HomeMy WebLinkAboutDWG 529-9; CT 16-07; MARJA ACRES; 01-06Know what'sRIMPROVEMENT PLANSPROJECTSITEEL CAMINO REALSEE DWG 529-9A, GR 2021-0006XXTITLE SHEET12/15/2022MBIAM1/26/23GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCT/ON. 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOO/TIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE 5. NO WORK SHALL BE COMMENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO 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 ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 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 IMMEOIA TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCT/ON MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENOEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL 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 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 ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG 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 CA \/ING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG 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 ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA AOMINISTRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A REG/STEREO 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 OUR/NG CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEOIA TEL Y, ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL 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 ANO ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7: 00 A.M. ANO 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIOA YS 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 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 ANO BLASTING PERMIT. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO 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 ANO 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 ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SOG&E (800)411-7343 AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAO(STREETS ANO STORM DRAIN) (760)434-2980 CITY OF CARLSBAO(SEWER,WATER & RECLA/MEO WATER) (760)438-2722 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE AOOEO TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDEO TO THE SATISFACTION OF THE CITY ENGINEER. below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2)CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNOERGROUNO CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNOA TIONS WILL BE ALLOWED. ALL LUM/NA/RES 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. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED WITH 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 INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI 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 SORS OWG M19. 8. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUA TEO, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROV/OED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1 -GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR GRAVITY SEWER LINES ANO APPURTENANCES, ANO VOLUME 3 -STANDARD DRAWINGS ANO NOTES ANO THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE C!Tr'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED ANO APPROVED BY THE CITY ENGINEER ANO SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFFICE AND MUST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROV/OED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES ANO 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 APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE ANO BU/LO/NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL METERS SHALL BE 1 • (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES ANO SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS 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.O. FOR C900. 13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING ANO INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE ANO CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE ANO SECURE IN PLACE WITH 2-/NCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANOS BY MEANS OF DRILLED HOLE IN PIPE STANO WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE 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. PROV/OE 24 INCHES OF CO/LEO WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCA TEO USING THE TRACER WIRE. PROTECT WIRE INSULA T/ON FROM DAMAGE OUR/NG INSTALLATION ANO BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM O 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE ANO REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CARLSBAD CONSTRUCTION MANAGEMENT ANO INSPECTIONS DEPT. MINIMUM OF 2 WEEKS PRIOR TO ANY SCHEDULED WATER SHUT DOWN. CITY TRAFFIC ENGINEER APPROVAL /#--/(~ BY: _______ DATE:. ___ _ MARJA ACRES SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION), CAL TRANS STANDARD SPECIF/CATIONS (LA TEST VERSION), THESE PLANS ANO THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO THE CITY ENGINEER PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA T/ONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO ANO MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A "LIKE NEW'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GR/NO/NG. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INS/OE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEO/AN NOSES ANO FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST 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 MOUNTING BRACKET WITH STRAPS. 17. EXISTING 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 INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA TEO OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN ANO OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEO/AN NOSE, THE R4-7 SIGN SHALL BE 18"X24" ANO THE OM1-3 OBJECT MARKER SHALL BE 12"X12" 20. ALL NEW OR RELOCA TEO SIGNS SHALL BE WELL VISIBLE, NOT BLOCKED BY ANY OBSTRUCTIONS. CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW OR RELOCATED SIGNS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL PHOTOGRAPHY INFORMATION GA THEREO ON APRIL 12, 2016 BY GOLD COAST SURVEYING, INC. ANO UPDA TEO/VERIFIED WITH FIELD SURVEY DATA COLLECTED ON FEBRUARY 3, 2021 BY HWL. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER($) 207-101-35 AND 207-101-37 THE CALIFORNIA COOROINA TE SYSTEM (CCS 27) OF THIS PROJECT IS 358-1671 (X) BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 LS. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1 /2 MILE NORTHWEST OF CANNON ROAD ANO ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2. 