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DWG 417-1C; MS 02-08; LOS COCHES VILLAGE; 01-11
GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT -OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE, 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET, 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF -WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (Al SUMMARY SHEET, (Bl LABORATORY WORK SHEETS AND (Cl COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS, 12. A PRFCQNSTRIICTIQN MEETING $HAI I Bf HFI D AT THE SIIE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634l AT LEAST FIVE(5l WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (619) 438-3891, INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M. ON THE PAY BEFORE THE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (S'l OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI ISHFD BY THE CQNSTRIICTIQN $AEETY ORDERS TIT! E B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, ClPEBATIQNS WI! I CEASE IMMEOIATEI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER, OPERATIONS WILL NOT REST ART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18, ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING PAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAl/1 ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND l WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22, THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) •CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) •SAN DIEGUITO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT •VALLECITOS WATER DISTRICT •OLIVENHAIN WATER DISTRICT •BUENA SANITATION DISTRICT • AS APPROPRIATE (800) 422-4133 (800) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 (760) 633-2650 (760) 753-0155 (760) 744-0460 (760) 753-6466 (760) 726-1340 J. 13746 llt~~EN~~~ 5620 Friars Road • San llitiga, CA 92110--2596 • {619) 291-0707 • FAX (619} 291-4165 • www.rickeng.com R, \D_ 1374\>\Pub I le_ I mprovern,:,nt6\3 /46 ipl. d(ln \ \srv _r I l:>1 \R lcKStondan.b\ Ip lo rv, O\Pen\co ,cornp. pen 05-0EC-2004 11,32 STREET NOTES 1. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 2. TWO (2) SETS OF SURVEY (CUTl SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. GENERAL PQTABl:E WATER SYSTEM NOTES ( OMWD) 1, POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DA TE ON THESE PLANS, CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR, 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- INING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4 DEGREES MAXIMUM DEFLECTION PER COUPLING (2 DEGREES PER JOINTl. NO ENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12, MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT, METER TO BE LOCATED 5 FEET FROM A SIDE LOT LINE, A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS, 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON1NSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT.CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. STD WATER NOTES.DOC / REV092603 24. FOR ALL APPLICATIONS UTILIZING NON-HEX HEAD BOLTS, INCLUDING, BUT NOT LIMITED TO, T-BOL TS ON MECHANICAL JOINT FITTINGS, THE BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOL YMER CORROSION INHIBITING COATING, THE COATING SYSTEM SHALL BE TRIPAC 2000 BLUE COATING SYSTEM, OR DISTRICT APPROVED EQUAL. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. 25. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET WITHIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY'S REGIONAL STANDARD DRAWINGS NO. W-12A AND W-12B FOR VALVE WELL COVER AND VALVE WELL FRAME AND ASSEMBLY. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAPHY METHODS FROM INFORMATION GATHERED ON AUGUST 2, 2002 BY RICK ENGINEERING PHOTOGRAMMETRY DIVISION. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(Sl 255-031-20 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N_i;2.(-'. _______ E ~6~2s~s'-------- BENCH MARK DESCRIPTION, 21/2" BRASS DISK MARKED "CLSB-011" LOCATION: COMMUNITY PARK PARKING LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIMITEO RECORDED: ..eR~OS,L..!171.<2..i.7L1 -----~~~~~~---- ELEVATION: 173.24 DATUM.~• ~N=GV~D~29~--- -,,,.~ WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3, 4. 5. 6. 7. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO. 5527, 5528, 5529 DATED DEC 17, 2003 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), SOILS REPORTS AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOILS AND TESTING, INC. DATED ,IANUARY 22. 2002, APRIL 23, 2004, MARCH 15, 2004 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8, OLIVENHAIN MUNICIPAL WATER DISTRICT, STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAIN AND FACILITIES. 9, ENVIRONMENTAL APPROVAL DOCUMENTS DATED DECEMBER 17, 2003. 10. STORM WATER POLLUTION PREVENTION PLAN <SWPPPJ PREPARED BY RICK ENGINEERING, DATED MARCH 6, 2004. WDID• 937C325789 ' 11. CALIFORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT PllACTICE, CONSTRUCTION HANDBOOK AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPl MANUAL. ,. '; \ PARCEL 2 12. SUMMARY OF POST CONSTRUCTION WATER QUALITY IMPACTS AND BEST MANAGEMENT PRACTICES, PREPARED BY RICK ENGINEERING DATED JUNE 17, 2004. 