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HomeMy WebLinkAboutDWG 401-9E; CT 98-14; THOMPSON/TABATA- ALYSSUM CUL-DE-SAC; 01-03GENERAL NOTES 1 • ~;s c~~~ADs~~~iWi~~ 1t}koeJ:::~~/s'{~~v);f~~o~~Y sf/~~~N~~ THE CITY 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 DEv£LOPER 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 VAS 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 DA TE 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 DRAWlNG SHALL BE REVISED TO REFLECT AS-BUILT 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 WlTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WlLL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELID COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELID TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HEI D AT lliE SIJE PRIOR m 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 (760)438-3634 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING V.,LL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON llif DAY BEFORE llif INSPECTION IS NEEDED, INSPECTIONS WlLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWlSE. 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 ~HALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 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 CA YING 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 (5') 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 FSTARI ISHFD RY llif CONSTRUCTION SAEETY ORDERS 1111 f 8 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 SUBMIITTD TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WlTHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WII I CEASE IMMEDIAID Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WlLL NOT RESTART 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 UST 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 DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG ]-JE HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED \\1THOUT 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 0]-JER IJJll IJY EACJI IDES OR STRJJCTI IRES NOT SHOWN OR IN A I OCATION DIEEFRENT FROM TI-JAT SHOWN ON THE PLANS THE CONTRACTOR IS REQUIRED ID TAKE DUE PRECAI IIIONARY MEASI IRES TO PROJECT THE I l]l l]f5 SHOWN ON THE Pl ANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. l}JE CONTRACTOR SHAI I VERIFY THE I OCATION OF Al L EXISTING FACJI IJlES ( ABOVE GROUND AND UNDERGROUND ~ Wil:JIN THE. PRO,IECT Sllf SIIEEJCIEN] Y AHEAD OF THE CONSTRUCTIOIII TO ERMIT THE REVISIONS OF THE CONSTRUCTIOIII PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT Wl]-J 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 WlTH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (760)438-6200 PACIFIC BELL {760)489-3441 COX CABLE (760)438-5241 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)438-2980 CITY OF CARLSBAD MUNICIPAL WATER DISTRICT (SEWER.WATER & RECLAIMED WATER) (760)4-38-2722 BENCH MARK DESCRIPTION: -~5-=~5=.G~t=C=Al.