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HomeMy WebLinkAboutDWG 475-7; CT 05-18; SEASCAPE; 01-05I I i 1 1 GENERAL NOTES (CITY OF CARLSBAD) 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 LE:$SEN OR WNVE · ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTNN 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 OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTNNED 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 MNNTNNED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION, 11. WHERE 0TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (Bl LABORATORY WORK SHEETS AND (C) 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 REPORTCS) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12, A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE 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 CLERKC760-438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVNLABLE 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:QO 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/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MNNT NN J ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DET NL 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 (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 ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 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 SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, 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, REPNR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:0Q A.M. AND 6:◊0 P.M.EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. CA LIST OF CITY HOLIDAYS IS AVNLABLE AT THE ENGINEERING DEPARTMENT COUNTER.> '18. Al I OFF ·SITE HAUL ROUTES SHAl L 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 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 FACILIT!ES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVNLABLE 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} 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. 23. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E 1-800-660-7343 PACIFIC BELL 1-800-892-0123 TIME WARNER CABLE . (760) 438-7741 COX COMMUNICATIONS (760) 806-9806 CITY OF CARLSBAD(STREETS AND STORM DRNN) (760)434-2980 'CITY OF CARLSBAD<SEWER,WATER & RECLNMED WATER> (760)438-2722 • LEUCADIA WATER DISTRICT (760)753-0155 VALLECITOS WATER D~ST~~TAPPROPRIATE (760)744-0460 IN ACCORDANCE WITH THE CITY OF STORM DRNN STANDARDS ALL STORM DRNN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE ST ATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPi.JED SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ' ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2l 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 WILL BE ALLOWED. ALL LUMINNRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURF ACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHNR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION 6 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET 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 RE-ESTABLISHED, 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. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13'700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS. WATER NOTES 1,WATER AND RECYCLED WATER MNN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE " CITY OF CARLSBAD ENGINEERING STANDARDS" ( LATEST EDITION) VOLUMES 2 & 3 •. 2.BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTNNED 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. 3. