFICATIONS. INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION APPURTENANCES, CALL S.D.G.& E. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE TELEPHONE. 1 800 422 -4133 (DIG ALERT) FOR INSPECTION OF PROJECT. B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE INSTALLATION. HIS WORK WITH COMPANY REPRESENTATIVES. 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A NOTICE. ALL TELEPHONE SERVICES WITHIN THIS REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE PROJECT BOUNDARY ARE "UNDERGROUND EXISTENCE OR NON— EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR INSTALLATIONS ". FOR LOCATION OF STRUCTURE WITHIN THE LIMITS OF PROJECT. CABLES AND APPURTENANCES CONTACT 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE PACIFIC BELL. TELEPHONE: 1 800 422 -4133 (DIG ALERT) CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. 10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPROVED BAC. BAC DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. ACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY APPURTENANCES CONTACT.' TELEPHONE' 1- 800 - 422 -4133 OUTSIDE CITY OR COUNTY RIGHT —OF —WAY OR OUTSIDE WATER DISTRICT 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW SHOWN ON THE "AS— BUILT" IMPROVEMENT DRAWINGS. ALL DEVICE ARE RESPONSIBILITY OF OWNER. SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT —OF— 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO ENCINITAS. MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 12 _ NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE THAT ARE AFFECTED BY THIS PROJECT. CITY ENGINEER PRIOR TO MAKING CHANGES IN THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS FIELD. WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE REFLECTIVE FACE OR EQUIVALENT. 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED 15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 —FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY FEET TO 270 FEET. USE 19 —FOOT PLAIN END PIPE LENGTHS WITH DEFECTION GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 —FOOT PLAIN END PIPE - HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 17 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW 9 —FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. REPRESENTATIVE. 18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION 21. THE SUBJECT PROPERTY IS CURENTLY SERVED BY A 2" WATER ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY 19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIEGUITO 20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE— ESTABLISHED LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. EXISTING 6' SDG &E EASEMENT. AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 22, ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL PROPOSED 6' UTILITY AND - SURVEYOR. WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. ACCESS