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HomeMy WebLinkAboutDWG 451-7; CT 05-03; LINCOLN AND OAK MIXED USE; 01-041. 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 CONSTIRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTIL Y 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-" OR B~TTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS KEY RA TING 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 CONSTIRUCTED 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 TITILE 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-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 CONSTIRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTIED 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 IMMEDIA TIEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUGTIDN MEETING SHAI I BE HE/ □ AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY AUL REPRESENTATIVES RESPONSIBLE FOR CONSTIRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE Tl-IE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTIRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTIRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HDUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY 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/DR CONTIRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CDNTIRACTOR 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 SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TIRENCH OR TIRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TIRENCHES 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 ESTABI ISHEQ BY THE CONSTRUCTION SAFEJY ORDERS I/TILE 8 CALIFORNIA ADMINISTIRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTIRACTORS 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 CONSTIRUCTION, OPERATIONS WJI I CEASE IMMEDIAJfl Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTIHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTIED ON THE SITIE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR OPERATION OF TIRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED 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 CONTIRACTOR 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 THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTIRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTIENCE OF OTHER UTILITY FACILITIES OR STIRUCTURES 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 CONTIRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTIL Y AHEAD OF THE CONSTIRUCTION 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 CONTIRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTIRUCilON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STIREETS AND STORM DRAIN) "ciTY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) "SAN DIEGUITO WATER DISTRICT 'LEUCADIA WASTEWATER DISTIRICT 'VALLECITOS WATER DISTIRICT 'OLIVENHAIN WATER DISTIRICT 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 Ji.,al !41 20l1 -23'102114 P: \06-008 RLB L&O\xrefs\10004-GP01.dwg PLOT @ 1=1 1. ACTUAL STIRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TIESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATIE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STIRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STIREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLIES SHALL BE SHOWN ON THE "AS-BUIL i PLANS. NO DIRECT BURIAL STIREET LIGHT FOUNDATIONS WILL BE ALILOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTIRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STIREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STIREET AREAS AND REPLACED