2002 ELEVATION: ___ u.-..;""-------DA TUM: NGVO 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300.98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HWL ADDRESS: 2888 LOKER A VENUE EAST, SUITE 218 CITY, STA TE: CARLSBAD CA 92010 TELEPHONE: (760) 929-2288 BY: UM~OY 2 DATE: ____ _ R.C.E. N0.: __ ~8~10=8=5~-----------REGISTRATION EXP/RATION QA TE: -~09,.,/.~3=0'--'(2=0=2=3 ___ _ STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOO/FICA TION? INDEX OF SHEETS 1. TITLE SHEET, VICINITY MAP, NOTES & LEGEND 2. KEY MAP, STREET SECTIONS 3. PUBLIC IMPROVEMENTS 4. PUBLIC IMPROVEMENTS 5. WATER AND SEWER PROFILES 6. SIGNING AND STRIPING REFERENCE DRAWINGS CITY OF CARLSBAD OWG 222-4 CITY OF CARLSBAD OWG 440-4 CITY OF CARLSBAD OWG 477-6 CMWD B5-101 CITY OF CARLSBAD OWG 529-9A, 9B BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COOROINA TE SYSTEM 83, ZONE 6, NA083, EPOCH 1991.35, AS DETERMINED LOCALLY BETWEEN CITY OF CARLSBAD SURVEY CONTROL NETWORK PT NO. 110 (CLSB-110) ANO PT. NO. 126 (CLSB-126), AS SHOWN ON RECORD OF SURVEY NO. 17271 (FILED 02/08/2002) NOTE: CONTRACTOR TO SUBMIT E-28 FPR, TP CM&/, MN/. 2 WEEKS PRIOR TO ANY SCHEDULE WATER SHUT DOWN. VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN '8 "' NOT TO SCALE ,,-----1 CITY OF VISTA CITY OF ENCINITAS ~ '<-o CITY OF ~-,~SAN MARCOS TOTAL LOT AREA = N/A AC TOTAL DISTURBED AREA = ___ 0_.5_4 __ ~AC WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 2020-215 DATED NOV. J, 2020 . 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENOA TIONS BY NMG GEO TECHNICAL DA TEO 7/26/2021. 7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HWL DATED 02/15/2021. WD/0 NO. 9 37C395407 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY HWL DATED 03(10(2021. 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION SUBDIVISION BOUNDARY. RIGHT-OF-WAY LINE .. CENTER LINE ..... LOT LINE. ... EASEMENT LINE. EXSTING STORM DRAIN EXISTING SEWER. EXISTING WATER LINE . STREET lj, MONUMENT. DWG.NO. SORSO M-10 ............... SYMBOL QUANTITY ____ c,_ . 'L ..... ... ----R/W---~-.... -----It-... -s---w-. I:-, 4" AC OVER 12" AB ...... PER. GECJTECH RE.COMM.ENDA 710N ...... ~I ___ ~ ....... 8,800 SF 6" CURB & GUTTER SORSO G-2 .. * SORSO G-7 .. * PROPOSED CONCRETE SIDEWALK . PEDESTRIAN RAMP. SOR_SO G-:-14(B). (M_OOIFIEO)'** /[]\ 885 LF . ... 3,910 SF 4 EA .. ... 2 EA STREET LIGHT (CITY OF CARSLBAD ENG. STD. VOL. 1}. . RELOCATE EXIST. STREET SIGN E-1• ............... ~ TRENCH RESURFACING . .. ..GS-:-2.5* SIDEWALK UNDER DRAIN CROSS GUTTER . 3" GR/NO & OVERLAY {PER DETAIL, SHEET 2} SAW CUT MEO/AN CURB REPAIR MEO/AN PAVER REPAIR ........ . BUS STOP IMPROVEMENTS .......... {PER [)£TAIL, SHEET 2) WALL, BENCH & TRASH RECEPTACLE PROPOSED DOMESTIC WATER MAIN p I Z Z Z Z ) ......... 3,450 SF 2 EA . ( ..... 3,005 SF 'YYY' KXX?1 ....... b d --w--..... 11,850 SF 900 LF 10 LF 161 SF 1 EA 3" WATER METER ANO 3" BACKFLOW .......... **9MWP. W.-:-7, .. 1¥:-.~ ...... . 339 LF 2 EA 2 EA 1 EA 2• RECLA/MEO WATER METER. . . . **9MWP. W.:-:.4 ..... ----{I)---.... . 1" WATER METER ANO 1" BACKFLOW. .. ••<;~Wl! .. W-:-}, .. W-.6 IF PROPOSED RECLA/MEO WATER. PROPOSED GA TE VAL VE (FLXPJ) . . . . . . . . . . ....... *.*.W-:-.2.! PROPOSED THRUST BLOCK .. FIRE HYDRANT ASSEMBLY W1TH MARKER 2" MAR .. **W-17 ......... PROPOSED 8" PVC FIRE WATER MAIN ........... *.*W-:-.2.. PROPOSED 8" FIRE WATER BACKFLOW (PVT). .... **W:-:~. --RW--.... 253 LF -----""-----12• -10 EA ----.,,,-----· .. .. .. · 8" -6 EA -----FW--6"-3 EA . .15 EA .. 2 EA . ... 5 EA 318 LF 2 EA PROPOSED PRIVATE 8" PVC SEWER MAIN ........ *S:-:~.... --S --........... 90 LF PROPOSED PUBLIC SEWER MANHOLE...... 'S.-:-1, S-:1. .... ----0--. . 2 EA PROPOSED TREE WELL. GS:-:J,0,3,~**' t=>®)J · ·· ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD -< 1 EA DRAWINGS ($ORSO) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD ORA WING '*' SORSO AS MODIFIED BY CITY OF CARLSBAD •••• COUNTY OF SAN DIEGO GREEN STREET STANDARD DRAWING "AS BUil T" (THIS AREA INCLUDES BUT IS NOT LIM/TEO TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, ANO SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA -8,380 S.F. RCE __ _ EXP. ___ _ TOTAL PROPOSED IMPERVIOUS AREA -15 750 S.F. 1. ONSITE BMP'S FOR THIS PROJECT ARE TO BE MAINTAINED BY THE DEVELOPER AND/OR FUTURE OWNERS. REVIEWED BY: 2. THIS IS A PRIORITY PROJECT, TIER 3 SIGN/FICA TN THREAT ASSESSMENT (HIGH PRIORITY) INSPECTOR DATE DATE >--+-----+------------+---+-----i>-----i---llsHE1ETl.c_r_T_Y_o_F_c_A_R_L_s_B_A_D~lsH5Tsl _ ENGINEERING DEPARTMENT B STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS □ YES (SEE SWQMP FOR DOCUMENTATION) IMPROVEMENT PLANS FOR: TYPE DESCRIPTION OWNERSHIP □ NO MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY DATE INITIAL ENGINEER OF WORK DA lE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 ROW 2021-0370 SOP 2D1B-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY; __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9 DocuSign Envelope ID: 9964F82E-0BCB-4739-B6AC-973CECCC7FB81/26/2023
Ex. 24" CMPKnow what'sRKEY MAP, STREET SECTIONSR/WR/WSTREET SECTION AT EL CAMINO REALFROM STA. 479+33.21 TO STA. 481+55.66℄EXIST. STREET SECTION AT EL CAMINO REALFROM STA. 466+00.00 TO STA. 470+36.56SOUTHNORTHKEY MAPEL CAMINO REALSAWCUT, GRIND & OVERLAY DETAIL TYPICAL TREE WELL DETAILSBUS STOP DETAILANCHOR BOLT DETAILSECTION D-D℄BUS STOP CONSTRUCTION NOTESSEE BUS STOPDETAIL BELOWR/WR/W℄SOUTHNORTHEL CAMINO REAL℄R/WSTREET SECTION AT EL CAMINO REALFROM STA. 472+28.67 TO STA. 475+43.34℄NORTHR/WSOUTHMBIAM(R/W = 136') I i------'--(2_0_:_') _------l~---------;:=---------(1 06') ________ --,-------,----------------I I (73') (63') I •r-:-::-;-------:--:--1.-::;-----_:__:__----:-::-::::--------+--------_____'._':'.:::'.__!_ _____ --+ __ _JI I 10' 12' 1.5' (53') (53') MIN. TURN POCKET 6.5 (44') (18' MEDIAN) (44') (10') I 1.~ -~,-;.;,, h1 _____ ...:...(2_%_:_) _____ -----l__:'..__~I ::..::..:::..:.._+ _____ ___:_::=..!.__ _____ __f....__..'._'..'.:....'..___:I . //}' (%) l·i> 6" __j µ_ I V JV/// /77 / __ / /L____:rz/ ,7 / / /f-c~ ~I~ ~usr=75~~(;2;%)~===-.l-~2::;,~--< 30, 6.6' 5_4,5',MIN9_3' 8. 7' ~~/L/..L/:...._~/:/:---~/6;/f/~/'.'.;/~~/:_;;/S/~/2/~JJ;: . .:1,Jgtr • .• _. 5' S/W 4" AC OVER 12' AB MIN. J THICKNESS PER GEOTECHNICAL RECOMMENDATION (SEE STREET NOTE NO. 1) SEE SAWCUT, GRIND & OVERLAY-DETAIL BELOW 11' I <·, I TURN 1 POCKET 12' g' 9 3.8' 11.6' 9.4' 11' . 5 I '1 ,I, ' I ~ q-.