1 ______ --~ ~------ SCALE: 1 "=150' LEGEND DESCRIPTION DWG. NO. EXISTING 8" SEWER MAIN -----------------S-11, S-12 ------- EXISTING SEWER MANHOLE ------------S-3, S-4, S-5 -------- CONCRETE ENCASEMENT------------------S-15 ------------ SEWER LATERAL -----------------------S-17, S-18 -------- •PREP. OF SUB-GRADE & AC PAVING (6"AC, 6"AB)------- •CURB & GUTTER -------------------G-2------------- •5 FT. P.C.C. SIDEWALK ---------------G-7------------ STORM DRAIN (PVT,)--------PER DWG. 417-1D -------- CURB INLET TYPE B ---------PER DWG. 417-1D ------- SYMBOL QUANTITY 9350 SF 897 LF 4830 SF CITY OF OCEANSIOE RIGHT-OF-WAY (R/W) ----------------------------------;,s CITY OF VISTA EXISTING PROPERTY LINE ----------------------------- WING TYPE HEADWALL -------------------------------- STORM DRAIN PIPE (EXISTING) -------------------------- MODIFY EXISTING INLET WING --------------------------= ',== STREET LIGHTS (EXISTING TO BE RELOCATEDl----------- •STREET SIGNS ---------------------------------------"r' STREET NAME SIGN PRIVATE·--------SDM-102 ----------+- n1,5" IRRIGATION· SERVICE -------------B-1.3, C-2.I --------------(D •GUARD RAIL ------------------M-30, A77 FA ----------•■----■'------■ ..FIRE HYDRANT ASSEMBLY -------------C-1.1 --------- ••WATER SERVICE -------------B-1.3, B-1.5, C-2.1 ------ .. GATE VAL VE -------------------D-2.2, D-2.3 -------- WATER MAIN ------------------------------------------ WATER EASEMENT ------------------------------------- 1 EA 2 EA 10 EA 1 EA 1 EA 920 LF 6 EA 10 EA 6 EA 1420 LF PACIFIC OCEAN .. FIRE SERVICE WITH DCDC -------C-3.2, C-3.3 -------- •CROSS GUTTER ------------------G-12----------------- •PED RAMP -----------------G-27 -------------------- EXISTING HILFIKER WALL -------------------------------------- 1®®®)§1 JU\ ID\ 4 EA 1000 SF 4 EA SOILS ENGINEER'S CERTIFICATE I, DANIEL B, ADLER , A REGISTERED CIVIL ENGINEER OF THE ST A TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 1-2';, ,2002 AND 1'2-2(o ,20.Q'.2_,TWO COPIES OF THE SOILS REPORT COMPILED FROM STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE THE CITY ENGINEER;·::··.::· SIGNED:: ___ ~:z__+~c_ __ .c_ ___ _ P.E. NO.:, __ ___::c3=.c60"'3c.:7 _________ _ DATE, ___ __,_l.,._l_-_,,C,'---..t>__,Y _____ _ , LICENSE EXPIRATION DA TE:, -=6"--/-=-30,,,/_,0c:6'-------- OWNER'S tERTIFICATE I ( WE l HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST S BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADINGE '1tY.~D ADVISE ON THE COMPACTION AND STABILITY OF THIS SIT . \ • I~ ,11.1.tJ't i.J...:'..N::.A_M_E__ • DATE OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM APPROVAL (OMWD W.O.# 561271) Approved by. BOYLE ENGTNEERING CORPORATION District's Consulting Engineer CITY OF ENCINITAS VICINITY MAP •SAWCUT LINE ------------------------------------------- LIMITS OF SOIL REINFORCEMENT ------------------------------- PROJECT BOUNDARY -------------------------------------------• • -• • -• • -• • •TRENCH RESURFACING --------G-24-TYPE A------------------[/ / / / // / /d n2" BLOW-OFF ASSEMBLY ------------------A-1.1 ------'--ei u2" MANUAL AIR RELEASE ------------------A-2.3 ----------- uREDUCER ------------------------------D-3.1 -------------- S TRI Pl NG -------------------------------------- "DECLARATION OF RESPONSIBLE CHARGE" • PER CITY OFCARLSBAD STA • .,_.....,,,,l[)S,......r----.-,,.✓ •• PEROMWD STANDARDS -ii< S::OPC OF WORk BY G"Af~/A/EER. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: RICK ENGINEERING COMPANY ADDRESS: 5620 FRIARS ROAD TELEPHONE, lltl::!U::11..1.1..llU\ BY: L BA L DATE, -'~z /._B~)atc4-__ _ (NAME OF ENGi R.C.E. NO., 27678 tJr NtJRK R~l.A T/Vs-TO TH€"5€ A8-BU/L TORA/</1..<IGS 15 Pt/RStlANT TO S€C.T1oi,1 G735-G,(b) <'F TM€ 8{!S1A/ess r. PROl="iir:SSI0/\1S Coo€, ANP 15 .B;i'&,ro o/.1 4 VIS{H/L FiBLD CJ.?§?K C'NLY REGISTRATION EXPIRATION DATE: 3/31/06 PLANNING DEPARTMENT APPROVAL crry OF CARLSBA.P fl-RE Df:PARTMENT REQU1RE.N\ENTS W....'44~~11· 8(jp, DATE:ltj1to/e>4-(SIG IIICIW!L l. HOJ.ZJW.J.ER, PLANNING DUIECTOR tA,•J,.c~ DATE:IZ../14>/~ IIECOIIIIENDBD BY: ?~C I~ (PRINT IWIE) REVIEWED BY: ---/ """-Ce .,..,,,,,. 11 o' INSPECTOR 67 LF 3 EA 4 EA / EA 3365 L.F. DATE 1----+---+--------------i--~l---~i----+--__jl ::= s=H=1f=T=-I =c=IT=EY=NG=IN=p=Ef=1t,=·G=~=~=~=R~=Ms=EN=~=A=D=-'=I =1=1 1----+---+-----------------i----le----l----l--~ IMPROVEMENT PLANS FOR: L~-/~~- R. C.E. ' :o ~ t"<I ~ 12/flt SD00155800 l----l-----+----------------1-----1---1----1--~ JOB NUMBER l----l--+----------------l~--1----1---+---I RANCHO SANTA FE AND CAMINO DE LOS COCHES NOTE: ~,gna 'ur'e Expires 2 Years After Date LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER IJ Li ... / .1 t:J..Pr~ rz../1/a'-1 STEP~ L. DEERING RCE 26514 EXP. 3/31/0/f{:, DATE /1/i§_ C!f!g_ 7K AS-lf{IILTS DA 1E INITIAL 3252 541 JOB NUMBER ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OlHER APPROVAL AS-BIi/LT APPROVED ,c,=~ LLOYD 8. HUBBS Pt /4<,-~u;-~· r ·B, !2/na• CITY