WITIH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALILED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTIRATIVE CODE. 6. STIREET TIREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STIREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 1. SEWER MAIN AND APPURTIENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATIEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS. CHAPTIER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTIENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTIRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TIHE DIVISION OF INDUSTIRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTIRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTIRICTS EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTIRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTIRICTS ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTIRUCTION BEGINS IN ANY PUBLIC RIGHT OF NAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. TIHE CONTIRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTIRUCTION. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTIRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATFST EDITION) VOLUMES 2 & 3. 2. TIHE CONTIRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTIRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATIE CONSTIRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTIRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTIRUCTION BEGINS. THE CONTIRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTIRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TIELEPHONE NO. (760)438-3891. 6. NO TREES OR STIRUCTURES 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 DISTIRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTIECTIED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTIRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. 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. 9. ALL POTABLIE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WA TIER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATIER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTIRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITIERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE TIHAT I AM TIHE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TIHE PROJECT AS DEFINED IN SECTION 6703 OF TIHE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TIHAT 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: CONWAY & ASSOCIATIES INC. ADDRESS: 2525 PIO PICO DRIVIE SUITE 102 CITY, STATE: CARLSBAD. CALIFORNIA 92008 TELEPHONE: (760) 753-1453 BY: _'----nr~~<...&~U=::t.....,.,<,~A--'-?/__~==-DATIE: 07-14-11 31, 2013 MICHAEL K. PASKO R.C.E. 41022 EXPIRES MARCH f E SS / 1-,SL K. p <., '1:--,,, .J' ~ t, Gt No. 41022 ~ PIRES 3-31-2013 "' /VIL SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STIRIPING. 2. ALL SIGNING, STIRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION), TIHE CAL TIRANS STANDARD PLANS AND SPECIFICATIONS (LATEST VERSION). THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STIR/PING IS SUBJECT TO THE APPROVAL OF THE TIRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE TIRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STIR/PING SHALL BE REFLECTIVE PER CAL TIRANS SPECIF/CATIONS. STIRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGN AGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LIMIT" AND STIREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STIREET IMPROVEMENTS. ALL STIREET STIRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTIRUCTION 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 TIRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTIRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTIL Y REMOVED BY THE CONTIRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTIRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATIED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE TIHERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PERFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE. 13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTIED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTIRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. SEE ADDITIONAL NOTES ON SHEET 2 INDEX OF SHEETS 1. TITILE SHEET 2. DETAILS & LEGEND 3. PUBLIC IMPROVEMENTS -OAK A VE 4. PUBLIC IMPROVEMENTS -LINCOLN ST CITY OF OCEANSIDE PACIFIC OCEAN 7a REFERENCE DRAWINGS 1. TENTATIVE MAP CT 05-03/RP 04-11/CDP 04-30 2. PROJ 74-32 DWG NO. 178-5 3. PROJ PD253 DWG NO. 259-5 4. PROJ 7-7 DWG NO. 101-9 5. PARCEL MAP 11077 (MS 510) 6. PROJ CT 04-18 DWG NO. 430-6A AND 430-6 7. DWG NO. 462-6 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CCS 83, 1991.35 EPOCH AS DETERMINED LOCALLY FROM CITY OF CARLSBAD FIRST ORDER SURVEY CONTIROL NETWORK STATIONS CLSB-130 & CLSB-131 PER RECORD OF SURVEY MAP 17271, IE N 35· 34' 59" W. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON TIHESE PLANS WAS GENERA TED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED IN APRIL 2003 BY CONWAY & ASSOC/A TES, INC. -DAN HOOPER PLS 7249. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 203 -260 -14 & 15 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 625 E 2002 . BENCH MARK DESCRIPTION: CITY OF CARLSBAD CONTROL PT NO 130 LOCATION: 2.5" DISC IN SE CORNER OF DRAINAGE BOX INLET AT NORTHEAST CORNER OF GRAND AVE & WASHINGTON ST RECORDED: ~R=OS~17~2~7~1 _____________ _ ELEVATION: ..:,4,.0.._91'-------DATUM: NGYD 1929 ----......... / ' /, CARLSBAD VILLAGE D},,. / :E " )> I 0 U) \ () I "' z )> "' \ I z AVE --j 0 z ( \ PINE AVE. U) :-, \ I \ Cl C: I )> z ;o () :'J 0 --- A/RA ~( PKY AVE \ "' r 0 " U) -------'-!. :-, CITY OF VISTA ..... r I z WALNUT ST. / U) :-, / LOCATION MAP ......_ __ _ THOS BROS PG 1/06 QUAD E-6 VICINITY MAP WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT TI-IE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. 3. 4. CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NO. DRB 302.303 & 304 DA TED 01 ?3~06 ·RESOLUTION NO. HRC 411 DATFO 03_28_06 AND 5. TI-IE STANDARD SPECIF/CATIONS FDR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GOE SOILS, INC. DATED 01/12/04 AND UPDATE LETTERS DATED 09/27/10 AND 02/11/11. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED _0~1/~2=3~/0~6 ___ _ 9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER AND RECLAIMED WATER. 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY CONWAY & ASSOC., INC. DATED 7/14/11 WDID NO. N/A (SITE < 1 AC.) 11. STORM WATER MANAGEMENT PLAN (S'IIMP) PREPARED BY CONWAY & ASSOCIATES, INC. DATED 7/14/11 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY PCC SIDEWALK PCC CROSS GUTTER AC PAVEMENT AC TIRENCH RESURFACING -TYPE D AC OVERLAY (1.5") G-7 G-12 !GS-25} PCC CURB & GUTTER -TYPE G G-2 SAWCUT EXIST AC CONNECT TO EXISTING CURB INLET NEW UTILITY SERVICES 6" SEWER SERVICE w / CLEAN OUT !S-7} 1" WATER SERVICE -DOMESTIC SERVICE (W-3) W/ 5/8" METER FOR EA UNIT 1• WATER SERVICE -RETAIL SERVICE W/ 5/8" METER (W-3) 1" WATER SERVICE -IRRIGATION SERVICE (W-3) W/ 5/8" METER 6" FIRE SERVICE w/ DCA 1" BACK FLOW PREVIENTOR (W-22) (W-20) ----1@ ~D~OM~---<@ . RETAIL -=LS'----1(1) ~ ~ 631 SF 1,194 SF 201 SF 973 SF 238 SF 4,283 SF 180 LF 508 LF EA 2 EA 6 EA 1 EA 1 EA EA 2 EA EXISTING UTILITY SERVICES ~ TO BE ABANDONED PER DISTRICT REQUIREMENTS 1" WATER SERVICE 