=TRA=NS~ll[N~Cli~HAR~K~=~~~- LOCATION: __ ~N"Wl.=Y=SIIJ[Vl~~AIJ(=IO"~[t=Y=Of=W=t~Y ~51D"""[=Of==B""RIDGE~_ ABUTMENT AT Tttf 1-5 CE055NG Of PON5[TTJA RECORDED: --~1~9'fl~-------_ ELEVATION 103.7' DATUM: ~M~51~- STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESlS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMIITTD TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE • AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS 'MLL BE ALLOWED. ALL LUMINAIRES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE V.,TH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WlTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE ENGINEERING INSPECTOR. SEWER NOTES WORK THE CITY 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE \\1TH THE "CARLSBAD MUNICIPAL WATER DISTRIcrs SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWlNG AND SPECIFICATIONS", LATEST EDITION AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. (760] 438-3891) WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT; OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, II PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.(760] 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL 7. ALL REQAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. SHEET INDEX DESCRIPTION nnE SHEET/INDEX MAP LEGEND SECTION AND PROFILES IMPROVEMENT PLAN SHEET NUMBER 1 2 J "DECLARATION OF RESPONSIBLE CHARGE" I HlRl8Y DE.CLARE THAT I AM Tl IE [NGIN[[R OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SE.CTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNLllRSI AND IHAT TrlE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARI SBAD DOES NOT RELIEVE ME, AS ENCi NEER OF WORK, OF MY RlSPONSl8ILITIES FOR PROJECT DESIGN. f IR M: Rllf WN5Ll TING ADDRESS 14725 Al.TOH PARI\WAY CITY, STA TF: RI/lit:. CA 92~1B T[L[PIIONE: 94q-472-3505 CITY OF OCEANSIDE HIGHWAY 78 ~ -v"\,.\. PACIFIC OCEAN :_-.-_._ ~ ~~ A\/f. CITY OF ENCINITAS CITY OF VISTA BY lob--•,. -4_ ~ /·11-t>l T O 5 W l1TCHfil DA IT· VICINITY MAP R C.E. NO.: 5911~ REGISTRATION EXPIRATION DA TE: JUlt: 30. 2003 KEY MAP LEGEND TRACT BOUNDARY SHEET BOUNDARY IMPROVEMENT SHEET NUMBER LEGAL DESCRIPTION fil SAN DIEGO COUNTY THOMAS GUIDE PAGE 1127-B5 ---------- \ 1i·· ~" ~\ ('. % : a;\ . ca' · .. !:.'i ~ ', 1 o, , ,r. ': '. ~-.. , m --' -·-:::-:-,_ ~ .. :.,:~--~:_.tl'r;:7ftl~.::~riq4~·:, ;,/~',. --➔,'.:\ 1(---· ----· ----· ·:'t'-',,, , i'~~-. , o\ :z:\ ·: 1., '·•-i.. •. ',:I \\•: -•~ (( / 1/, ~-" __ ::::i:c..::::c_._"'-::-__ "' __ '" __ -F_:-,!}J!_;,~J~\:::===.=· .• _,::;;:: ... '.;'.'-=:·•· .•~~~· t·:=;J•, ~g4M,i,iij,~I\IE .' ': I( • --. -·••· ·••·---0 •=·.•,,. ,,L t ,, . _,-_ __,,--· ·:•, ___ ~\.~-. -.