~ I 6 c 11'MIN ~ L\ EX. 16" O ~~: ~:.::ct ul ~~C 2i; PVC WATER RCP SD FUEL LINE EX. 36" EFFLUENT LINE D.I.P. WATER ~ ) ABS SEWER EX.48" RCP SD I EX. MCD TELEPHONE LINE 74' (63') (33') EX. DRIVE LANES (2%) SCALE= NTS (R/W = 126') (18' MEDIAN) (63') (53') (44') (1 o') 5' S/W/,. -,'1----+---( (2%) cc-" / V / /7 / / // / / / / / / / -/ / / / / s,~-= ~--:F,•~~J~b.L=~ =✓t-;--=,yyy:..,_7~7f7/=_ .;_~22~%4.)~§~~~r~J~~~·;:;:.......:.: 4.5'MIN------~ ,,~ // / / / / / / / // :J-•«•-·: 1---f-_3_0'----j----~-f-'6::_.6::._'--t,,;::5:..:'..9:_.' 4--__.:9::..·:::_3'~-+-----=8'.:..'..7_'__, 3.8' 11.6' 9.4' //' / {/ / / / / / • .v< 4" AC OVER 12' AB MIN. THICKNESS PER GEOTECHNICAL RECOMMENDATION (SEE STREET NOTE NO. 1) SEE SAWCUT, GRIND & OVERLAY DETAIL BELOW ~ I GAS EX. 8" ABS SEWER EX. 20" PVC RW ~ PVC WATER i------~-t-_::_:--'----t-~_'._'.----i-_::'.-i---7'711 'MIN ~ '--O EX. CATV/ ~ EX. 16" EX. 12"ACP RCP SD FUEL LINE EX. 36" EFFLUENT LINE EX.48" RCP SD D.I.P. WATER EX. MCD TELEPHONE LINE MATCH EX/ ST. AC PAVEMENT SCALE= NTS AND BASE SEC710N ' (R/W = 126') (63') (63') EX. 20" PVC RW ROOT CONTROL -..-'i:v-1 BARRIER PER SDRSD L-06 RETAINING WALL EXPANSION JOINTS, R/W TYP. ALL 3 SIDES SECTION 8-8 30 MIL PLASTIC LINER SCALE= NTS DEEP ROOT TREE BUBBLER PER SD RSD 1-4 LIMITS OF ROOTING SOIL °" EX. 12" EFFLUENT X. • LINE D.I.P. WATER 59.21 FL 6 0 -STREET AC EX.48" RCP SD EX. MCD TELEPHONE LINE EX. CATV 5.5' SIDEWALK 59.81 FS l/4X8' SMOOTH DOWELS @ 18" O.C., GREASED ON ONE END, TYP. ALL 3 SIDES 2.0% ~ (SEE STREET NOTE NO. 1) ' y >,; V ); SUBGRADE PREP7 PER GEOTECHNICAL RECOMMENDA T/ONS SCALE= NTS 3-INCH DEEP GRIND AND OVERLAY EXIST. AC SURFACE EXIST. BASE 1 Q' R/W EASEMENT 4.5' EXPANSION JOINT, PER L -03 TYP. 3 SIDES 59.10 FL 3" W.::t1---,J.--3" SHREDDED ....... -60 ....... I I 8' ' XIST. TRAFFIC SIGNAt\BOf 1 EXIST. NO PARKING SIGN SCALE = 1'=10' 45' EX. PAVEMENT 66' 6' EX. SIDEWALK SCALE = 1"=100' jJ R/W 5' 2' BENCH PAD BENCH OR TRASH RECEPTACLE MOUNTING ANCHOR HOLES 0 0 0 -• • • • • • 0 • • • 0 ·r ----4'74'1'00 '470+ _.,,. cs PROTECT IN PLACE ( ITEM AS NOTED PER PLAN). CONSTRUCT 8" BLOCK CMU MASONRY RETAINING WALL WITH L TYPE FOOTING, MAX HT = 2 BLOCKS PLUS CAP PER SDRSD STD C-02, TYP2. CONSTRUCT PCC BENCH PAD (6" PCC OVER 4" AB) 14' WIDTH BY 5' DEEP, INSTALL A BENCH AND TRASH CAN PER CONST. NOTE 4 AND 5 BELOW. INSTALL BENCH PER TOLAR MANUFACTURING, (MODEL SFBEN -08). BENCH SHALL BE BROWN COLOR, BACKLESS, MIN. 6' IN LENGTH, AND INCLUDE ANTI VAGRANT BARS. BENCH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL SHOWN HEREON. INSTALL TRASH RECEPTACLE PER TOLAR MANUFACTURING (MODEL SFTR-07). TRASH RECEPTACLE SHALL BE BROWN COLOR AND PER TRASH DETAIL HEREON. TRASH RECEPTACLE SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL SHOWN HEREON. 5/8" ANCHOR BOLTS (4X PER BENCH AND MIN. 3X PER TRASH RECEPTACLE) CONCRETE PAD EASEMENT--■••••••• R/W EASEMENT . -HARD WOOD MULCH 0 CD @ EX. FENCE 1.5' AND VARIES A ~-~ GS-1.02 CURB below. Call before you dig. ~E;T I PLAN VIEW A J SIDEWALK UNDERDRAIN SAN DIEGO STD DWG. GS-5.04A NOTE: 59 -58 -57-56 -55 -SIDEWALK UNDERDRAIN SAN DIEGO STD DWG. GS-5.04A NTS (GS-1.03) REFER TO GS-1.00 FOR ALL DETAILS NOT SHOWN HERE. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 #4 @ 18" o.c. BOTH WAYS, TYP. IMPERMEABLE LINER (30 MIL MIN.) . -ROOT BALL --'°g 95% COMPACTION UNDER CONCRETE FRAME, TYP. -59 -58 ~-----,J_ IMPERMEABLE LINER-57 (30 MIL MIN.) (;E~A~~o~~L~~ si~ y~~--1-. □-5-1;:;';f\':L:.;·4: c:_>:_.::':.:f"::::..; '.c:>"";'-"<"-i?r'-:: ~~~~~R,.,t;~---,5:r5.67 BW ' z CD::, -56 SPLASH PAD PER GS-5.06 6"MIN PERFORATIED PVC PIPE SECTION C-C 55.56 BOTTOM ROOT CONTROL BARRIER PER SDRSD L-06 30" STRUCTURAL SOIL -55 0 Q:'. f--Q:'. 0 [L Q:'. <( Q:'. <( :. 0 __J <( [L EX' CURB AND GUTTIER VARIES -..,,..._ PAVEMENT EXISTING SUB-GRADE TO BE REMOVED AND RELOCATED 3 JOIN-EX. (1.0%) 1.5% ?J--Lt~~~~~~~~~~-~--~---~-,-;--~, ;· .f. ++: .::.EX~-_L:'.A::'.N:'.':D'.:S".:'.C~A'.::PE::_ N. T.S. 90% COMPACTED SOIL PROPOSED 17' X 5' PAD <1 <1 .4 ... <1 " . . " <1 ANCHOR BOLT SIZES ARE BASED ON HIL Tl KWIK BOLT TZ STAINLESS STEEL ANCHOR WITH 3" EMBEDMENT IN ACCORDANCE WITH ICC-ES EVALUATION REPORT NO. ESR-1917. N.T.S. r------t--+------------l---+---l--_j___J fSHm7 CITY OF CARLSBAD I SHE6ETS I L__2_J ENGINEERING DEPARTMENT BENCHMARK r------------------t---t---t-----------------t------t---~--+--___J IMPROVEMENT PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 DESCRIPTION: PT. NO. 1/0(CLSB-110) RECORD OF SURVEY NO. 17271 'z~:::;:;:;::~~-LOCA710N: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" I" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 "AS BUil T" RCE ___ EXP.----DATE REVIEWED BY: DATE INITIAL INSPECTOR DATE ENGINEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROW 2021-0370 SOP 2D1B-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9 DocuSign Envelope ID: 9964F82E-0BCB-4739-B6AC-973CECCC7FB81/26/2023
Know what'sR℄℄℄MBIAM..........._ -Rllv-1 ,----,-----t-----t-----t--------t-----i-----t-----t--------f----="":---f--------t------+-----+-----µ54----~-----J----~0~L.-------l-----';.s-o f-r-----i-----t-----t-----t-,---~-----+----~-5~-----}-------t;:i(t:--;~*-~~-1-------l------+------J-----ll;~ _ _j PROP :t ~ I a C? u ~ 0 ~ u ~ _£._CJJB0----t---,a,re;,c.s--'!.:;· r--:> I <O ~ U O I-._ I-r,t') 1-u ~',-.,----+------l---<>~'' cU;_ __ _L_;~ ~ O I-~ <D 'V..,.. rr, I"') -T -;:,= ....., u')~ CJC! +~ ~Q) ! oi i ~ ~ ~:-----+-----~ic;;.,,l-------l---------1-'~ i !;,: gi-+--~E=x=1s=T.-T=o::p+-------,B(::1-, :::1s=T-. c:-CU-::R:-::B--+------l---t----1---1----1-.0-%-, J_J__r::;i __ L_Jl,gz:,.: P1ROP ~ ~ ..,. "' ..,. "' PROP. 4 OF CURB OW LINE E.:l CD -54 0, <O <O ~ 0 ~ u-i 0 "' ·='"--_,_~oel2E lllu=--+-+-H-,+-+--l-~4d----l-/-rtowmiEo--'=l==------_j_-----L~% 1.,06% 0.83% -.--"' r--+ r---52 +':3 0, ~ OJ ~ .... .... 0 -5 ~ 0 2.0% ----+--1---!--L..5.0% --VA IES ---------------------~ I ------------CAUTION!! I . EXIST. SU FACE @ EXISTING UG ELECTRIC, TRAFFIC SIGNAL, _ .:::::-,/ -4/j------t-----+------+-----+----'Se!T-'"'RE~ET!_,,C~L -----+-----+----_J TELEVISION AND FIBER OPTIC LINES UNDER -481 +00 4801+00 THE EXISTING SIDEWALK, CONTRACTOR TO FIELD VERIFY DEPTHS PRIOR TO EXCAVATION I I I ------------\_ EXIST. SURFACE @ S+R·~g.-G/ ----CURB PROFILE -EL CAMINO REAL (PUBLIC} SCALE: 1"=20' HORIZ. 1"=4' VERT. ------------------NOTE: ALL EXISTING WATER AND SEWER LATERALS SERVING THE PROJECT SHALL BE REMOVED IN ACCORDANCE TO CITY STANDARDS 56· -----52-0-8---------< - ----RJW---9---' EX SIDEWAL TO REMAIN --EX SD ------------w-----RW---1-'ll~I---SEWE~OFIL Sk-+-1 -------..,, ___ ..s---l'S-__ ,., EX. 20" STL. ABANDONED PER DWG 920-1. --480+92.38 BC 5 ..