GRANTEDITO 21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W, RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE AS — 9"%L--r CURB. - 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. By 21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD ?abl a'C? IZ 31 a3 DATE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), PARKS RECREATION A THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO APPROVED REGIONAL STANDARD DRAWINGS (LATEST EDITION). ? THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY BY: __ -- OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO A TE: LQ� CONSTRUCTION. (PRIVATE) ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PUBLIC WORKS DEPARTMENT mow.. APPROVE APPOO APPROVE BY:_ lG BY. BY: � DATE: 8• 9_05 DAT DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS m APPROVED DATE REFERENCES DATE BENCHMARK v I L--r CITY OF ENCINITAS HORIZ. & VERT. CONTROL PT. "P2 ", FOUND P.K. NAIL IN AERIAL PANEL, REQUEZA ST. WEST OF I -5 BRIDGE, EL = 174.36 AMSL. LEGEND: NO. ITEM & STD. DWG SDRSD LOT LINE INSTALL CURB & GUTTER G -2 EXISTING INSTALL CONTIGUOUS SIDEWALK G -7 O3 PROPOSED SAWCUT AND REMOVE EXISTING AC — O4 PROPOSED PAVEMENT GRINDING AND OVERLAY — O5 INSTALL 4" AC PAVEMENT OVER 9" CLASS II AB N/A © INSTALL PCC DRIVEWAY APRON G -14A 0 PROPOSED RELOCATED POWER POLE EXISTING ® PROPOSED RELOCATED FIRE HYDRANT WF -01 O9 PROPOSED I" WATER SERVICE (CATHODIC) WS -01 10 PROPOSED 4" SEWER LATERAL S -13 11 PROPOSED TRENCH RESURFACING G -24 LOT LINE DEDICATION LINE EXISTING CONTOURS EXISTING RIGHT OF WAY CENTERLINE PROPOSED GRIND LIMIT LINE PROPOSED SAWCUT LINE EXISTING SEWER EXISTING WATER EXISTING TELEPHONE EXISTING GAS EXISTING EDGE OF PAVEMENT EXISTING WATER METER EXISTING SEWER MANHOLE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING EARTHEN DITCH STATEMENT OF ENGINEER OF WORK O D04 k0k0A.) 392 LF 1,960 SF 425 LF 784 SF 6,100 SF 4 EA 1 EA 2 EA 0 7 EA 4 EA 50 LF NMI THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGI SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT TH PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATI REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY TH ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS 0 AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FO OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO IND AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLI ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEE WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISI THE WORK PERFORMED BY THE ENGINEER. BY. W AAC16 WAYNE PA Yk DATE RCE No. 29577 PASCO ENGINEERING INC. 