-·.,,_.:,,· ;, ' . . ' I, __ J -BA TIQUITOS DRIVE ' \ WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLL0\\1NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE OTY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. OTY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. 5. 8. 9. RESOLUTION NO. 5070 THROUGH 507e DATED __ ~1V~05~/=01~-- THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY~ __ Gr_OC_Olt~~~-__ _ ----~DATED 9/Vq6 + 3/IG/2001 THE SAN DIEGO AREA REGIONAL STANDARD DRAWlNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED 1V05/01 THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. THOMPSON RESIDENCE __ j__ -----,, n SAGEBRUSH ROAD . I I ' l PHASE 2 -__ . C/!Y~TAI.LI/IE /JRIV( ----•-~-· -· _ROf;E DB/VE I r--,-,-T' -I , ' I SNAPDRAGON LANE SOURCE OF TOPOGRAPHY 9. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERV.,SE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE ARMOCAST. /:It.ING A SUBDIVISION OF A PORTION THE NORTHEAST QUARTER OF Tl/[ NORI/TfAST QUARTER OF SECTION 28, TOWNSHIP 72 SOUTH, RANGE 4 W[ST, SAN ot.HNAIWINO MFR/DIAN ACCOR/NG TO US. GOVERNMENT SURVEY THEROF, PARTIALLY DESCRIVED AS PARCEL A IN CERTIFICATE OF COMPLIANCE RECORDED AUG()ST 6, 1997 AS DOCUMENT NO 97-0J9.344J Uf Orf/CIAL RECORDS IN TH£ OFf/CE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA. ~ KEY MAP TOPOGRAPHY SIIOWN ON Tl IESE PLANS WAS GE~ERA TfD BY 1'110T 0GRAM11[TRJC 19'17 6Y A5AN-LO AERIAL 51j!V[Y NGORl'ORATEll 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 12. THE TOP OF THE WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. NOTICE TO CONTRACTOR: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE IND/CA ltD WI IH /HtlR APPROXIMATE LOCATION AND EXTENT. THE OWNtR. /:IY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUMF I IAR/1_/TY AND TO HOLD UNDERSIGNED HARMLESS ,DR ANY DAMAGES RESULTING ,ROM Ti-![ EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT IND/CA TED ON Tl-!E PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR JS RECJUIHl:.D TO TAK£ DU£ PRE.CAUTIONARY MEASURES 70 /WOltCT THE UIJL/7/ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8[ Tl/[ CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LDCA TION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON Tl/JS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLtDGt /HtRE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAK[ DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON Tr/ESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON CR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTEC/EU. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WI TH IHE "OCCUPATIONAL SAFETY AND HEAL TH REGULATIONS" OF Tl/[ U.S. DEPARTMENT OF LABOR, AND WIT/-! TH£ STATE OF CAL!rORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFE TY ORDERS". --{ij,t/;,?_F:3!~,1.,:)$~,. ?\N· ii?:;,,<< ... ,'_. -R:, '('-"• ~· \ /:f;;t/'1.• "-';,-•>"'..Jl\ Ct) 0 1.~:.