---'ll 0 ------REMOVE AS NEEDED. 1.1% 1.2% .. ' :::er:;;:;; . \5'1 . ' 1+ 51.0 -•... :: ,· ... ,._!"'_, .• ,:··•,_~: •.. :· ·. :· : . 1 +56.74 51.78 TC 51.28 FS LOT LINE CURB RETURN 1 -SW SEE PROFILE, THIS SHEET 10+96.94 PCR 1% ·-·--1+32.24 51.74 TC 51.24 FL EX. UG TRAFFIC SIGNAL CONDUIT EX. UG TV FO EX. UG ELECTRIC ~I 51.29 FL ---!. ~----~ f ~I ~ 51.65 FS I 1+21.50 52.01 TC 51.51 FL l 0: I 1+10.75 52.28 TC 51.78 FL 1+00.00 a. o_ 0 _j 52.22 TC 51.72 FL _j _j I ~ -=:.=.~--1+42.99 52.26 TC z w Cl 0:: <( (9 51.76 FL -t,:.Jli---_J I 1+53.73 PCR 52.32 TC 51.82 FL I 2.30 TC 1.80 FS 1/ 10+86.93 PCR GARDEN HILL LOOP PER DWG. 529-98 fl 52.66 FS 52.66 FS PUBLIC WATER EASEMENT PER FINAL MAP 16537 WITH ENCROACHMENT AGREEMENT EAGREE 2021-0023 L r -_.. 7 ... : '· ~ .-1 /; ~ PRIVATE UTILITY-+4-71-ir-"7 PER DWG 529-9B l I i I I '" SEE "PED RAMP DETAILS" ON THIS SHEET ~~PUBLIC WATER EASEMENT PER FINAL MAP 16537 WITH ENCROACHMENT AGREEMENT EAGREE 2021-0023 PRIVATE UTILITY PER DWG 529-9B PLAN -EL CAMINO REAL (PUBLIC} PUBLIC WATER EASEMENT PER FINAL MAP 16537 SCALE: 1 "=20' ◊ PRIVATE SEWER LINE DATA ---= ;.rt .---::::::: --R/W 0 --= - ----~·q=:a·4P □ CURB DATA NO. DEL TA/BRG RADIUS LENGTH REMARKS 1 t.=8"54'20" 120.00' 18.65' 6" TYPE G-2, C&G 2 S54 ·54' 33"E 37.78' 6" TYPE G-2, C&G 3 t.=11 "26'20" 120.00' 23.96' 6" TYPE G-2 ' C&G 4 t.=5"12'50" 1663.00' 151.29' 6" TYPE G-2 ' C&G 5 t.=87"58'30" 35.00' 53. 7 4' Sff CURB RETURN 1-SW 6 t.=87"57'47" 35.00' 53.7 3' SEE CURB RETURN 2-SE 7 t.=3"35'06" 1652.99' 103.43' 6" TYPE G-2, C&G 0 WATERLINE DATA NO. DELTA/BRG RADIUS LENGTH REMARKS 7 S14"47'55"E 56.32' 1" COPPER PIPE 8 573"35'11 "[ 28. 78' 4" PVC, C-900, OR-14 9 N16"24'49"E 106.00' 4• PVC, C-900, DR-14 0 RECLAIMED WATERLINE DATA NO. DELTA/BRG RADIUS LENGTH REMARKS 16 NI 7"26°31 "[ 46.44' 2" COPPER PIPE CJ FIRE WATERLINE DATA NO. DELTA/BRG RADIUS LENGTH REMARKS 7 S16"24'49"W 131.66' 8" PVC, C-900, DR-14 8 573"35'11 "[ 22.50' 8" PVC, C-900, DR-14 55 50 0 "" u <X) IL <X) 53.74' 0 .... + ,,, L!.=L/5 -"' 10.75' II + _J 15 §l 15 <O -"'-OC! ...... "" 0 a:::: .--....J II 0, u "'<t~ 0 ~ "' ~ ~ 0, f-r--LO "'<t i:50 N "' o+ o+ C':! N r.c N .... .,...: 0 ~ "' Z en U Z o,U 0:::,-r:, "-=I'" 9 O') ~ I") r--N 0 "' :::E ....... ~ :i r---~ I"") + ..-O'l + .,...: + N + N ~ 1'i .... 0, 1'i .... "' ~ + ..-LO U'") LO ..-"' -"' -"' ·IN •I"'") -~ ~ "' '° _J ~ _: _J ~......: :::E"'<t +.....: W CJ') LO W U1 LO c) "' -k. ~ 0, -........ _J.:5 0 L-----; --:~~ WU, "' ~2-~ -_z_5_ -------·\ TOP OF --"'--" 1 2%'-CURB 0.5% 1.1% .... ~ . '-r--\ FLOW LINE ~o . "' ,-. ' + 0 \-EXIST -"' GROUND \ CURB RETURN 1 -SW SCALE· 1"-20' H., 1"-2' V "' u IL ci 0 g IL 53.73' + "" u IL 0 ~ 0 0 + -IL II _J a:: o a~u-L-oa::::c......J~ o0v;;;;;! 1 + :Z t.O I Ol O'l-. N r---:i' ~ z: LO -.:t"<:C + w .uo~~ i;'j_J-c'.15□ wll .._.. 1...----------55 l---,-,-e0:---:d=e====:;==~====::e:j._:-:__ __ _j 55 o:: ::i~"" A =L/5 11 _J u ~u u _ IL_Jo,IL _J 10.75' oc,i5 ;;;;;! I u.... f-----< c,; o:: r")Ia:i1"'1u U U -........ O'?z:~r"--:t-O'>o,t-r-1-V ~ CO~ O')~ LO~ ~ +o lOW l"'J • ---: N N 'V r---coz COc::,~LOV N<O i.nN c-,.j-QO ,.......:N c:itO Or--.~ +0:::c., +f"1 -d"C":! r,r")C'! r,r") I';; rt')C";! Nf"1..-~ tO --d"',c;( O<Cc::i..-N +N +N + ..-+N +N +N N ,U ..-(!).._,, II LO ..-IO ..-LO ..-LO .----10 .----10 .----LO 10 :ct:: -....., -...., _ ,..... _ in d I I -~ -1.0% TO:·:y-0'.5% 0.1--1·_~'.~:~W--~:~ ----·-CURB / -........_ EXIST / GROUND 50 '--------L-' ______ _L ___ _j 50 CURB RETURN 2-SE SCALE: 1"=20' H., 1"=2' V. CONSTRUCTION NOTES: 0 EXISTING STREET LIGHT TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE AND PRO~DE CONSTRUCTION WINDOW . 0 EXISTING SDG&E TRANSFORMER AND PEDESTAL TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE CONSTRUCTION WINDOW. 0 EXISTING FIRE HYDRANT ASSEMBLY, AC STUB OUT, GATE VALVE CLUSTER AND TEE TO BE REMOVED. INSTALL 12" PVC SPOOL . G) EXISTING DRIVEWAY TO BE REMOVED 0 EXISTING 6" CURB & GUTTER TO BE REMOVED 0 EXISTING ARV TO BE REMOVED 0 EXISTING POWER POLE TO BE REMOVED 0 EXISTING STORM DRAIN INLET TO BE REMOVED PER DWG. 529-SA 0 EXISTING STREET SIGN TO BE RELOCATED @ INSTALL 6" CURB AND GUTTER PER STD DWG. G-02 @ SAWCUT EXISTING AC @ 4" AC OVER 12" AB, PER GEOTECH RECOMMENDATION (SEE STREET NOTE #1, SHEET 1) @ PED RAMP DETAILS ON THIS SHEET @ PED RAMP PER DETAIL 'B' ON SHEET 4 @ CROSS GUTTER PER GS-12 & PED RAMP DETAILS ON THIS SHEET ® SAWCUT & TRENCH RESTORATION PER GS-25 @ 3" DEEP GRIND AND OVERLAY WITHIN LIMITS OF TRENCHING ® TREE WELL PER DETAIL SHEET 2 @ TRAFFIC SIGNAL ELEC. BOX TO BE PROTECTED IN PLACE @ STREET LIGHT ELEC. BOX TO BE PROTECTED IN PLACE @ CONCRETE ENCASE THE POTABLE WATER LINE AFTER THE BACKFLOW WHEN IT IS LOCATED UNDERGROUND IN AN AREA THAT IS IRRIGATED BY RECLAIMED WATER PER CMWD. @ INSTALL 3" METER AND 3" BACKFLOW PER W-7 & W-8. @ INSTALL 2" METER PER W-4 @ EXISTING AIR VAC TO BE PROTECTED IN PLACE @ INSTALL 8" BACKFLOW PER W-9. @ INSTALL 1" METER & 1" BACKFLOW PER W-3 & W-6. 55 50 GARDEN HILL LOOP PER DWG. 529-98 52.55 TC 52.05 FL I PED RAMP DETAILS SCALE: 1"=10' LOT LINE /II I SCALE: 1" = 20' I 20 40 60 NO. DELTA/BRG RADIUS 14 N16"24'49"E LENGTH 41.58' REMARKS 8" SOR 35 SEWER LINE i----t----+------------l---1--____j~____j _ _J I SH~ET I CITY OF CARLSBAD I SHE6ETS I ~~~~~~E::::N:::G~IN~E::::E~R~IN~G:::::::::D::::EP::::A:::::R::::T:::::M::::E:::N:::::T==='-===~ IMPROVEMENT PLANS FOR: below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 NOTE: PRIVATE WATER, RECYCLED WATER AND SEWER UTILITIES ARE SHOWN FOR REFERENCE ONLY, AND WILL BE RE~EWED, APPROVED, AND CONSTRUCTED UNDER A SEPARATE PLAN AND PERMIT SUBMITTAL. BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 "AS BUil T" RCE __ _ EXP,----DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES SURFACE IMPROVEMENT ROW 2021-0370 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9 DocuSign Envelope ID: 9964F82E-0BCB-4739-B6AC-973CECCC7FB81/26/2023