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 PE 1006 1 6' c? T cG No. 29577 Exp. 03/31/0 CENTERLINE AND EXISTING P/L PROPERTY LINE AT BRACERO ROAD --EXISTING EDGE OF PAVEMENT WORK IS HECK OR ENTITY CITY OF DESIGN, THE PLANS 0ill 5' 1 15' 315' 4' SAWCUT 2' �`— EXISTING ' PAVEMENT ' 2% i 2 % -5 %MAX 77 F------ --------GRIND LIMIT LINE VT ACTS, ACTING OUT OF EXISTING P /L-----1 WATER METER ' - -- REMOVE AND REPLACE EXISTING ROADWAY W/ BOX TYPICAL MIN. 4" AC OVER 6" CLASS II AB, TI =6.5, TO THE SATISFACTION OF THE CITY ENGINEER PROPOSED CURB GUTTER & SIDEWALK PER SDRSD G -2 & G -7 DETAIL A: TYPICAL SECTION BRACERO ROAD PLANNING & BUILDING NOT TO SCALE Jkm REVIEWED 6Y' PLANS PREPARED UNDER THE SUPERVISION RECO�jMEND� BYPRO F,_._- HORIZONAL NIA �DYrti..c� /� V DATE$ aS BY: 66�LLLJJ.��...��,,C R . C . E . NO . 29577 DATE: _ !�3o�,r DATE,: /.2 -111' VERTICAL N/A ATE AYNE PASCO EXP. 03/31/07 r;y &i 1� EXISTING EDGE OF PAVEMENT WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE DRAWINGS. S.D.C. = SAN DIEGO COUNTY S.D.W.D. = SAN DIGGUITO WATER DISTRICT S.D.P. = SAN DIEGO PRECAST S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS LEGAL DESCRIPTION A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 13, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA , ACCORDING TO THE OFFICIAL PLAT THEREOF,' TOGETHER WITH A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A.P.N.: 258 - 370 -52 SITE ADDRESS ENCINTAS CA. 92024 OWNER/PERMITTEE ENCINITAS 8RACERO VENTURES, LLC CIO CURTIS DEVELOPMENT CORPORATION ATTN.' JAMES BASIGER 40925 COUNTY CENTER DRIVE, SUITE 100 TEMECULA, CA 92591 (951) 296 -1101 OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT —OF —WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL ENCIVITAS BRACERO VEN PROPOSED OFF —SITE STORMDRAI LLC MELBA ROAD KEYMAP NOT TO SCALE a C i of DATE VICINITY MAP (T. B. #1147 —E7) NTS CITY OF ENCINITAS ENGINEERING DEPARTh PLANS FOR THE IMPROVEMENT OF: PLANNING CASE NO: 03 -018 EIA APN: 258- 370 -52 9262-1 SHEET 1 OF 4 d J -J <n .a WR N Q U „o N "3f S® Z SLOW ma GRAPHIC SCALE 1 " =20' Lu 20 40 60 ca Ln CONSTRUCT 8' LONG 6" AC BERM AS NECESSARY cr TO KEEP DRAINAGE IN BPACEPO ROAD FLOWLINE U Cc a:" u') EXISTING SANITARY C0 �D C u", LO SEWER MANHOLE + PIM=290.66' Z LO 0) 0) INV=280.92' -J� Q) pNN Lu U ro Lu 20' OWNED BY SAN DIEGUITO WATER EXISTING EDGE DISTRICT OF PAVEMENT EXISTING B" VCP SEWER MAIN--- 39 518-33', 5+00 215 0, 6+00 EXISTING GAS MAIN- 7 8- 3 0 - I I EXIS-fiNG_4- WATER MAID rL= 291 . J_-f P. POW EXISTING WATER METERS —___L EXISTING POWER POLE --------- EXISTING 6' SDG&E UTILITIES EASEMENT. rn PROPOSED 6' UTILITY,,," AND PEDESTRIAN ACCESS EASEMENT GRANTED TO THE,,ZITY. REC. 12126153- DOC. BOOK 5,095 P 354 O.P. i cf) PIL PPOYED CURB (j) TT I AND G ER PEP cc cn cc j Jcr ._1 -1 - SDRSD G-2 S EXISTING FIRE= 00 HYDRANT TO BE(�8) RELOCATED OUT OF SIDEWALK PER FOYAOLT, + q r nrr 4 Ln WASC WF-01 WA'FVjk. ST + + SEE SEPARATE PLAN FOR ON-SITE GRADING DWG #9262-G PIL I AS °_5u 1 L--• I 51: U ,�,j L--� 4•U•14 A"1181st we I&SI•Is v ^Ir E REVISIONS APPROVED DATE. PFFr,-RFNCES DATE BENCE MARK .5-- BUIL--r Io 1 CITY OF ENCINITAS HOPIZ. & VERT. CONTROL PT. "P2", FOUND P.K. NAIL IN AERIAL PANEL, PEGUEZA ST. WEST OF 1-5 BRIDGE, EL = 174.36 AMSL. 1 3 REVIEWED BY: HOPIZONAL 1"=20' VERTICAL I"=4' 10:7 I DATE m 0) 0) N u ou in Q Q) Ln N m a ti NN co 4 z 00 00 .J_4Ncu .. �_4CUN < Q r ) 1 1 1 1 -g:c z Q 11 11 4 co w JJLV� SYMBOL RADIUSJ m _R 391.61 ft N 1*40'03" E + I EX �FL=27_9.40 Z, Sflv„-3 T �? 