4" SEWER SERVICE ---® ---® 2 EA 2 EA CITY OF ENCINITAS ALL STANDARD DRAWING REFERENCES PER SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE NOTED 1-w w ~ (/] --·~1-· --+ x4 ;;,rEit--U.'J:l PROJECT s'1TE -n :V ' z __J CD 0 SEWER LATERAL -NEW 0 z I/ ® WA TIER LATERAL -NEW ::J &-@ IRRIGATION LATERAL -NEW -<:' © FIRE LATERAL -NEW @ FIRE HYDRANT -EXISTING KEY MAP· [±]PLAN SHEET NUMBER SCALE 1" ~ 100' 11\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION { j INDICATES CITY OF CARLSBAD STANDARD DRAWING REFERENCE ( ) INDICATES CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING REFERENCE CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS ~n-.uf/i! NO. OF F.H.(S) 2 F.FLOW If«; G.P.M. OUT OF -1._F.H.(S) .. 3 ·:?.<'/-/<'/, BLDG. SPRINKLED~/ NO FIRE FLOW~G.P.M. RCE 4/o 2'."?. EXP. 3· 3/··/ ,;-· DATE l~E MA~f='fy-- REVIEWED BY: ~It r. l1ct11 l~C~-~~ 7 ·1-llf 1DATE DATE I SH1ET I CITY OF CARLSBAD I SH4TS I LAND DEVELOPMENT ENGINEERING IMPROVEMENT PLANS FOR: LINCOLN & OAK MIXED USE TITLE SHEET RP 04-11 /CDP 04-30 APPROVED~ )!7Jru !Jd! GLEN K. VAN PESKI /6{J.3/ti ,(, '1,/1 -' PE 41204 EXPIRES 3/31/13 , ... CITY ENGINEER DATE DWN BY: IEN I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITlAL CHKD BY: MKP CT 05-03 CITY APPROVAL RVWD BY: r:;; R 451-7 OTHER APPROVAL 102511 N -~ ,., ... "' "' "' -I ... ... ';;! ,., ... -00 0 ... "' 0 r::. .., u • '::1 ... ,i "" 0 u • .. -~ ,., "' V ... V -.s I ,., .. "' A r--"" --;. 0 "' ... r--V -A V V 0 A '-0 00 ,Cl .. 0 p. .... V V -I: V I'-< " "' '-00 ... V V .!cl .. A "' 's1 -~ u • "' c.J 0 0 p "' 0, >----< ..., u ~ (fl "" • <l.) .a 00 +-' ] co u ....... • c.J "' 0 0 -0 (fl V (fl ~ 1-1-::E ·~ <r: " "' • 0 " c<l V .e; ..... .i::,. ... .i::,. 01 >-, "' 0 I;"' co u -~ -..j ~ 0.. 0 p -~ p. 0 'O "' u 'O "' DRAWING LEGEND SYMBOL ABBREVIATION BW -----CL 0 co -----DOM • DS EL FF = 342.0 FF 0 PAD = 341.5 ------m::-:IIIILllll!::il!ill 0 0 □ ◊ -$- FG FL FS INV I.E. LS LW OH, 0/H PAD PL PLNTR RIM RW RW RW SB TOE TOP TW TYP UG, U/G WL DESCRIPTION FG AT EXPOSED BOTTOM OF WALL CENTER LINE CLEAN OUT DIRECTION OF DRAINAGE DOMESTIC DOWNSPOUT ELEVATION FINISHED FLOOR -TYP ON STRUCTURE SLAB FINISHED GRADE (TYPICALLY ON GROUND) FLOWLINE FINISHED SURFACE (TYP ON CONCRETE OR AC) FLOWLINE AT INLET GEOTECHNICAL BORING INVERT ELEVATION LANDSCAPE LIGHT WELL OVERHEAD PAD ELEVATION PROPERTY LINE PLANTER ELEVATION OF FINISHED INLET RETAINING WALL -THIS PLAN RETAINING WALL -EXISTING RETAINING WALL -PART OF STRUCTURE SETBACK LINE STORM DRAIN LINE STORM DRAIN INLET FG AT BOTTOM FG AT TOP TOP OF RW TYPICAL UNDERGROUND WATER LEVEL INDICATES A WORK TO BE DONE ITEM INDICATES A RETAINING WALL ELEVATION INDICATES A STORM DRAIN ITEM INDICATES PROPERTY LINE INFORMATION INDICATES A FLAT SURFACE INDICATES AN EL CHANGE EXISTING GRADE 1' CONTOUR EXISTING GRADE 5' CONTOUR FINISH GRADE 0.1' CONTOUR FINISH GRADE 1' CONTOUR FINISH GRADE 5' CONTOUR EXISTING GRADE PROPOSED GRADE TOP AND BOTTOM OF WALL ELEVATION WITH EXPOSED WALL HEIGHT INLET AND INVERT ELEVATION FOR STORM DRAIN SAWCUT LINE I ~ AT END OF NEW AC PER PLAN 12" 1.5" MIN COLD MILL I---MIN ----I & NEW AC OVERLAY NEW AC PVMT SECTION WHERE SPECIFIED ON DWGS 7ZL- --L---'-"---"--'--'---''--"-................ '---"--'--"-'--'---"--'-""----''-"---' DETAIL 1 EXISTING AC NO SCALE JOIN EXISTING PAVEMENT AT END OF WORK DETAIL 2 ~ V EXTEND 1.5" MIN COLD MILL & NEW AC OVERLAY TO STREET CENTERLINE SAWCUT LINE V WHERE SPECIFIED I -AC OVERLA y I NO SCALE JOIN EXISTING PAVEMENT AT STREET CL LINCOLN s· REET RIGHT OF W'\Y It P ~OJECT SITIE 51··--+-------------+-------------+------------+-------II------l----------!' .. - 5fl-.. --+--------------1--···------------!