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760) 438-3891. 4.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. 5. ALL BURIED COPPER PIPING AND APPURTENANCE 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 ALTERNATE FORM OF PROTECTION. 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 POTABLE WATER AND RECYVLED WATER SERVICES SHALL BE 1" AND ALL POT NBLE METERS SHALL BE 1 " (UNLESS OTHERWISE NOTED ON PLANS, 8. ALL METER BOXES SHALL BE 17"X30"X12" POLYMER CONCRETE, ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POT ABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET •. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MNNS AND RECYCLED WATER MNNS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MNNS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES 12.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 CERT NNTEED "VINYL-IRON" H.D. FOR C900. IMPROVEMENT PLANS FOR= SEASCAPE CARLSBAD TRACT CT 05-18 " [© I I I I 1oiloo ___ ,_01:=:===100 GRAPHIC SCALE 1"• 100' REFERENCE DRAWINGS r-------?;"'1 ---~ 0i ------ ·-·••11. -·t·•·······-··-··-··-~·-··-.lr ....... ----. ·~ . I ~~---~ I -· ... _ el /, \, I I Bl I ) I I ' I I I I I I I I 7 I 8 I I 9 I 10 14 ___ I _ .. ,, ___________ .J H SHEET INDEX LEGEND CKEY SHEET LIMITS ------- 1 DIRECTION OF FLOW --·- • BLACK RNL ROAD, PD 421 DWG 335-5 AVENA COURT EAST,CT-97-20,DWG 377-5 SURF CREST STREET, CT-99-10, DWG 401-5 SUBDIVISION BOUNDARY--- LOT NUMBER ---------·-- DOUBLE STREET NAME SIGN SEWER NOTES 1. SEWER MNN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING ST AND ARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEWERLINES AND APPURTENANCES,AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION GREEN BOOK. 2. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTNNED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICf'S ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. DEVELOPER: SEASCAPE DEVELOPMENTS LLC 6540 LUSK BL VD. SUITE C135 SAN DIEGO, CA 92121 858-658-9400 BENCH MARK DESCRIPTION: WELL MONUMENT MARKED L.S. 5669 AT LOCATION: INTERSECTION OF BLACK RNL RD. AND ~ MAP) ,----, [ ___ J 8 ♦ 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. MARTINGALE CT, 0 N w--~EGoL ~ I 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INST ALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2·INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENNT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULOR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFIRM TO ASTM D 1248, TYPE 1, CLASS C,. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPT ABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. TRAFFIC CONTROL NOTE IF THE NEED FOR TRAFFIC CONTROL BECOMES APPARENT AFTER THE ISSUANCE OF A PERMIT OR START OF WORK, THE INSPECTION SECTION MAY REQUIRE THE PREPARATION OF SUCH A PLAN. IF SUCH A DETERMINATION RECORDED: CLSB-046 ELEVATION: 342.747 DATUM:NGVD29 MAP NOTES TOT AL NUMBER OF LOTS --------15 RESIDENTIAL LOTS ---------------12 OPEN SPACE LOTS --------------2 STREET LOT -----------------------1 TOT AL ACREAGE -----------------5.02 AC. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN SAN DIEGO COUNTY CONTROL MONUMENTS ECR 0009 AND ECR 0011 BEING N30° 48'30"W, 2,611.05' GRID. SND BEARING AND THE BEARINGS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM, NAD83, ZONE 6. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SND SYSTEM. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLt>NS WAS GENERATED FROM A FIELD SURVEY ON OCTOBER 06, 2004 BY· AL TA CONSULT ANTS, SAN DIEGO. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. IS MADE BY THE INSPECTION SECTION, UPON NOTIFICATION OF THE SUPERINTENDENT OF THE JOB IN QUESTION, WORK IN THE RIGHTS OF WAY SHALL CEASE UNTIL SUCH TIME AS TRAFFIC CONTROL PLANS HAVE BEEN APPROVED BY, CARLSBAD TRAFFIC ENGINEERING. DECLARATION OF RESPONSIBLE CHARGE IMPORTANT NOTICE SECTION 4216/ 4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 !HEREBY DECLARE THAT 1AM 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. !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 THE PROJECT DESIGN. ~i()rESS/ o, ~ ~ V, - OR. ;'f-? p.LOMAR 1>,\RPORT RD, ~~~ \-\-_.BLACK ROAD GA RO BATIQUITOS lAGOO COST ,i AVE VICINITY MAP NOT TO SCALE J 1269 PROJECT LOCATION TWO WORKING DAYS BEFORE YOU DIG R. BHATli<'" R.C.E. 051348 "" "-" No. 51348 rri '=:! !:!:! CIVCOM & ASSOCIATES 6540 Lusk Blvd. Suite Cl35 San Diego, Callfornla 92121 (858) 658-9400 Fax: (858) 658-9420 THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL N;IMBER<Sl APN.: 215-040-09 & 11 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 1978-6240 CIVCOM & ASSOCIATES 6540 LUSK BLVD. SUITE C135 SAN DIEGO, CALIFORNIA 92121 REGISTRATION EXPIRATION DATE: 6-30-18 -Exp.6-30·18 ~ * DATE OF Cfl\.\' i : ,I II WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH fH FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 6502 DATED 11-05-2008 E 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN EOO K). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES DATED S EPT. 29, 2004. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND PS MAY BE MODIFED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED )B-12-2010 IMPROVEMENTS DWG. NO. SYMBOL SUBDIVISION BOUNDARY----------·---------------------------- LOT LINE -------------------·------------------------------- LOT NUMBER------------------------------------------------- TYPE "G" CURB AND GUTTER (PUBLIC)-----G2---------------- ROLLED CURB & GUTTER (PVT.> ---SEE DETNL SHEET 2------ AC DIKE <TYPE Al ------------------G5•n-------------------- PCC SIDEWALK (PUBLIC) --------------G7---------------------- PCC SIDEWALK (PRIVATE) --------·-----G7--------------------- CONCRETE DRIVEWAY----------------G-14A--------------------- PEDESTRIAN RAMP ------------------G27 TYPE A---·---------- CROSS GUTTERn --------------------GS9&10---·-------------- TRENCH RESTORATION ------•-------GS25/26• --------------- PREPARATION OF SUB-GRADE AND AC PAVEMENT-------------- STREET SURVEY MONUMENT ---0----M10 -------------------- STREET LIGHT'. ---5500 LUMEN-40 WATT----E-1•n/GS-21•------ DOUBLE STREET NAME SIGN --------------------------------- STOP SIGN WI DOUBLE STREET NAME SIGN ------------------ REMOVE BARRICADE -------------------M-9--------------------- PUBLIC WATER SYSTEM " 8" PVC WATER LINE-------------------W-2 ----------------- 8" GATE VALVE---------------W13, W16 ---------------------- .......... u ... 1 7 =Et,- ~ ) ~ W/.071 6 o--ti ♦ p o-'-o --W-- --0- QUANTITY 1018 LF 617 LF 42 LF 5090 SF 3085 SF 370 SF 4 EA 1013 SF 215 LF 25,840 SF 4 EA 2 EA 1 EA 1 EA 36 LF 836 LF 6 EA 1" WATER SERVICE,-----------------W-3 --------------------- 2" IRRIGATION WATER SERVICE ----------W4 ----------------- 2" BLOW OFF ASSEMBLY ----------------W-6----------------- 2" AIR VACUUM VALVE -------------------W-7----------------- ENDCAP ASSEMBLY --------------------W15 ---·-------------- THRUST BLOCKS -------------------------W15, W19------------- FIRE HYDRANTS -------------------------W-12, W-13------------- PUBLIC SEWER SYSTEM ~ IRR 12 EA 1 EA 8" PVC -·----------------------------S-5--------------------- I • A.,. >---,□ ---~ <l -0-- 3 EA 1 EA 1 EA 2 EA 2 EA 580 LF 3 EA SEWER ACCESSHOLE ------------------S-1•--------------------- 4" PVC SERVICE LATERAL--------~---S-7•--------------------- PUBLIC STORM DRNN ---1@ 12 EA STORM DRNN -------------------0 ---D-60-------------------- CURB INLET TYPE B-1----------------D-2•n------------------ CLEANOUT --------------------------D-9-·----------------·--- CURB OUTLET ---------------------D-25--------------------- PRIV ATE STORM DRNN FIL TERRA INLET (PRIVATE) ----------4'X4'--------------------- ... [Q] 61 LF 1 EA 1 EA 2 EA 4 EA ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS NOTED OTHERWISE (SDRS DJ • CITY OF CARLSBAD STANDARDS " CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS '" SDRSD AS PER CARLSBAD MODIFICATIONS POST CONSTRUCTION BMP TABLE STORMWATER REQUIRE'AENTS THAT APPLY LJ STANDARD STORMWATER REQUIREMENTS [X] PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMO D YES (SEE SWMP FCR DOC DIFICATIONS. UMENTATION> TYPE DESCRIPTION BF-3 F1, F2, F3 & F4 OWNERSHIP PVT. [JaNO MNNTNNANCE AGREEMENT BMP MNNT.AGREEMENT & CC&R SHEET NO. 3 & 4 M F AINTENANCE REQUENCY AN NUAL CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS 11 AS BUil T1 I NO. OF F.H. F .FLOW GPM OUT OF F.H.(Sl --~· 1-27-2.0 BLOG. SPRINKLED YES/NO .. ,F .FLOW GPM RCE s 134 B EXP. 6-..3°·2.0 DATE FIRE MARSHAL DATE ~V'-C...---' INSPECTOR ~/1/u-iP [ DATE SHEET 1 CITY OF CARLSBA D I SHE:Ts I ENGINEERING DEPNRTM~NT IMPROVEMENT PLANS FOR: SEASCAP E S. GEL~ERT I 12•?,o ·Z.On -16 8 DATE RAWING NO. 475-7 ' ' -- I ' ' : • ' ' >. •·' ' ' _,, ' ---------- 122816 0 ::0 ~ -2 ti] 2 C s: CJ m :0 0 ::0 ~ 2 ti] 2 C s: OJ m ::0 SAN DIEGO GAS & ELECTRIC PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS J 1269 PERMISSION IS HEREBY GRANTED TO SEASCAPE DEVELOPMENTS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY CPERMITTEEl TO GRADE AND CONSTRUCT IMPROVEMENTS AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS 8' ELECTRIC COMPANY'S EASEMENT(S_ SUBJECT TO THE FOLLOWING CONDITIONS: 1.SUBMITT ALS: 1.1 PERMITTEE AGREES TO SUPPLY SDG8'E WITH 'AS BUILT' GRADING, IMPROVEMENT AND PROFILE PLANS TO SDG8'E SPECIFICATIONS, IF REQUESTED. 1.2 PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN PRIOR TO BLASTING, IF BLASTING IS REQUIRED. 2. PRE-CONSTRUCTION MEETING: SDG8'E'S LAND MANAGEMENT REPRESENTATIVE CLMRl MUST BE INVITED WITH AT LEAST THREE (3) WORKING DAYS PRIOR NOTICE, 3. GRADING: 3.1 AT LEAST TWENTY-FOUR (24) HOURS NOTICE MUST BE GIVEN TO SDG8<E'S LMR BEFORE ST ART OF WORK. 3.2 FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WRITING BY SDG8'E LMR. 3.3 PERMITTEE IS RESPONSIBLE TO CALL DIG ALERT AT 811 FOR ALL UNDERGROUND MARK-OUT LOCATIONS. 3.4 CLEARANCE OF (35) FEET MINIMUM BETWEEN THE SDG8<E ELECTRIC TRANSMISSION WIRES AND THE NATURAL GROUND SHALL BE MAINTAINED ON ANY GIVEN DAY, NOTING LINE SAGS VARY DEPENDING ON AMBIENT TEMPERATURE AND LINE CURRENT. ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO OSHA, CAL-OSHA, ANSl,NIOSH AND NEC FOR CLEARANCES WHEN WORKING AROUND ENERGIZED ELECTRICAL FACILITIES MUST BE MAINTAINED. 3.5 NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD PQLE STRUCTURE OR ANCHOR, WITHIN FIFTEEN (15) FEET OF MUL Tl-WOOD POLES, WITHIN TWENTY (20) FEET OF STEEL LATTICE TOWERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. 