\ .;-\ ffi ~ No. C.'59116 '1--1 ~11 tc Exp. 6·30-Ql "'I * ~ ~ 91v11.. _ ,/''< OFcr,.:~0 REFERENCE DRAWINGS CT 8.3-2 DWG # 2.30-6 CT 98-14 DWG NO. 401-9B OWNER/DEVEIDPER: STANDARD PACIFIC HOMES 5750 FLEET STREET, SUITE 200 CARLSBAD, CA 92008 PHONE: (76~ 602-6800 FAX: (760) 02-6819 CONTACT: KA THY BAKER CARLSBAD MUNICIPAL WATER DISTRICT /4~••~'4-'~.f --&~~ ROBERT J.~CIK ,> DAT[ DEPUTY CJ TY ENGINEER R. C.E . .3.3698 8-30-06 CITY OF CARLSBAD FIRE DEPARTh1ENT REQUIREMENTS NO. OF r.11.(S)_l __ F.rLowJ§~G.P M OUT OF _O __ F.H.(S) BLDG. SPRINKLED YES,@ FfLOW_l~!!'!_G.P.M. Ji:-e . -J.,,,, I,?. /n,'it 1,/ARSI/AL I D~TE ----- ~. ( '\._\_P~R CT 83-2 , '\._~owe N0.230-6 TOPOGRAPHY SHOWN HEREON CONFORMS 10 NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION IHIS PROJlCT IS LOCATED WITHIN ASSESSORS PARCEL NUMO[R(S) 214-170-74 . 214-17D-7q THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 34?.000 E _1,.,.~wZZw.D,,,00"--------- P~EP ARTMENT _APPR •AS BU/Lr --r~ (SIGNEDJ . I I -1--:J1--o1 MICHAEL I. HOLZMILLER, P 'UR P.E. ,,,,,z.T3 EXP. ~1,¥,Y DATE ~ r.·-. ) REVIEWED BY: J \. /_._,ewt 10,!.111/<>_7. REr' ED BY: • -(PelNT NAME) INSPECTOR DATE SHEET CITY OF CARI.SBAD 1 sH3TS I 1 ENGINEERING DEPARTMENT --·- ,.,\'-· ., . •""' -·- ,., 3-o ~~ !~ la ~ :s ~:) IMPROVEMENT PLANS FOR: PLAN PREPARED BY: CARLSBAD TRACT 98-14 ,~ ~~ ~ I THE CIVIL [NG/N[[R SHALL NOT BE Ht.SPONS/1:/Lt IN ANY WAY FOR THE CONTRACTORS' AND SU/:ICON IRAClORS' COMPLIANCE WITH J ~ TIIE "OCCUPATIONAL SAFETY AND HEAL Tl-! REGULATIONS" OF THE U.S. DEPARcl{ENT OF LABOR OR )II/TH THE STA TF OF >-c;,. ~ PLANNINli ■ DESIGN ■ CONaTRUCTl □ N ''.AL YSSUM CUL-DE-SAC" 5050 AVENIDA ENCINAS, SUITE 260 APPROVED . LLOYD B. _HUBBS #f' CARLSBAD, CALIFORNIA 92008 - CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com - - ------,a,.~ "'. ~ ~~ . ,;,l,t_fl/,,, "J REVIEWED BY: CITY ENGINEPE239EXPIRES 12/31/05 DATE -1~4-~ DATE:/• 21---0'$ OWN BY: ALF I PROJECT NO. l1Rat1~9F DAlE INITIAL DAlE INITIAL DAlE INITIJ\L CHKD BY:. P, <,'.f THOMAS W. MITCHELL R.C.E # 59116 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVJ\L RVWD BY: CT 98-14 949 472 3505 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCTION SAFETY ORDERS". ~ ,;( <>~ CONTRACTOR FURTH[R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING Ji- T/-!E COURSE OF CONS/RUCTION OF /HIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PHO?tRTY, THAT THIS §1;,?; REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAi WORKING HOURS, ANO Tl-!A T TH£ CONTRACTOR /'i 1JJ SI/ALL DE,END, INDEMNIFY AND HOLD THE OWNER AND TH[ ENGINEER I/ARMLESS 11,0M ANY AND ALL LIABILITY, REA/_ OR -.: :::;E ALLEG'tD, IN CONNECTION WITH Tl-![ PERFORMANCE OF WORK ON THIS PROJt.Cl, EXCtPT FOR LIABILITY ARISING Ff/OM THE SOLE ~ !JJ NEGLIGENCE OF THE OWNER OR THE [NC/NEER. ~ ~ THE ESTIMATED OUANTITIES HEREON ARE ONLY FOR TH[ PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND RBF ~cc CONSULTING DOES NOT GUARANTEE Ti-!