-------------.. -+-----·· .. ···· ............. l------t----------C .. I 4 1 0 9 47~--+----------+----'-----i-HGL @ j+--+---------,1--------------1--------1-----\ \ ..... HGL .. @-----... -47 ~.~ ~.51 ~ 46--1---~-············•=· .. ·····••l-----',-··~,,,_ __ ~,;:;;:"'::-i•· ~------!---~··=··· .. =··· = ....... = ...... = ...... ,.,, .. ======l=======~==:::i ............... --·------........... -.45 I ·ral·==='~:±::z~'==b,f--' \t---::~=--==r12~.~5~3•-~~1~2.,,",4H~D~P~E""S~D~@~0~.9~2~r.~,,P➔R~IV=A==TE~===5~==== EXIS;7· .... _ -~ -__ .. l~~~f:~t\~~~T-~G N~~u~iP~A~·~·A: ~~iiT TiE~" a:; ~=··· .. 44 __ ...j_ __ ..!_12~'-' .c:S~D _ ___:======1====1·:::·-::::::.,. __ ,.iSD ..... PI.PE. INTO. EXIST .VAUL T .. .WALLi-------+-----, .............. 1 ___ i:::; -, ..................... ________ 44 . ( ::: I-~" If) LO LL ~ co ..;j-• -q- 1 • E N w ~ +----'2 ..... Hg1~ =°i:~ci~lVAJE.-1-----~;!:=··•·I.. s•----i° ··········+-~-------·43 V100 = 1.63 FPS ~ a.. fl' <( ~--------j--------------t-------~01!'1------,, t----<~--------42 Cl:'. Ol a_ N ,.: □ □ □<D >-(/) U1 U1 cl. :::, 0 • > . "' N .. ~-~-~-·-~--"'1' □ -CL (/) '-' "N >-'-' ~ w "'~ I Cil ~ x □ ' ' "' w I w "' w a.. "' 0 00 -0 0 43--+----------- 42--+------------___uJ l+---+l'-l---------+-------------+--------1 .. --·--+ ............. t---------·-·41 ,'2 Q ....... 0 t.:!-~ ,cj 4•'e---+-----------.. + ... - . , ..... ... DETAIL 3 PROFILE ~ PRIVATE 12" STORM DRAIN Jul 14, 2011 -23102114 P: \06-008 RLB L&O\xrefs\l0004-CP01.dwg PLOT @ 1=1 '"'"'" "" ~ ---'-----·-------..J...-------------L----------'·40 ·, ..,. ii' NO SCALE NORTH ROW OAK AVENUE SOUT~ ROW ~ ----------------80' ____________ _:_ ___ _ ORIGINAL RIGHT-OF-WAY I '---------------70' ---------------' PROJECT RIGHT-OF-WAY AFTER STREET VACATION -SEE DOC 2003-0210328 --------40• -------~+-------30• _____ __.I~ 10· w VACATION 20' ----1----20' ___ _,__ 10' 7 STREET S REMOVE ~ SAWCUT EXISTING AC BERM i5 LINE NEW ACj(4" MIN) .. , _, ---20' --~-, i i----i-5.5' EXISTING y =r\__}- SIDEWALK EXISTING CURB & GUTTER (% Y,f!IE~ u ~ ~ES) _l%_ -~·:::fl~~ ... • --- OVERLAY, COLD MILL & MATCH NEW 5' WIDE PCC SIDEWALK PER PLAN NEW 6" TYPE G CURB & GUTTER EXISTING AC ON EXISTING AGGREGATE BASE AC PAVEMENT 1.5" COLD MILL & NEW AC NEW BASE (6" MIN) PER DET 2/SHT 2 NEW AC MINIMUM STRUCTURAL SECTION: OVERLAY TO CL PER DET 2/SHT 2 NEW AC PAVEMENT NOTE: 4" AC / 6" CL-II BASE / 12" NATIVE COMPACTED TO 95% RC ~ ACTUAL SECTION TO BE DETERMINED BY R-VALUE TESTING OF SUBGRADE APPLY DET 1 /SHT 2 AT ENO LOCATIONS OF NEW AC PAVEMENT SECTION EXISTING STREET SECTION NO SCALE OAK AVENUE ~ LOOKING EAST WEST ROW LINCOLN STREET EAST ROW ,__ ________________ 80' -------------'-----! ORIGINAL RIGHT-OF-WAY ,__ ______________ 70' -------------~-PROJECT RIGHT-OF-WAY AFTER STREET VACATION -SEE DOC 2003-0210328 --------40' 30' VARIES 20' 19'-20' w z 5.5' :::, 0: 5.5' le z w " ---- VARIES 10'-11' ' s I 10' TREET CATION VA ~ I REPLACE EXISTING IMPROVEMENTS PER PLAN ---EXISTINGJ ~ SIDEWALK l,.-~ EXISTING_/ CURB & GUTTER r:::= ~ == === 1.5" COLD MILL & NEW OVERLAY , r· -1 == ~ -\_ NEW SIDEWAL EXISTING EXISTING AC K EXISTING AC ON TO CL PER CURB & GUTTER AGGREGATE BASE DET 2/SHT 2 EXISTING STREET SECTION LINCOLN STREET ~ LOOKING NORTH ROW ,____ 19. 