3.6 SDG8<E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 4. SPECIAL CONDITIONS: 5. EROSION CONTROL: 5.1 ALL DISTURBED AND CREATED SLOPES, WITHIN THE SDG8'E TRANSMISSION EASEMENT, SHALL BE HYDRO-SEEDED OR · PLANTED BY PERMITTEE WITH AN SDG8'E APPROVED MIX. 5.2 ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF SDG8<E ACCESS ROADS. 6. STORAGE: THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SDG8'E FEE OWNED PROPERTY. 7. ACCESS: 7 .1. ACCESS TO ALL SDGS.E FACILITIES SHALL BE MAINTAINED AT ALL TIMES. ALL COSTS ASSOCIATED WITH RESTORATION OF ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY PERMITTEE. 7.2 ALL GATES SHALL PROVIDE FOR SOGS.E. ACCESS BY PADLOCK, LOCK-BOX OR KEYED BYPASS BOTH DURING AND UPON COMPLETION OF CONSTRUCTION. LOCATION AND CONSTRUCTION OF GATES TO BE APPROVED BY SDGS.E LMR. 8. OUTSTANDING AGREEMENTS: PERMITTEE AGREES TO PAY FOR, SIGN ANO/OR HAVE SIGNED ALL CONSENT AGREEMENTS,CONSENT TO USE LAND AGREEMENTS AND/OR JOINT USE AGREEMENTS BETWEEN SDGS.E AND OWNER OR PUBLIC AGENCIES WHO ENCROACH UPON THE SDG8<E EASEMENTS. SAID AGREEMENTS WILL BE SUBJECT TO REVOCABILITY CLAUSE AS ST ATl;;D IN THE CALIFORNIA PUBLIC UTILITIES COMMISSION GENERAL ORDER 69-C AS SHOWN ON WEB SITE: http:/ /www.cpuc.ca.gov/PUBLISHED/Graphics/645.PDF 9, INDEMNIFICATION: 9.1 PERMITTEE AGREES TO ASSUME ALL RISK OF LOSS, DAMAGE TO PROPERTY AND/OR INJURY AND/OR DEATH TO PERSONS, AND TO INDEMNIFY AIND HOLD SDG8<E HARMLESS FROM ANY AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. 9.2. SDGB<E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, DRAINAGE AND/OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES AND EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDGS.E. 10. TERME AND CONDITIONS: THE TERMS ANO CONDITIONS OF THIS APPROVAL SHALL BENEFIT AND BIND PERMITTEE ITS SUCCESSORS, ASSIGNS, AGENTS OR CONTRACTORS. 11. CONTACT : COLLEEN FINO, 858-637-7989. SIGNING & STRIPING NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO ANY CHANGES IN THE FIELD. 5. ALL SIGNING STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. . 6. 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. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRCTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CAL TRANS STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE Fll;:LO LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO MUTCO AND SAN DIEGO REGIONAL ST ANARO DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA STANDARD HIGHWAY SIGNS (LATEST VERSION) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 17. EXIST'ING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED ANO INST ALLEO BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN 19. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON STREET WITH SPEED LIMIT OF 25 MPH OR LESS SHALL BE 4" UPPER CASE AND 3" LOWER CASE. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6" UPPER-CASE ANO 4.5" LOWER-CASE. LETTERING FONT SHALL BE CLEARVIEW. SUPPLEMENT AL LETTERING SUCH AS SUFFIXES, BLOCK NUMBERS AND DIRECTIONAL ARROWS SHALL BE AT LEAST 3" HIGH. STREET NAME SIGNS FOR PUBLIC STREETS SHALL HAVE WHITE LETTERING ON GREEN BACKGROUND. STREET NAME SIGNS FOR PRIVATE STREETS SHALL HAVE BLACK LETTERING ON A WHITE BACKGROUND. 20. ALL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION 04956 ANO SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAU UNLESS OTHERWISE SPECIFIED. Rl-1 "STOP", Rl-2 "YIELD", R2-1 "SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING CDIAMOND GRADE VIP OR EQUAL). ' PRIVATE SEWER LATERAL TABLE LOT !NV.EL. DROP LENGTH INV.EL TOP DEPTH STATION TO IN SLOPE CURB STATION BELOW NO. AT MAIN tl!MAIN MAIN FEET tl!P .L (1/.) EL tl! ROW. T.C .. 