£ ACCURACY OF Tl-![ ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN ~ A_ ":""' QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THF IMPROVEMENTS COVERED BY THESE PLANS. ;::c < ----------------------------------------------------------------------------------------------------------------------------•~- \ ! ) DESCRIPTION BEGINNING OF CURVE IJEGINNING BACK OF WALK CATCH BASIN DOMESTIC WATER EXISTING FINISHED FLOOR ELEVATION Fl.NISH GRADE FLOWLINE Fl~ISHED SURF ACE GRADE IJREAK INVERT ?AD ELEVAflON PAVEMENT RECLAIMED WATER RIGHT OF WAY SLOPE= STD. DWG. NO. SAN DIEGO REGIONAL STD. DRAWINGS STORM DRAIN SANITARY SEW[R TOP OF CURB TOP OF FOOTING TRANSITION TYPICAL TOP OF WALL CONSTRUCTION NOTE SLOPE & DIRECTION OF FLOW POIN I Or COMPOUND CURVE POINT OF REVCRSE CURVE MFCHANICALLY STARLllFD t ARTH WATER SEWER STATIONING WATERLINE STATIONING POINT OF VERTICAL INTERSECTION BEGl.~NING OF VERTICAL CURVE END OF VERTICAL CURVE MIDDLE OF VERTICAL CURVE FIRE HYDRANT MANUAL AIR R[L[AS[ CUT CURB BENCH SYMBOL 3C IJEG. ]W CB 'OW EX. FF FG FL FS GB INV ~ PAV. RW R/W 5= SDRSD SD ss TC TF TRANS. TYP. IW CD 2% PCC PRC MSE w xxx.x J < x:xx.x > PVI ~vc EVC MOC FH MAR TOTAL CUT CURB RFNCH UNITS EA LF SF LF LF LF CONSTRUCT 6" TYPE "G" CURB & GUTTER AL YSSUM CUL-DE-SAC STREET SECTION INSTALL 4" AC rAVEMENT OVER 4" AC BASE COURSE (MIN) ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE TEST CONDUCTED PER SHEU NO fE # 1 -+ ' -·_i Lr .r . . ; NOT lb So\l.f (PROPOSED, PUBUC) PLAN PREPARED BY: L PLANNING ■ DESIGN ■ CCNSTRUCTION C □N SU LTING REVIEWED BY: 760.476.9193 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 • FAX 780.476.9198 • www.RBF.com lf-h ~ TH MAsw.MITCHELL 949-472-3505 DATE: /-Z/-OJ R.C.E # 59116 DATE INITIAL ENGINEER OF WORK IMPROVEMENTS LEGEND DESCRIPTION TRACT BOUNDARY LOT 1.:NE EX LOT LINE EX CURB & GUT'ER CONSTRUCT 6" TYPE "G" CURB AND GUTTER PREPARE SUBGRADE AND PAVE STREETS EX. AC CAP CONTRACTOR TO GRIND 0.15' fOR PLACEMcNT OF NEW CAP PAVEMENT EX 4" PCC SlnEWAI K CONSTRUCT 4" PCC SIDEWALK CONSTRUCT CONCRETE DRIVEWAY APPROACH EX STREET LIGHTS INSTAil ST. LIGHT (9,500 LUMENS) PLArF ST MONUM[NT EX PVC SEWER PIPE CONSTRUCT B" PVC SEWER P,PE CONSTRUCT 4" SEWER LATERAL FXISTING 4" S[W[R LAT[RAL CONSTRUCT STANDARD CONCRETE S[W[R MANI IOL[ CONSTRUCT WATER MAINS (B" -CLASS AS NOTCD) EX. WATER MAINS FX GA.ff VAL V[ ASS[M □L Y CONSTRUCT 1" MANUAL AIR RELEASE (MAR) EX DOMESTIC WA ITR SERVICE CONNECTION AND METCR CONSTRUCT 1" D. W. SERVICE CONNECTION R[MOVE EX BARRICADE (12') EX GRAVEL ACC[SS ROAD INSTALL DRIVEWAY EX. RETAINING WALL STREET STATION Tl IRUST □LOCK [X. TR[[ ADJUST EXISTING WATER METER TO GRADE ADJUST EXIST,NG VALVE TO GRADE ADJUST EXIST1NG SEWER MANHOLE TO GRADE ADJUST EXISTING SEWER CLEANOUT [X,[ND 3" PVC S.D. & OUTLET CURB FACE INSTALL POST AND CHAIN GATE CURB OUTLET DETAIL 'A" .---.