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Home My WebLink AboutDWG 497-1E; CT 15-09; QUARRY CREEK PA R-4A EAST; 01-22G£N£RAL NOTES PR/VA TE IMPROVEMENT PLANS FOR: I. 2. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STR££T NOTES QUARRY CREEK-PLANNING AREA R-4A EAST 3. 4. 5. 6. 7. 8. 9. STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. CITY APPROVAL OF THESE 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 TH£ CITY ENGINEER FOR APPROVAL. 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 TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE P£RMITT££'s POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HAVE A RATING OF 'fl-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. REVISION OF THESE PLANS MAY BE REQUIRED IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO THE DEADLINE DAT£ OF TH£ IMPROVEMENT AGREEMENT. NO REVISIONS WILL BE MAD£ TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON THE APPROPRIATE SHEET OF TH£ PLANS AND TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FJNAL ACCEPTANCE OF TH£ WORK BY THE CITY. 10. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TH£ PROJECT SIT£ AT ALL TIMES DURING CONSTRUCT/ON. It. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) I. 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 TH£ PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND TH£ ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEER/NC INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA Y.5 BEFORE TH£ 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-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE "cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING THE STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN T.WENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS, IN OTHER AREAS TH£ 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 IV 0.3 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 S.D.R.S.D. owe. M-19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE R££SIABLISH£D, PERPETUATED, AND DOCUMENTED PER TH£ PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NC INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN {100 WATT) HIGH EFFJC/ENCY INDUCTION LIGHTS. SEWER NOTES COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF t. TH£ STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ " CITY OF CARLSBAD ENGINEER/NC STANDARDS'; AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION (GREEN BOOK). CITY £NCIN££RINC INSPECTOR WITHIN TWO WORKING DA Y.5 OF COMPLETION OF FJELD TESTS. TH£ WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO TH£ CITY £NC/NEERING INSPECTOR UPON COMPLETION OF THE FJELD TESTS. 12. A PRECONSTRUCT!ON MEETING SHALL BE HELD AT TH£ SIT£ PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF THE WORK. TH£ CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING TH£ INSPECTION LIN£ AT (760) 438-3891 AT LEAST FJVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 2. BEFORE ANY CONNECTION TO THE C!TY's EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. WATER NOTES I. WATER AND RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ''c!TY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 AND 3. BE MADE BY CALLING THE £NC!N££R!NG 24-HOUR INSPECTION REQUEST LIN£ 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM TH£ C.M.W.D. OFFICE AND MUST 15. AT {760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH£ DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL BE MAD£ TH£ NEXT DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. THE OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM!mNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF TH£ SHORING, BRACING SLOP£ OR OTHER PROVISIONS TO BE MAD£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FJVE FEET (5') OR MOR£ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SY.5TEM STANDARDS ESTABLISHED BY TH£ CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE COD£. TH£ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDIATELY, AND TH£ PERM/TT££ WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND TH£ UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD £NG/NEERING INSPECTION 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 LIN£ 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 APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 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 MARSHALL. 7. ALL PO/ABLE WATER AND RECYCLED WATER SERVICES SHALL BE /" AND ALL METERS SHALL BE 5/8" (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. 9. MINIMUM SPACING BET.WEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE IO FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRAD£ 17. ALL OPERATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO, INCLUDING ti. CONSTRUCT/ON OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO THE ''cR!TERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA 's DEPARTMENT OF HEALTH SERVICES. WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETWEEN 7.·00 A.M. AND 6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS (A LIST OF CITY HOLIDAY.5 IS AVAILABLE AT TH£ ENC/NEER/NC DEPARTMENT COUNTER.) 18. ALL OFF-SIT£ 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 TH£ GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 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 DECREES/EACH CASKET). USE CERTAINTEED "VINYL -IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 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. 20. TH£ EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN 15_ ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH£ PRIOR TO BACKFJLL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT 21. 22. AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ 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 TAK£ DU£ PRECAUTIONARY MEASURES TO PROTECT TH£ UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF TH£ CONSTRUCTION TO PERMIT TH£ REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAY.5 PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 811 SDC&E (800) 660-7343 AT&T (800) 892-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) (760) 438-2722 *SAN 0/EGU!TO WATER DISTRICT (760) 633-2650 • LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * VALLECITOS WATER DISTRICT (760) 744-0460 * OLIVENHA!N WATER DISTRICT (760) 753-6466 •BUENA SANITATION DISTRICT (760) 726-1340 • OCEANSIDE SEWER DISTRICTS (760) 435-4500 • CITY OF VIS/A (ENGINEERING) (760) 639-6122 INTERVALS. WIRE TO ENTER VAL VE 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 CONTINUOUSLY 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 ATIACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIP£ SHALL BE CAPABLE OF BEING LOCATED USING TH£ TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILL/NG. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEICHT POLYETHYLENE {HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE I, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF TH£ ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. . ll 2 SIGNING AND STRIPING NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {FHWA 's MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS 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 PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR 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). 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 TH£ CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR 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 CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE /0' INSIDE DIMENSIONS UNLESS OTHERWISE SPECIFIED. I/. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FJRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION I, AS AMENDED FOR US£ IN CALIFORNIA) AND REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. I 4. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFJC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA) 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 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 OMJ-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FDOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE J8"x24" AND THE OM/-3 OBJECT MARKER SHALL BE /2"x/2~ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORMATION GATHERED IN MARCH 2014 BY PROJECT DESIGN CONSULTANTS PHOTOGRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGAL DESCRIPTION LOT 4 OF CARLSBAD TRACT CT 11-04, MAP NO. 16038, CITY OF CARLSBAD, STATE OF CALIFORNIA. FILED IN TH£ COUNTY OF SAN DIEGO ON JULY 10, 2015. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040-1/ AND 21 OF TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1671. "DECLARATION OF R£SPONSIBL£ CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM.· SB&O, INC. ----~, . ADDRESS: 3990 RUFFJN ROAD, SUITE I 20 CITY, STATE.· SAN DIEGO, CALIFORNIA 92123 TELEPHONE (858) 560-1141 Q~t SSiO_''J:>~ ,...,.---: _____ ,:•-. \ p ~' <f' '-J o\ '1/, -t:. !---(l:;-·0;-; Gl 0 T ~\ z_ 0 "t: -,o rri w No.68547 i:-r1 B~ MRON PARKER DATE.· __ _ P.E. C68547 R.C.E. NO.: ___________ _ ,,_p_._ 9/30/17 ,,_.-0 0j. ',-... _Cl V I \_ c;;:. '(· REGISTRATION EXPIRATION DATE.· 9-30-17 SIGNED: b ~ LIST OF ABBRtVIATIONS EXIST. R/W TYP. F.G. T.C. F.F. S.C. AC. If {f_ I[ MIN. P.P. E.P. DIA. E. O.E. V. C.P. S.F. L.P. R.C.P. T.W. S.M.H. G.F. D.1.1. SDRSD EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRAD£ TOP OF CURB FJNISHED FLOOR SUBCRADE ACRE PROPERTY LINE CENTERLINE FLOW LINE MINIMUM POWER POLE £DC£ OF PAVEMENT DIAMETER EXISTING OVERHEAD ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER MANHOLE GARAGE FLOOR DWELLING UNIT SAN DIEGO REGIONAL STANDARD DRAWING ,.-z,,..{; '-....::.::::;=----o1.'5- --.;,'--:::.-~9r Cf:..1..,\'t B.W. H.P. F.S. C.B. c.o. D.G. P.C.C. STA. DWG. MAX. ELEV. O.C. SIM. ST. LT. PVT. DWY. PKWY. S.D.C.O. CTR. MOD. S.C.O. I.I.NO. I.E. C. Y. -..:..:~-~ BOTTOM OF WALL HIGH POINT FJN/SHED SURFACE CATCH BASIN CLEANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCRETE STATION DRAWING MAXIMUM ELEVATION ON CENTER SIMILAR STREET LICHT PRIVATE DRIVEWAY PARKWAY STORM DRAIN CLEANOUT CUTTER MODIFIED SEWER CLEANOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC YARD CITY BENCHMARK: SH££T INDEX SHEET NO. I 2 3 4-11 12 13-20 21 22 DESCRIPTION TITLE SHEET INDEX MAP, NOTES, DETAILS TYPICAL SECTIONS SURFACE IMPROVEMENT PLANS CURB RETURN PROFJLES UTILITY IMPROVEMENT PLANS SEWER LATERAL TABLE STRIPING PLAN R£F£R£NC£ DRAWINGS PLANNING AREA P-3 PRECISE GRADING PLANS - QUARRY CREEK owe. NO. 484-51. PLANNING AR£4 R-3 ROUCH GRADING PLANS - QUARRY CREEK DWC. NO. 484-5C. PLANNING AREA R-3 IMPROVEMENT PLANS - QUARRY CREEK DWC. NO. 484-5£. CARLSBAD TRACT 83-21 VILLAGES 'V" AND ''p-1'; owe. NO. 244-3. SOUTH COAST MATERIALS QUARRY GRADING PLAN DWC. NO. 470-5A. MARRON ROAD GRADING PLAN DWC. NO. R/1148 - CITY OF OCEANSIDE. MARRON ROAD IMPROVEMENT PLAN DWC. NO. RI 1146 - CITY OF OC£4NSIDE. CITY OF CARLSBAD MASS GRADING PLANS - QUARRY CREEK DWC. NO. 484-5A. CITY OF CARLSBAD IMPROVEMENT PLANS - QUARRY CREEK owe. NO. 484-5. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83, ZONE 6, /99/.35 EPOCH GRID BEARING BETWEEN POINTS CLSB-087 AND CLSB-088 PER RECORD OF SURVEY NO. 17271. ,:e. N76"/5'oo''W. OWNER/APPLICANT PRESIDIO CORNERSTONE QC, LLC. 4365 EXECUTIVE DRIVE. SUITE 600 SAN DIEGO, CA. 92121 (858) 458-9700 L£G£ND ~ EXISTING IMPROV£M£NTS DESCRIPTION EXISTING ELEVATION SYMBOL g1_o_J2L . - EXISTING CONTOUR EXISTING SEWER LATERAL ._____....---.. 2 70 ---------- -----+---,,.~_) EXISTING WATER LATERAL EXISTING CURB AND GUTTER EXISTING GAS EXISTING ELECTRIC EXISTING SEWER EXISTING WATER EXISTING FIR£ HYDRANT EXISTING SEWER MANHOLE EXISTING RETAINING WALL EL CAMINO ~ COUNTRY CLUB '.4 78 PACKARD ---------------- HAYMAR DR. 0-----------~---/-~--,,. __,.-- "'-ADOBE _ _,...... ~ SPRINGS RD. VICINITY MAP NOT TO SCALE THOMAS BROTHERS PG. I 107, GRID A-2 2006 EDITION II AS BUILT'' P.E. EXP. REVIEl,IED BY• INSPECTOR ------- E. ----- s ------- DATE DATE DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED '1..S. 6215" WORK TO B£ DON£ THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIM£ OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. /. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEER/NC STANDARDS. 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO. 7195 FOR CT. 15-09 AND PUD 15-18. 5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. "CEOTECHNICAL INVESTIGATION, QUARRY CREEK II, CARLSBAD/OCEANSIDE, CALIFORNIA" DATED MAY 11, 2012 PREPARED BY GEOCON, INC. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/FJED BY TH£ CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SW-14-292 PREPARED BY PROJECT DESIGN CONSULTANTS DATED MARCH 23, 2015, WDID NO. 9 37C372464 AND AMENDMENT #8 SWPPP DATED NOVEMBER 3, 2015 BY SB&O INC. 9. STORM WATER MANAGEMENT PLAN (SWMP) SWMP 14-13 PREPARED BY PROJECT DESIGN CONSULTANTS DATED MARCH 19, 2015 AND SWMP 16-32 PREPARED BY SB&O INC. DATED AUGUST 6, 2015. 10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. I/. £/R I 1-02 PER PLANNING COMMISSION RESOLUTION 6939. 12. CALIFORNIA BUILDING CODE, CHAPTER //B, LATEST EDITION. STD. DWG. NO. L£G£ND DESCRIPTION (CITY OF CARLSBAD U.N.O.} SYMBOL PROJECT BOUNDARY CENTERLINE EASEMENT PRIVATE 4" A.C. PAVING AND 6" BASE (CLASS ii) 6" TYPE "c" CURB AND GUTTER (PRIVATE) 4" MODIFIED ROLLED CURB 6" CURB (PRIVATE) O" CURB (PRIVATE) P.C.C. SIDEWALK (PRIVATE) PEDESTRIAN RAMP PEDESTRIAN RAMP P.C.C. DRIVEWAY (PRIVATE) P.C.C. CROSS GUTTER (PRIVATE) PRIVATE 3' RIBBON GUTTER (PRIVATE) STREET LICHT (PRIVATE) G-2 {SDRSD) EB C-1 {SDRSD) EB C-7, G-9 (SDRSD) G-30, G-31, G-32 (SDRSD) G-27, G-30, C-32 (SDRSD) C-14A * C-12 (SDRSD)* EB £-/ (SDRSD)* SEE NOT£ SHEET 2 ~ . ·;J' .. < K· ,- 0-V 6" WATER MAIN {PRIVATE) W-2 (CMWD) ffi ----- 2" WATER SERVICE, NO METER, 2" BALL VALVE AT BACK OF CURB OR SIDEWALK MOD. W-4 (CMWD) ---+------1 ~ CATE VAL VE (PRIVATE) THRUST BLOCKS {PRIVATE) 8" SEWER MAIN (PRIVATE) W-13, W-16 W-15, W-16 (CMWD) S-5 (CITY) SEWER MANHOLE (PRIVATE) S-1, S-4, S-5 (CITY) 4" SEWER LATERAL (PRIVATE) S-7, (CITY) AIR VACUUM ASSEMBLY (PRIVATE) W-7 (CMWD) MANUAL AIR RELEASE ASSEMBLY (PRIVATE) BLOW-OFF ASSEMBLY (PRIVATE) ~-PC ,_,-,:JOA'\· r (J ;,);A .-) . ",.J,-;.,,v;,:; ~_=) W-6 (CMWD) W-6 (CMWD) ~,-:-07 sc··.::;,.c1-·,:,.4 ·_::-.:· ;;,.--:,!"··o-,-- ,; " ~ ·.;.;~ St. ~V Ct , ..:.7,,)·vA -~--) --''·-:.-'•\;f T STORM DRAIN {PRIVATE) ----. STORM DRAIN CLEANOUT____rPER owe. NO. 497-IA (PRIVATE) /c·\ : / ---0 ---+---is) • • - -0--- = ===tfil:::= = QUANTITY 96,425 S.F. 2,391 L.F. 3,054 L.F. 892 L.F. 1,253 L.F. 2 EA. 11 EA. 7 EA. {1,515 S.F.) 2.865 LF. I, I 90 L.F. 9 EA. 3,254 L.F. 69 EA. 27 EA. 13 EA. 3,524 L.F. 21 EA. 150 £4. 1 EA . 13 EA. 16 EA. 8 EA 3.281 ~ r REIAIN!NC WALL PER DWC. NO. 497-/A PER DWG. NO. 484-5 PER DWG. NO. 484-5 -WATER BACKFLOW ASSEMBLY PER CMWD W-2 I FIRE D.C.D.A. PER CMWD W-22 ◄ ENHANCED PA VERS 5££ LANDSCAPE DWC. NO. 484-5M t»1':Y%I * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHAPTER 2. --ITJFTY_ OF CARLSB~ISHEETSI ENGINEERING DEPARTMENT 22 - --------PRIVATE IMPROVEMENT PLANS FOR: QUARRY CREEK PLANNING AR£A R-4A £AST ROW 2016-009__Z__,,______;[ITLE SHEET_ PUD 15-13 APPROVED: ZL, )y l!.JJ1,1 J------ JASON 7 GZLDERT 3 Wt,OJ-'f , DATE CITY ENGINEER 23. IN ACCORDANCE TH£ CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT PLANNING ENGINEERING 3990 Ruffin Roaci, Su1t;e '120 San Diego, Ca. '.:::32'1 23 B58-560-114'1 -SURVEYING LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. ~/1,lrt -~P: INITIAL PE 63912 EXPIRES 9i'J0/'18 &CD~.5Tl2..µ_c,·no,-.i CnA1<&1f! .'fl-I 1:'li:T 7--:;Jz~ I,-:; ~t; OWN BY: SB&O C PROJECT NO. I DRAWING NO. ... - WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 811 RECORD FROM: R.O.S. 17271 S.5B-5B□-B1 57 Fox ELEVATION: 317.178 M.S.L 'DATE RoVIS~ RDLUJD CURP.i DeTA/f.. DA TUM: _N_._C_. v._.o_. _1_9_'29 __ _ ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:---Jf OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-09 497-1£ 71632. 10 ' 1)33117 0 :0 ~ 2 G) 2 C s OJ m :0 0 :0 ~ 2 G) 2 C s OJ m :0 □ :0 ~ 2 G) 2 C s OJ m :0 R-4B {WEST SHEET INDEX SHEET NO. I 2 3 4-1 I 12 13-20 21 22 DESCRIPTION TITLE SH££T INDEX MAP, NOTES, DETAILS TYPICAL SECTIONS SURFACE IMPROVEMENT PLANS CURB RETURN PROFILES UTILITY IMPROVEMENT PLANS SEWER LATERAL TABLE STRIPING PLAN INDEX MAP LEGEND ------ ~ ~ -.J EXPANSION JOINT , 9:l SHEET LIMITS SHEET NUMBER I /2" RADIUS (TYP.) FINISHED ---~:::; SURFACE '-' 6 ,, r-----~-- ~-----'>------/----'-.<> •. I "2" {TYP.) WEAKENED PLANE.----- JOINT (TYP.) 3 ~ ·FINISHED GRADE <l NOTES 4 II" ------< /. CONCRETE SHALL BE 520-C-2500. 2. INSTALL EXPANSION JOINTS 120' 0.C. 3. INSTALL WEAKENED PLANE JOINTS 20' O.C A DETAIL ~ 0" CURB 2 NOT TO SCALE 1.5' , 1.5' VARIES ------I 3" (TYP.) VARIES --------- B DETAIL ~ 3' CONCRETE GUTTER 2 NOT TO SCALE V!LLETA AVENUE (PR/VAT£) 1or 9 INDEX MAP SCALE: I" = 100' 2.0' FINISHED GRADE \' ~ I ~ :_i;'-----'-------'----'1 ~ ,;:; s ,, . < s .• 0 ~:::; -' . 0:., _j" f·-. • PIPE BEDDING AND ½_,,-,1,_"=,-c,"'"c • .. ·_ ·• . \ l BACKFILL PER WP-02 / ;:·n-; - 6" P. V. C. ___ .--~ DOMESTIC WATER O -:_;----8" P.V.C. FIRE MAIN MAIN (PRIVATE) 2.0' ·2.rf' ·1 (PRIVATE) PER SEPARATE FIRE DEPT. PERMIT DETAIL ~ JOINT TRENCH NOT TO SCALE ~ NOT TO SCALE ' . " 1 , R=1.25' GRAPHIC SCAL£ 100 0 100 Lor 13 1YAP JVD 1fJ038 3' P.I. S/MBA WAY (PR/VAT£) R=0.5" El 18038 200 300 EASEMENT NOTES: QJ EMERGENCY ACCESS EASEMENT PER CT 15-09. 0 PUBLIC WATER EASEMENT GRANTED TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT PER CT 15-09. SPECIAL NOTES: THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND THE CITY WILL NOT B£ RESPONSIBLE FOR THEIR ENFORCEMENT. /. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTING UTILITIES. 3. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBGRADE ELEVATIONS ANO SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 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 CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF TH£ STATE OF CALIFORNIA SAFETY ORDERS. 7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HARDS.CAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTEE. /0. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD. THE CONTRACTOR IS REQUIRED TO TAK£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UT/LlllES. II. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG ALL SW.P.P.P. (N.P.D.E.S.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STATE REQUIREMENTS. 12. ALL RETAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPECIFICATIONS OF THESE PLANS OR GEOT£CH RECOMMENDATlONS AND SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN PIPES. 