Know what'sR℄℄℄MBIAMV -6~ -64 -62 u 0 CD d u i';:1 (J._ w "' >--' 0 u ..,., .., ill CD 0 ..,. + N -60 "' X C? u N fc! ci ~ ..,. . ·~· ~ !_.q. e ~-~ "° ..;-PRCjP.\ '~ 0 r---[;.l + <X) EXIST. T ~p \ + :r: N "' I + r---+ ... r---~ "? N 6, N FLOWLI jE "' "' ..,. r---<D OF CURB ~ < "' + r---"' ~ <D ..,. "' ,x, ..,. "' PROP-"' -58 ;:,, "' "' I. \\ ,_ in ... TOP OF CURB 1.5% \ EXIST. CURB L.5% 0.9%, -I FLOW LINE 0.9% ' -.-I -5;; ~ I I .L -I -C---C-~ -/ / / / / /I 1£:1 I/ / ,1 / ,, / -,,, / / / / / C---~ -M ,,,,,,-/,1-/ I~///✓ ~u ////// , , B g . , / \ -52 475+00 474· I ---------52.2 RIW------------ ---4-1---X u (J._ _, EXIST. _)RIVEWAY ~1 r--~ ~ "?u U'.?u CD N .,.....!=-e, I= N "° ..,., N ..,., cs ~ "° u + ~ + ~ ..,. >-N N "l u ..,. ~ 0, ~ 0, + ;::: 0 0 >-"' "' "' ·~ ..., + N ..,., + 0 r---"° ..,., -..,. "' r---0, ~ ..,. "' r---<X) ..,. "' r---0~9.2.ll J.z_:: u, -2.i.% -+--I 1. % ~ I I -1.7% _---1-----I I ----VARI~~ ~ ---I -, , , ----~ / , , ---, , / --, , -////// ,-r-7 ,-,-//// 1'11..1///,I , "'-CAUTION!! ,-//_/\/// \_EX1$T. SURFACE @ EXISTING UG ELECTRIC, TRAFFIC SIGNAL, STREET C/L TELEVISION AND FIBER OPTIC LINES UNDER THE EXISTING SIDEWALK, CONTRACTOR TO FIELD VERIFY DEPTHS PRIOR TO EXCAVATION 00 473100 CURB PROFILE -EL CAMINO REAL (PUBLIC) 7 I SCALE: 1"=20' HORIZ. 1"=4' VERT. ro I au -I~, F-"° 66-. ,,., ::: OCl +1~ "N N S --~,...j r--n, ---v~ v1~-------~ -- ----------~ I------, / 62 ----, , ' ---, , ----, --/ ------, , -----, -, , 60 -/ ,, ,, / / --/ ,, ,, / ,, , , , / , ---:;6 -. -~2-472100 4711+00 -R/W II "--CATV ~o - -INLET X ""~----<.:5 g ""( -CATV-55.4 :;,: a:: c 6 x -SU-{--_ --CATV---CATV-2 _.....)L_ --------------------T----T----T----T----T---~2----t:~-1~g::!,-_-_T;:-_1-,rl..5-r----T----T----T---T----T---T ----s ----;:::--c, < o -CA TV--------CATV---CATV---c - --CATV---CATV---CA 1'°;' ::d--,t:: ::C -~:;,: !;5 I-C:: ~ c.,i';_=_-;;.,_~~::::---==-=-=--=--=~ -=-=cr.:A.:iTri;v::..=-~=-=-::-::======'r.cA'ATTIV~=-=-=-=-=-::!=:tAiiT'vv o-_ -c:i::::::,....G ::::::EI--.. Vj c-,,jV> u~o..: "') 3::~ Q::: "'l:t:i:: -w SD---w ----so--__ ,,_.54.4 -..., "' • §/ 0 -i3 ~ .., I G:i ~ ,_ ~ tti l ::, ~ ~ -----., SQ-----S O'I !-1J CO LL ~ ....6A,5 .....: C:::. ., c.!::i as -i-..;;: • ,_ .t::"J_ 6 " -D--!j~~-:: 1 )C r:::'.~~ """'>l'<""):::e· 1.~· .....,.G ____ -------__ -_-_---~ -w-- -_~;;-- -I • -1:! "' u --SD--;,.,,,,;-----------SD------S~ EX 36" D ... WATER-----S 27 21 REPLACE MEDIAN AS NEEDED -SD-,:1: a::-,--: d ~ ~ --<o ~ :s. -Sc'",' b,j. --SD"----SD----SD--~ --FUEL --- --w-----=-w-~-~ G_ dis':~ _-_ ----w - --w-- --w-__J490 ZONE) WCRM 85-101 ~w--FOR SEW!R MH ~L~TIOI N ~ ~=--~ ~~; ~ ---~ ~ ~ ~-~= ---=--w-~ -w-:,,. e I--..-----FUEL -~ .~ b ~ b ti; ~ :i:: t5 · · ~ r:::: -2 + ~ Cl:::,,.. C!:l !J::: --s ---FuEL---FuEL--~~<Le;i!c~ Ex8"ABssEWER Ex18"so ELCAMINOREAL ~~es ~~iii .,. ""~~ ~~'½'~ ---s--:,r.54. 5 + -FUEL a: ;oc z. '°;' ~ '-'-====~=TJ1~J1=1=====/:======I -"" -'-'=F=~"m' --s-475 UEL ---FU L ---FUEL--+--=--=----FUEL __ -FUEL --FUEL - --FUEL - -• '-' "UEL ---, ~ --FUEL ---FUEL ---FUI 1• '° -1:! ~---s-EX 16" FUEL MAIN---ti tJ ~ ~ •"" :s." --s---S-t -t-1-----i' :S V :.;:r,~--j------;:----t-...: ~ c.!) ,t: 4 4 -s-__ 5_4ZJ_ _ -a:: i-, ~ "'· ~:--1-+--■----w-■-----w-----w --w----w----65-54.88' CURB RETURN 5 -SW SCALE: 1 "=20' H., 1"=2' V. -_ -_3_3% -~o'/o _..,..-,,... .,,,. ·.,,.-· / -~-0% ------------1.0%, -2.3% -------------------~--"'-CURB ~ ~ / u ui r--/ [rl 1--..,-, N • EXIST CURB TOP O ,-91tl FLOW LINE +N J gJ~ -"' * . ------+------60 EXIST --,..,_/ -"' GROUND CURB RETURN 6 -SE SCALE: 1''=20' H., 1''=2' V. ----==---R~---R'W----_--=--=w---w --w -T-U-RN_LA_NWE-C-UR_B_7 ___ N_W ---w --w-;=r-w--w -LG~~ ---Rw----~-w-~ SEE PROFILE, THIS SHEET---!-1.JN---~-.-1V1-EX 12• EY£..Jif ----ABND 20' WA""'n -~.,----~w=--0w w -R .. L-v w--(241 ZONE) DWG 440 4 -472 --W-filu..-u., ---G--53.& ,r----,,,-..._,4R~ . w-0---;---G--6~~;~g-olc 56.91'LT -G-=-16 _ -G-1=7--1--~-;t--t:l R_:-_-::_--G-R_w---_ -IP----R-G-__ ---G5.5:-_R ~-_--;z Ex ~~~As~ ~:-"--''-=--a~ ----'R\11-+'I------=----f. CONSTRUCTION NOTES: 0 EXISTING STREET LIGHT TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE CONSTRUCTION WINDOW. 19 55-53 FL ;:!: -;.... x EX " PVC RCLM WT ------1:,1.. ----,:::c__-"'_ -=rs---c: 11 12 PER DWG 477-6 I 16 c--'1 ~--1o: ... .,. -· i•l"-~!]'i,J;,-.:,··. --FUEL--. "' B 5 14 -7 11 (3.5%) ..,., "' G--=--G--;;' <O ~ 16 ~e--l'N 0 EXISTING SDG&E TRANSFORMER AND PEDESTAL TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE CONSTRUCTION WINDOW. 0 EXISTING FIRE HYDRANT ASSEMBLY, AC STUB OUT, GA TE VALVE CLUSTER AND TEE TO BE REMOVED. INSTALL 12" PVC SPOOL. ~EX 10" FUEL MAIN c:, c:, .. S-=..=-=-It--=..=-TS-25 - · rs---: --TS---TS-..----TS-__ 4 EXISTING DRIVEWAY TO BE REMOVED --,....: t;."j <= R/w ~ 'O=,. <,\= -~. ~ ~ ;:,;~ <,\= . ¢=, (.:) "'i C i.,.:i "q-= . "' -,. 50.4 ~ ,.,. c.., c,,,. 50. 7 ,< EX. UG TRAFFIC SIGNAL CONDUIT EL CAMINO REAL 1+43.90 15 60.56 FS ¢=,. 59 69 TC FL IS,-c---TS--'--~-.,,___.~~TS--rs -. ---:-~-:....:__: ,.__.__ --....:=-....... _=: ,_ -.l. ¢36. :es.¢=:,,. EX. UG TV FO 52.9 X EX. UG ELECTRIC 1►10 REA STA. 471+02.94= 1+11.01 62.84 TC MATCH EXIST. _C=U~R=B~R~ET~U~R~N_6~-~S""E-__§_2.34 FL (TO NEAREST JOINT) SEE PROFILE, THIS SHEET-'<-----+--4_-0%~%r5i-fEj-~ ---+--1 .,;-62.40 TC .. ... ,,_61,.._.4-"'8'--'-'FL'="",...,_-.. -61.90 FL ":,"I• ').¼ -2.2 0 1 +33.02 1.76 ~1 ~,, f'I') CY/, ~ 61.77 FL -----~ -' ,, ·' <::•·--~-:·· .. ·,· □ NO. 8 9 10 11 12 13 14 15 544 CURB INLET PER DWG 529-9A CURB DATA DELTA/BRG RADIUS LENGTH /J=5"14'40" 200.00' 18.31' N80"16'21 "W 58.02' /J=8"57'30" 200.00' 31.27' /J=2"52'20" 1659.84' 83.17' S87"53'49"W 130.56' /J=89'50'50" 35.00' 54.88' /J=90"09'14" 35.00' 55.07' S87"53'49"W 8.75' SCALE: 1"=20' PUBLIC WATER EASEMENT~--! PER FINAL MAP 16537 WITH ENCROACHMENT AGREEMENT EAGREE 2021-0023 REMARKS 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-2, C&G . .. ·,, •,· _,,<_:. "<·· f--1 -~ 20 10 0 I l " "' I PUBLIC WATER EASEMENT PER FINAL MAP 16537 WITH ENCROACHMENT AGREEMENT EAGREE 2021-0023 SCALE: 1" = 20' 1--1 20 40 60 0 NO. 11 0 NO. 11 D NO. 11 12 ◊ DELTA/BRG S02"32'23"E --------· -RW R/W I 62.6 L f X (& I PUBLIC WATER EASEMENT PER FINAL MAP 16537 PRIVATE UTILITY PER DWG 529-9B WATERLINE DATA RADIUS LENGTH REMARKS 53.74' 4" PVC, C-900, DR-14 RECLAIMED WATERLINE DATA DELTA/BRG RADIUS LENGTH REMARKS S02 "33' 55 "E 43.83' 2" COPPER PIPE FIRE WATERLINE DATA DELTA/BRG RADIUS LENGTH REMARKS S02"23'30"E 110.D' 8" PVC, C-900, DR-14 N87'44'18"E 23.47' 8" PVC, C-900, DR-14 PRIVATE SEWER LINE DATA NO. DEL TA/BRG RADIUS LENGTH REMARKS 15 N2'15'25"W 48.26' 8" SDRJ5 SEWER LINE EXISTING 6" CURB & GUTTER TO BE REMOVED EXITING BLOWOFF TO REMAIN, PROTECT IN PLACE 0 EXISTING POWER POLE TO BE REMOVED 0 EXISTING STORM DRAIN INLET TO BE REMOVED PER DWG. 529-9A 0 EXISTING STREET SIGN TO BE RELOCATED @) INSTALL 6" CURB AND GUTTER PER STD DWG. G-02 @ SAWCUT EXISTING AC @ PED RAMP PER DETAIL 'B' ON THIS SHEET @ 4" AC OVER 12" AB, PER GEOTECH RECOMMENDATION (SEE STREET NOTE #1, SHEET 1) @) CROSS GUTTER PER GS-12 & DETAIL 'B' ON THIS SHEET ® SAWCUT & TRENCH RESTORATION PER GS-25 @ 3" DEEP GRIND AND OVERLAY WITHIN LIMITS OF TRENCHING @ TREE WELL PER DETAIL SHEET 2 ® TRAFFIC SIGNAL ELEC. BOX TO BE PROTECTED IN PLACE @ REPLACE PERVIOUS PAVERS, BASE, GRAVEL IMPERMEABLE LINER IN KIND. (SEE SHT 6 DWG. 477-6 FOR DETAILS) @ INSTALL 3" METER AND 3" BACKFLOW PER W-7 & W-8. @ INSTALL 2" METER PER W-4. @ EXIST.ELETRICAL BOX TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE CONSTRUCTION WINDOW. RECLAIMED WATER SERVICE AND METER BOX TO BE REMOVED. 