49 CONC.- + 0) i)k PLANS PREPARED UNDER THE SUPERVISION OF PEC=MEND APPPa + + ca DRIVEWAY (�6) + (:4POPO$ED SIDEWALK PEP Br BY: 7 APRON PER En u - m 00 R.C.E. NO. 29577 En co SDPSDIG-7 A - - - - - - - - - - PROPOSED 4" SEWER - - - - - - - - - PROPOSED 1' EXP. 03/31/07 EDGE OF EXISTING DRIVEWAY - - - --- 20F 4 c LATERAL PER SDPSD c cj m OPPOPOSED SAWCUT C6 + LO co +• cU LINE EXISTING B V. C. P NLOR N LO 00 EX POWER POLE (�7) co m co SEE DETAIL All _j 11 or "ril LINE fvr SEWER LINE TO BE RELOCATED SERVICE AT MAIN L=400' S=2.38% L-400. S-2. PIL OR UNDERGROUNDED PROPOSED (�)LIMIT GRIND En LINE IE LAT 28OL 73 7 (A277 ------------ __ IE M 'IN IE CENTERLINE POW IE LAT 277.9 IN 276-.-70 n, IE MAIN 274.25 -TRU-4u, 7+00 D- EXI STING GAS IN ILI �7 ­51 1 S EXISTING FIRE= 00 HYDRANT TO BE(�8) RELOCATED OUT OF SIDEWALK PER FOYAOLT, + q r nrr 4 Ln WASC WF-01 WA'FVjk. ST + + SEE SEPARATE PLAN FOR ON-SITE GRADING DWG #9262-G PIL I AS °_5u 1 L--• I 51: U ,�,j L--� 4•U•14 A"1181st we I&SI•Is v ^Ir E REVISIONS APPROVED DATE. PFFr,-RFNCES DATE BENCE MARK .5-- BUIL--r Io 1 CITY OF ENCINITAS HOPIZ. & VERT. CONTROL PT. "P2", FOUND P.K. NAIL IN AERIAL PANEL, PEGUEZA ST. WEST OF 1-5 BRIDGE, EL = 174.36 AMSL. 1 3 REVIEWED BY: HOPIZONAL 1"=20' VERTICAL I"=4' 10:7 I DATE m 0) 0) N u ou in Q Q) Ln N m a ti NN co 4 z 00 00 .J_4Ncu .. �_4CUN < Q r ) 1 1 1 1 -g:c z Q 11 11 4 co w JJLV� SYMBOL RADIUSJ LENGTH I AIBEARING 71 391.61 ft N 1*40'03" E NOTES 1. EXISTING AC PAVEMENT IN BAACERO ROAD TO BE COPED AND INSPECTED BY SOILS ENGINGEEP. REMOVE AND REPLACE EXISTING AC PAVEMENT PER SOIL REPORT. MIN 4" AC OVER 6" CLASS II BASE, TI = 6.5 INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER. EXISTING SANITARY SEWER MANHOLE PIM=280.17 INV=271.39 IE LAT = 25z2.4S 2-1 ,6 TP M,6 =per 27 TRENCH PESUPFACIN CITY OF ENCINITAS ­ ------ KISTING WATER VALVES _1___.1_­1­11__1 �A PIL PIL 10 0) C= OF ENCINITAS ENGINEERING DEPARTMENT U9 L0 m 0) TO BE RELOCATED + co EX �FL=27_9.40 Z, Sflv„-3 T �? 49 PROPOSED + 0) i)k PLANS PREPARED UNDER THE SUPERVISION OF PEC=MEND APPPa + + ca DRIVEWAY (�6) + DATE: DATE: 2�py Br BY: 7 APRON PER En u - m 00 R.C.E. NO. 29577 En co EX POWER POLE A - - - - - - - - - - PROPOSED 4" SEWER - - - - - - - - - PROPOSED 1' EXP. 03/31/07 EDGE OF EXISTING DRIVEWAY - - - --- 20F 4 c LATERAL PER SDPSD c WATER SERVICE py. PEP-,*PSD WS-0 PE 1006 5-13 (TYPICAL) EXISTINGj#IPE HYDRANT PIL PIL 10 0) C= OF ENCINITAS ENGINEERING