13. IMPERVIOUS LINERS FOR BMP'S SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12" MIN. AND BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. All PENETRATlONS SHALL BE SEALED. NOT£ SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTlCAL TO 48 UNITS HORIZONTAL IN ANY DIRECTION. PAINT 6" CURB BLUE 1,------~ -----½l~ ,-A.D.A. PARKING STALL SIGN FACE OF o CURB o A.D.A. PARKING SYMBOL- PER M. U. T. C.D. 45· 45· FIGURE 3B-19 NO PARKING I 9 ' (TYP.) I V 8' VAN LOADING SPACE___) 1\ ' '~ -. __ 12" WHITE LETTERING (TYP.) ·"-4" BLUE STRIPE (TYP.) BORDER AND HATCH D DETAIL ~ MODIFIED 4" ROLLED CURB PRIVATE DETAIL ~ HANDICAP PARKING AND STRIPING NOT TO SCALE 2 NOT TO SCALE STREET LIGHT NOT£ ] J MAINTAIN TOP OF CURB --------. ELEVATION AND " ADJUST GUTTER MODIFIED 4 ,,____/ ROLLED CURB --6" TYPE "G" CURB AND GUTTER £ DETAIL ~ MODIFIED ROLLED CURB TO 2 TYPE "G" CURB TRANSITION (fRIVATE) NOT TO SCALE STREET LIGHTS SHALL BE LED 40w 3000k FIXTURE USING THE GE EVOLVE ROADWAY LIGHTING, MODEL ERSl-0-23-B1-7-30-A-GRAY-L-40, OR APPROVED EQUAL. BB&D~ PLANNING ENGINEERING SURVEYING 3980 Ruffin Ruad, Suite '1 20 San Diego, Ca. 921 23 858-560...1 '141 858-560...81 57 Fax 7-21./-17 DATE BUIL T 11 P.E. __ _ EXP. ___ _ DATE REVIEv/ED BY• INSPECTOR DATE I SH2EEfl CITY OF CARLSBAif I I SHEETS I -----------------1----1----l----1-----1 ENGINEERING DEPARTM_ENT 22 t---j PRIVATE IMPROVEMENT PLANS FOR: . ··-· --+---1----------------+---+---+--+----1 QUARRY CREEK PLANNING AREA R-4A £AST CITY BENCHMARK: DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-O88) PER RECORD OF SURVEY ND. 17271 LOCATION: RECORD FROM:---------------- ELEVATION: 317.17_6 _M.S.L. ___ DATUM: NG. V.D. 1929 ----------------+---+----+----------t ~ 1/ '" THIS SHEET REPLACES SHEET 2 APPROVED 7 '24 17 lff) / Lll ON 3/20/17. {{El/I.Sf /!OLLf!l) c;Uft6 Dl:T.41L DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITlAL OTHER APPROVAL ROW 2016-0007 INDl;i-l( MAP _NOTES DETAILS PUD 15-13 --:-Jl,i-'-lr-+lr JASON ':). G,ELDERT l----+----1 ____ _':_J,~~!AJ~~L"-'----::;.(?.-> /Z!Jq 'if/u/t'l -S~ CITY ENGINEER PE 63912 EXPIRES 9 30 18 DATE DA1E INITIAL g~~D B~~-<!J!l0 LdOJECT NO. I DRAWING NO. CITY APPROVAL RVWD BY: f 5-09 49 7-f £ L""-""---"-'-'-=== - APPROVED: 71632.10 Cl lJ ~ • 2 G) 2 C s: OJ m :0 0 CJ :0 i • 2 G) 2 C s: OJ m lJ CJ :0 ~ • 2 G) 2 C s: OJ m :0 '. R/W 60' R/W 30' f 30' OPEN SPACE 13' ' 17' 17' ' 13' . 7.5' 5.5' 6' ' II, II, 6' 7.5' 5.5'-l LOT 4/LOT 8 I BIKE BIKE I STRUCTURAL ( LANE SECT70N PER LANE DWG. 484-5 2% 2% PL -~? {,,.>,, \ I ""~ (<' R,...,. 2K ~ U.,,, ::::lP' I S,i_ --------I-----=-:_ _____ v,e'L -f-...-________ .\\\--,,-. ,,.-1 • I '~ ~ o·.\&' 7 y~{; J n-.\,( ¾ ~ ) \;>. "'· --------=':::i C ~, -~-,,......,,~ 0~~ -~ ------:;, x~ =-A< 6' WIDE STABILIZED .... _'0:;_.? t \ n\~\\1:(\\ .. ...-\\s"\\~ .-,v f\V.,..--; .,\\\n «1~\\S:1\VA. ·\~ ·-EXIST. TYPE 't'" , D. G. TRAIL WITH 6" CONCRETE CURB EDGING CURB AND GUTTER (TYP.) 5 WIDE NON-CONT7GUOUS P.C.C. SIDEWALK TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC) R/W NOT TO SCALE STA. l0+47.29, P.C.R. TO 27+32.89 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 30' 60' f 30' R/W OPEN SPACE 1----~12~•~-1----~/~8_' ________ 1_8_' ---,-i----12_'_-i LOT 4 I 12' I BIKE 12' 6.5' 5.5' I ' , LANE STRUCTURAL { ~f-,, SECT70N PER PAD >;~ DWG. 484-5 2% A-'cO ,, 1'. TT c-~ 2% 2% . -::::---'C\< ']} j,( Lr,.,_'\\~\ c L -- --_-:::C-= ~ =:= = --=------~le; ·sw..c· ,v-'0'· _,) 2 = ¾?-0110:'~ 1\<il~ ,(?,e;: jC'(\°8,~\W,r -;.,.;p.; <11..:;;;J= = 1 ~ STABILIZED D.G. TRAIL ·3.5~ , WITH 6" CONCRETE V,4R/ES, DEPTH---,: MIN. 5 WIDE CURB EDGING PER PLAN ) NON-CONTIGUOUS EXIST. TYPE 't'" ~ P.C.C. SIDEWALK CURB AND GUTTER (TYP.) J 12 , EXIST. PUBLIC R/W PROPOSED PUBLIC 8 ,, 4 ' 8" DOMESTIC WATER SEWER AT I% MIN. to' TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC,) NOT TO SCALE STA. 27+32.89 TO 32+93± SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 60' R/W 30' f JO' ' 20' 20' ' 10' 24' EMERGENCY ACCESS EASEMENT 39' 2ND STORY OVERHANG 17' f 22' ' 5' 5' 12' 12' 5' 5' ..J----'--"---,-i---'--"'~-1--.,,_-i---c=~ RESIDENCE--MIN. F.C. P. C. C. DR/11,';WA Y (TYP.) ) ""-I\ y 6" TYPE 't'" CURB 3. 5 AND GUTTER ~ _ (TYP. PRIVATE 6'·'--- DOMESTIC WATER PRIVATE 8" FIRE SERVICE TYPICAL SECTION ~ FINISHED SURFACE MIN. FACE OF {ELEV. PER PLAN) GARAGE 2% Vj~+. ~---,~-G~:,,--c, -.. ',. S.G. ·-4" P. C. C. SIDEWALK (TYP.) 4" ROLLED CURB 4" A.C PAV,'NG WITH 6" CL. BASE PRIVATE 8" SEWER TONDI WAY {PRIVATE,,) NOT TO SCALE {NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-VALUE = 8 ~2ND STORY OVERHANG 24' EMERGENCY ACCESS EASEMENT ' 5' 5' 12' f 12' 5' 5' 4 ,, A. C. PA V,'NG I FINISHED SURFACE FACE OF GARAGE RESIDENCE--.., (MIN.r--1MIN. F. G. 1!fR/£, WITH 6,, CL. BASE {ELEV. PER PLAN) ·' . .• ~ 2% 2% 2% _2% Vj~ .. ;t .. ; ---<x---;:,~ ~-J23=~=;'~F?Fi~E=zr✓~~=-h=.;::iP~~· .. S. C. . " · ',' jc; S. G. ~ fl\ ,, , ' PC C DRIVEWAY 4 P.C.C. SIDEWALK .,¼ ~ ,,;;' , ~Ai' ,Y,;'.;,c;\\c.'(,:oy\\ , ., ., L {.TYP.). (TYP.) "' ~ c:,I ~ , 3.5'/", lci~5•-~ "-~ 4" ROLLED 7 , , ~ CURB 6" ,, 7.5 6" TYPE 't'" CURB PRIVATE 5·c__.__., (TYP.) AND GUTTER (TYP.) DOMESTIC WATER TYPICAL PRIVATE 8" FIRE SERI/CE ~ ''---PRIV,4 TE 8" SEWER PR/V,4TE 18" STORM DRAIN SECTION ~ SALINA ROAD {PRIVATE) NOT TO SCALE STA. I 1+75.00 -13+00.00 {NO PARKING -BOTH SIDES) T.!. = 5.0, PRELIMINARY R-VALUE = 8 24' EMERGENCY ACCESS EASEMENT .,----..2ND STORY OVERHANG (TYP.) 34' 5' 24' EMERGENCY ACCESS EASEMENT 12' f 12' 5' MIN. FINISHED SURFACE MIN. 4" A.C. PAI/NG WITH 6" CL. BASE .-----..FACE OF GARAGE {TYP.) {ELEV. PER PLAN) 1 F.G. h'IR0 I 2% (lYP.) I ~,....-. _F._.c_. - ". < • • ••.•,~• •• AO •.' •• S.G. ,1 ,, r-. ..Y\ \~.,~\\ \ 4 ROLLED CURB 3.5•/ , . PRIVATE 6"~ DOMESTIC WATER PRIVATE 8" 5' 7' 4' ~ PR/V,4TE 8" SEWER S.G P. C. C DRIVEWAY (TYP.) i-, ___ 2_N_'D_S_li_OR~Y""-c-~(:_EMERGENCY ACCESS EASEMENT OVERHANG {TYP.) 30' 20' 5' 10' MIN. FINISHED SURFACE (ELEV. PER PLAN) .. ~0: •.. ~s I ].% (TYP.) S.G, ",,_' .... 4 " ROLLED CURB J. 5 '± (', PRIVATE 6" J' DOMESTIC WATER /0' 5' MIN. 4" A.C PAii G .----~FACE OF GARAGE {TYP.) 1 WITH 6" CL. BASE I~ .... ;~ .. S.G. P. C. C. DRIVEWAY {TYP.) 'O' HEIGHT CURB PRIVATE 8" L5' ·-~6_'-, FIRE SERVICE PRIVATE 8" SEWER FIRE SERVICE TYPICAL SECTION VESTHA WAY {PH/VAT{) AND CHECIDA WAY {PRIVATE,,) TYPICAL SECTION ~ ROCA WAY {PRIVATE,,) NOT TO SCALE {NO PARKING -BOTH SIDES) T.I. = 4.5, PRELIMINARY R-VALUE = 8 2ND STORY OVERHANG {TYP.) 44' 24' EMERGENCY 5' 5' 12' ACCESS EASEMENT f 12' 5' 5' MIN. FACE OF GARAGE (TYP.) F.G. < • .•• • • . . ' . S.G. P.C.C. DRIVEWAY J .,v,:. ,\-;os::-1\"' I ,.-l<J ~ « (TYP.) 6 ,, , ;,; , ll ,.: ~ 4" P. C. C. SIDEWALK >-=~ "-~ ~ ~ "-j 5' (TYP.) 4 ,, A. C. (TYP.) "-7. 5, "-. 