6" PVC STORM DRAIN REPLACE MODIFIED MEDIAN CURB (TO NEAREST JOINT) SEE DWG. 477-6 FDR DETAIL. EXIST. TRAFFIC SIGNAL ELEC.BOX TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE CONSTRUCTION WINDOW. @) REMOVE EXISTING 12" LATERAL, REMOVE TEE, VALVE CLUSTER AND REMOVE MAR. INSTALL 12" PVC SPOOL. ® INSTALL 2" MAR PER W-10. @ INSTALL 8" BACKFLOW PER W-9. NOTE: ALL EXISTING WATER AND SEWER LATERALS SERVING THE PROJECT SHALL BE REMOVED IN ACCORDANCE TO CITY STANDARDS l-----t--+-------------l----+----l----1-----I I SH4EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DETAIL B SCALE: 1"=10' NOTE: PRIVATE WATER, RECYCLED WATER AND SEWER UTILITIES ARE SHOWN FOR REFERENCE ONLY, AND WILL BE REVIEWED, APPROVED, AND CONSTRUCTED UNDER A SEPARATE PLAN AND PERMIT SUBMITTAL. BENCHMARK DESCRIPTION: PT. NO. 1/0(CLSB-110) RECORD OF SURVEY NO. 17271 Bf::::=:::;;;;:;:=~~-LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" F IN NORTHEAST SHOULDER OF E:L CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 "AS BUil T" RCE ___ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MARJA ACRES SURFACE IMPROVEMENT ROW 2021-0370 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 201B-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9 DocuSign Envelope ID: 9964F82E-0BCB-4739-B6AC-973CECCC7FB81/26/2023
Know what'sRMBIAM"' ci z N :r: -----::,a ci V1 II :i._ z ~ "' :r: "' ~ w <N "' "' 15+56.42 GARDEN HILL m .... V1 + <D----:j 0 R/W .... "' LOOP CL 65.59 FS N ui z .... "' "' ---' ~ ~ I:!= S' I PR/VA TE IMPROVEMENTS sf 12+92.48 ENTRY DRIVE CL= ---' .....: 3: ~ 0 V -I PER DWG 529-98 m :,: u ... <J._ 0 + "' ci +uo ci "' --w w z .~ ii ~ 0 "' 0 :,: N « I c3 ~en~ "'"-V1 ~ -_ _, PROPOSED -Ir -60 -0:, <Q_N "' . 60 --: CXJ'. ~ "' "" « "! "-S , GRADE @ \ -----v ----~ 0 r--a m "' "' (!) ~ :ii~ I SEWER MAIN " I 0 stcn N -"' "-,,-" + + . "' + . < ~+---f 0 0 -+ x ~ LO cn -cno w " " + --(~~ I z ___,--,.,---.i. _ _J -u-, Xo ~✓-=--'-= = 0 ,-..: 7 -I (/1 u-, i 50 f--..,~~./",/~ 50 r---. 0.... 9.'.>, -_J -"'~-~ I ~1/\ \ EXISTING :1 -k _a:i ~ o." S'f.~R (.'.) "-~ w --I"] .... ,,1 z GRAD£@ .,__ f t c =I( -+ " IA· 4-. ' -N a:, X mo Na:, 0 SEWER MAIN --' --0 u-, • LC1-g-0 ru----40 ~ "' ::c:"~ w ---w 3::c-....io::::--o ~ 0 ~ I-0 N C""-1 v·o ;i! + ~ + tOV 0 0 ..,_ ---10+00 _\ " '\': .-.J' \ ~ ~ -(/1 I e," SE~E\< w I ~ O> rn ()._ 4\.5B L-1'· \ ---'@ 4 01% ~. ~ 0 ~"' 0 :r: (.'.) "-. (X) 'o" ~\/j(\< . e'i "' 0:, z ,.._ + • -~(-...j X a:, 0 @ 4.07% '-' .... :~ ~ 4" PVC RECLAIMED -"' ::::, 0 ,.._ e ~~ (/1 .... WAT£R LINE "' ,.. m w I =i §;; I ~ <J._ 0 . ,.. --a.. -LC1 :r: S£E 4" PVC WATER :,'>< ....... O'l C'-1 to~ 6 N PROFILE -478+68.80 L,JO ..---..---~2: I fltOO 12+00 PRIVATE SEWER PROFILE -478+83.60 SCALE: HORIZ. 1 "=40' / VERT. 1 "=8' R/W I 79.03 RIM 40 --13+00 11 PRIVATE IMPROVEMENTS 36+00.19 SMH NO. 22 ~ '------------t--+--P_£_R __ D_W_G __ 52_9_-_9 __ a ____ 774~-~03':--'7R7IM':::-:::-:-:=--=-----------l----::,~-----,----I ---' "' __, a I Iz m ::J cJ 36+51.46 SMH NO. 23 /,,,,------czw,+li<~--J-------------,--..,.f---------------+--------+--:;;-,,,,:C-----!1--------1 o u :=;::: cc ' N PROPOS£D i\ /v ~ ---' 8J j · GRADE @ '-" w ~ ~ o._ ~ SEWER MAIN =: : :-~ ----f!--~-2 --~f---------y·---\1------+.,,.-7",c:_ ---------l¼-------, r---. r-... N C/1 vi L.() "'u t/1 V1 + + ~ ::i: "'Q"" c3 ~ 1 LL. 0 :::i!: ~~ 65 ~ r=:lO ~ a:: ;g=:..r ~~"~I ~a:: 65.,, --~~ .... _-__ r--N--,..---ci~ ' 00------~=~-----+------H~------~--cr-+rocox ..-1 (01 +ao V .....: t<')I..J...J +a::: co..... ~ r.o co.. nco 17---'2."' , 1 w w i-----i-----,,t---"-. \ I 1' MIN. ·w ~----EXISTING _ ____.,/ , "-CLEAR ------~ ,..; GRADE @ 1' MIN. -----w w '° "' --ER MAIN ,! I ~.f. °' °' 55 55 --,-----J-t--t-·Hl=--'C"L~R,~-----,-----,4~-=::-~:u,~. ~ ---' r:;;+sa-------+--, -~ s" Sc.'f4V' LL ll) tO C: (.!) @-4.54% D (.!) W COZ Nz -cnx ~x N--Lf) □------------+--------------+-----, -.:t-ll)(.I) WO • <J._(/1 ~ WOCl Oo ~~ Io I fe = en 45 --+-----=,_..d---J!.,---+~--+<E----+---------------+----N "'----------+--45 :::;::. -r--~ Nrt 1j; I= o I..(') _J -.-l'0 N l'0 N e ~ g;: Cl~ -N LL 69.92 L.f. t 8 SEWER w @ t0.75% w ~ -N 0 0 N ,.._ ,,-; u-, c--l c--l "' "' "' -"' a. z >-55 50 45 40 60 55 50 45 z R/W _!', 0 ... I c5 ~ "' z 0 z ~I o-z '-' §;! ~ §;! <J._ (/) !i "' . (/) ,::' < _____c:j ,.._ (!) "' '<-., I ,, "-,,-.... G:i1 co N !;;: r--: ci ~ + x "'' 0 w -N 55 +• I + g ": JEX/STING -----------~ ;!: ~ GRADE r -, I ------'\ -\PROPOSED \ GRADE@ TOF OF PUBLIC I'-' RW MAIN 2" COPP£R RW , __ ----\ ,J \CONTINUATION PER DWG. 529-98 ~ "" 0 w z "' D "' N 0 ,., _ "° z "' (/) ~ < = l~N + !le 0 xw + w= 1+00 1+50 I II a. 0 g ----' ---' :,:: II :Z ---' w < 0 ~~ 0 "' ~i---: "' ---' ~b ---' 0 _w~ :£ " . co <D "' .... .,,, +-"' + .... 0 .... _ 2" COPPER RECLAIMED WATER PROFILE -479+17.86 SCALE: HORIZ.1 "=20', VERT.1 "=4' ~ R/W w >-"' "' I ~ffii • >-= -"'"' ~ ~ o w~l""1-]!2 5 I z r(/) I ---' :::::,W<(3:; ;z D ~ I 0"' 0 ~ ;;j et:: a::::3:0 ~ < :,: D wO 3: u ~riit5 ;z 0 -;z I 8 __ ---' "'w <:.: w PROPOSED/~~ I o3:ua::::: = GRADE@ ,c>"' I rn., <CW §; ~ w <C..-rno.. CD ) = a. i=' WATER MAIN ~ V1. . "' a= (/) ' I .L -, "' -< 0~ ,::: "" ~ ~ ."' l EXISTING I 0 ci "' "' -":--' .,. GRADE 0 • ~><~~>< ;±: ~ I -.-I..J...J._...----1..J...J ----i J ' r, I --- -\ -----' roe QE ppm ,r \ ' 1" COPPER \. WATER MAIN -_..,,.lJ -----" II <J._ § :::J ~ I V z 1+27.32 z w 3E ABANDONED 12" WlR 0 "' < ~~ (!) >-1+14.67 ---' b EX. 8" SWR (IE 42.50) 0 ci N 50 50 ~--45 45 40 40 60 55 L---50 --< "' I gJ "' ~ -0 45 60 "' ~ z < "' 0 "' "' i=' II <J._ 0 0 ---' -:::J > II :,:: 0 'lo ---' z <w Wo w "' "' a< ~ z "' . -:i: ...,:-="' u < ---' Xw> u -°N U CL ---' 0 XiS"'c,.. wO "' ~ ~-.-~ or -I co .... o':.t-~ '° .,,, 0 X .. +-o<D N 00 + 0 .......... r--.: r:; S"= ;±: 3: ~ 1---;;i 3E " -~ "' ...,:-~ ~ ----' 0 ~ -0 g ---' 00 ::I """ '"":,:: -.... z"' I""') I..J...J «! NO <XJ +"' 0 a<+ -1(.!) -1+00 I R/W ABOVE GROUND WATER METER ASSEMBLY & I BACKFLOW ASSEMBLY PER CMWD W-7, W-8 ' ;z I w 0 0:, € I OZ as~ 0 ~ >-' ~ >-II z !~ 0 0:, w "' ---' @s ~~ >-' w i5l '# I ..-J "' ,:t; -0 < I Be'~~ >-' I g ---' g "' "' ,,,-"' "' a. "' I . ---' ON <O ~~ I ..
.