ENGINEER E238 EXPIRES 12-31-05 61,J{" DA TE INITIAL CITY APPROVAL DWN BY: -~-PROJECT NO. DRAWING NO. CHKD BY: JLR MS-02-08 417-1 C RVWD BY: ,l LR i020805 C :E .... (i) g_ J::a,. .... _. ......... I () J.13746 --~~EN~~ 5620 Friars Road • San Diego, GA 92110--2596 • (619) 291-0707 • FAX (619) 291-4165 • www.rickeng.oom R• \D-13 746\Pub I le_ lmprovements\37461p2. diJn \ \s,·v-r I 01 \R!cKStandards\ I plot\11 O\Pen\cc1c001p. pen 07 -DEC-2004 09• 56 · WILY RIW 53.5' 107' ADDED IMPROVEMENTS FOR THAT PORTION SOUTH OF ENTRANCE ONLY-~ q_ 53.5' \ EXIST RIW 7' 40' 40' \ 7' 1.5' 1.5' 5.5' <, ', 2% VARIES UP 2:1 MAX ,,,--~~~ TO 3%_M~~----,---:--- . ~==~===::::::::::::::~~ . -·sAWCUT MIN. 2" FROM GUTTER LIP FOR NEW 6" A.C. MIN. ON 6" A.B. MIN. AC CONTACT 6" TYPE "G" CURB & GUTTER WILY RIW 7' 1.5' 5.5' 0 12" VCP LOCATION VARIES WITHIN ROADWAY RANCHO SANTA FE ROAD STATION 133+ 75 TO 138+65.00 Tl= 9.0 NOT TO SCALE ADDED IMPROVEMENTS FOR THAT PORTION SOUTH OF ENTRANCE ONLY 107' 53.5' q_ 53.5' \ 40' 40' I 1 , EXISTING CURB RANCHO SANTA FE ROAD STATION 138+65.00 TO 141+38.41 Tl= 9.0 NOT TO SCALE \ EXIST RIW 7' 15' DEDICATION PER 2004--lo<t>h?>04 DOC 11-09-0<1 PROPOSED /E'LY RIW PROP. GUARDRAIL (CAL TRANS 5' 3.5' STD A77 F"A, DETAIL V) r..:~~~-INTO GROUND 1999 RIW 42' 10' 32' 4.5' 5.5' 84' (l 42' 32' I 1....2.'.. J,.1£W EXISTING RIW 10' 5' 3.' , , , FIRE HYDRANT TO BE RELOCATED PER OMWD STD. DWG. C-1.1 2:1 MAX<:: GUARD ~<:>2: >----l----1 RAIL r·,·,•.'-'·· .··.,. ----------' ---, ---------- 1 MAX WELDED WIRE MAT <SEE SHN CONSUL TING ENGINEERS HILFIKER PLAN# CB040980l PROPOSED E'L Y RIW 15' 5.5' 4.5' 2:1 lff'l/I M /1\ AS-Btl!LT5 :O.TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION , , , --------, ' r ------------' ----L-•-------------------LJ ' ---------------' ,.___.. ----------------J CAMINO DE LOS COCHES NOT TO SCALE 24' (MIN.) 19'• 19'• • COMPACT ST ALL IS 15' DEEP TYPICAL DRIVEWAY AISLE NOT TO SCALE ' ' ' " 4 P .c.c. SIDEWALK ENGINEER OF WORK "AS BU IL T" RICK ENGINEERING CO. ~-~ ubb, ('1 \(rvw"i\ ~ 1z/f11»1 P.E.J EXP. $J/t)I DATE ' ROGER L. Bl)LL R.C.E. C27678 DATE REVIEWED BY: EXP. 3/31/06 ~~11!!1 , u fly\!"' INSPECTOR -., DA E I S2ET I CITY OF CARLSBAD LJ1J ENGINEERING DEPARTMENT 1 . IMPROVEMENT PLANS FOR: RANCHO SANTA FE AND CAMINO DE LOS COCHES APPROVED /"olf LLOYD 8. HUBBS ,jy 4 ~-,~~~:C,-' ~ CITY ENGINEER ::,__ -2388 EXPIRES 12-31-05 _.,; DA E DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: J t..F-MS-02-08 417-1C 01HER APPROVAL CITY APPROVAL RVWD BY: JiE. AS-BUILT 020805 C, == "-> (i) g_ ~ .... -.......... I -() j3. 5' ~ . ~ '. t ,!, , . 6. 5 ' 4. 5' 10' R/W 4• 1 IDEWAL TRANS. -+----- 5' , 17 <J 17 <J . ,f SJ .. 3. 5' o. 5'+-----+----- END GUARD RAIL~ TERMINAL SECTION TYPE "A" PER M-32 DETAIL "A" SIDEWALK TRANSITION AND GUARDRAIL TERMINAL SECTION NOT TO SCALE END GUARD RAIL ~ TERMINAL SECTION TYPE 0A11 PER M-32 5' 5' R/W\ . , . .. , . si. . .. ,!, . , 'A 'A 'A "· .. '. '. , . . ·r -··-, w -, . , . 0, 'A ': '. , . , : \411 TRANSIT!:/ 37. 25' PARABOLA TYPE 8 GUARDRAIL FLARE PER M-35 CURB FACE CONCRETE COLOR ·" TO MATCH SIDEWALK DETAIL 11 B11 J. 13746 ■. ~~EN~EE~~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291--0707 • FAX (619) 291·4165 • www.rlcbng.com R, \O_ 13746\Pub I ! c~ lmprnvem,mts\374&!p3. dgn \ \srv _r lb1 \R lckStanaards\ I pl otv1 O\P<'ln\ca I comp. pen 07·0EC-2004 09,56 'A , . w 4. 5' -0 5' - 0. 5' STREET LIGHT TO BE RELOCATED BEHIND NE SIDEWALK INSTALLED PER DETAIL '0" THIS SHEET PROP, R/W L-PROPOSED 15 FT STREET DEDICATION PER DOC 2004-1066304 I REC 11-09-2004 ww,_ Z<.:>z :JClw I----,,,_--~ w::;: t-(.!) LI.J cc ::lz> o:: '->-<C :::::> '"' ..... CD a:: ::, a: (,) • • • I I-a. w "" a. ~ o--' f-a. (,) ~ ~ "-,-! 42" BROWN VINYL "'w o !!! CHAIN LINK FENCE ~ 0 a:: _<( a. a. "'~ , SUPER VARIEt~~('5i=~b;~~~.~£~~~~t-=-=-]\!~~-;-~ -UP TO 3¾ MAX HILFIKER ~ en I RETAINING -o WALL PER ~ I- PROP. GUARDRAIL I PER M-30. SEE DETAILS ..,.::"'--:c:::-t:i.1--:!.:DW~G"!.. c:oN~0,,_:4u171.:-:.ia.-1> is I IC & D FOR INTERACTION WITH SOIL REINFORCEMENT __ _;fl L .,_,,__-nl --------/EXISTING I WELDED WIRE MAT Lo.5' ~/ GRADE -----FL 146,27 ---"--- ---~XIST, 48:;; ----~ 1-::, 0 •z I-<( "'w ><--' WO PERDwc~~ -~ ,N0.262-1 ----~ ---- 8x12 WWR SOIL REINF. x B1 LONG SEE ELEVATIONS FOR WIRE SIZES TOP (2) MATS ONLY 8x21 WWR SOIL REINF. x B2 LONG SEE ELEVATIONS FOR WIRE SIZES SECTION A-A NOT .TO SCALE G"MINIMUM J 2' TYP BOTTOM MAT DETAIL "C" GUARDRAIL INTERACTION WITH WELDED WIRE SOIL REINFORCEMENT NOT TO SCALE j \ , , i.-.... {f-7 ,.. i.- ,,1 d/4 t~- \Iii ... ,.. 15" MAX. TYP. ~ FACE OF WALL DETAIL "D" SOIL REINFORCEMENT PENETRATION NOT TO SCALE GUARDRAIL (CAL TRANS 1999 STD A77, FA, I PETA/l D) X C 0 A j 42" BROWN VINYL -CHAIN LINK FENCE ...--FOOTING PER DETAIL M-6 X DEFLECT TOP MAT r---1---1--AS REQUIRED FOR 1'-6" MIN COVER -----_ FACE OF WALL WALL BACKFILL VERTICAL PENETRATION UT TRANSVERSE WIRES NL Y (AS REODl & DEFLECT ROUND INTERFERENCE tum- OA1E 15' 0.5' 5' ~.