DEPARTMENT U9 L0 m 0) TO BE RELOCATED + co -H PROPOSED + 0) i)k PLANS PREPARED UNDER THE SUPERVISION OF PEC=MEND APPPa + + ca DRIVEWAY (�6) + DATE: DATE: 2�py Br BY: 7 APRON PER En u - m 00 R.C.E. NO. 29577 En co ILLAJ IL' iSDPSD G-14 "'17 EXP. 03/31/07 PIL PIL 10 0) C= OF ENCINITAS ENGINEERING DEPARTMENT U9 L0 m 0) TO BE RELOCATED + + -H PROPOSED + 0) i)k PLANS PREPARED UNDER THE SUPERVISION OF PEC=MEND APPPa + + ca DRIVEWAY (�6) + DATE: DATE: 2�py Br BY: 7 APRON PER En u - m 00 R.C.E. NO. 29577 En co ILLAJ IL' iSDPSD G-14 WAYNE PASCO EXP. 03/31/07 _k, PLANNING ING CASE NO: 03-018 TM, DR, CDP, EIA rSHEET 20F 4 SM Fri, Sep 16,2005M.-\1006final.pro PE 1006 EXISTING J J/2" WATER co METER SERVICE TO BE ir) RELOCATED OUTSIDE OF TRAVELWAY. TERMINATE SERVICE AT MAIN PIL PIL PIL PIL .PLAN VMW BRA CER 0 ROAD SCALE: 1 "=20' 11+00 m pFESSIpN A No. 29577 rn m Exp. 03/31/07 Zo V1\_ �TF OF CA z H 0 - 15 1w U5 , Ng DESIGNED BY DR!WN BY CHECKED B I APP OVALS C= OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CD z,,,u, MHS SR,j WAP w PLANS PREPARED UNDER THE SUPERVISION OF PEC=MEND APPPa PLANS FOR THE IMPROVEMENT OF: 0 DATE: DATE: 2�py Br BY: 7 "840 BRACERO ROAD 9262-1 Ia. u - m 00 R.C.E. NO. 29577 DATE: DATE: /;&/, APN: 258-370-52 WAYNE PASCO EXP. 03/31/07 PLANNING ING CASE NO: 03-018 TM, DR, CDP, EIA rSHEET 20F 4 SM Fri, Sep 16,2005M.-\1006final.pro PE 1006 x 0 Q G------- Z EXISTING SEWER -MAIN -LATERALS IN NAPDO PO4D UNKNOWN. CONTRACTOR EXISTING S MANHOLE EXISTINQ--2-" -GAS -APPROXIMATE DEPTH 3' SHALL VEPIFYLOCATIOqAND DEPTH PRIOR TO Ljl MANHOLE EXISTING PIM=250.791 ---- - - --- - CONSTRUCTION OF IMPR)VEMENTS. PIM=253.21 IE=241.42 f Z5 Nardo Road IE=243.51 Q EXISTING 8" SEWER MAIN L; _H LO u Co LLJ c6 Q �4 Lri z 12" RECLAIMED MA-TER-MAIN -'n + uj cc (r) N APPROXIMATE DEPTH = 4.5' "wQ "I-- W - REMOVE AND REPLACE PORTION Q PROPOSED TRENCH RESURFACING ,—EXISTING 8" WATER MAIN cr:z OF EXISTING CURB, GUTTER, P CITY OF ENCINITAS STNDS. APPROXIMATE DEPTH = 3.5' i�z _____51DW K AND DRIVEWAY W co CL lc�t �ulj U"j -t vlt .­.___.1__._____­_­­__ - "1 I w - __" — - F-4 PER SDRSD"__G__'X __G w - rj) F .l W POSED 24" PCP PUBLIC STORM ---- - - PRO DRAIN Hc� k x Lu Lu Lu CQ �EXISTING GATE VALWE-' "j EXISTING MAILBOX EXISTING SIDEWALK E X51 L C i STA: 1+96.86 r E-NG,,PUBLIC UBL_IC -STORM 23.5' tj )PMDPAIN BEGIN PPIVATE STC 23.5 ------------ EXISTING Fe CURB OUTLE APPROXIMATE LOCATION i 11t PROPOSED 18" PRIVATE, EXISTING FIPE�HYDIRWVIT IJ EXISTING WATER LATERAL STORM bPA`IPi( ___,1PRO_TEC T t TN PLACE) TO BE PROTECTED �ACE REVISXONS APPROVED I DATE s V1 L7r fill, 258-370-36 258-370-38 I i r) 1 EXISTING IC ' SEWER EASEMENT i i I PER CARDIFF SANI­TA­TIQN_DISMICr AREA DWG - - 146. 176 LINE A-1 WORK ORDER NO. 2948. �258-3 70-3 7 1039 258 37' DOG.-~ 'NO. 1966-032539 V IS_ 4-1,1 EXISTING 8 CP _SjEWEF?