7 3' __ __, FACE BUILDING AT GROUND LEVEL 4. PROJECT SITE _JK DRIVE FS 3' 5' I I 6% \ ,,.. -i () •," <:,'. C, <:,,. C, 4: 11.92' 10' 5' "' 5' ....J :;i w Cl ....J (/) a.. u.. 0 "' u <( Cil 8'1. ~ 37. ~ - "'"' ":,'° <o'\c, <:,'l,·c, 4: w z ::J OAK ID AVE "' :::, u PERVIOUS CONCRETE SECTION -SEE DET 3/SHT 2 SUBORAIN -SEE DET 3/SHT 2 TRENCH DRAIN PROFILE OAK AVE DRIVE ENTRANC Underground Service Alert Call TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SECTION 4216 / 4217 OF THE GOVERNMENT CODE REQUIRES A SCALE: HORIZ 1"=10' E /1\ OATE INITIAL NO SCALE VERT 1"-5' DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ENGINEER OF WORK REVISION DESCRIPTION ALERT AT 1-800-227-2600. . I . NOTES CONTINUED FROM SHEET 1 PROJECT LEGAL DESCRIPTION PARCELS 1 & 2 OF PARCEL MAP NO. 11077, IN THE CITY OF CARLSBAD, , COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 10, 1981. PROJECT ADDRESS SE CORNER OF LINCOLN STREET AND OAK AVENUE: 325 OAK AVENUE (PARCEL 1) ; 3112 LINCOLN STREET (PARCEL 2) PROJECT APN 203-260-14 & 15 OWNER/ DEVELOPER LINCOLN & OAK LLC ATTN: RUSSELL BENNETT P.O. BOX 356 SOLANA BEACH, CA 92075 TEL: (760) 840-0364 ENGINEER OF WORK NOTE: PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE, THE ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT THE COST OF THE WORK. NOTES TO CONTRACTOR CONTRACTOR SHALL CAREFULLY REVIEW ALL EXISTING DRAWINGS, AND APPROVALS AS WELL AS THE ARCHITECT'S CURRENT AND APPROVED DRAWINGS BEFORE START OF WORK OR REL YING ON THIS PLAN IN ANY WAY. THE CONTRACTOR SHALL MEET WITH THE ARCHITECT AND ENGINEER TO RESOLVE ANY DISCREPANCY BETWEEN OTHER PLANS, APPROVALS OR THE ARCHITECT'S PLAN AND THIS DRAWING. SEE ARCHITECT'S PLAN FOR ALL ON-SITE DETAIL AND SETBACK INFORMATION. CONTRACTOR SHALL EMPLOY A LICENSED LAND SURVEYOR TO LOCATE THE PROPERTY LINES AND ARCHITECT'S SETBACKS BEFORE START OF WORK. CONTRACTOR SHALL LOCATE ALL UTILITIES (BY POTHOLE AND/OR UNDERGROUND ALERT) AND CONTACT ALL UTILITY AGENCIES PRIOR TO START OF WORK. CRITICAL POINTS OF CONNECTION SHALL BE POTHOLE PRIOR TO THE START OF ANY WORK. EXISTING UTILITY SIZE, TYPE AND LOCATIONS SHOWN HEREON ARE TAKEN FROM A SEARCH OF RECORDS MADE AVAILABLE DURING PLAN DEVELOPMENT AND OTHER INFORMATION FROM THIRD PARTIES AND MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR SHALL MEET WITH THE UTILITY AGENCIES, UPDATE ALL UTILITY INFORMATION AND CAREFULLY REVIEW THE SITE ANO PLANS FOR POSSIBLE CHANGES OR CONFLICTS. CONTRACTOR SHALL CONTACT THE ENGINEER OF WORK, PRIOR TO REL YING ON THESE PLANS FOR ANY REASON OR START OF WORK, AND SHALL OBTAIN THE ENGINEER-OF-WORK'S CURRENT WORK AND SAFETY GUIDELINES WHICH MAY: BE MORE RESTRICTIVE THAN THOSE SHOWN ON THESE PLANS; AFFECT THE WORK; AFFECT THE COST OF WORK. CONTRACTOR SHALL MAINTAIN TWO DUPLICATE SETS OF REDLINED AS-BUILT DRAWINGS FOR THIS PERMIT DRAWING SET. ONE REDLINED AS-BUILT DRAWING SET SHALL BE DELIVERED TO THE ENGINEER OF WORK FOR HIS USE IN PREPARING AS-BUILT DRAWINGS FOR THE CITY OF CARLSBAD, THE OTHER SET TO THE OWNER. CONTRACTOR SHALL NOTE ALL DEVIATIONS FROM THE WORK AND CONDITIONS DESCRIBED ON THESE DRAWINGS. SURVEY CONTROL NOTE: CONSTRUCTION CONTROL SHALL BE SET BY A LICENSED LAND SURVEYOR WHO SHALL, PRIOR TO THE START OF CONSTRUCTION, REVIEW ALL CONTROL AND CONSTRUCTION LAYOUT DATA SHOWN ON THIS PLAN AS WELL AS EXISTING FIELD CONNECTION POINTS AND ASSOCIATED RECORD DATA. DISCREPANCIES EXISTING AT THE TIME OF CONSTRUCTION, IF ANY, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK. IF ANY PROJECT BOUNDARY MONUMENTS SHOWN ON THE FINAL MAP ARE DISTURBED, MISSING OR DESTROYED PRIOR TO THE COMPLETION OF ALL WORK ASSOCIATED WITH THIS DRAWING'S PERMIT, THEY SHALL BE RESET AND CORNER RECORDS FILED WITH AND APPROVED BY THE COUNTY SURVEYOR AS APPROPRIATE. SAID APPROVED CORNER RECORDS SHALL BE SUBMITTED TO THE ENGINEER OF WORK AS PART OF THE CONTRACTOR'S AS-BUILT RECORD DRAWING SUBMITTAL. SEE NOTES TO CONTRACTOR ON SHEET 2. EXISTING IMPROVEMENTS NOTE: THE SIZE, TYPE AND LOCATIONS OF EXISTING