► '•"' CD a:: 0 a:: '"' "' ·1"' ..... a:: 0. • ::, a:: ::, 0 "' u u "'• ::, ,-! I-• ~ 0. "' "' a. I "' x ~ x w 8: w a. RANCHO SANTA FE SECTION B-B NOT TO SCALE . ti l?:l "' a:: 5' ~ PROP. GUARD RAIL PER M-30,A77FA DETAIL7J ::, u I PROPOSED SIDEWALK SECTION C-C NOT TO SCALE ENGINEER OF WORK RICK ENGINEERING CO. -1 '{t\\f E.SS I 11#.f( ~ ~ ..... , .... c:; ,,,, '<#•i• .' :---. r,·-••. . ' ..., ~ i N<,,027678 ,!; . *, Exp;3"/31106:: --.i• ·-; CIVIL .· ~ ...... ·. . OF C._\.\\\\~ • :. -, .... . ~ .;.:,..:.:.+j·J. ·: "AS BUILT" &,i~~ 11/lp. ROGE~~~¥• ~ C276:a~~::: P.El__,. EXP. Iv i}fJI • DATE REVIEWED BY: EXP. 3/31/06 ~;• ..>:;. II /1-t / Ill, INSPECTOR i!I &l!fi~ .. DATE I SH3ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 1 IMPROVEMENT PLANS FOR: RANCHO SANTA FE AND CAMINO DE LOS COCHES APPROVED ~ LLOYD B. HUBBS u A <s<-v~ci( l:v~ h'l;j /1\ AS-Ff/lLT-5 CITY ENGINEER =2388-~XPIRES 12 31 05 -· D TE INITIAL DWN BY: PROJECT NO. DRAWING NO. OA1E INITIAL OA1E INITIAL CHKD BY: JLR ENGINEER OF WORK REVISION DESCRIPTION OlrtER APPROVAL CITY APPROVAL RVWD BY: J!.8 MS-02-08 417-1 C AS-BU/LT 020805 C =E u) G') 9. .s::a. ...... _ ........... I - I I , t-·l! +··-+ .. +-• ---+-··+-·+·····i,.·--+-·"4 -1 .11 1- CENTERLINE DAT A NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD /J.= 22· 55' 06" 1500.00' 600.00' CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS m t.= s· 04' as" 370.00' 39. 19' 6" TYPE G Ci!<G rn N50"37'42"E 42.06' 6" TYPE G Cl!<G rn t.= 1 o· 37' 16" 230. 00' 42. 64' 6" TYPE G Cl!<G GJ t.= 15• 21· 47" 1558. 50' 447. 81' 6" TYPE G Ci!<G J. 13746 --~~EN~~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickong;com R• \O_ 1 3746\Publ lc_lmprovements\31461 p4. C!(ln \ \_srv-rl 1)1 \R \ckStandQrcls\ Ip totV1 O\Pen\cq I comp. pen 07-0fC-200~ 09•57 + I 1 W .,.,,,.,._,_,,l....;,9••· ~My- ' ·-~--L I 134 I i· -y-t .... j. .•• {,-·-+··••+• .. •»> • I • ~ -I i-.. 135 137 138 139 / --,,,/ ~ 'ti) --- PROJECT BOUNDARY ! ,a•.w.~(• l t \ ·r··r·r- , ' i ~:,;, -11 MO\., .. ,.+•·••+-......;~•l--+--1 l 1 ! i -·· .Ya·,~--r=·-"'l"'"'M'ct••w•-,dfMC·.~•t··+····r""""+• -t······0"""1""4 -·-+-·-+·-f . . {' .... ~--~' 1 , +'-1-~·--1--+··~·r+-t--1 .. -r··l· .. +--+ .. ·r·+ .. t·-½-t--+--+--+•~1--t--1•-··t·l·1-1--,,- ENGINEER OF WORK RICK ENGINEERING CO. J :.. N ;s,~I-IEH--3.----4' EXISTING 12" PVC SEWER MAIN PER DWG NO, 417-1A ROGER L REVIEWED BY• ~~e.,,,~ PLAN: RANCHO SANTA 40 20 0 40 80 r ~ 1/1 "' -I EXISTING 20' LCWD SEWER EASEMENT PER DOC 88-271426 REC 6-07-1988 ----- EXISTING 12" VCP SEWER MAIN EXISTING HILFIKER RETAINING WALL AND THE VEGETATION ALONG THE FACE OF THE WALL, ALL CONSTRUCTED PER DWG. 417-1A, IS PRIVATELY MAINTAINED PURSUANT TO CC&R'S FOR THE LOS COCHES VILLAGE DEVELOPMENT, MS 02-08 AND THE ENCROACHMENT PERMIT ON FILE WITH THE CITY OF CARLSBAD PER DOC. _____________ RECORDED _________ , FE ROAD 120 ---- - GRAPHIC SCALE 1''= 40' ------INSPECTOR i------t--t--------------+---l---l--_J_____J I SH4EET I CITY OF CARLSBAD ~ r.:::=:=:::=':-=.:===:E=:N:::G:::IN~E~ER:::l::::NG:::::D:::E::PA:::R:::::T::M:::EN:::::T:::::=~LJlj=:::1~ GRADING AND IMPROVEMENT PLANS FOR: DA 1E INITIAL DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OiHER APPROVAL CITY APPROVAL AS-BUILT RANCHO SANTA FE AND CAMINO DE LOS COCHES APPROVED ,.,t LLOYD B. HUBBS 6Y/4-t$ ... <#.~-is-~ t#.lfj., CITY ENGINEERPf>E238-( EXPIRES 12-31-05 ATE OWN BY:~~~ CHKD BY1 JLR RVWD BY: JLR PROJECT NO. DRAWING NO. MS-02-08 417-1C 020805 ... ... C, :E (i) .s=:,.. --..J I -0 CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS [I] A= 6' 29' 28" 1558.50' 176. 56' 6" 11] A= 60' 36' 54" 48. 00' 50. 78' 6" IT] N81' 08'23"E 25, 1 O' 6" GI A= 113" 45' 59" 1 o. 00' 19. 86' 6" J, 13746 --~c:FN~~~ 5620 Friars Rood • San Diego, CA 92110.2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickeng.com. R• \O_ 1 3 ?~6\Publ 1c_ improvements\37461 p5, i:1on \ \srv_r I b1 \RI cKStand<lrds\ Ip lot'J1 O\Pen\co le~. pen O?~OEC-2004 09• 57 TYPE G TYPE G TYPE G TYPE G CS.G CS.G CS.G CS.G / 140 ' . U) . /''< s::::,- ,, ,,,,,-,,,"'""••/"'r."""M .. •,-.,=, ~•·¾o ' J,?.AJ~·c_EL 3 ..... . j ,," ' •. ,_ Ar.'M -"·• ' I ·,, i ' J.,,1!,.,,~,, ... "' . 3i . ~-+ ~-- 1 41 142 PLAN: RANCHO SANTA FE ROAD 40 20 0 40 80 120 ---- GRAPHIC SCALE 1''= 40' • I -( ~ ,,-r=+,.,4, ... 1 .•. +. ,. I ,,. : I t"''"'~·t ~1-••··+···i·,· +,,,,,,,;,,,,,,4 = i =+--4·~•,f,,••+·~·+-,,1,,4 1 1 -=~·"'. EXISTING CURB TO REMAIN PROJECT BOUNDARY -«v,,,,,, ,--,.,<-<~-, P;ARCEL 4 ~ l1liJB_ YlR -71\ A5-8t1//LT5 'DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 1 ENGINEER OF WORK RICK ENGINEERING CO. "AS BUILT" n 11~~-~ It/~~~ DATE I ROGER L. LL R.C.E. C27678 DATE REVIE'.IED BY, EXP. 3/31/06 --,.;;-_ r-~ -~ .1.tAr(N INSPECTOR • D TE I SH5ET I CITY OF CARLSBAD LJ1J ENGINEERING DEPARTMENT 1 GRADING AND IMPROVEMENT PLANS FOR: RANCHO SANTA FE AND CAMINO DE LOS COCHES i;fROVE , CITY ENGIN;ER 'Vz388W ;XP;R~S LLOYD B~~BS '"? 12-31 o!"i DA TE OWN BY: DATE INITIAL DATE INITIAL PROJECT NO. ". DRAWING NO. CHKD BY: J~R MS-02-08"· 417-1C OlHER APPROVAL Cl1Y APPROVAL RVWD BY: Jl~ AS-BUil T 020805 0 =E 0, (i) 2. ~ ..... ..... -""J I -(') I '"'°""'~.,,~ •·/ ~ i , I I ,_, --;--", -·+-· -,, '1 ,,,, s i l -,-w ,---L i_ I ~"·'t="·~·· --,+--O~r-,,,,-t-·-t 1 PROJECT BOUNDARY J. 13746 il.