. µ "' -"' ---' "' :::r:: tr.I O C) 0 ,n:,:: :::s -0 b ~ r--: ~ \ "" ~ "' . ---' ,:t; to~ -< a, z 1£?0~1.J.... m-V n "! . ·~ t'"'""' ' mo ,..-; (/1 .... N -"' \ I +"' 00" et:: a:::i a< + N W '¢ "' "' ~ GRAD£ I -(!) -..... 0... ...__.. le!I..J...J .,....:-..t-~1-I ~ [D N • + 0 + >< >--w I -I -, -----'\ I PROPOSED-\ ~ GRADE@ WATER MAIN ' ::a ~ rT~P OF PUBLIC'---~ 1 V---4 PVC C-900 ----------WATER MAIN i:,:: "' • N -0 !le-w (/) 0 z "' "' ~ 0 "' • N 0 "" co .... ~ ~ + xw + !:al w= "' 0 ,..-; "' 20' + NO JOINTS INSTALL RESTRAINT JOINTS 1+50 2+00 4" PVC WATER PROFILE -478+68.80 SCALE: HORIZ.1 "=20' VERT. 1 "=4' PER CMWD W-8 -....-----V -1----~ ABOVE GROUND:\ BACKFLOW ASSEMBLY ,.........~ d 2 'b 3' "' "-,,-"' a.~ :g >-"N x w rPROPOS£D GRADE@ WATER MAIN L+ :;:j EXISTING ;!: ~ +I~ /__,.------GRADE ~ / ~ TOP OF PUBLIC ,..Jc=..=_::_--+----8" PVC C-900 -----~ FIRE WATER MAIN \ \ I 3' COVER\ ' 1m I 1" MIN /2~,.,...,.._--,--+--+------,,.'~ -+-+-+----+-~----+>-,----/ ;~(/ 1' MIN. / '' 11 '-----r-----0 .... t--__ -f-- -----55 50 45 40 70 65 60 II <J._ 0 0 ---' :::J > ~ I 0 II z 'lo ---' w <o w "' w "' < ~ 0 "' ~...,:-'lo -"' ---' X §;! ~a "" a. ---' 0 -. ,x "' w .... -N-~ or -, N r--0~ '° .,,, 0 +-ci "' 00 + 0 • .... 0 ;±: ~ .... _ ,---IN +-~ --~ "' ~ ...,:-~ ~-'a ~ -0 g ---' "° ::o • N '"":,:: -... :z"' f'l"iw ~ NO t"J 6~ + -I(!) -1+00 ABOVE GROUND R/W BACKFLOW ASSEMBLY I PER CMWD W-8 ' I I PROPOS£D __,,..-~ GRADE@ 0 >-II "' I ---' @s z< WATER MAIN '# -0 -0, I < I "' -g ---' "' 0, I . ---' ON "' -"'~ "' 0 L.('J~:c :::s -w •N >-"' . ---' < a, z 1£?0~1.J.... o ~ a lex"""' ' mo f"I") (/) -.:I-~ I += 00., et:: od t2 "' ~ • GRADE I a« +NI..J...J -.:I--(!) -.--a...-----. w .,....: -.;;I-~ (D N . -----------+ 0 + >< -.-1---.-I..J...J --. I -' ----~ ~ • N -0 !le -w z "' (/) e'l 0 D "' • N N 0 .,,, (X) .... r--: ~ N + xw w= + !:al " T " I ,v; \ ~ ' -r--(TOP OF PUBLIC\ -_ ~ 8" PVC C-900 ---=----~--r-FIRE WATER MAIN ----------0 0 20' z 0 as w as CD cc NO JOINTS CD >-' >-' . "' "' "' [;:!~~ c-=~~ "'! ~. 00 ...,.: ~ C) ;;, "'0 "'"' .... • N . + .. ,:t; 0 ....: r---N ;:: irj "' -.... INSTALL RESTRAINT JOINTS 1+50 2+00 2+50 8" PVC FIRE WATER PROFILE -478+62.85 SCALE: HORIZ. 1 "=20' VERT. 1 "=4' 3: 0 c::' 70 "' a:, • u "'< I INSTALL RESTRAINT JOINTS Orn 3: "" Ze::::w~ > "' :::, ~ 0.. _!', "' \;,; ~ w )-r---~ -Id~ R/W D::::Z:(6:b "' w "' N <..> I wa:::::~o l!c! --' -<: >ww3: 0 ~ o:r i::l<J o>-vi z i=co CY w>-.,.,c= (I) Cl I a]<t'.:(l)::::Z: ~ z <J._ <e:=:<u ,'"' w ow < 8:, B~ I u N '-' .... 00 -:::, ..,_ z . 0 "'0 I d ,x 0 <O <'"' 0 -_ l JL .::r N~ + CDZ ..,_ . <:::, "' w -. '"' "! ·"-,,-+ xz I .;; 0 X --r---w :::, ~'b --. --+ .. I, ~ a..._ -;;i I .... ;+: ;: LI \. \ ~ 6 ::::; ~ \. ::0 " I "7 ~ vi -' -, ;;i J_ I ► ::::; ' ::, I z " CX) (.) z -G) I I I i ' r I I r ~ \ 0:, \ "' I /5 ~ c= < :::, 20 FT NO JOINTS IN PROPOSED PVC WATER 55 50 45 40 70 65 60 --:r 3'= 0::-N ~ o... ~ ~ F0 10+23.30, 20.00' LT, ~ (/) ::;-sARDEN HILL LOOP= "' "--,ri a, .... 40 40 55 \ as --~ CD W 0 -as rn -I-------< 55 ~ 55 z -MAIN CENTERED OVER 55 39+00 55 m ~ + m ~ 50 45 /) below. Call before you dig. z 0 t, w (/) a. 0 ;: --H • <J._ Ne-.... 0 . z "' w~ 38+oo 37+00 PRIVATE SEWER PROFILE -471+77.79 SCALE: HORIZ.1 "=40' / VERT. 1 "=8' 86.56" INSTALL RESTRAINT JOINTS w u -H ~ <J._ w >--H w u w <J._ ~ (/) a:, ;z >-u ,-..: 0 ~ 1,,2 6 ": w "' tna:-.... w (/) m "' w .... (/1 "' "2 w >--ci z :::, "' z 5 "' ci 0 >--"' ~ + o"":; 'i:i:i N (C '-' co ~~ m co ., ~ + i::i 00 ~ (X) N to .... §;! "' "' "' w --co + GRADE + to + ao + "' ~ "' ~ + "' o-a: N (/1 a:, . ~ . ,-..: (X) "' ,.._ "' ,.._ . ..... sl-N .... "'~ ... co .... N z 0 c= Eil (/) <J._ 0 ~ . +i55 No._ ->-Zoo 13 . wr--o:,~ rnsnN,1 i:J. f------------------\--50 TO OF PUBLIC-\ 12" PVC C-900 REI LAIMED WATE . I ~ I fr; MIN I ' 45 \_ EXIST. 12" PVC RW I I PER DWG 447-6 478+5D.40 478 78.91 22.5' BEND, 45.3 TP± 22.5 BEND 45.3 TP± 36+00 -65 60 1+09.00 12" RW, 45.3 TP "' 0 .... + = -0 .±~ 1+00 1+50 1" COPPER WATER PROFILE -478+46.95 SCALE: HORIZ.1 "~20', VERT.1 "=4' 31.78' ,.._ z INSTALL RESTRAINT JOINTS m z m 0 ,.._ ~ "' w m ~ 0 a:i c= m 0 u -r-.. c= ,.._ u sf ,,-; > u;i .... .... u N + ½! + ea ,.._ 0 "' "' ,.._ -65 ,.._ .!. ,.._ ~ (/1 w -,.._ .... 0.. .... 0.. u-, -,.._ "' ,.._ ,.._ 3:m..,. 0 o .... .... 0 "-,.._ 0 3: EXISTING l 3: z • ,-..: z oe-w a:, "' w "' -GRADE -H rn rn -H • <J._ --~ ~ N >-"' ---"' -----c'J "' z "' [3 ~ "' N (.!) OC! --w :fl w[;; 60 -TOP OF P JBLl\0 12" PVC -900 d RECLAIMEC WATER 1' MIN j ~ r \_ EXIST. 12" PVC RW 55 471+73.06 I PER DWG 447-6 55 22.5" B ND, 56.29 TP± 471+53.06 ~ 22.5" BEND, 56.90 TP± 8" SEWER 50 <J._ 0 ;: "' ~ • N S!l [: ~ 1+00 NOTES: 0:, INSTALL RESTRAINT JOINTS 1+50 2+00 8" PVC FIRE WATER PROFILE-471+63.16 SCALE: HORIZ. 1 "=20' VERT. 1 "=4' 1. EXISTING UTILITIES SHOWN ON PROFILES ARE BASED ON AS-BUil T INFORMATION. CONTRACTOR SHALL POTI-IOLE EXISTING UTILITIES AT EVERY LATERAL CONNECTION TO VERIFY DEPTH, AND INFORM THE ENGINEER OF CHARGE OF ANY CONFLICT IMMEDIATELY. 2. IF ABANDONED MAIN IS ENCOUNlERED AND IN CONFLICT WITH PROPOSED LAlERALS, THEN CONTRACTOR SHALL REMOVE AND DISPOSE OF Tl-IE DEBRIS IN ACCORDANCE WITH CITY OF CARLSBAD GUIDELINES. 3. CONTRACTOR SHALL PLUG ENDS OF ABANDONED PIPELINES WITH CONCRElE (TYPICAL) /s ffi u <J._ 50 i-------1--------------150 1+00 1+50 2" COPPER RW PROFILE -472+14.07 SCALE: HORIZ. 1 "=20' VERT. 1 "=4' 3" EX. RW MAIN "' -z co 'b ~ < 0, :::s Ne, ---' + . ci w Xco => w-"-... . 0 --"' + x w 1+00 1+50 4" PVC WATER PROFILE -470+51.28 SCALE: HORIZ. 1''=20' VERT. 1 "=4' 479+00 479+50 12" PVC RECLAIMED WATER DIP #1 PROFILE SCALE: HORIZ.1 "=20' / VERT. 1 "=4' 472+00 472+50 12" PVC RECLAIMED WATER DIP #2 PROFILE SCALE: HORIZ.1 "=20' / VERT. 1 "=4' ,_-+----+------------+-----+------il-------i----llsH5EETl.c_r_T_Y_o_F_c_A_R_L_s_B_A_D~lsH5Tsl _ ENGINEERING DEPARTMENT HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 NOTE: PRIVATE WATER, RECYCLED WATER AND SEWER UTILITIES ARE SHOWN FOR REFERENCE ONLY, AND WILL BE REVIEWED, APPROVED, AND CONSTRUCTED UNDER A SEPARATE PLAN AND PERMIT SUBMITTAL. BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) R£CORD OF SURVEY NO. 17271 Bf::::;::::;:;;:;:;::~ij--LOCATION: W£LL MONUMENT STAMP£D "CLSB-110 L.S. 6215" r= IN NORTHEAST SHOULDER OF £L CAMINO R£AL ±1/2 MIL£ NORTHW£ST OF CANNON ROAD AND ±50 F£ET NORTHW£ST OF PAC-B£LL MANHOLE R£CORD£0: F£8RUARY 2, 2002 £L£VATION: 71.96 DATUM: NGVD 29 "AS BUil T" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MARJA ACRES WATER AND SEWER PROFILES ROW 2021-0370 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9 DocuSign Envelope ID: 9964F82E-0BCB-4739-B6AC-973CECCC7FB81/26/2023