IMPROVEMENTS AND UTILITIES ARE TAKEN FROM RECORD DRAWINGS AND MAY NOT REFLECT ACTUAL FIELD LOCATIONS. ALL UTILITIES SHALL BE FIELD LOCATED USING USA DIGALERT AND POTHOLING BY THE CONTRACTOR BEFORE THE START OF WORK. ALL CRITICAL POINTS OF CONNECTION SHALL BE CROSS CHECKED AND TIED OUT BY A LICENSED SURVEYOR BEFORE ANY LOCATIONS ARE RELIED UPON OR ANY WORK IS DONE. ARCHITECTURAL NOTE: ANY ARCHITECTURAL ELEMENTS SHOWN HEREON ARE NOT A PART OF THIS PLAN AND ARE SHOWN FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL INDEPENDENTLY LOCATE ALL ARCHITECTURAL ELEMENTS, ELEVATIONS, DIMENSIONS AND SETBACKS FROM THE APPROVED ARCHITECTURAL DRAWINGS. ~~~~~t ~ ' ~ ~c.,a·I -1J'+, ('-"AS BUil T" Yh ~ ,,,L _/ J:-' /t ;; No. 41022 ;';; .J-Z.4·/</-"" ,.,, °' EXPIRES 3-31-2013 "' RCE 4,/o Z 2 EXP . 3-~t_ -/f{'· ... J' lf-DATE ~ C/V\\. ~,-.; I'(" \)"' REVfWED B/2_ Op CA\.\~ ,/. 1J. J '-"?·l'i 11.& ~CTOR , ) DATE I SH2ET I CITY OF CARLSBAD I SHEETS I LAND DEVELOPMENT ENGINEERING 4 IMPROVEMENT PLANS FOR: LINCOLN & OAK MIXED USE DETAILS & LEGEND RP 04-11/CDP 04-30 APPROVED~ X ~ ~ GLEN K. VAN %SKI A U1 • Zrbt ,olt 7, II ... r . . CITY ENGINEER PE 41204 EXPIRES 3/31 /13 5ATE DWN BY: I I DRAWING NO. JEN PROJECT NO. OATE INITIAL DATE INITIAL CHKD BY: MKP OTHER APPROVAL CITY APPROVAL RVWD BY: 00/l. CT 05-03 451-7 I I "' -102511 -"' ..,. a, "' "' -I ..,. ..,. :;! "' ..,. -~ 0 ... "' 0 r--~ -0 • .!:J ~ " 0 u • s "' ... "' V ..,, V -.s I "' "' "' " , .. "' -,l 0 "' ... ,..... V -" V V "' "-.. " 0 ~ .A 0 " >. V V -~ " :i ,... "' "-.. ~ ... V V .s "' " "' ~ ·~ ·~ u • a, (..) 0 0 ~ ,,., 0, ......, ... u ~ "" fJl • (l) .a ,."l ......, ~ ro u C, • ,-< • (..) 0, :e 0 0 t\,) ~ C') fJl " 0 fJl ~ <G s -.i::,. "' .i::,. 01 • ~ " I;"' .~ ... ...i ~ A 0 ro 0 ·~ ~ 0.. 0 ~ ·~ 0.. 0 "' "' u "' O! EXISTING RETAIL SITE l11' 14 .7011 --1J:2J·116 P·\10-004 RlR l&O\:w:refs\10004-JP0.3.dwg PLOT~ 1=10 1 o· 1 1 5' 0 1 o· 20' ~1 '---I SCALE: 1"=10' CL STATIONING NOTE: ◊ 7+08.89 CL OAK = 2+ 74.44 CL LINCOLN 1 ON CITY DWG 101-9 2 LINCOLN STREET 3 STREET IMPROVEMENTS 4 CL OAK = o+oo 5 ON CITY DWG 430-6 CL OAK & CL LINCOLN = 1+00 ON llHIS DRAWING PROPOSED I TOP OF CURB I I I 2.64% , BOUNDARY DATA N 34' 01' 26" W 110.00' N 55' 55' 45" E 160,00' N 34" 01' 26" W 90.02' R=20' L= 31.40' f:,, = 89' 57' 11" N 55' 55' 45" E 140.02' ·~il111 ~•1 ' : ., -st _J "' cu,.B7F. "' ~ rle =\ 0 <D ,I) "' <D +u + ,;:. N F h68% N .... ---- "AS BUil T" ~-u.<'~/ RCE c/pl.?. EXP. 3-·$1-/5 REV fWED BY: /..1_),/7\. 3 "l.4··14 DATE DATE :3·- -2- 51- -0- 49· 48- 4 ON-SITE (PRIVATE) PROJECT FLATWORK, STAIRS AND WALL -NOT A PART -SEE DWG 451-7A & ARCHITECTURAL DWGS 5 24' WIDE DRIVE ENTRANCE PER SDRSD G-14B 6 CURB & GUTTER PER SDRSD G-2 7 PCC CROSS GUTTER PER SDRSD G-12, W=6'. MODIFY TO MATCH EXISTING PCC CROSS GUTTER NORTH OF CL OAK AND EXTEND TO EXISTING CURB & INLET AS SHOWN 8 PCC SIDEWALK PER SDRSD G-7 13 REMOVE EXISTING WATER LATERAL TO MAIN PER "EXISTING WATER LATERAL NOTES", BELOW 14 REMOVE EXISTING SEWER LATERAL TO MAIN PER DISTRICT STANDARDS 15 REMOVE EXISTING AC BERM 16 1 " LANDSCAPE SERVICE PER (W-3) 17 1 " BACKFLOW PREVENTOR PER (W-20) 18 6" FIRE SERVICE PER (W-22) MODIFIED: DELETE 4" PCC SLAB, PROVIDE 8"¢ x 16"-DEEP PIPE SUPPORT PIER ~ USE WET TAP CONNECTION w/ STAINLESS STEEL SLEEVE 19 PAINTED NOTICE ON EXISTING CURB INLET "STORM DRAIN ~ NO DUMPING" 20 REMOVE EXISTING GAS LATERAL PER SDG&E 21 SAWCUT EXISTING AC PAVEMENT 1' MIN FROM EP ~ TACK COAT & AC PAVEMENT PER {GS-12/ 22 COLD MILL AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL STREET SECllONS ON SHEET 2 23 PROTECT IN PLACE EXISTING IMPROVEMENTS AND/OR UTILITIES ~ CITY OF CARLSBAD I