~~EN~:c~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickeng.com R• \D_ 1 3746\Put> I lo-lmprovarr.ents\37~6 I p6. d{ln \ \srv_, 1 t,1 \RI cKStondanls\ Ip lat\110\P<,n\coloomp. pen 07-DEC"2004 09•58 !--·+--+--- 2 3 4 5 6 PLAN: CAMINO DE LOS COCHES GRAPHIC SCALE 1''= 40' wO -JW :..J ,_ <( -u~ .... ,_ j I ) • -, -" L.""~+~1,-+~+ i =-+-=~,=!>"'"' I • 7 8 I 9 CURB DATA NO. DELTA OR BRG. RADIUS DJ l\=92" 18'08" [I] <'.\= 1 • 28' 42" [1] <'.\= 3• 01 '34" [I] l\= 82' 02' 07" ENGINEER OF WORK RICK ENGINEERING CO. 25.00' 150. 00' 159. 00' 25.00' DATE LENGTH REMARKS 40.27' 6" TYPE G C&G 3, 87' 6" TYPE G C&G 8.40' 6" TYPE G C&G 35. 79' 6" TYPE G C&G t;; ~ -:$ i 5 * ~;.i..~..-:'; * OF C~\.\~ BUILT'' ,b/a, P.L DATE REVIEIJED BY, .-z;;;, r.::.zm-~ INSPECTOR l---1-------1>-----------r------t---t--j--------, I SH6EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT LllJ ~~========::::::::==:::::::::::::=======-===~ JIS ·.i'UJLT a DA TE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL AS-BUILT IMPROVEMENT PLANS FOR: CAMINO DE LOS COCHES APPROVED ~olt LLOYD 8, HUBBS 11/"if f" 11' 1t7 C • ,i f'~,Y-1/ CITY ENGINEER t 238 EXPIRES 12-31-0 DATE DWN BY: CHKD BY:..:J..I.J{__ RVWD BY: ...J..Lg._ PROJECT NO, DRAWING NO, MS-02-08 417-1C 020S05 C, ~- 0,. (i) 0 ,1::1,. -..... -..... ..... I -("'\ . . t .. . . . ··! .............. , ....... . . . . . . . ~~~so ~ ~v= J. 13746 Ill. ~c~EN~~G~ 5620 Friars Road • San Diego, CA 92110-2596 • (619} 291-0707 • FAX (619) 291-4165 www.rickeng.com R, \O_ 1 3746\Pwb I le_ lmpro·vomsnts\3746 fp7. dgn \ \$rv _,-; c,1 \RI cK5tcndQrds\ Ip lo-tV7 O\Pen\001 comp. pen ◊7-0EC-2004 09• 5S I I I >OL rt""""0 •"' ' PARCEL 4 PLAN: WATER MAIN LINES E ST A 1+00.00 TO 3+53.25 B ST A 1+00.00 TO 2+84.20 40 20 0 40 80 120 ---- GRAPHIC SCALE 1"= 40' 1+00:00.'.. !NEl13> 3+53.25~UN E ·•· 90" ELBOW . / ! ", ""-••.o.M ' --·..c·t ..... . <X) 1-w w ::I: (/) w w (/) • NOTE• SU WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 0 N70" 30' 37"W 29.38' 8" PVC Cl 12) N81 • 08' 40"E 31. 40' 8" PVC Cl 13) N61.24'04"E 107.65' 8" PVC CL 14) N81 • 08' 48"E 84. 82' 8" PVC CL 15) N8'51'12"W 184. 20' 8" PVC CL ENGINEER OF WORK RICK ENGINEERING CO. 150 150 150 150 150 . • ,.._ .. ·•,,.•,er. ··t··fr:··· ::c .. ·······-'t····· =,o,' , mow=o ,-o ~, ~ l l ( ... tq,_ f:27878 3!11.!le ',<,,,,•,. __ .,_:-_' . :il)fESS/ "' It' < -... ~ No.C21678 Exp.3/31/06 "AS BUILT" I ~~ .. ~ /.u~t:rl ~ ~-1!>.t!-11/1/Pf, P.En/,,?I EXP. s./.tt/01 -;ATE RFACE IMPROVEMENTS PER DWG NO. 417-1D ROGER l. LL R.C.E. C27678 DATE REVIEl.'ED BY• EXP. 3/31/06 ~F-, .N/.ti!(f' INSPECTOR DTE I SH7ET I CITY OF CARLSBAD LUJ ENGINEERING DEPARTMENT 1 IMPROVEMENT PLANS FOR: WATERLINES E STA 1+00.00 TO STA 3+53.25 B STA 1-+00.00 TO STA 2+84.20 APPROVED . ........... LLOYD B. HUBBS ,IY .4. "''V ,~-11·-< {#~ .. ~ ,iJJ/jl CITY ENGINEER"'--2388 EXPIRES 12-31-05 ,_ATE I 1!! fl'-AS·Btl/LTS DWN BY: PROJECT NO. DRAWING NO. DAlE DAlE INITIAL DAlE INITIAL CHKD BY: J~B. MS-02-08 417-1 C REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: ,II 8 ENGINEER OF WORK AS-BUILT ...... 0 -..... ..... ...... I -() r- 1-w w :r: V) w w V) ............ ·······-···.;·3.::: ··-1 ........ , ......• . .. ·t ·+· -~-r3-=:fif:f_f+~:+- 1 2 3 // 0,~t l j ,,~~~ ''1 • -;:J-"'1· '"' ;, / r , k.'."-"'L. t/n i--j±i• ·· --··F-·--:::L:J I[ . ·r ,j:),f . .t,_;f f j-; 1 '"\'"-4-.. l cS' PARCEL ""•" , ••vo·~w. ~• •, ... r•··r •·~~t::•:~ ... •• :: .. :=:I~~:;?~;;~.: ;~~~=;;·*~~~~·• •0=•7'•0=•• ;\.-_, ·········!-=~:::::: ~ r· ..... ~ .. ·········?········· ·······~········· °"'-"'-='"'-"'"'"'"""""~~ 4 1 WATER DATA NO. DELTA OR BRG. RADIUS 1 N81" 08' 48"E 2 N57"22'44"E 3 N22" 29' 27"E 4 N32" 37' 1 G"W 5 NS" 51 '03"W \ \."'\'~_,F_,U,._,T.,.U,,,RE~R,.,,Ea,,CY~C=LaaEacD~W,,,A=T""E"'R""'M""A"'IN,,_ TO BE INSTALLED BY OTHERS \ ·,"\ :v-< :\ 1 /\ • 6+41.86~CAMINO DE LOS COCHES CONNECT 8" WATER MAIN TO EXIST. 12" WATER MAIN SEE NOTE 1 2"MAR /~1.5"RECLAIMED WATER SERVICE TO BE INSTALLED AT THE SAME TIME AS THE FUTURE RECYCLED W)I. TER MAIN ' ' EXIST. 12" ACP WATER MAIN PER DWG.N0.205-2D IC.' •. PARCEL LINE-..-1 },,:.:~··:".i \l / LENGTH 1 86. 00' 95. 79' 99. 49' 19. 02' 55.20' I l I '1 I '1 :I '1 I '1 I I I I I I 1 i I I i ! I I I i I I li\Li~' j' i I i I i I i i I ' • • . I. ) 1· ..... ,·.· ·i•·,···· ... •.·.• .J l / / l ! 1 1 i . i , : ! ! \ 1 · ! i 1 : 1 1 l i 1 -L t11 r, _J_ : LLJ~l--+c i •'=c"t--~-----__, . .:.:.:.:..... _____ · _,.,, ;:,,,,½-.,., •. ";r:;;;-~-;:;;z-'~"S.;,,~i;-,;=.,;,;.M,tjp~--;;;::l;'li-;t:;;;~-,,~, ~""'-" ;;r-~J:;:;;i,~~ . .::&~~---:f--b=,..•·,,, ... "•'""'-ii'"-·'-'~-:,,;;;t;:,;c-«'.,=,,w==-.•,s<--;;:;t::'.:'---li NOTE, SURFACE IMPROVEMENTS PER DWG NO. : • ••c>:; ~•••·•·• •• •••;,>-•••••"~ •:f. • •· •V ~ "''••-MM.,.,"f.• ,;./,,uH c awc'-'.~•Vo •,-.• • "'••••••• ....... /.-~-:,, ·.h• ·o,o,4',,o~N -="'-• ••• •••••• .. ••==--<>,•·· ··•···· •· ;, ................ 'c"••'°""'°'•••C··"•"'""•••••«--•••·•••O·o "<,•M-~""'*•• .... , • • .. >,M-,~---°' ',.-,---~>o,>' "".S·w_, .. . .