-4 • DIA GAL V. PIPE 5/16• PROOF CHAIN (GALV.) LOCK 000 (PROVIDED BY CITY) -REFLECTOR PANEL \4-I -COMPACTED NATIVE BACKFILL -REMOVABLE POST PER SDRSD STD M-16 SDRSD/ CARLSBAD STD. DWG. NO. G-1 SECTION HEREON G-7 G-14, GS-12 E-1 E-1 M-10 CMWD S-5 CMWD S-7 CMWD S-1 CMWD W-5 CMWD W-3 M-9 M-16 D-27 / 4, / / SYMBOL i f o--(x & I o~----; -0 MH --■--- ~ 11 ► QTY 278 5856 1302 1,027 419 2 51 78 208 2 3 2 1 UNITS LF LF SF SF SF EA FA LF EA EA LF EA EA EA SF SF EA EA EA EA EA EA EA EA FILL PIPE WITH MORTOR . 1 ,j 4 ., 1/2" ZINC-PlATED EYE BOLT &-NUTS 4" DIA GAL V. PIPE ~2,, POST AND CHAIN GATE \€!,) NOT TO SCALE DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITV APPROVAL ,----------------------, ~SBU/Lr IMPROVEMENT PLAN FOR: CARLSBAD TRACT 98-14 "AL YSSUM CUL-DE-SAC" APPROVED LLYOYD B. HUBBS -di' /4 #I-~ J,,,H,~.,e.-••~( _____ .:z.l'-1/<? 3 CITY ENGINff:R PE 7Ba9 EXPIRES 12 31 05 DATE OWN BY: CHKD BY: RVWD BY: PROJECT NO. I DRAWING NO. CT 98-14 401-9E ~----------~ I ' \ ) ' Q I / I PROPOSED TRACT LINE JO' P.U.E. ---------[ PER FUTURE LOT LINE ADJUSTMENT ------------------=::-.<· 1 o+ 7s. 15 > ==D BEN0~22,5' i-) ~'( [_ ' I ' / ) L I \_,- ') 'I ,,~--\ ) ' (_ I / I I . . ~~ -. -. --' ' , Lor a PER er 33~2 AP#214~442~0B CONSTRUCT/ON NOTES EX • STAB~tZEQ --; • _. ,-' - C-ONsiRucnoN' EN TRANCE ---,_ > Pf?91FCTJ/v P/.Jl.9.€ ' . , I t 10+52.141 10 END SEWER LINE "A" FUTURE MANHOLE PER PHASE 1 IMPVS. ~~-{ 203,96 ---rs ~~ .. ,~ i-<:i ~e, 6, o'!i· -/NV,]GJ51 _ PROP. R/W ! j~--.-X MSE WALL PER _ DWG NO. 401-98 ,. - 201.8 TW (201.J FG) ./,' I / I I / hfi ;~!!, :_~_. __ ,,·,.· -,._' __ ,~~-~ ' '.''i\ ,-·,cf,! -< --' '·"" .,,., ;;,- :c~ 'GI tell Jii ·;1.i :"'l ( PROPOSED II'_ PER LOT LINE ADJUSTMENT \ \ \ EX HOUSE AP#214~44 2~ 07 ~ '?~o?--~ I.'. -~1y V I,) LOT 9 PER CT 83~2 AP#214~442~09 ~~ 'o~~<c) , ..,, --i-1 0 :i,.,~ ~:.:_..:,-·,:·· . ~,. -,.,. _;, •,'',"'- 198,0s.·• C· ' I • . :, '.: . '--~~-,_ --'r,' • · i''-1,;_ \.tI'.:c+.r· ·>:·C;"" .. / : \it> < -':\i" > ~ ~~ :\~ \ 9-<f,; e,'\ ~ 9 ~ ~ "' ~i-ofJ 0-~e, '?~ l>-6, '?~I,) (j~ '<\J «..Y i-~(j~ ~ \,~O'~vv ~i--~r:,~ ',~ '< ~rooi- 1 _,,,,,..--PROP. ( R/W I ~ EX AC PROTT::CT IN PLACE r' ._,,/ :,? GUTT£R &: SIDEWALK EX HOUSE ', AP#214~442~10 ? C CURB DATA TABLE 0 DEL TA/BEARING RADIUS LENGTH TANGENT A N54"J6'06"E --52.70' -- B 22977'13• 40.00' 160.07' ---~---- C 49·43•00· 75.00' 65.08' 34.75' CENTERLINE/CROWN DATA TABLE D DEL TA/BEARING RADIUS LENGTH TANGENT A N54'J6'06"E --84.13' -- B S35'23'54"E --20.0D' -- C 26'29'0J" 196.72' 90,9J' 46,29' SEWER DATA TABLE 0 [ DELTA/BEARING RADIUS LENGTH TANGENT REMARKS A N64'24'59"E --47.74' --8" PVC B AIR0"?7't:.1 "1u 4., c;n• --8• PVC ' WATER DATA TABLE () 1 DELTA/BEARING RADIUS LENGTH TANGENT REMARKS A N54"J7'01 "E --J5.92' --8" PVC B N68'02'09"E --J9,2J' --8" PVC C N89'27'51 "W 2.00' --8" PVC •AS BUILT" a EX TRANSFORMER ;j. . o, ;,; PROTT::CT IN PLACE~<;c. '?,0'?,JI PER DWG 'o. ~ @. INSTALL 4• PVC SEWER LATERAL PER CMWD S-7 O~ \~ . NO. 2J0-6 <" a.