__MA_TN__ 76. ER DWG NO. I TO VERIFY LOCATION ON B" VCP SEWER F E MAIN x ( it 10' DRAIN PRIVATE EASEMENT STORM CONTINUED ON SHEET 4 SYMBOL RADIUS LENGTH AIBEAPING TYPE D-LOAD 'j O 200 ft 48.48 ft 13*53*23" 24" PCP 1500 WATERTIGHT O 132.71 ft S1 045'52"W 24" RCP 1500 WATERTIGHT "j n, r i REVISXONS APPROVED I DATE s V1 L7r fill, 258-370-36 258-370-38 I i r) 1 EXISTING IC ' SEWER EASEMENT i i I PER CARDIFF SANI­TA­TIQN_DISMICr AREA DWG - - 146. 176 LINE A-1 WORK ORDER NO. 2948. �258-3 70-3 7 1039 258 37' DOG.-~ 'NO. 1966-032539 V IS_ 4-1,1 EXISTING 8 CP _SjEWEF?__MA_TN__ 76. ER DWG NO. I TO VERIFY LOCATION ON B" VCP SEWER F E MAIN x ( it 10' DRAIN PRIVATE EASEMENT STORM CONTINUED ON SHEET 4 SYMBOL RADIUS LENGTH AIBEAPING TYPE D-LOAD JOINTS O 200 ft 48.48 ft 13*53*23" 24" PCP 1500 WATERTIGHT O 132.71 ft S1 045'52"W 24" RCP 1500 WATERTIGHT L-"T- REVIEWED BY: _FA TE. PLAN VIEW SCALE. I "=10' PER DOCUMENT NO. RECORDED SPECIAL NOTE I. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE LOCATION OF EXISTING UTILITIES INCLUDING SEWER AND WATER LATERALS, THAT MAY GROSS OR CONFLICT WITH PROPOSED STORM DRAIN. PLANS PREPARED UNDER THE SUPERVISION OF RE ME ZN9M APPROa DATE: B yi° w Y: P.C.E. NO. 29577 DA TE: 12hl&fir- AYNE PASCO EXP. 3-31-07 __hfiv)w� DATE: k, GRAPHIC SCALE 1"_10 0 10 20 30 CD Lu 0. m Exp. 03/31; m 07 <p P, C10- a N �L_u O, cn< ,4U C= OF ENCINHAS ENGRqFMRING DEPARIWMNT DRAWING NO. cP ED ',<j 0) Ln PLANS FOR THE IMPROVEMENT OF.' cu 840 BRAW."JEWRO ROAD PLANNING CASE NO: 03-018 TM, DR CDP. EIA Fri, Sep APN: 258-370-52 1 I SHEET 3 OF 4 6,2005M. \1006final.pro PE 1006 t-4 -H � � M ti� -RM L GRAPHIC SCALE 1 " =10' 0 10 20 30 STORM DRAIlV TABLE SYMBOL RADIUS LENGTH LIBEARING TYPE D -LOAD JOINTS O 175.17 ft N89 032'01 "W 18" RCP 1500 WATERTIGHT O 132.74 ft N89 °32'01 "W 18" RCP 1500 WATERTIGHT PROPOSED PROJECT SITE SEE SEPARATE GRADING PLAN DWG #9262 -G -, f X fis is , s `li Y 5 (Lx EXISTING 10' SEWER EASEMENT PER CARDIFF SANITATION DISTRICT AREA DWG. NO. 176 LINE A -1, WORK ORDER NO. 2948. INSTRUMENT NO. 104472, RECORDED JUNE 24TH, 1966. SPECIAL NOTE 3�, v o �� I. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES. w No. 29577 m } LOCATION OF EXISTING 8" VCP UNKNOWN. d Exp. 03/31/07 L '. CONTRACTOR TO POT HOLE SEWER MAIN PRIORI TO SCHEDULED CONSTRUCTION. BASED ON LOCATION EXISTING EARTH X r, } OF SEWER LINE, STORM DRAIN LINE TO BE Tq CIVI\ -Q DITCH TO REMAIN ? ; WITHIN PROPOSED STORM DRAIN EASEMENT. lF OF Cp1ZF� THIN 258-31U-02 An ------ ._., uj cc 117 f o _ - _____.._ ._._.__....._.