4" ROLLED CURB {TYP.) PAV/NG~_J) WITH 6" CL. BASE PRIVATE 8" SEWER PR/V,4TE 18" STORM DRAIN TYPICAL SECTION ~ 5' 7' PRIVATE 6" DOMESTIC WATER PR/V,4TE 8" FIRE SERVICE TELAGA ROAD {PRIVATE) NOT TO SCALE STA. 11+25± -15+50± {NO PARKING -BOTH SIDES) NOT TO SCALE {NO PARKING -BOTH SIDES) T.!. = 4.5, PRELIMINARY R-VALUE = 8 2ND STORY----... OVERHANG {TYP.) 24.25' MIN. 30' EMERGENCY ACCESS EASEMENT ,,-.·-----~~-3' P.C.C. GUTTER--+._ 20' FACE OF PER® _;j'_ ',, /0' f 10' 5' GARAGE (TYP.) ' ,,,....F._.c_. -,--fK~<eS --~--·::;,·····-..:;: S.G. VAR/ts 2' VARIES F.C. s.c. P. CC. DRIVEWAY {TYP.) --.__4" A.C. PAVING WITH 6" CL. BASE 'o' HEIGHT CURB PRIV-4TE 6" 5' 6' ~PRIVATE DOMESTIC WATER "-PRIVATE 8 ,, 8" SEWER ARE SERVICE I NOTE: NOT INTENDED FOR FIRE ACCESS I TYPICAL SECTION ~ NALA WAY {PRIVATE,,) ANDS/MBA WAY {PRIVATE) NOT TO SCALE (NO PARKING -BOTH SIDES) T.!. = 4.5, PRELIMINARY R-VALUE = 8 OPEN SPACE 5.5' 4.5' 6' 10' 4' I 4' 10' I 6' 4.5' 5.5' LOT 4 R/W PROPOSED GROUND T.I. = 5.0, PRELIMINARY R-VALUE = 8 34' I ~-?£ --_,..J\T>\~ \ ....-\ . R/W 13' BIKE BIKE I LANE LANE FINISHED SURFACE ,k_ (fLEV. PER PLAN) PL "\< --------2K _rt= w.1-L_ E I ~L ------- ------• \./.' --y \:..-<- J/2?( L [; ------=r:..rr' j ,~._, X\ \~Y;,\\¼Z ~-:::\\ITT\'~ -::J ---,~ 4'± RETAINING WALL~- 5' WIDE NON-CONTIGUOUS FROM STA. 44+00 e1,~ I P.C.C. SIDEWALK (TYP.) TO 49+00 TYPICAL SECTION ~ EXISTING ADOBE SPRINGS ROAD {PUBLIC,) NOT TO SCALE STA. 42+19.81 TO 43+15.18 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 60' R/W 30' JO' 17' 17' /J' ri/_,,.,,,v<· 'v' EXIST. GROUND i·.\~( ~ •Y\1- 4" P. C. C. SIDEWALK {TYP.) 4" ROLLED CURB (TYP.) PRIVATE 6"'--__. DOMESTIC WATER FIRE SERI/CE 5' PRIVATE 8" l 7' ~~~ "-. __ PRIVATE 181/24" STORM DRAIN P.C.C. DRIVEWAY 2ND STORY-' (TYP.) OVERHANG 14" A.C. PAV,'NG WITH 6" CL. BASE 34' EMERGENCY ACCESS EASEMENT 22' f I 7' 5' 5' 12' 12' 5' 5' -=---i--.','._,+~c-v FACE OF--MIN. AN/SHED SURFACE MIN. GAR~G;~, .. '~~ (;_ 1ER p:: RESIDENCE TYPICAL SECTION ~ SALINA ROAD {PRIVATE,,) S.G. ·•• ·-,:\~; . . ,· 4" P.C.C. (TYP.) SIDEWALK I S.G. , 1.5' 5' NOT TO SCALE STA. 16+75.00 -20+60.00 {NO PARKING -BOTH SIDES) T.I. = 5. 0, PRELIMINARY R-V,4LUE = 8 24'-40' EMERGENCY ACCESS EASEMENT /2'-20' f 12'-20' f.5' I 4' , 5' 4" ROLLED CURB 5 " , I 1,-{TYP.) PR!VATE~-- 8" SEWER PRIVATE 181/24" STORM DRAIN 5' 7' 6" TYPE 't'" CURB AND GUTTER 'PR/VA TE 6" DOMESTIC WATER PRIVATE 8" ARE SERVICE EMERGENCY ACCESS EASEMENT 5' 17' f 17' 5' [ FINISHED SURFACE 4 ,, A. C. PAVING l (ELEV. PER PLAN) WITH 6" CL. BASE ·""•""','"'"'~27:~ .. r-: 1 -.?&:.. I~~•'" "'~~i·g~~~;~~=z:=::::z:==:z::;;::.:z:~;;~;;;;f_~;ig -VARIES, 2% MIN. 4" P.C.C. et (TYP.) SIDEWALK (TYP.) J 6 ,,1"'-.,, / ,,,, "", • 6" TYPE "G" CURB -(TYi-'P.-.) AND CUTTER {TYP.) TYPICAL SECTION ~ VILLETA AVENUE {PRIVATE) NOT TO SCALE T.I. = 5.0, PRELIMINARY R-VALUE = 8 OPEN SPACE 6' II' 1 II, 6 , 5_5 , 75, LOT 4/LOT 8 ,.._~--~~-~---~-~----~-i-----< BIKE BIKE 1 LANE STRUCTURAL.(_ LANE ' ~ SECTION PER %? DWG. 484-5 2% R/W~PROPOSED GROUND n·" :'.C(v v_' ._,.,,,I 4" A.C. PAVING FINISHED SURFACE " 2% W!Tr 6" CL. BASE (ELEV. PER PLAN) 2% ""' -'' ~,✓\;, 72·' -=-,-:--='<-~":. ,T?s.,17C,:i:•s,c-·J·'=;-;::-;~2~%=;,~1-7=;~7=-==J:7~~;:;~i;.=27'.%'~=;:.-;-=;-::i::i,t:[7"'"'''-lts_.J;.'IT_;::;,J~,\ ... ~\ / TYPICAL SECTION ~ TELAGA ROAD {PRIVATE) NOT TO SCALE OCCURS WHERE HOUSE FRONTS ONE SIDE 10+00± -I 1+25± AND SIA. 15+50± -20+00± {NO PARKING -BOTH SIDES) BELCRAD BRAND PA VERS TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. COLOR AND PATTERN PER LANDSCAPE DWG. 6" CONCRETE HEADER (TYP.) .... \~ 2/4 ~ 2% 2% _-=:-- "< L t_'1 ...--,:.,.--,11~ \l<,P::J\\\Af..---.,,-(",~%\-:;:.\ _,,. ~,-,<'"~\_,,.,,,;]= = /"(' \ ',\\,...----1 ,,\,---:,..,----1..---,I~\\ ..--- ~EX/ST. TYPE 't'" r)t;. "w")"'.]~=== -~ =.-~=:,. =--:: -_ ==-,-r~~L_,rr-...c STABILIZED D.C. TRAIL CURB AND GUTTER (TYP.) 5' WIDE NON-CONTIGUOUS 4'± RETAINING WALL WITH 6" CONCRETE P.C.C. SIDEWALK FROM STA. 44+00 CURB EDGING TYPICAL SECTION ~ EXISTINGTO 49+oo 11 AS P.E. EXP. REVIE\vED BY, INSPECTOR ADOBE SPRINGS ROAD {PUBLIC) BUILT" DATE DATE NOT TO SCALE STA. 43+ 15. 18 TO 55+80.14, P.C.R. {NO PARKING -BOTH SIDES) T.I. = 5.0 SEE DWG. 484-5 DI T ® -(t 811 4" P.C.C. (TYP.) 'f{< 4" P. C. C. SIDEWALK CZ:Z.L,U~vsfl1 t~;;,,vc'f.,\l""'"'-t'-L';\,,J'\'11f-i, ~-~-~"''°'-~.,LL:7.Zl STA. {TYP.) 6" TYPE "C" CURB l<J ~ 7.5' 7.5' ix:,~ AND CUTTER {TYP.) ,,_~~~.-1-~~-1 PRJV-4TE Jo~D STORM DRAIN PR/V,4TE 8" SEWER T.I. = 5.0, PRELIMINARY R-VALUE = 8 TYPICAL SECTION ~ PA VEHS --6 " CLASS II BASE NOT TO SCALE EXIST. GROUND TYPICAL SECTION ~ SALINA ROAD {PRIVATE) BB&O~ 10.5' 1.5' 5' i • ', NOT TO SCALE STA. l9+95.00 TO 20+90.00 {NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-V,4LUE = 8 40' EMERGENCY ACCESS EASEMENT 20' 20' 10.5' 16' ARE LANE 16' FIRE LANE 6" CURB-\ FINISHED SURFACE (TYP.) I (ELEV. PER PLAN) 2% ~t;,7-Yr 7-= 7::'.' -;::__,-_ -r ..,..;L .,J:;;_ '-t"===ii-c,D'1 L,, 7.;=i SIDEWALK YO ',,;; 6" TYPE 't'" CURB AND GUTTER 4" A.C. PAV,'NC WITH 6" CL. BASE PRIVATE 30" ---"- STORM DRAIN 7.5' PRIVATE 8" SEWER (TYP. BOTH SIDES) TYPICAL SECTION ~ SALINA ROAD {PRIVATE,,) NOT TO SCALE STA. 20+90.00 TO 21+65.00 {NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-V,4LUE = 8 CITY BENCHMARK: DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 NOTE: FINAL STRUCTURAL SECTIONS WILL BE DETERMINED BY SOILS ENGINEER AFTER R-VALUE TESTS. PLANNING ENGINEERING 3890 Ruffin Road, Suite 1 20 San Diego, C'"-1. 82123 B58-560-1 1 41 858-560-8157 Fax ~ CITY OF CARLSBAD 1-----t---+-----------------t---t---1-----i------i ~ ENGINEERING DEPARTMENT l-----t---+-----------------t---t---1-----t-----i PRIVATE IMPROVEMENT PLANS FOR: QUARRY CHEEK. SURVEYING 3· 7· 17 DATE PLANNING AREA R-4A £AST (CLSB-088) PER RECORD OF SURVEY NO. 17271 lrA~P~PR:O~V~E:D:_: ¼""=:,f.,,_'lj;j,_'{;j:;J_':_ __ :--~JA=S=ON LDERT f-----l--+------------------1---t---t----t----1 I-._, 01?- LOCATION: t------1--+..----------------i---i---t-----i---, CITY ENGINE PE 63912 EXPIRES 9 30 18 ----------------f----+--•--+-=~-----·---------+---+---t---+----i :"o=w=N=';'BY=,=2]&.';;;B,;;:;~;:;;o=';'~==P=R=O=JE=c=T=N=O=. ==;-;=□=RA=W=l=NG=N~O. DAT£ INITIAL DAT£ INITIAL DAT£ INITIAL C KD BY Vf RECORD FROM: REVISION DESCRIPTION H : ~-CT 15-09 497-1 £ ELEVATION: 317.176 M.S.L. DATUM: NC. V.D. 1929 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 71632.10 I ' ' 0 :a ~ z Ci) z C s Ill m :a 0 :a i z Ci) z C s Ill m :a 0 :a i z Ci) z C s Ill m :a C □ :E~ G'>-z ,i::a. Ci) c.oz ..... c ·~ ~Ill m93 " -~ "3 -c:, -z V1 7J Cl n ---, Al Cl I 7J < r'l -' □ Al CJ ]> ---, Cl Cl ,:: Cl CJ ttJ -< Cl X 7J CJ ]> ---, Cl "' J> (/,I t:d C I--< i -----j "' 00~~. S2 0 pa ..... ..... ~ nl ~ c:, -~ ~ :i.:: ~ ?5 ~ 'i,,;: II i;; t ~ ~ V) ~ i--(') -' II "' "' ti @~~ ~ 8-EGISft', "°"' '<:i . f'l A-" , //0 -1:j z '1-f' .