SHEETS I t---t---t-----------------t---+--+---+---l ~ LAND DEVELOPMENT ENGINEERING 4 r-----,r-----t---------------------,f----+--+---+----l /1\ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LINCOLN & OAK MIXED USE PUBLIC IMPROVEMENTS -OAK A VENUE RP 04-11/CDP 04-30 APPROVED: ,1,1 ~I . J -/J. ./ GLEN K. VAN PJ:SKI _ Pf'M /( 7/b ~ 10/22,/11 CITY.ENGINEER PE 41204 EXPIRES 3/31/13 DATE DWN BY: TEN CHKD BY: MKP RVWD BY: t'>f.i I PROJECT NO. I DRAWING NO. . CT 05-03 _ 451-7 N -1ozs·11 -,., ... a, N "' -I ... ... ';;! ,., ... -00 0 k "' 0 r-... -0 • k ~ ... " 0 u • .. . s ,., k "' V ... " -.:l I ,., .. "' " r-., --0 • "' k L " " " V "' '-" '" 0 k "' 0 p, ~ V V -s " E-< U1 '-00 k " V " -~ .. " "' 'i; -~ u . a, C.J 0 0 ~ N 0, >---< ..,, u " ,,j r.n • Q,) .a 00 +-' -crj 1. u . ,.., • C.l N 0 0 -r.n V r.n ... 0 ·s -<C U1 w ::E • c<l V 0 C) .e. k -+, ~ h A 0 ~ (11 crj 0 -~ ~ ~ p., 0 -..I q -~ p., 0 "' N u "' N Jd 1'1 ?011 I I I I I l J_ < -----__ , 0.4% - _J () " ,· ,--! 0 0 + - 11·2:5·5f1 P·\10 Q04 RL§ ~&O\xrefs\10Q04 IP03.dwg PLOT~ 1 to z _J 0 '"2 ::J «!'~ N ·¥-~ ;'!: st 0.67. ~ -- 1 o· "' -. "' (J) I -. If} Nci + o~ "' . -st 'l' ~ ~~ 0.37. ~~ I 5' o 1 o· 20· I SCALE: 1 "=1 o• CL STATIONING NOTE: 7+08.89 CL OAK = 2+ 74.44 CL LINCOLN ON CITY DWG 101-9 LINCOLN STREET STREET IMPROVEMENTS CL OAK = o+oo ON CITY DWG 430-6 CL OAK & CL LINCOLN = 1+00 ON TI-IIS DRAWING ◊ BOUNDARY DATA 1 2 3 4 5 N 34" 01' 26" W N 55" 55' 45" E N 34" 01' 26" W R=20' L= 31.40' N 55" 55' 45" E 110.00' 160.00' 90.02' 6 = 89" 57' 11" 140.02' 0 5=' (J) 52 OJ 0 st 51 "' + _J C "" . "" -49 <lrlw 0 WORK TO BE DONE 1 REMOVE EXISTING IMPROVEMENTS AS REQUIRED 4 ON-SITE (PRIVATE) PROJECT FLATWORK, STAIRS &: WALL -NOT A PART -SEE GP, DWG 451-7A & ARCHITECTURAL DWGS 5 24'-WIDE DRIVE ENTRANCE PER SDRSD G-14A 6 CURB & GUTTER PER SDRSD G-2 7 PCC CROSS GUTTER PER SDRSD G-12, W=6' ~ SEE SHT 3 8 PCC SIDEWALK PER SDRSD G-7 10 1" WATER SERVICE PER (W-3) 11 6" SEWER LATERAL w/ CLEANOUT PER {S-7l 14 REMOVE EXISTING SEWER LATERAL TO MAIN PER DISTRICT STANDARDS 20 REMOVE GAS SERVICE LATERAL PER SDG&E 21 SAWCUT EXISTING AC PAVEMENT 1' MIN FROM EP OR PCC GUTTER LIP ~ TACK COAT & AC PAVEMENT PER {GS-12j 22 COLD MILL AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL STREET SECTIONS ON SHEET 2 23 PROTECT IN PLACE EXISTING IMPROVEMENTS AND/OR UTILITIES 25 TRENCH RESURFACING AND TRENCH BACKFILL PER !GS-25l 28 RELOCATE POWER POLE ANCHOR GUY OUT OF SIDEWALK AREA PER SDG&E DRAWINGS ----------c----------e---- "AS BUil T" '-::>-,,11. d/<r; / 3--21 .. 11- RcE 41.oz 2'. EXP. 3, 31 ·:l.5 DA TE REVIEWED BY: ~V,~ ICTOR ~ DATE i-------1--+--------------jl-------l----l--l-__J ~ CITY OF CARLSBAD I SHEETS I LU LAND DEVELOPMENT ENGINEERING 4 r------r-----t----------------1----J---l------/-------l IMPROVEMENT PLANS FOR: /1\ DA IT INl11AL DA TE INITIAL DA IT INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LINCOLN & OAK MIXED USE PUBLIC IMPROVEMENTS -LINCOLN STREET RP 04 11/CDP 04 30 APPROVE~:,; '7 / _/} / GLEN K. VAN P.ESKI , & 1/11;, f-llb__ tdft.-i./Jt -· CIENGINEER PE 41204 EXPIRES 3/31113 DATE OWN BY: CHKD BY: RVWD BY: TEN MKP o,,A.. PROJECT NO. CT 05 03 DRAWING NO. 451 7 "' ~ 102511 ~ "' ... "' "' "' ~ I .. ... ';;I "' .. -" 0 .. "' 0 ~ +-' u ~ _/:l ~ " '"' 0 u • .,, s "' .. "' " .. " ~ s I "' .,, "' " ,.._ "' -~ 0 ~ "' .. ~ " " " '-' " --...._ " " 0 .. ... 0 "' .., " " ~ ~ " '" " rn --...._ " .. " " .s .,, " "' ~ -~ u . "' C.) 0 0 i::: "' "' ....... .. u ~ ,d' (fJ • Q) .0 ~ +-' -(,j ~ u .... • C.) "' 0 0 ~ C (fJ " (fJ ~ ~ ::E <!! s rn • 0 G) c<i " ~ .... ~ .... .. ~ 01 >, r:, 0 l;-1' co 0 . ... -.J ;::: "' 0 i::: -~ P-< 0 "' ru u "' "'