Know what'sRMBIAMSTANDARD SPECIFICATIONS 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LA TEST VERSION. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST VERSION. 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST VERSION. 5. FHWA STANDARD HIGHWAY SIGNS, LA TEST ENGLISH UNIT VERSION, 6. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST VERSION. 7. SAN DIEGO REGIONAL STANDARD DRAWINGS, LATEST VERSION. LEGEND ...L 'l, STOP /JfAD .... Ju EXISTING STRIPING PROPOSED STRIPING PROPOSED ROADSIDE SIGN INSTALL TYPE IV(R) PAVEMENT ARROW AS INDICATED INSTALL "STOP" PAVEMENT LEGEND AS INDICATED INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED INSTALL BIKE LANE PAVEMENT ARROW AS INDICATED INSTALL "BIKE LANE" PAVEMENT LEGEND PER CALTRANS A24C REMOVE CONFLICTING EXISTING STRIPING BY GRINDING, ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. = D D D D lpz=zizl INSTALL BIKE LANE CONFLICT STRIPING AS INDICATED. . . GREEN TRAFFIC PAINT SHALL BE ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) OR APPROVED EQUAL. PROPOSED SIGNS 0W1-1 (RT) ~ R3-2 ~R1-1 RIGHT ~E iUST lURN RIGHT R3-7R R6-1 (RT) BrnN ~ RIGHT lURN LANE • mo TO ~K[S R4-4 R4-7 0 OM1-3 SIGNING AND STRIPING GENERAL NOTES 1. THE CONTRATOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), CALTRANS STANDARD SPECIFICATION (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND CITY ENGINEER PRIOR TO ANY CHANGE IN THE FIELD. -5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS, STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING, SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). R1-1 "STOP" SIGNS SHALL USE TYPE IX PRISMATIC, CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS 'MTH A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKING AND PAVEMENT LIEGENDS BY GRINDING, DEBRIS SHALL BE PROMPTLY REMOVED BY THE BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILING. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERl'l1SE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERl'l1SE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST VERSION) AND SAN DIEGO REGIONAL STANDARD DRAWINGS M-19. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) UNLESS OTHERl'l1SE SPECIFIED. 15. SIGNS 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 MOUNTING BRACKET WITH STRAPS. 17. EXISTING 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 AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 MARKER ARE TO NE INSTALLED IN A 2-FOOT MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"x24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"x12". 20. ALL NEW OR RELOCATED SIGNS SHALL BE WELL VISIBLE, NOT BLOCKED BY ANY OBSTRUCTIONS. CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE: ANY VE:GETA TION BLOCKING THE NEW OR RELOCATED SIGNS. below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 \___ 6 INCH WHITE LINE DETAIL 39-BIKE LANE LINE -NOT TO SCALE -::::----RIW _ -------....._ -....._ ....._ 483 ....._ -------------------4 2 --------WHITE PAINT BIKE LANE AND ARROW PAVEMENT MARKINGS PER CA MUTCD FIGURE 9C-3 OPTION B-HELMETED BICYICLIST SYMBOL 12" ANGLE HATCH (TYP) 6" WHITE BIKE LANE LINE DETAIL 39 BUFFER LANE GUTTER FACE OF CURB 8' WHITE BIKE LANE DETAIL 39A (TYP) 12" WHITE GREEN PAINT 3' H 0 CONFLICT ZONE STRIPING WITH DEDICATED RIGHT-TURN LANE NOT TO SCALE HIGH VISIBILITY CROSSWALK MARKING DETAIL NOT TO SCALE -------------- -----------EL CAMINO REAL -__ RJW--_____ 9---- ----+ AREA TO BE RE-PAINTED (STRIPED) DUE TO GRINDING & OVERLAY -------REPLACE BIKE BUFFER TO BE 12" WHITE STRIPE AT 45·, 40' CENTER TO CENTER ---------FIIW--4809' ---1 1 ' --GR -___ R3-2 _I_R6-1 RT 11' --4 7 ----------I --11, • \ ALL EXISTING STRIPING AND MARKINGS SHALL BE RESTORED TO A "LIKE NEW CONDITION" PER SIGNING AND STRIPING GENERAL NOTE 6 ON THIS SHEET I I I I -••• R3-7R ~ -12' 11' 11' IKE LANE (GREEN PER '-J·,~, .. •t"t:}}::Y.,0i'i1~;'.!.o ~'.t:f:>!,(~=11~ .... ~ .... v, ' R/W~ \ \ AREA TO BE RE-PAJNTED (STRIPED) DUE TO GRINDING & OVERLAY 4 5 ------I I BIKE LANE STRIPING PER DETAIL 39A I I I I I I I I I I I REPLACE BIKE BUFFER TO BE 12" WHITE STRIPE AT 45", 40' CENTER TO CENTER 474 R3-7R -I I ---BIKE LANE (GREEN) PER ,-----DETAIL 39A I ..-. ---' R4-7 0\/11-3 ') MEDIAN NOSE SHALL BE ~H-'1\--.,..,,I 11 PAINTED YELLOW "' --/ DETAIL 39A , vi -----AREA TO BE RE-PAINTED EL CAMINO RERA3L-~2=:__ __________ -_-_-_-_-_-_-_-_-_-_-_-_-_=-~;=-=-=-=-==--== (STRIPED) DUE TO GRINDING & OVERLAY --1------------:4}0 4 g 11 ' 12' _..::::.;,::=_.:::_: ___ _.:,,,"""?;:;;-----:::.:R6-1 RT --.J _,.._ HIGH VISIBILITY ----, ALL EXISTING STRIPING AND , BIKE LANE (GREEN) PER I MARKINGS SHALL BE RESTORED TO / DETAIL 39A l A "LIKE NEW CONDITION" PER -' BIKE LANE (GREEN) PER CROSSWALK MARKING / I Jlll)f----SIGNING AND STRIPING GENERAL 12" WHITE f' ~ NOTE 6 ON THIS SHEET STRIPING PER -DETAIL 39A cc~~~-MiE=:;D~IA~N-~N,asE sHALL BE BIKE LANE Bj • r ---I ---r-ea..·--r..ea-_· _ -_-_--7 DETAIL 39Ar:x;)<J.!<:,.x;;µ-24~2,..2,._,-..i--7 1-i------T . --= PIAINTlED ~LLOW \ .+-Ml R4-7 0\/11-3 ,'THERMOPLAST4IC !1' *i El 11 -,,---7--•-11 I I I ', II j -i-+ _, -__ , _, --t--, -;STALL ~• FROM STOP BAR \ 0 I 1 -F\---i-"\ i !l I L . r 1 , 1 1 I 1 ' 1 , 1-r - -T -T ---r ---r --1-1 MEDIAN NosE sHALL BE---l--1Hl----"'~ 1 1 , 1 1 r 1 1 1 1 1 1 1 1 PAINTED YELLow I fj_J LL __ L __ \ __ _J __ .1 __ _..l_J ~•-l'' r \-="-\I--, ,JI ,\. _ --1, +-•_j_"\ I ' II -------,__ ~ t-1_,...,.....-1 I I \ I , , \ \ __, ~ SCALE: 1'' = 40' i ~ i i i 40 20 0 40 80 120 BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 "AS BUil T" ; Lli ~--T-,-,--1 I □L-=-=-=~---=-------i1 L I I I I I_ fr==i-;r::;:=-:-=~=-=-:-=:--=-==JI _, __ , __ ,_L __ L __ I __ _j __ _J llIIIII I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: MARJA ACRES SIGNING AND STRIPING ROW 2021-0370 I SHE6TS I PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 Bf::::;::::;_:;;:;::~ij--LOCATION: WELL MONUMENT STAMPED "CLSB-110 LS. 6215" APPROVED: JASON S. GELDERT r= IN NORTHEAST SHOULDER OF E:L CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 RCE __ _ REVIEWED BY: INSPECTOR EXP,----DATE DATE INITIAL DATE ENGINEER OF WORK DA lE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9 ~-------~ DocuSign Envelope ID: 9964F82E-0BCB-4739-B6AC-973CECCC7FB81/26/2023