1 0+50 32.0·25 1.20' 30' 322.8 5.5 328.3 0+50 5.5' 2 0•88 32.2'87 1.20' 28' 324.5 1-·5 330.02 0+88 5.5' 3 1+60 32-7·8~ 1.20' 32' 329.9 3·6. 335.41 1+63 5.5' 4 2+11 33\•57 1.2D' 37' 335.3 1·9 340.78 2+14 5.5' 5 2+64 335·02. 1.20' 40' 339.4 €i •'1 344.9 2+64 5.5' 6 2+77 338·1~ D' 49' 340.7 6·1/ 346.0 3+12 5.3' 7 1•83 321·1/3 1.20' 20' 332.2 g ·'I 337.71 1•83 5.5' 8 1+13 32l/·60 1.20' 26' 326.1 2.·0 331.58 1+13 5.5' 9 0+65 321·2-'I 1.20' 24' 323.4 5•0 328.89 0+65 5.5' 10 0+64 348.00 1.20' 28' 349.9 3.4 355.38 0+64 5.5' 11 0•72 347.94 1.20' 28' 349.7 3.1 355.24 0+72 5.5' 12 1+48 34 7.14 1.20' 28' 349.0 3.2 354.46 1+48 5.5' SAN DIEGO LECTRIC COMPANY ENGINEER OF WORK CIVCOM & ASSOCIATES 6540 Lusk Blvd. Suite Cl35 COLLEEN FINO DATE R. BHATIA R.C.E. 051348 DATE San Diego, Callfoi-nla 92121 (858) 658-9400 Fax: (858) 658-9420 LAND MANAGEMENT REPRESENTATIVE VALID FOR 18 MONTHS FROM DATE OF SIGNATURE REGISTRATION EXPIRATION DATE: 6-30-18 SPECIAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QLESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 505-8800 AND THE CITY INSPECTOR. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND AIDJACENT PROPERTY FROM ANY EROSION ANO SILTATION THAT RESULT FROM CONTRACTOR'S OPERATIONS BY APPROPRIATE MEANS (SANO BAGS, HAY BALES, TEMPORARY OESIL TING BASIN, SILT FENCES, DIKES, SHORING, ETC.l UNTIL SUCH TIME THAT THE TOT AL PROJECT IS COMPLETED ANO ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 2. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS /IND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 3. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET COR AVOIDED) BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WCRK. CONTRACTOR SHALL REPORT TO THE ENGINEER OR CITY II JSPECTOR ANY DISCREPANCIES BETWEEN HIS MEASUREMENTS AND THESE PLANS. 4. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTR1"CTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES. THE E)<JSTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEAfi"~H OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY NEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. CONTRACTOR AGREES TO ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, AND THE CITY OF CARLSBAD HARMLESS FROM ANY MD ALL LIABILITY, REAL OR ALLEGED, IN CONNO::CTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER OR THE CITY OF CARLSBAD. 7. CONTRACTOR IS RESPONSIBLE FOR HAVING TRAFFIC CONTROL PLANS APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK IN THE PUBLIC RIGHT OF WAY. 8. CONTRACTOR SHALL REPAIR ALL DESTROYED OR DAMAGED EXISTING SURFAC': IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. 9. ALL DEMOLISHED MATERIAL SHALL BE REMOVED FROM THE JOB SITE TO AN APPROVED DISPOSAL SITE. 10. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES TO THE PLANS MUST BE IN WRITNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AIIO THE CITY ENGINEER. ROW 60' 10' 20' 20' ~ BL N P ELEV ~ SAWCUT LINE ,.,, TO LIP OF GUTTER ""' .5' 10' 4.5' 56' ---------- 4.5' 5.5' 5.5' 4.5' 18' 21. MIN 21. MIN /IA /I, 5'SIDEWN.K --- TYPE "G" CURB & GUTTER (TYP. BOTH SIDES) ~!,~ ~ 5'SIDEWN.K AC PAVEMENT & STRUCTU!N.. SECTION PER SOILS ENGIN[ER (4"AC/5" NI MINIMUMJ TYPICAL SECTION SURF CREST STREET (PUBLI:::) NOT TO SC/LE i-----51'PUBLIC UTILITY AND ACCESS EASEMENTr---- -t►l3.0'',._ -------45' -------t►3.QI!-..- 5.5' 34' 5.5' 17' 17' ~ 21. 