-0. 'i ·~ q,~· 3;: ~~ :i2 { ~ Wo, ~ --"' r, i:S ()1 VJ ~t ..2,.11 ~ ~ -0 0 'ti"i' jf!c. =eo--~ ~ • ~33_1'11""'"· rnrnmwllrn Ul Ul Ill ID L mrn:::imp Ulln□□z mmm·llz QQig §:z Ul !> Ill Il '-I...,.. 0 11 rnrom Ill I\] p. 2 X .-,.(,()[j] ctrlt""" \ ~~o5·GJm ffi C -"'~ffi~ ~m m ll Dz ~ §2~ "1R cc ;o C""f"l r'7 0 <o ► ;o :; CJ ~ .,, .. ;o " -:-. -~ !i::: y, r--CJ )> c' a:: :a, !') " !'J -~ 'o '" z ~ QI" z > f;j ;;j "' ~1~ 0 > "' r ;,s ;:o [T] < CJ) 0 z 0 [T] CJ) 0 ;:o <J --l 0 z 0 0 :i! ,. ,;:: ;;j ~ 5 0 ► -< ~ GJ ID z @ INC. oo r'7 -g =< -cJ g rn z: fTl z f)'QO "~ :r: fil s::: I~)> <:, ~ Q ;;o "' ;,,, ;,;;: rs .• ~~ :,:; <:::, ;,,, Pl ,, c:,)l ~ y, V) ~ il V) ;:, s:: ~ '6 ~ ~ ;!i &l -~ ':::! □~ \j ~ '6 •• I::! ~ ~ ~ ~ f'1 V) t;1 "1 ~ ~ !', ,:, l::: ::!, ~~~ ~ ,a ~<:'l; ::<j Q'llc, ;I) §2 Q\ ,.._ <:::, li:: Yl ~ ll!-::;;, ;a,; <:::, s:: i;J <:::, g; ~ ......_ :s; ?\~:::, . it "' lR <: ~ "1 \:) i:;j ~ 6, :-, c•' -.J-J \ I Mill ~ ---·--=-~ ...------:: __ -~-~· · I I I I , I I -------I ·1 ' 1 I I I I T I ' ~--;-=-:-... _ \ ! i I I ! I ! I I +--~---. •. =·=\:· ::~::::::::::::::~~~~~::::: ' ' I I \ ' I --,. I < I I \ _:::::-~--.. I 1 1 i I "' i-: . :,...-----a,;o~ -------N088't/ff 21 ---1-, : / -1--__ ,_ ---i t i i : [ 1-:::---1"(,,~) ~ h _________________________ ___, I i ; I : ! : i i I i : I ~\ N'--I • . .1... I 1 I i : : ~!fl) I i i I I I --' I ' I <;:i·· ' .. -' ' ' I I -,--j .~ ----ii; I I! ii I i ____,.... • i i _J _ _j_ _J _' -·-~-1-. -_:_ l !_I i_ ~ ! -~ Li_ i_J I I I J I I ~ . ··.,, · -· i I : I I I I ! 1 : I I ! ~ .. ~Ml'd__ ,~-! I ! ' I I : ! I : i --;c1"0"''1o0fJ ~ • ·• -,,,.__ A ------------, i --T--i , 1 --,-~ --i-c-i ·· i -, 1 1 · r -·-JJ.) I' j:J3f _5;c---" . ' • ~,.,,., ,-,,-, ' ----· (d --~•"' ,, .· ,· ;:"' I 10+00.00, 1200' LT. , I i i ; I I i I I [ ·~-: -1/ -, .. , N --J •• v ~ P-r:-RVllFD CURB ::_-:J.: -·--· ; ···-I o+oo.ooi l I ii ~ n / 'c:> ~o ,. ~ ' I I , , ! I 2Q.01 j I I I ' .----, ~ . :-=;l ;_ 1--1 , 1 • 1 : --·-1 i 1 I 1 : """ , : 1 : ---,_ I ' II 3" WATER METER WITH 3" ,' l · ,, 1 ---: I I ·-· 1 ' 1 , BACKFLOW PER DWG. 484-5 . I ,.; . I '---I ! • 1 --f I ' j I0+00.00, 12.00' RT. I I 7 -~--. ___ J__j__l. I I I -t_~_f:;: ~}i I --! . i ---1· i I " :::: le, I"' I"' I'-' I"' I"' I ... I" I"' 1-10 <'. ;?: <'. "' <'. C> ", --: ii; ~ ", ~ ~ ", ~ ~ 'J "1 -" c:, i\S c:i s.,; I\S s.,; c:i i\S \l:i "' "' -CJ\ ... c:, (Ji ... (Ji c:, ... r,s -.: c:; ,.; i\S I\S c:; <._' i\S <...j <::, I\S "" c:, C. (Ji "' ... "' C, ... C, c:, ... ~ , , , , ,.,, , ~r,f ""' , r,f ~I~ ""-"' "' "' "' ~ ~ Rl Rl I It 111 ~ I ~~ ~r-1 8888 c:i " ,. '-I '->-I ....... ();} ();} ;::::; ....... ....... ..... ...... r--. ,.,. !', ~ :c '" =" =" " =" =" <t ~ "' " \Ji -• " "' C, "' " ' <c " " <..; c,, <c -c:, c:, c:, -"' c:, .. ~ ~ .. .. .. .. ........ =t ... I 1""sl ""sl""sl I I I I I'";, ~~~~~ ~ ~ ~ ~ ~ £2 ....., ~ ~ ~ ~ 0) 0) <:ti 0) ~ ;;j i ;;ti ;;j ;!) :; :; :; :; :; ;;ti ~ 8l "j 8l 8l 8l V) V) V) V) V) 8l <:::, :i.: :::, :::, :::, :::, :::, r>i ~ '1) c:,' 'Ii "' '1) ili ili sl! s\! s\! "' vj " ~ :;~~~qSq5~~qS~~""l ,-... C) ,-... ,-... ,-... :i:: :i:: :i:: :i:: :i:: ,-... 'ti 8l s:: 8l 8l 8l ..., ..., ..., ..., ..., 8l :::i :lj C) C) C) C) C) " C) Qi C) C) C) s:: s:: s:: s:: s:: C) <: §a ~ §a §a §a Bl al al Bl al ~ I~ ?ci Qi ~ Qi ~ c:, ,;-j c:, c:, c:, :iJ :iJ :iJ :iJ :iJ I ~ PT. CURB AND GUTTER ' I I ';\7 I i i 1---~~§_~~1 I l --I -I i I I / I J I I I i ' t '<:iMill'>i I ! I I I I I : 1 I _· ,_ t-r·-~-i ' ' .. i [ -]~i~-~8 ~-: , ' ·---j--· + r1-I . ]', ~ , ' 1 ---7----j~;~;-~Bl1 : , ...... ··-· - , -, ·'--"' ,', ~ ' --~-ii-..1>i-c1o7 ' -' .' . -. : ~ 1 1 1 ['\ s::}5 " icS , , 1 J 1 1 1 ® ,,, ' I I . ' I ' I +~:"i-=t~ I I ~ ,) -1-~ . -! I I I i r:i-, lc:;i ~-""'i ' I . ' __J I I I ~C::1-II '1 I J I I I '-\ •• • j f:j O'.) . I 10+80.24, 12.00' RT. ....---', ', ,, 1 I i j ' . f I I ! P.C.R., !28.37 .JJ.. Y° I > . , . -,-· -1· -, -------= \ l I ,._· ,J~ .] ___ --i I i i I i j_ : l\ .. p. : I I I I I ! 1 : I 1 ~ : . ·_ I I ._ ' J_ --~--·· ! I I . J I i ! ! ! )\' ". I I I I I I l I ' i I I I ,; ' ~ --_ -----.. _ ~ I I 1 !_ ·-_ _ _ 1 , l 1 : i , , i , -1· • I 1 ' I . . ~ I . < ! 1 ' ; i I i : ~ .-------y' ' _·. i,Y~, ·~~ r:---,__ I : ' : ! \ : I I I . I I I A~ ---........_ \ . : v-;;;,:_ J, ,._ > 17' "ti'.x: I 1 • : : I I i · ~ \ _--:. · .. / ~l-r,;:()',~ §% .', : ® I I ,---J·-,-: --I -1 I 1 , I r,.. ~ .: . ,,. . · . . ~ f / ~ ., , "' v. 1----1 ,._ 1,..., , : 1 , !--1 , · , :!!I ,A, L . ..... ---< :y .. ... -'2. I j I I I ! !:_Ii 21~¼ 'I :, ) · _"';,/ ~ , f INT. ,:, ""-":-: i , I 1 7< +00. 00 I ' i hi~ ' '~ '_'. 1'.,~/ NI,._ ; > 11+0719 TELA&! R&lD Y'PR!V,,1T£)1= I : 148,01 ' I I I I !,I)~' ,I>-' :'' :r-!1/ N /,, !0+00.00 SALINA R?AD 1PRIVA~£) i i i I 11 '. I I i. I I ~: ;l::t:,' ✓0'/:.'</, 1·· . Y')-, ·,-11+44.21. 12.00 LT. ' I ' -·· I ·}flNT.--j-· . !:.'i r. ~-' ' -.. :-· -. · 1 'BEG/lvS-TRANS. 4" ROLLED_±=l_~ ~-, 1 ~.I lt+0719T£LAGA ROAD PRIVATE), =\. ~~~-y')..)'/-,J-: .... _;:-· -~ ·._j / CURBT06"CURBANDG/JTT'ER/ 1 j : j i , i l110+00.00SAL!1IA'ROAD(P~IVAT£,!,/ ' ~ • , • 1---~;; < ;-;,,, 125.571r.c. 1 i , , c-t--. t1127~• , , : --i--+--~ 0) ::S \· ·.· ... ~ .. -.~-.,1',; I • '',~ 11+49.21, 12.00' LT. 1 I \ _' I . --~ ! ' I 1 1 , -' . • .. •:•\. .·" .· i:>k J)o /-. · . / B.C. CU'{?B AND GUTTER, END1 TRANS. . j • i I I j [ i : 1 1 ~~ ,·;. ' '•\' :,;1 i~ · ;7]; / BEGIN~;" CURB AND GUTTER --t-r 1-, 1• ' j I j f' 1 1' 1. hi )._ . . SC ✓ ··1 / -1-2-7--88 T.C. i i i I ! ~ '· 11"-~>'". ,/ .; ·y·~--1]1+52.21, 75.00' LT. , : I 1' j I ', ' ·, '1 , i I • ~~ " ✓, / • ,. , , I I , I I , ·". 1"-. . ,. r CU.BB AND GUTTER,• -/27.-70-r:c. I ' ' I ---1 ' I ' 11+35.00. 76.21' RT. 1 ~ 1/ =,:.:~ I ! I : i I I : I ! : ! . ,.:;:; ltti ~ I~ I'° I c;; I~ I~ ila 1:.: I~ 1;::; IO ST. LT., "7·L ·> I (,.?] J > '. ,· ... -i J_ i i ' I ! ! I ! ; I ! I i I I '?: :C: :-a, [> 11+44.83, 12.00 RT. r-1 "/ 3 ·, . 17+52.27, 29.50 ,tr., • 1 / 1 j , : I I I ~ ~ ~ "' "' :,.. C, ~ "' ... r-. P.C.R., BEGIN 5' TRA!tfS. 6" I . 