- .,..a....._.... � W� �� — 1 — � 1 8 �J �j i E'' '-^� v `fi' ,! G:�, r .i 1 ♦ n._. _..d...,, i �j/�V 3Y O V3 CJ �l O ° �° O L[� p �7 L,! <<' .._. `f cv �, i EXIST NG 10 ' SEWER EASEMENT 25 —3 / D —V`f !l o w a cv cov u x r y 1 r ti� �� __ . t . _ _wn _ % u� o a� ur N PER C RDI FF SANITATION ION •, cn LO a EXISTING' =b -25 CUR(}VLE71 ?, % ;r _._ +WCC ^N n { P OZNZ� —TO REMAIN (PROTECT IN PLACE) y ` "� oo �� DISTR CT AREA DWG. NO. 176 a u Ho COX APPROkIMATE END EXI TI G ! GARAGE 1' EXISTING 16" RCP °�NZO LINE -1, WORK ORDER NO. 2948. EXISTING 3' HIGH h�ASONR/V BLOCK[` rno; N ", a �� '� o WALL PROTECT IN C +¢ Q ti W W EXISTING WOOD FENCE 16 " STQPM DRAIN PIPE. ; PRI ATE STORM ; ¢ H W W DOC. NO. 1966- 032539 v a m Cc ti ti '- BEGIN OPEN CHANNEL ~., ! DRAIN PIPE TO I PROPOSED 18" RCP', 262193 BE REM`0 ED. \ ' it °C~'~' rte-- -- EXISTING CARPORT 1 STORM DRAIN TW @EX= 260.73 E'" x 1 ! L= 130.73', S =2% g 261. ... .ss 1 BW =257. 85 T; � Of FL a -m,� ., __ �,__.� ..�, -�- ,-- ✓ �_- _____.�._ � t BW @EX- 261.0t mum a , EXISTING',DYRT`'DR,TftEWA,Y.- C) / ii RESTORE TO THE SATISFA'C.TIQN -., �— __.. _ - \_ . ,� � ;t`ti ,' , � r �' � ' ., 1 0 -D-F- THE CITY ENGINEER AND — — —,. — ?4 i EXSj(stG-�EN TO BE RESTORED _ = 9.11 4 — — — — — t — _ Td °SISF`ACT N OF HOMEOWNER — j I HOMEOWNER., CONTRACTOR n = J �j _.v _ ¢ DOCUMENT ONDI'TION OF - 10 PRIVATETO1M DRAIN EASEMENT EX =259. 78 _ 4 �. EX 25 - i PROPOSED 18" RCP -- IMPOVEMEIVTS "$EFBRE_ __.____ PER DOCUMENTt NO. \, 2005 - 0360766 , :; — — STORM DRAIN APP.QX MATE LOCH ION EXISTING B" VCP EXISTING "RUBBER TREE {t _ ,BEGINNING OF CONSTRUCTION... - .___. -._M._ RECORDED 4/2 2005 L= 175.17', S= 3.55% i - "_- _�.__v- -EWER MAIN. 7 T-° OCATION UNKNOWN) — - - - - -` _ AND ROOT SYTEM TO 8z9- -.54� EXISTING 10 SEWER CONTRACTOR TO PO HLE SEWER MAIN EXISTING DRIVEWAY. 1 _? BE REMOVED \, EXISTING WOOtp FENCE EASEMENT PRIOR TO SCHEDULED (CONSTRUCTION SATISFACTION RESTORE TO THE ------ IFF SANITATION DISTRICT E OF THE CITY ENGINEER AND -- - - - - - -, 58- 3� ® —SL� AREA DWG NO. 176 LINE A -1 ,F ! TO TON PROPOSED STYPE F6CATCH ! f M� `m WORK4DPDER NO. 2948. 10' PRIVATE STORM D IN EASEMENT DOCUMENT CONDIIT�ONTOF BASIN 1 PER DOCUMENT N0.- 0360�6i` IMPROVEMENTS BEFORE j EX= 260.62 ° f - - -�. RECORDED 41291200,r BEGINNING OF CONSTRUCTION€ r EXISTING DUPLEX CONTINUED ON SHEET 3 _, r 4 5 6 , 4 ( FOR APN 258 -370 -5 �U1LT !� ; f�, 258 - 370 -53 j EXISTING FENCE TO BE REPAIRED €: OR REPLACED AS NECESSARY PLAN VIEW YY EXISTING CATCH BASIN TO REMAIN ` 4 BY: \ 4 30�1� TOP OPEN BOX= 262.36 IE OUT= 258.29 SCALE. 1 " =10' U-C 701 W 12.31.15 PATE REVISIONS APPROVED DATE REFERENCED DATE BENCHMARK SCALE PLANNING & BUII.DIN "PR OVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. S- u1LT Q• / -_ CITY OF ENCINITAS HORIZ. 6 VERT. REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF PE C MEN AP PLANS FOR THE IMPROVEMENT OF: CONTPOL AERIAP2PANEL, PEOUEZA HORIZONAL 1" = 10' D�0 DATE:9 ds BY.= B p (� D 9262 —I — ST. WEST OF I -5 BRIDGE, hl—L7 4 R.C.E. NO. 29577 ® ® °°��°® ROAD VERTICAL N/A DATE: AYNE PASCO DATE:Q DATE: /,� /►�oS APN: 258 - 370 -52 EL = 174.36 AMSL. EXP. 3 -31 -07 PLANNING CASE NO: 03 -018 TM: DR, CDP, EIA SHEET 4 7F4 Fri, Sep 16,2005M: \1006final.pro PE 1006 a� N