21. JLMIN 5'SIDEWN.K-_5,~~z~"IYP 5'SIDEWN.K ROLLED CURB& GUTTER ' ~EMENT & STRU:TURN. (TYP. BOTH SIDES> SECTION PER SOILS EtGINEER (4"AC/5" AB MINIMUM) TYPICAL SECTION PEREGRINE PLACE (PRIVATE) NOT TO SCN.E FOC 1.67' 0.8J' --+-2,0' RAfJ. -CONCRETE SHALL lE 560-C-3250 J.O' V ELEVATION SHOWN ON PLAN DET~L:ROLLED CURB & GUTTER NO SCALE 5'SIDEWN.K --21. TYP ..... . CURB& GUTTER --FIL TERRA INLET TYPICAL SECTION FIL TERRA INLET NOT 1D SCALE BACK FLOW 2" X 24" GRIND !j;':: >-CONSTRUCT 5.0' SIDEWN.K PREVENTER YES YES YES YES YES YES YES YES YES NO NO NO . , .. -;1 21. 21. 21. \ I . 21. =--, • --"" . _________ _: ..._' I Z' REMOVE EXIST. AC BERM .E:EX~ISilT.J.A!C_C..llBEEER!MM---=7-irt_;:--.::.::.::.::.::.::--:::=::--:::i: -& PVMN'T AS NECESSARY ~-------SAW CUT LINE ----'?""-V""-'4S4.. STRUCTURN. SECTION EXIST IMPROVEMENTS PE DWG NO 335 5 '~1 (-\ , (-\ (4 • • -,✓ 13' 12' ,✓ 9 '~ EXISTING 18" RECLAIMED WATER EXISTING 8" AC WATER EXISTING 18" WATER EXISTING 8" SEWER TYP. SEC. BLACK R~L ROAD (EXISTING) NOT TO SCN.E SHEET 2 11 AS BUil T'' ~:... I -.. RCE5{3'(B EXP. 6-30 •Z.0 l-2-7-2.:D DATE CITY OF CARLSBA.D I SHE5ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SEASCAPE . 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ZN W· ~ ::,, ' (.) .. z q -fl:~,:_ r5-r----.. t. l -~ ~ I') l 3 1Z 6880 I 6606 • I I I I I ' I I I ,r--· l--+-+.:.+:-:..j..::+:::+~~-1.--~;;1~+~~~~~~!.....+--l--l-' -~--},,:·;J-t~H--+r-------+t-------+t-------+t--------1t---~-~-----'t---...... t---...... t---...... t---...... 1------1r--...... ---+r------+r------+t----~t----~i~~t--------1+---~t~t---...... i .... ---...... t~i..---...... i7rrt-t-t----t----+-+-+--+--+---+++++--t=¥=f'=¥=:'E7.f.~'::o':f:1~z9'1:::="_=r~~o~•.~v~R=¥1~"r=a==•~F~~¥==l-+----f---+--++++++--+----l-----l--++--+--+-l--l--l----l---l--l-----l-----il--l--l--l--1-----1------l-----l-----l----l----l---l---l--...t...---l.....---l.........l...t.......l....l....l....lJ....J 1---+---l---+---l--l-----,-- SCfl-Er H Rt· 1' •2 ", i I • 13 PUBLIC SEWER DATA NO. DELTA OR BRG. RADIUS Noo· 09'48"W N88° 05'10"W PUBUC WATER NO. DELTA OR BRG. RADIUS 1 NOO• 09'48"W 2 t188° 05'10"W J 1269 LENGTH REMARKS 269.43' 8" PVC SOR 35 154.52' 8" PVC SOR 35 DATA LENGTH REMARKS 343.36' 8" PVC C900 DR18 169.17' 811 PVC C900 DR18 100•0.1 CFS PRIVATE 6"PVC I SCH40 -------·f------f---- F/L 351.5 j N " ?! 1, :/: F1 FIL TERRRA 4'X4✓ 2•19.00 DETAIL A FIL TERRA SCALE 1"• 40' CIVCOM & ASSOCIATES 6540 Lusk Blvd. Suite Cl35 San Diego, Callfornla 92121 (858) 658----9400 Fax: (858) 658----9420 14 SAN 15 AH2-AVENA CT 14•85.07 --12.56'RT SURF CREST ST 3•44.10 • AVENA CT EAST 14•89 90 FITTING W/ THRUSTBLOCK SURF CREST ST 3•19.53 • AVENA CT 14•85.07 SAWCUT 2' EXIST. PAVEMENT, 2"x24" GRIND, REMOVE CURB 8c SIDEWALK AND INSTALL 3' RIBBON GUTTER PER CARLSBAD STANDARD GS9 8c 10 3 w > 0 §00 oc a, 00 ~ :.: '5 (.) ;:f (.) I-;;: ~ (/) w ':l: ...... Cl -X ...... (/) 4J (/) Cl~ w 4J a.. a.. PLAN:SURF CREST ENGINEER OF WORK , I 2 1 t<.EMDY£D 'IALV[ INSTflLL£D 6L1N.P Ft....Ati<t'£ ~ :c 0 <( (.) ~ IX U) N-oc (.) .· ~ tn WO >i W i-o ,a > :d •,' <( w LL~ ---W ..... '+ 0 ....J 1.1..:<"t-V> :;i-• .~ Nl!; STREET :.:~:~: : .-: ....J >-..... OX) OX) (.) ;;: I')~ ::c ,.__ r I') + N --~o . I<) ,.!.. tr) Lt.. IO + - ® (PUBLIC) I : ii 1 11 IO -.i-r--: 00 • 0 , / / / ~ (',J <O • + 0 0 0 ..... >-~ (.) 