--------------·-------------.. ----------------------------------___ _.;;.. ________ _. •----539.87' S57"24'58"W J. 13746 PLAN: WATER MAIN LINES F ST A 1+00.00 TO 4+81.28 C ST A 1+00.00 TO 1+ 73.54 REMARKS 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 417-1D ENGINEER OF WORK RICK ENGINEERING CO. INgPECTOR ,,,, CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT LJj_J IMPROVEMENT PLANS FOR: WATERLINES F STA 1+00.00 TO 4+81.28 C STA 1+00.00 TO 1+73.54 APPROVED --LLOYD 8. HUBBS A < r•~ 1.-.6,,.;-< ,;,b •L•"' --~~EN~G~~ 40 20 0 40 80 -- GRAPHIC SCALE 1''= 40' 120 NOTE 1: WET TAP EXISTING 12" AC PIPE USING ROMAC INDUSTRIAL SST TAPPING SLEEVE OR APPROVED EQUAL. COORDINATE WITH OMWD. • .• ,""=---..+-x-----------------1----1-----l----1-----l ~C~IT~Y::::;;EN~G=l=N=E!ffR==PE~~=88=9=E=XP=l=R=ES=1=2-=3=1=-~0=5=='=D=AT=E~ ... ~ _Ellfl /1\ AS-B!I/L rs r. "ci.l:lE INlllAL DWN BY: ---PROJECT NO. DRAWING NO. EN~NEEROFWORK REVISION DESCRIPTION 0:;AP;~:~ ~~:AP:~:~ 2~~g~~: j~~ MS-02-08 417-1C 5620 Friars Road • San Diego, CA 92110--2596 • (619) 291-0707 • FAX (619} 291-4165 www.rlckeng.com fl• \O_ 1 3746\PuD I ! c_ lmprovsments\3746! p8. d\)11 \ '.Sr•, _r I D1 \R ICl<.Standards\ Ip l<JtV1 O\Pan\C:Olcomp. pen 07-flEC-2004 0S•5S AS-BUILT 0 :E 00 (i) 0 .a:=. -..... -..... ..... I -() J. 13746 II. ~~EN~G~ 5620 Friars Rood • San Diego, CA 92110-2596 • (619} 291·0707 • FAX (619) 291--4165 www.rickeng.com R• \D_ 1 374'5\Pub I !c_l mprovements\37461 p9. d<;,ln \ \Srv _r I bt ,RI ckStcndor·ds\l p lotV10\Pen\cc I comp. pen 07-DEC-2004 09,59 2 4 PARCEL 4 SEE SHEET 1 PARCEL 2 1+00.00~LINE A= 141+19.30~RANCHO SANTA FE RD CONNECT 8" WATER MAIN TO EXIST. 12" A.G. WATER MAIN SEE NOTE 1 2" 8.0. PLAN: WATER MAIN LINES A ST A 1+00.00 TO 2+ 7 4.57 D ST A 1+12.52 TO 4+46.38 40 20 0 40 80 120 - -- - GRAPHIC SCALE 1''= 40' a.. <( (.) PARCEL 3 NOTE 11 WET TAP EXISTING 12" A.G. PIPE USING ROMAG INDUSTRIES SST TAPPING SLEEVE OR APPROVED EQUAL, COORDINATE WITH OMWD. -l--f-- ; ......... ,, ............ . _ ::'.'.::. _.•.;:O,j:::':"'.':"_ ~~'-4-"-«o•i\-•>wo~•~•f=;,<~".°'•o½-';;;;;,- =-c•-~'<•H<-»c mo, >.,,,,, "'""'-f"M" -····--'--····-····'······--·" ::i. :: ::: :: ,._, ·: ::::: ""'-"°"""""" ······1· " -·f···· ..•...•.... , •. ~ --··--·c .::r: , ......... +········e·-- ... , .... 1 2 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS G) N19" 29' 23"E 37.88' 8" PVC CL 150 [2] N8"51'20"W 128. 24' 8" PVC CL 150 3 N8'51'20"W 80. 19' 6" PVC CL 150 4 N81" 08' 48"E 68. 41 ' 8" PVC CL 150 5 NBO" 51 'OB"W 69. 21 ' 8" PVC CL 150 6 N74" 49' 57"W 36.95' 8" PVC CL 150 NOTE• SURFACE IMPROVEMENT PER DWG NO. 417-1D ENGINEER OF WORK "AS BUILT" RICK ENGINEERING CO. 'b.i.~ wJ,fe(, Q~t. 1'1/!11/!;()d. PEt,I, EXP. 3, I, 't:JI DATE , ROGER L /)ALL R.C.E. C27678 DATE REVIEIJED BY1 EXP. 3/31/06 ?Z:& ,~L"lf"' ., INSPECTOR • DA E I SHgET I CITY OF CARLSBAD LUJ ENGINEERING DEPARTMENT 1 IMPROVEMENT PLANS FOR: WATERLINES . A STA 1+00.00 TO 2+ 74.57 D STA 1+12.52 TO 4+46.30 APPROVED ~ LLOYD B. HUBBS 8'1' A.~~',~~•"-'"'~ ~ rm /1\ AS-B!l/lT. CITY ENGINEER PE 3889 PIRES 12 31 05 ATE OWN BY: F'ROJECT NO. DATE INlllAL DATE INITIAL DATE INITIAL JL.{2. DRAWING NO. REVISION DESCRIPTION CHKD BY: MS-02-08 417-1 C ENGINEER OF WORK OlliER APPROVAL CITY APPROVAL RVWD BY: JI.~ A5-BU/LT '° 2. .... .... '-ii I - POLE SCHEDULE STANDARD VEH SIG MTG NO. Type Sig M.A. Lum M.A. 0 26-4-80 40' 15' ® 1A © 19-3-80 25' 15' @ 1A ® 26-4-80 40' 15' ® 1A © 26-4-80 30' 40' ® 1A B. 15.0' 15.0' 7.0' 8.0' E. C. M.A. 14.0' 3.0' MAS IR, Y ,Gl MAS IRA, YA,GAl 3.0' 15.0' 3.0' MAS IR, Y ,G,GAI 3.0' 7,0' 3.0' MAS IR,Y,G! MAS IRA, Y A,GAI 3.0' 8.0' 3.0' MAS IR,Y,Gl MAS IR, Y,G,GAI 3.0' NOTE: ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. TRAFFIC SIGNAL GENERAL NOTES; POLE SV-1-T TV-1-T SV-2-TA TV-1-T sv-1-r TV-2-T SV-1-T TV-1-T 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT N0.6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A". L.E.O. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. LUMINAIRE AND I.I.S.N.S. SHALL HAVE TYPE IV P.E.C. 9. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 10. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISM A TIC , CUBE CORNER, REFLECTIVE SHEETING <DIAMOND GRADE OR EQUIV AL ENT I. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENIRl)RKING REMOVAL ANO TRAFFIC SIGNING SHOWN ON THESE PLANS. 12. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 14. ALL TRAFFIC STRIPING ANO MARKINGS WITHIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A 'LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 15. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 16. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 17. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 18. EXISTING "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALISI ARE OPERATIONAL OR DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 19. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNAUSi ARE OPERATIONAL OR DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENT A TION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT A TION BY A LICENSED LANO SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY. AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LANO SURVEYOR'S ACT. 21. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 22. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 23. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 24. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 25. ALL SAL VA GED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 3M "OPTICOM DETECTOR" APPROACHING VEHICLES MAST ARM ~ ONLY ~ DETECTOR ASSIGNMENTS CONDUCTOR SCHEDULE I PED SIGNAL MTG. SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T 0 04 06 06 08 02 08 02 PPB ARROW .. .. LPS LUMINAIRE 250 HPS 250 HPS 250 HPS 250 HPS REMARKS: INSTALL M.A. MOUNTED SIGN: R73-3 INST ALL I.S.N.S. "Calle Tlmlteo" 3 4 INSTALL M.A. MOUNTED SIGN: R61-32 INSTALL I.S.N.S. "Camino de Los Coches" INSTALL M.A. MOUNTED SIGN: R73-3 INSTALL I.S.N.S. "Calle Tfmlteo" 3 4 INSTALL M.A. MOUNTED SIGN: R61-5.1 INSTALL I.S.N.S. "Camino de Los Caches" NOTE; IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE 111 YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY! DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER. SP-1-T 04 .. TRANSFORMER ___ c A L L E TIMI TEO CONSTRUCTION NOTES; D169680 APPROX.SO' FROM OJ INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE CURB RETURN NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS! SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS ANO PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EOUALI. BATTERIES FOR THE UPS SHALL BE HOUSED IN A NEMA 3R 2" c .. 2•10, 1•8. ~ -~J Z"G (UGHTIN(;) 2""t;,JJ~e, , (51({,I/Al- 04 PPB 2 PPB 4 PPB 6 PPB 8 EVPE A 2, 5 EVPE B 4, 7 EVPE C 1, 6 EVPE D 3, 8 FLASHING OPERATION SHALL BE ALL RED 10' CROSSWALK ---, -- • z, •O QI -'<I'. w• 1-•w o• u•o:: 2' -1 WI c;l >1 I-: • w. • a• II, - -.. C __ l BCR ~---FACE OF CURB I12U I12U I13U I13L J12U J13U J12L J13L RA TEO CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CAL TRANS SPECIFICATIONS. ! POLE LOCATION DETAIL 8 ! ~;_,-.!,I N~~D-~E .,...,.....::L O S COCHES EXISTING PULL BOX REMOVE EXISTING \,..--~.-,A.--.. . ...;STREET LIGHT NOT TO SCALE I ECR I 4-SECTION HEAD 08 08 05 ,. ----------1 : 12: -. ''"!" __ , __ , ···~···· :~:~.!,~, ""=•-. . J<0 WALK· ·········· ,.,_ ---,-----•••• •••••• •• """'VW"'•' --~--.... , ... •• .. ,~ --•••• I • -t I 06 ' --·-------"' : 10: ' ' • ... I" ,. ----------, 06 06 2 ' . ' I 13: 230' TO X-WALK 4 • 9 • c±::::::.-:-.~. -~-::If";;;:;_;;: __ ;;:.,;;.~_;;:,,,,,,..;;;,..=,;;;,;;:, ;;;,=""""";;;:;x,~-=,,;;;:;. =d ~c:;;::;:;;;:;.:9::J..,,=-•<o~,==,....·"=·~~::_,,,, __ =,, • ·---------------------- 02 ·---.•.. . .... •-·-"~~ o• ~•• ~~••~••,.~••""" ,_.,., '' " ·-, ...•.• ,.:~ .• -,:s,·=MC.~;;.,;l.,-vF .. ~ •. :~· •. · ~ - -------; -~ =" -·-~~, ~ • • 4 , _____ _ ,--------• 5 f 3 "C., SIC TO TRAFPIC Ct:>NTP.D LL 6 p_ Ar RAAICJ-! D SANTA FE 12L)AO ~!..l.,J.;l.!ot.l:W.J.:!it.Nll.-N~0..1.T.1..,2S~C.!>.IO.!.!.!.rJ);.rrir~R'o:....,X. 650' i ro 4.) ® [fil INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V I.I.S.N.S. METERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. [l} INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EOUAU TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUMINAIRE MAST ARMS AND ALL WIRING ANO ANCILLARY EQUIPMENT. -.... ' • • ---., • , • , , • , ¾ -+-: 1=-~---1 ----------~~------------"' AMINO 06P .,,... --,,. 06 r-05 I \ 06P _J 01 <>---l> 08 06 -t;p! !0+ OR -~ 01r-\ 05 02 I <>---l> 04 _J Ol?P 02 TRAFFIC PHASE DIAGRAM .,,... --l> 02P STEADY DEMAND SEOUENC E (TI INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT !3M OPTICOM MODEL 711 OR APPROVED EQUAL!. CONTRACTOR SHALL FURNISH AND INST ALL E. V .P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL THIS SHEET. []} INSTALL MAST ARM-MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U". LOS COCHES VILLAGE SIGN TYPE AS NOTED ON PLAN. [fil INSTALL 2" CONDUIT AND PULL ROPE FROM PROPOSED TYPE Ill-BF SERVICE ENCLOSURE TO SDG&E SERVICE POINT !TRANSFORMER 0169680, APPROX. 50' FROM CURB RETURN) PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. ~ ONLY DECLARATION OF RESPONSIBLE CHARGE; I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE. AND THAT THE DESIGN IS CONS IS TENT WITH CURRENT ST AND ARDS. ~ -.."-' ""'"' ~ ~ ~ rt! I = l'lo. G-044146 Exp.6-30-05 * "" * ~Jl •IV11.~ <" O/: CAil, - T8-4&COM6 T8-5&COM6 T8-7&COM9 T8-8&COM9 T9-4&COM6 T9-7&COM9 T9-5&COM6 T9-8&COM9 COND SIZE THW CONDUIT RUN CONDUIT SIZE 3" 3" 3" 3" 3" 2-3" ---; ;o l> -n -n n '2 <:> z J> r- n )> CD r C7 CONDUCTORS/CABLE 12 LOCATION A LOCATION B LOCATION C LOCATION D -- - LOCATION E 1 1 LOCATION F l 1 LOCATION G 1 1 1 LOCATION H 1 1 1 TOTAL 5 5 4 EVPE 3 - 1 1 1 1 4 2 1 1 1 1 1 1 1 --, 1 1 ' 1 1--1111 --1 1 1 1 1 1 1 1 2 2 2 2 8 8 8 8 4 •s 120V SFTY LT SVC 3 2 •10 STREET NAME SIGN •s GROUND SIGNAL INTERCONNECT• COAXIAL VIDEO CABLE BELDON 828I0R EQUAL CAMERA POWER CABLE 3 2 1 1 1 t. I 3 2 3 2 1 16-3SO CABLE OR EQUAL 2 •8 2 •s 2 •e 1 1 1 2 z. 4 4 4 0 ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. •6-PAIR 20 GAUGE SIGNAL INTERCONNECT CABLE CAL TRANS SPEC. STAGECOACH PARK ENTRANCE I EX. TRANSFORMER APPROX. 