0•,' ~ PT. CURB, 122:85J.L.C. i I I -I I , J\S '3 '3 '< °l '-' , '< s..;1"" CURB AND GUTTER T0 4" I [lk ·. I : I I j ' I ~ ... , ... ,'!<c~":.la<c"-i.tl1 ROLLED CURB, 127.7:ZT.C. ) -.c---<>J.!f .._ • 11+59.00, TYPE' 1 \ I , 1 , I I ' I I 1 <.i l\i i\S <Ji ....;: "'' -" -.:: -~ ;;-I ·.' . ll~ 5" ""ET I i I i i I 0) -i::,.,, ~ {:,.. '-.t tii '-.t '-I '-.t ...... ~ ... ~ j> I ! ., . \ o-flVL I : --I -···-·· ~---.._;_-1-----~ ~ "1' r,f ' '~ ' ::,,' ' ' ~ )J , i,, .-' ' ' ' / I 7+69.81, 29.50' IJT. i i I i [ i I I ~ !1+49.83, 72.00 RT.,, I ~-,. I II /1' \ 5 . ;---4 PT. CURB, 12(67 7;C.l , f I , I I ~,,. ~ ,.. ~ ~ ~ %~fLl1!:~tJ?/Df!/jt1 r.c. ;-. 11:rS :\, · _ _[ r r--1-r--i 1 --~ ·-,---, -r 1 1 1 1----·~1 I I I ~ 8 [ ~ I 8 ~ ~ ~ -;-, @ •.· I \' fTt+o!J.81 15.00' LT. 1 . 1 ·-• I c:,_ ' c:,_ 'c:,_ VJ .. , t \.h • 1 ·\ \ p.-c, CURB AND GUTTER, 12760'-T.C. i I I i ! ___ J I I ! j e-+-+----+--+-() · IJ, ,-r I 11 rl I+ 7-208-1.,.....; 2. 00' LT. I i I i ! i / i I ! ~ ~ ~ ~ =" ;;: ~ ;;: ,... t G; s::: --£. p. CURB fi;YD GUTTER, BEGIN I : I I ' i I 8 '.;,: ~ S:'.: ½ ~ ~ ~ ½ ~ ~ ~ I I II -\ fo r:~':toLfr1v cri:B,ANtft4n:f~.' : .. --' t i----,2-.;_do.!oo ----I-- -.. --f-· ' ' I -' ---:i: "" ., rn""' .,: ... !;:::, II . ,,; I\;) I ! . I lf7qtl ' i I I I : ' ' ~ ..._, =~ ,.. I '_)" -1!+7781, 12.00' LT. 1 -:.:, , 1 , j I I C, at at ":. ~ ti, ~ 11 / END TRANSITION. BEGIN =:ti---' ' . . -' : I ~ 1' ~~~"',~OJ, OJ,; r...:: 1 " I ,. ,-4" ROLLED CURB, 12723_LC.=t~ I I I I I ~ /' ; , I V) '1j ~ ~ V) V) V) V) V) ~ <:::, ~ li.. 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I CENTERLINE DATA TABLE l-+--+-1--+--+--+-+-+-' -+-+--+' --- -' -1--+--f--+-+-+--+-+' -j---j~ ' -- --11--171IT7'1r-~P.:q-'Ri~0.'/21FJ¥"/ l~€-qj-:;:-~,'-~rn~~~ZA~~):1~,4 -Ria;·~OA~O~-';:l,-{i_~"P.':::!'R.µ'l~VA~T€-)--t--+--+----j--t--1---t--t---+--t'--+-, +-+-+--r-+---j--+--+---+--t-t1--t-+-+--+-+--1-----1-+-+----r---+-+---+-'. --+--1-+--+--+- \--_,1r'-_-+_ -__ -+_ -_-j_:1-------\--t--t--+-;, --+--+-_L ----1-1---t----t--+----+c-t--t--l---+--+--+--+---+---+---+-~:--------,i-1--i-' i-r_+ ~--+f--sc1L£l '[ 12f '-1H),r /'~=r41'8t(v{ f I II ti ---1 :_[ --! --------------I -+--t--:--t-----~---t----+ -+=--+,,------1--~,--1--_f-__ -_+-,I__::_+-_ -+__::_+-+--,-+·,----+,=-ii_ ,-2. -+'O, --++---'~ _j--~~-f--1 --+-----'=---+-,_ -------t---"-, -+--1~ l-r ' I I -t------,---, ' I 1r7 ~-c-, -+---i ++ti I I f I I I I I r ' ,-f I ' I I -f--+-1 --+, --+,-+-+-+--l---+--i--+--+--1:9--,--l,--t---+, --+- 0 /::,./BEARING I 35•51 '.33" 2 N4J"J5'58"E 3 8'55'45" RADIUS LENGTH 550.00' 90,22' 20.58' 250.00' 38.96' NOT£: T£LAGA DIOAL RT I ~ "_ 20' __ e---SCALE: 1 - Ii ROAD {PR/VAT£) BB&D~ PLANNING ENGINEERING SURVEYING 3990 Ruffin Aoad, Suite 1 20 CITY BENCHMARK: 4 N34'.20'/3''E 86.24' 5 5'09'45" 550.00' 49.56' 6 N29'J0'.27"E 84,67' 7 36'33'o8" 100.00' 63.80' 8 N65'43'.J5"E 20.28' PRIVATE CURB DATA TABLE 0 /::,./BEARING RADIUS I 18'31 '35" 562.00' 2 N4J'l5'58"E 3 8'55'45" 238.00' 4 N34'20'/3"E 5 5'09'45" 538.00' 6 N29'10'27"E 7 36'33'08" 112.00' 8 N65'43'35"E 9 N24" I 6'25"W 10 N65'43'.35''E 11 90'00'00" 3.00' 12 N24'16'25''W 13 N65'43'35''E 14 29'42'5/" 74.50' 15 N53'59'!6''W 16 99'40'03" 3.00' 17 N29'10'27"E 18 5·09'45" 562.00' 19 N34'20'/3''E 20 8'55'45" 262.00' 21 N4J'l5'58"E 22 9'.23'56" 538.00' NOTE: LENGTH 92. 19' 20.58' 37.09' 86.24' 48.48' 84.67' 71.45' 20.28' 20.00' 4.90' 4.71' 14.50' 12.38' 38,64' 14. 18' 5,22' 18.80' 50.64' 86,24' 40.83' 20.58' 88.25' DESCRIPTION 4" MOD. ROLLED CURB/CTR. 4" MOD. ROLLED CURB/GTR. 4" MOD. ROLLED CURB/CTR. 4" MOD. ROLLED CURB/CTR. 4" MOD. ROLLED CURB/CTR. 4" MOD. ROLLED CURB/GTR. 4" MOD. ROLLED CURB/GTR. 4" MOD. ROLLED CURB/GTR. 6" TYPE 't'" CURB/GTR. 6" TYPE 't'" CURB/CTR. 6" STRAIGHT CURB 6" STRAIGHT CURB 6" STRAIGHT CURB 6" STRAIGHT CURB 6" STRAIGHT CURB 6" STRAIGHT CURB 6" TYPE 't'" CURB/GTR. 6" TYPE 't'" CURB/GTR. 6" TYPE "c" CURB/CTR. 6" TYPE "G" CURB/CTR. 6" TYPE "G" CURB/GTR. 6" TYPE 't'" CURB/GTR. □ FOR EASEMENT NOTES SEE SHEET 2. 1~-1---1----------~f-----+--+--+----J I SH5EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~P==R==rv==A==T==E~IM::P::R::O::VE::::M::E::NT~P==LAN~==s=F==o==R==, ===::::='....'.:::== OUARRY CR££K PLANNING AREA R-4A {EAST} ROW 2016--000.7 5URFACE IMPROVEMENTS PUD 15-13 P.E. __ _ EXP. ___ _ DATE Sc,n Diego, 9a. !321 23 85&660-1141 DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-088) PER RECORD OF SURVEY NO, 17271 APPROVED:// _fl-~ JASONJJi.,f'dT ------~-~----~--1-----+--+-,.-----------------+---t---t-----t----J CITY ENGINErn PE 63912 EXPIRES 9/30/18 DAT REVIEl,IED BY, INSPECTOR DATE GRAPHIC SCALE 811 20 0 20 40 60 B5B 560-8157 Fax h/ • : ~ 1'1/ 3·7-17 MRON PARKE, DATE LOCATION: RECORD FROM: ________________ _ ELEVATION: 317.176 M.S.L. DATUM: NG. V.D. I 929 11' DWN BY: SB&:O I PROJECT NO, I DRAWING NO . DATE INITIAL DATE INITIAL CHKD BY· 1. g CT 15-09 497-1 £ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~---------- DATE INITIAL ENGINEER OF WORK ' 71632. 10 ' □ JJ ~ 2 G) 2 C s [lJ m JJ ~ I ~I 21 G) I 2 C s [lJ m JJ □ JJ ~ 2 [j) 2 C s [lJ m D j I I " -~ ~ -<::, ' I ~ z (,') .,, r, 0 _, D Al Cl l> _, r, Al r, I :u :s !"11 r, ,:: f'l Cl to -< r, X .,, Cl l> _, r, 001!;\\ ..... ..... ~ '-S ~ <:, -' "' ]> V) td C r---, t -----j "' g Ci D:=-~ -'-j ®~~ ~ I~ 11•11 % "' , I ~ t ~ ~ ~ :i.: i ?=j Ii~ :a.: I:; 'b. '"( ' ! -+ ,-.. 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"" t'i ~ 10+31.19, 12.00' RT. ' ~ "" ~j O ' . ---r-_I. ' ' I I II :is!+-L·n-i .~'--,:--... 7 e::-· ~.~'7;,' I I~\,. ,:; ~~1..h-S' I ttt• 1 ____ j_ .. :;:-=.!_:_II-_J_ __ ._p:Ji.~lJ11 ~c:::.c,~'il1:-~--/ ,JP:-' \l•:·• ~-:o I ·'~ I ' O,· <::, ~i-5;!=--1;/i '\ ' "i . C .~ 7 J:;,o ~ (j_ INT. ' . ' -' . - -----~-"'7 10Ji!.4 '.42 H.P ... :S:.I _J" .;t"-"-~2 10+40.42, 12:,00'RT..'!iJ_,,, , ''\;'.~ ~ill>'~ .. 10+00,001S4LINA ROAD (f:RIVATE) = l +· I ~ i \ 12?190 i / 111.1 ;:': j ';;J~'-r,,[ll 'I ' 12781 T.C, )S' '/ / \ ,1 , :,... •'-· 1 l+0?.1/91TE~GA ROAD (PRIVATE) ~ -.. · , ·-c, ,J-r7 ·;l§·SJi·~·r-· -.. +-~ \ \w · ~~ \ I 1 • 1 : 1 , ! 1 I I ! , I · , I ,.,.,. , ,o --. ~ 5; ""' "· · ·. r ~~ ' I I I I · 1 I I I 11 I' . (%8'' -,'j·~,:,--,,-,. . · ~ · ·' , , ~ "-, -I I I ! I • l>'l I 1'c Sc. -., T B.C. CURB AND GUTTER . /./4:J!)ft•i::" -;.iy '~, . ' • i .... l . . .. i. I ·., I i ,127.-:4. I ! Cl "'1 ~ , · Zell' l ·-.,,.: "' 09 t • ~ ·· . 1 1 1 , , · 1 1 1 l"""' , 1 , 1 · . ··' '~ _::;IL',.-;L.i;'f;;:. -~/..,;. 