3:: w I'-Cl ~ I') .. • OX) 3:: 0 N ·o ~ 1----a, (/) 0 ><oo I-w (.) w~ w >u 2 ~ 8 wz ~w 00 RE~OVE BARRICADE, RMJVE 10' OF EXIST. PAVMNT, Cl.RB 8c GUT., SIDEWALK INSTALL NEW. REMOVE EXIST. INLET INST ALL NEW D--25 OUTLET Q100•1.8 CFS REMOVE TOP OF INLET 8c FILL WITH CONCRETE SLURRY EXISTING STORM DRAIN TO BE ABANDONED 40 20 0 U) C: OJ 0 <f'l If) X ou5 z --f ,,.,,Z ,. '(;') -I 40 -- CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH f/EMARKS G) NOO• 09'48"W 319.53' CURB DATA NO, DELTA OR BRG. RADIUS LENGTH REMARKS [II Noo· 09'48"W 271.47' TYFE G C 8c G [fil NOO• 09'48"W 228.01' " m 53• 43• 37" 30' 60.45' " III 54• 00•17" 30' 33.51' TYPE G C 8c G NOTE i: .f2Z\ AREA OF f'l'NEME~'f RESTOAA110N. C~T({A~oR 1l> ~Rll'ID 80 r .6" \'11\N, PE1'111 J,.. ovr.RLA'{ ,o l'Ro'JIPE nrN. 2.1.<'.t(oSSFALL ~'/Ef'll.'N'l' fZf:PL/¥..EMENT MY 0£ r{EQ.Ut~P TO ff'\~V !PE: f\ilt..-.Pe"rtt SEClloti. f!EFZ: c11'/ S'T}ll-lDARP--9 ~ L1lc.AL .S,r{EE?'f. IIAS BUILT 11 ~~-- 120 RCE .513 l(g EXP. 6-3C --2...D 1-2..7 .... 2..0 DATE -- GRAPHIC SCALE 1"= 40' 7,,0 SHEET 4 INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: J SHE;rs I SEASCAPE I I I Cl :0 § • 2 Gl 2 C s: tll m :0 · 122816 052318 i: ~ IJJ~ □ :0 mo i tJ ~~ ~ ?ii~ ;-;;~w f::i--<: 2 rrJ lJ t To l> Gl -_:_-: ~z "zm 2 :::1 ~ '.;:~ ~ '.:j IJJ I C ;,, m □ ~ JJ ~ s: ~ 8\. I ~i tll m z :0 Ill ~ ' □ :0 § • 2 Gl 2 C s: tll m :0 I ' J 1269 • N C::N f- NO. DELTA OR BRG. [I] NOO• 02'58"W CURB DATA RADIUS LENGTH 327.05' CIVCOM & ASSOCIATES 6540 Lusk Blvd. Suti'e Cl35 Son Dfego, Coltfornto 92i21 (858) 658-9400 F 'lX: (858) 658-9420 REMARKS TYPE G C8<G 12' P C 00 0 • 14 ..:r-ko (.) s "' t';"i ..\: FOR EXIST IMPROVEMENTS, M 10 'q: '? SEE PD 421, DWG 335-5 ~"' -~ 0 152 (/) ci:: (il 0 !;;: ll) ci:: N 00 f-(/) ,ii w ci:: "' :c ';'l (.) (!) z w ci:: ci::w f-a. r-- 0 oi I I I I OP 0 r-- ·o 0) + I') 'f!"" 16 <D (,JI ~ ' " --" " ~~ ' '' I :;;; ci:: w ID ~ w u :l: X f-w (/) w 0 > f-0 :;;; :c w (!) ci:: in I / / r--I') ~ So "' + I') 17 ·~ I N/~I I q, (0 / 1010, I :E°• I I -<I I I ' I I I I I ' I I I I I i I ' ' ' ------- f- 1 18 SAW CUT AND REMOVE EXISTING AC BERM AND REP ACE WITH NEW CONG. CURB/GUTTER 8< SIDEWALK PER DET~L ON SHEET 2 (' -, 0 .~ "' <D • I') • T p OF E 1ST 18' D.I. ---.. --.. ----- ID ::) f- X 19 ENGINEER TO VERIFY MINIMUM 2r. CROSS F PJ..L AFTER SAWCUT PRIOR TO CURB INSTALLATION 20 21 PUBUC STORM DRAIN DATA NO. DELTA OR BRG. RADIUS ------------------------------w----------------------------------------------· ----------------W·--y--------------------------------------LENGTH REMARKS 10•60 CL TYPE B-1 INLET L•17' REMOVE REPLACE EXISTING CURB/GUTTER 8< SIDEWALK FROM STA 10•48 TO 10+85 ~ [Tl z )> 0 0 C ::::0 -l [Tl ff) -l I / I i I \\ \ ,I \ -o' ~-----cg ~ -:~.·~ . ...;.:;:: / /~ :at ID / N ;;: to w ~ 0 + (/) Ill ~ 0 ,ii ID ci:: ll) B ~ ll) 0 0 ;;: N w I') z u z f- [;l ci:: (.) a, a. PLAN: BLACK RAIL ROAD 40 20 0 40 80 120 ;; " ;o :at 0 0) • r--~ ;;: w f-w ~ (/) 0 x C/l _J w ~ 0.. ® a: I') ~ ll) f- !;;: is "' u + to w :;;; u ~ ,- 0 ci:: a. 2" IRRIGATION SERVICE WITH 1 2" WATER METER MAX.DEMAND 40GPM 1 S83' 42'34"W 60. 60 18"RCP 1350·0 --= <D f-w _J f- ::) 0 " ID ,i 8! ci:: 3 ::) ::) w (.) uo f-vi t;; (/) 0 x i:l :l: w ~------:,~--------.,;,- 1-2-7-2..0 DATE GRAPHIC SCALE 111 • 40' ENGINEER OF WORK R. BH~: ~1348 3 -'1...2.r{G DATE REGISTRATION EXPIRATION DATE: o·30·18 i()rESSI a H ,"' '"-:: ~ '-? -- '-" No.51348 'i';; 'pi\ Exp.6·30·18 !;J * ~~~ * OF Cl\\.\~ SHEET 5 INSPECTOR CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEP ARTMEIIT IMPROVEMENT PLANS FOR: SEASCAPE APPROVED: DATE INITIAL DATE INITIAL DWN BY:_,AN:>!.1.,.~-PROJECT NO. DRAWING NO. REVISION DESCRIPTION SHT. i---=;.:..:.:..:::...J.......::~~ CHKD BY: ,.i'c CT 05 18 475 7 .... E_N_GI_NE_E_R_O_F_w_o_R_K,__ _________________ J......NO_._,_c_1TY APPROVAL.l:R=V=W=D=B=Y'===:!.~=::....:==-==~-====-==~ □ :0 ~ • 2 Gl 2 C: s ca m :0 122816 ' 0 Cl :0 ~ • 2 GJ 2 C: s: ca m :0