398' TO "'ET URN E;>U6T. 3"C. l{t,W SIC TO f5/,G/'IAL cc,NT.ROL,L~R ATcAMtNO P6t.OS cqc:.flG'S Al./0 CAt-l/; ACE/Z.Vo ( AP'PRO,\i. /0-20 4-To,;,;) l.-==C.=i=::',;:~Sts2:"':::::::::===".::::====:'.'•'.:'••:::•• =• •=•·::C-•~·:::,•!..c'.•=.·,,,=o,,,:;_,.,v~o,,.,,,~.~ ,,-~o,w"w'" ow,ww", · ",.r--r::-i .. ,::,::-:i. • , ·,-0;-• •-• DE LOS COCHES WORK TO BE DONE; THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THI PLAN ANO: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS • 2. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 2002 OR LATEST REVISION THEREOF!. 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS !JULY 2002 OR LATEST REVISION THEREOF!. 4. FEDERAL HIGHWAY ADMINISTRATION IFHWAI MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.0.1 2003 EDITION AS AMENDED BY THE M.U.T.C.D. 2003 CALIFORNIA SUPPLEMENT. 5. ST AND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 12000 EDITION OR LATEST REVISION THEREOF). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS 12003 EDITION OR LATEST REVISION THEREOF!. "AS BUil T" K-: I< ··-11-1,<ifl P.E. '-ft./!/../~ EXP. 6.·1_o~o7 DATE REVIEWED BY• ~~ '7 ld'/;v/H INSPECTOR r-DAfE CTm CITY OF Lill CARLSBAD 0 ENGINEERING DEPARTMENT 1 AB-121 ASTRO MINI-BRAC OR EQUAL STAINLESS -'---STEEL BAND R61-32 R61 -5. 1 NO TURN I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK AND OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TRAFFIC SIGNAL PLAN FOR: . EVPE DETECTOR INSTALLATION J.13746 --~~EN~~~ 5620 Friars Road • San Diego, GA 92110-2596 • (619) 291-0107 • FAX {619) 291-4165 • www.rickeng.com R, \D~ 13746\Pl:b I le_ 1 mprovam,;nts\3746_s 11,snt. don \ \srv_r I b't \R l cl<Standords\ Ip I otV1 O\Pan\co I comp. pan 07-0EC-2004 09,59 MAST R73-3 ARM MOUNTED SIGNS 20 10 0 20 40 60 ---- GRAPHIC SCALE 1''=20' LICENSE • </¥/'(C, DATE €1<f'• ,-30-0S DATE INITIAL ENGINEER OF WORK CAMINO DE LOS COCHES AND CALLE TIMITEO APPROVED.JI ,e-LLOYD B. HUBBS lfY 4 <s,y-~~• •t l-1/-'~ CITY ENGINEER '-23889 !JIXPIRES 12 31 05 ATE /1\ AS-BUil Tei OWN BY: DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: J~ MS-02-08 417-1C OTHER APPROVAL CITY APPROVAL RVWD BY: ;:J Li::. AS-BUILT C ~ ... (i) 0 0 .i::. -_. -_. -..J I -0 LEGEND @ TRAFFIC SIGNAL RELOCATE ffiJ REMOVE AND SALVAGE ~ REMOVE BY GRINDING @3J B=BEGIN ,,a, STRIPING DETAIL E=END-Bu SIGN LOCATION ~ DELINEATOR TYPE ·F SIGN DETAIL NO. W44 EXISTING SIGN <R1>. PAVEMENT MARKINGS ~ !THERMOPLASTIC): TYPE IV ARROW " TYPE Ill ARROW --TYPE II ARROW ...e-. TYPE VI ARROW -STOP LEGEND ll~ PARKING STALL STREET CENTERLINE --- RIGHT-OF-WAY J.13746 11. 8:.~EN~EE~~ 5620 Friars Road • San Diego, CA 92110.2596 • (619) 291-0707 • FAX {619) 291-4165 • www.rickeng.oom R• \D_; 3 746\Pub 11 c_ 1 mprovernents\3146_stpsht. dgn \ \srv _r I b1 \R TcKSt<:indords\ Ip lotVl O\Pen\colcomp. pen ◊7-D(C-2CI04 10•00 W41 SIGNAL slGRl@),sQc200·> AHEAD '1:.:Y STRIPING AND SIGNING GENERAL NOTES IV 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. RL RS CW11CRt)) RELOCATE (W11(Rt) R26D/R81) 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION CFHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD> 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CAL TRANS STANDARD SPECIFICATIONS (2002 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. s§l@ E@,E@,E@,s§l@ 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING <HIGH INTENSITY OR EOUALI. 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. ~ TYPE IV STRIPING AND SIGNING GENERAL NOTES CONTINUED 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. l • I' \ ) \ \\ . 11 '. \ ' 40 20 @MATCH EXISTING, E GR@) 10' . ""''·······"· .. .Jr:••·11; :AL.lC,,:: ~:;:·.~:::.,.:::;::: "'°"'--'~ .·.•••:;=:::"::•··:•: •:::~:~L .. .c,2::'.. """ 0 PM e\ME @ 11' 11' ...... ,. ···~ ""''"""'"""'"'"""' '. ··~·' ~-~~·~· W W11( Tl E§l@,s@), s§!@) 40 80 120 11' .• ~ ,=,,)'c<n_,,,_,.,,<>'<'M""-"''IS'"""'"'"'~'~-~-~=~~="'-'"'='~' I · ENGINEER OF WORK 10' 15' . ········ ·· ·· SIDEWALK @.s§J@) @ BIKE LANE MATCH EXISTING STRIPING 325' TAPER \ SIGNING AND STRIPING SHOWN OUTSIDE RIGHT-OF-WAY IS PRIVATELY OWNED AND MAINTAINED. -i-~' f. '14 f llo,C--044148 &p,6-30-05 * RICK ENGINEERING CO. P.F i'(ti/f.D ""w.,o,a%'°">¾==x;,""'"" 12' ·. ···••=••··.1 , .... , """"""""'" "AS BUILT" I I I l/-l-o6 EXP. (,,-Jo-C>] DATE ---- - GRAPHIC SCALE 1''= 40' KAI E. RAMER R.C.E. 44146 DATE EXP. 6/30/05 REVIEWED BY: ,.;; If- INSPECTOR ~ CITY OF CARLSBAD ~ 1-----t--+-----------------+---+--t-----+----1 LJl_j ENGINEERING DEPARTMENT L1LJ ;:===::~==========-==~ t-----t------+------------------ii----+---+---+------1 SIGNING AND STRIPING PLANS FOR: RANCHO SANTA FE AND CAMINO DE LOS COCHES APPROVED ~ LLOYD 8. HUBBS IY 4 < c<"fU1' u,,;,=·c ·J W-'"/4'-I ~=====~====:~~=~~=~~~:======================~====~====~~====:====~ CITY ENGINEER f'EP'23889 t)(PIRES 12-31-oi 'DATE 4'5-BVILT DWN BY: ---PROJECT NO. DRAWING NO. o~~ AP;:~:~ ~: APP~~:~ ~~g ~~: ~r2 M S-0 2-0 8 4 1 7-1 C DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION AS-~UILT 020805 0 :E -(i) -0 .a:. ----...... I -()