-.,-J· ADJUST ss MANHOLE TO F'/NISH SURFACE '!!o~c"-0\1.~ ",~ ~t ::&'.W# 1-1'1-07 10' 5' a' 10' 20' P.E.~R>.V EXP. tp(vd? DATE \!,:!/ \·" s,,· GRAPHIC SCALE: 11 = 10: . @ INSTALL 8" PVC C-900 CLASS 200 WATT::R MAIN I J J ~""' fJ/18,/~"7 ~':3 G) CONSTRUCT AC PAVEMENT OVER AB BASE (SECTION TO DETERMINED BY R-VALUE RESULTS) @ ADJUST EX VALVE TO FINISH SURFACE BENCH MARK IN DATE i(/) /"j\ CONSTRUCT 5• TYP£ G CURB&: GUTTER PER SDRSD STD DRAWING G-1 '16' CONNECT TO EX 3• PVC SD&: OUTLET CURB FACE PER STD PLAN D-27 DESCRIPTION: ----*-,5-'i"45:;,<·'1~C~AL~TAAN~S~C~EN~C11'-;;;M;,'\ARl(~~c-;;:.=-;c;:---I SHJEET IL_·~~:!=-~!~~-~~~-~~~~ I SHJEETS-] ~~ \V \/,:!/ LOCATION: __ _.H;,!'WL~Y~SID~f:s\WAU(~.;,ID,--' ~f:'-':c:LY;;-iOf~W,_:'L":Yaa:ff:',;;;5.0caf f:lll:ID;'f-"G£c_____ ;:/ -.I Q) CONSTRUCT 4• PCC SIDEWALK PER SDRSD STD DRAWING G-7 @ ADJUST EX WATT::R METT::R TO FINISH SURFACE AlllJTHOO AT TI1E 1-5 CR055NG Df PDH5HTIA ENGINEERING DEPARTMENT f <( RlCORDt:u: __ _£_19"95'------------c:---,----:-::::---------------+---+-------t-------t--, :i? , © CONSTRUCT DRNEWAY APPROACH PER SDRSO STD DRAWING G-14•, GS-12 @ INSTALL 1• WATT::R METT::R PER CMWD W-3 ELEVATION: 103.7, JATcM H51 IMPROVEMENT PLAN FOR: "-Cl) :;; :c: @ REMOVE EX BARRICADE UPON COMPLETION OF STREET l?g} INSTALL THRUST BLOCK PER CMWD W-15 &: W-19 PLAN PRCPARCD GY: CARLSBAD TRACT 98-14 [ <C PLANNIN6 ■ DESIGN ■ CONSTRUCTION E s A•C" ..J © CONSTRUCT DRNEWAY PERR VALUE RESULTS @ INSTALL BEND (ANGLE PER PLAN) 'J\L YSSUM CUL-O -~, !~ f'i' REMOVE EX a· SEWER CLEANOUT AS NECESSARY TO INSTALL NEW MANHOLE @ CONSTRUCT ,· MANUAL AIR RELfASE PER CMWD W-5 ,-,:;:, '11tcec sosoAveNiDAeNciNAs.suJTE,so APPROVED LLOYD 8 _ HUBBS_.,. -~-2 :Z: \!.,I \0 ■ ■ ■ u-, ~~ , ;:IIJJ @ INSTALL 8" PVC (SDR JS) PER CMWD S-5 @ EX AC CAP, CONTRACTOR TO GRIND 0.15' FOR PLACEMENT OF NEW CAP PAVEMENT. ~;:~.;~:lb CONSULTING 760,476.9193 • FAXc:~~;,;':''=.~:~= c""fi~TY~E<!!lill.G,.l;:'.,E::,;~~1!"PE~J,,!,,:2:'!!~~-:;;~. ,j'~Ell!:••pi!l~l:E:-::S...--c1-::-2--;::-31.--;::0c:-5 DATr ~~ @) ,z__ DATE /•2~0J DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY /l.5-1° Q:: @ CONSTRUCT STANDARD CONCRETT:: SEWER MANHOLE PER CMWD S-1 @ INSTALL POST AND CHAIN GATE P£R SDRSD STD PLAN M-16 REV~IE~Y-/~ OWN BY: ~~-PROJECT NO. I DRAWING NO. ~~ 10 STUB a· ss FOR FUTURE PHASE 1 IMPROVEMENTS CONNECTION @ PLACE sT. MONUMENT PER SDRSD M-10 -THO As w. MITCHELL ----R-_c-_E~#-"c-"g-,·---c,6~ ENGINEER oF woRK REVISION DESCRIPTION ornER APPROVAL ciTY APPROVAL Rvwo BY: ~_C_T_9_8_-_1_4_~ 401-9 f n. @ STUB 8" DW FOR FUTURE PHASE 1 IMPROVEMENTS CONNECTION 949-472-3505 '.;c :lE L ___ ,::~~-----------------------------~@~6L;1:Ns~r,:Af.L~s~r~.~Ll:~~T~P:6!R~s~D!R!~~s~ro~P:LA~N~E~-~,------------------~~~~~~~~~~~~~~~~~~~~~~~~;;;;;;;;;;;;;;;;;;;;; ________________________ ~ ____________________ .,.i_ \ ) I /