1 ', : I i I , I i i , I I I iJ I I / , . 71 1 ,·1-u • .\_"'i\"-..Xi\.. ..,_ "T ·7-----·· .. ti ... . " < k .. ~ L. ·_. ~-\-;.;_ft I ' ' ' I 10+75.00, 12.00' RT., G.B, / · 1' ~YI ~ . '; , '., ,' c-!-,, .... 1, / / , j , r 71 _11_ __ _ / _ __ I j----4 .. MODIFIED ROLLED CURB ' _ 1 ' ·,1 ' -:J-, , AND GUTTER, 12749T.C.,, ·' ~ ·. , ~~10+22:57,Ti["'B.v. · , ~. --~----I--·---+-~···-,--·· 1•-·~.--@ ' 'v ' >', ,-, ' 'J · • · V · ~v '. ,, I I I I I I I I ,. . '.\.'\ -,-,--,--~--,-·: --! ' -,i . • I~-·,-. -,-. i ~-: ' // , ~• ' I r· ' ' ·. ;'p / / ~, ' ' ' <:/-/ '. A '\ P~C.R.:Cjf8-'lc/f,c.~" 1 : I ··-· .. i . .. .. : 7 11~00.iooi ' ~ . t-t-· I i 01// s:D/ .·' ®IL .... II] I I ---------------···j-·-~2.7:0f1_: ___ : I I,_ ~ . ,., ;-, I I I I I I I I I I ' I . ' . / /4 '·· "'l :·-I ' I • • ' . ! I ' I -J .. ~ LI I I I I !, \ ' ',; . ! 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UC,Vd A8 l:!30l:i03t::; \1l0S3NNII/\I '3d0H M:lN • SJ..:Jn□□l:::ld O:J::i\18 ld381/\lnN 8NIM'11d0 ---~Nl1S1111N0.1.1i1Ud;i03S03HOWl:Ool--- £SS9 c:f3SV<JnN JJ:l\;ld ;.s !:130□0:lc:f \ilDS3NNII/IJ '3d□H /\/\3N • s1::m□□t:Jd 0:.J::iVS ld381/\lnN 8NIM'7'1d0 - - cJ J> --t f'l I ~ 7J < f'l ~ f'l ,( f'l cJ "" -< f'l X 7J cJ J> --t f'l J> V) to C f-i i --I SCALE.· 7" ~ · = 20' .... c:, 0 ► c' a:: "' z "' 0 z :,,. f;1 a1 "" g ► =' 0 z f-it-t-t-f--f-f-f------;-----;--+--+---i 9 ., z ~ ~ ;,c ;:o rrl < (/] 0 z 0 rrl (/] 0 ;:o 7J ----l 0 z 0 :i! 0 "' > "' a1 ;,;; f--f-if-f-f-if------;---t--+--+--+--+---i ,, "' z ~ ~ Q 0 " ~ :,,. ii f-f-if-if-if-i---t---t---t---t-t-t-t-t "' z 0 :::; ,' > r r >u g "' 73+37.37. 72. 00 RI, I .· .. '1:-, \ ). r:'i,. ' , . 79+96.32, 73.97' RT. ---+-+--+---+--+--+-~i ---+-' --+--1---i1--~\I --t---11 ~ii_ ,----t-1--t 0---f' \II ii 1--·t---i---,I-,-----,-'1' -,--,-ii -J-f-1-,---,---,:1-c-,----r------,-P. C.R., BEGIN 5' TRANS., F -< "),< _; -· ·1 P.C.R. ) ) , ~:: RCU.OR.LL,s>rvAN.c~,f%,n;"f4_;~ T.C. I .-. C .l?: __ Y '"-0' 7_.' 73+40.07, 12.00' LT. -+-+--+--+--+--+-'--) ---+-i --+---1-+-+l--j-c-i -i--+-' --·-h·t~=--t---1-+--i--;l-+-+--+----t---t----+-----;,-t-r--+----t-l ~, Gvrc, :;'. I . ~---:< (\. ... P.C.R., 174.56 T.C. -----J----t----------f-i-\-+--,---i-,\----,--,-----,-l----t-1-1--i-------,~-~-,--,-,-1--11--,-\,----,;-,----,--·+---i-----t---.-,-,---,-,---,-- '~, •. .a~~ '\.;r;; :• I I ,----~ . / 2.4 ,, , ~ > . -j ! ) "1 :5 I :i.. r,, , f ) ) 13+36.31 12.00· RT.--/-+--.'_ ·."". r)11,J 0 2! ---~~ ------1----------r---1 -----j-,-----j -~1---1--t---+---+-•+--+~-~ 1 1 11 ~-~-1-----+---+f- 1 -+-+--i·r-1-~_--t-,----i--,-+---t-■ END TRANS., BEGIN 4,, ' .-C -+---+----+---+-+, -f---J-r----t----t-t---i------r·--J--t--·-+-· [:f;;i I ~--·1-----,---,I--,-~!-,--,--,---,---,---,.---,--,: --- ROLLED CURB, 7 14. 44 T. C. I ,-, 5 , -+---+,-+-+----,--!. --r-l--+----1--+---+---+-+-,--+----+---t1 --t·l---j-~'.'(-,2:,---,.-t---i---:::; >'l-r---t------;-, ---t-t---i----+, ---,---,--,--,..-,---,-;-I■ , ::::-i ~ I t.ri-~. ·.-~~ r· r--1 1 1 C!j--,.;: ~a1 1 7 3+ 75. 00, 12. 00' R~.cJ.-r7--,.'--'2,, 4 \ ec\. 1---r_r_ @ ----.~+-• _-___ +_--+_ -___ -_ +-i __ -l+i _-_~-+:-----i-----;-1-------ti--1--+ __ -_'i-----+--__ ~---,----+--t-l--:-t--+-ii~ ----i-\ __ j-~',-!_ ====i==~-~ =: 1 • =::==:=:-_,1--~~=t------t~---1---_---_ ri_--,-----■ 1NDM°!J~ Rff}jEfsjJifB i '. I I J ,,, --+-+ ! l : -+! --+-+--+·--1-~-j :--~TI I __ ! ~-: ; '1 ----, 1· +-- ---4 ~ .\,,.... : \ -·· : D~ -~+,--t--+---+:-.,..\--+-+--+!'f-ii-+---+!-r1----'-!-,:-----+-+:----<--;j'+;o.do 1---Jl~-\ 1 1 i. ----I_! __ I ·r .:1 <.,.. 14+29.77, 12.00' LT., I[ -., -,?'-+-+-+---+-+-t---+---'---+---'-t-+---+--+-t---+---+-'c--'.-':-i0~--+-17--+---+--+f-i-t---t--.-t-i----t--t---+---r-t-+-----t-1 • / 20' TYPE G--74A DRIVEWAY 2:) ;:;:i °':' 1 i i 1 ' 7 (5.0 ) i I j i _l__ -----_ rl-~ I_ =tJ ~:• -+--i---i-+----,-+--+'-~-,---t--t---t--:-, ---r-+---,---L--1-1--+----,---:----t·l-+-----,---.---,---,---1---,---t---t------i--,-[ . I . / s I;) I ! ! ' I ! ! I I i ! I( I L / L,---,_ I [,i I ; : • ! I i I I! : i i ([INT. -._· "' i"-C/ ,,,,..... j,: ! I i I I I . ! __ 1_4_++2_9._6_4_T0_W.+'D_/ _W,_;i+y~(/ecf>.=r?.=1/V,_;i=TE=,::!_--__ ~_ -I 1---✓-h,-__ 7'. """-~-~ ~ C'i -+--+-+---+1--t-+--+-+--~'----t-i;---,.---;-i -+-1-;--t---01---t----t-~ --1---1 -+--t-·_,__-i---' ---t--t-r-i--r-' -i--i----i--■ 11+75.07 SIMBA WAY (PRIHIE)t---_ ___,~ 11 __ •. ~ j,t:: /~'-= _ ~----= ,_ ~ : _1_...j-t--,i--1---L:-+--1-•.--___ ,_~:-+_: 1 _ c--t,-t-+:--+1-t---+-i---t---,,-+-·,l 1 --1-t--t-!--1-t-+i-+_1--,-+---i,-+-i +---t--t-■ 14+44 34 1200, RT. I '•,·t--+-+-----+J-0 _· -i-+-i '""---"'' ,,,, -~ i I I I i i I ' i : I I ,' i _i ' / BEGIN·5:·TRANS. 4"ROLLED " -. ' ' -e:== i!; ' ~ -~+--t---,1--t--+--t----,--t--t---t--i-+-.l-t----, ~-aj-~/NT.-,-·7, . ; ' II 1/'c T, 6" 1?B GUTTER .•. '-. ·" ( ; _ •_· -e-; ----~~ ½ -1--t---+-+' --+--+--+-+' -+--t--t---+---+--1r--1--14+29.64 VNDI WA ;-(PRIVATE' ! ~ts.~4 ~c. c: AND ' ,,; I""' ,• :: ~-. / ]f------~ ~ ~ -+-:· -'---+-I-' -:---t-+---+--+:--+--,-' ---+--+;,-J-+!----1:----, ll ;1.•;.;'bof-S/},(~1! !fA>-;f~RI_IIATE;i,--+-r-+-i:--,---1-r' ----1-,--1- 74+49.34 12.00 Rr. r~ ,,, -· •; 1a~ _ _,.+---r--~-+---.,.1'----t-+--~'-,-,!-1--,----1---,.1----t---'----t--. 1 . , , 1 , B. C. CURB, END TRANS., BEGIN L:::-------' ~ .. L ~ ~ I I : I ' Ii 6" CURB AND GUTTER, 175.65 T.C. ', [> • 1 0 :::--t ~ i 1 ' . ~ . ;-, hi ' I I ' I ' ' I I ' ! .. I : I I I 4+58.26 17. 49' RT. 1---1--/)t_ <tr ''' '-l"-. '-!. ~ -t----i--+---+--+---+-+----P:--'-'l-½1½-;b-1-+--,--r--+-+----rl-r-1 -;-----,1-,--+--+\-r, --,--+--,-+---t----i----i----1-r-+-+---+---t--l £.C. CURB, 175.74 T.C.\. _ L'; "· ... ®\ . I !§1:s!:s!i~~ -+----j---j------j----•i_ ----1-t--;I-,__-,--I, I I I I --8J·.:..· -1::"0-~ , ' I I -, 1 ---11,----,--.\----,i-,--,---,--.---,--r--,--r---.----, ,_.,_,,, I I -+-+---+--+-f--+-----+-11 ·c::s·~-:} ~~+--+-+--1 -i---1-f--+--,,-~;...<::,· -+---+-I---J-i •,:---, --t-t-·T,-t--+--+--' \._, .. , ,. ~g·\ , , l 14+82.12 72.00'LT. B.C. 1. :::;••:;,: 1, ! ~ J. 1 I 7-i\ -'\,,. ' ' 'I' ::::: -~ CURB AND GUTTER, 775.98 T.C. -+--+-~--+-t---+---+--+-1 :t: ~{: 1 1 --i-----+---+-__ 1 : 14+72.75, 45.79' RT. ·1,-, "' "' 74+8442 ,,. BC I t(j:,__,ll~"1 ' I I, ' ! :} 'PT. cu 'B, 716.30 T.C. -~. ~ ~ I ~ ' 75+0I.~~' ([_.._ £.~.. ---t--+--f-1--+-f--+---c:--t--■ ~1-~ ~ ~-I ! : i I -' :::;\ / ~ ~ --"~· / ~ 75+05.08, 70.88' LT., £.C. CURB -----! -------.--+I -+-II "'ff('l!::;J 6l -I---+-' --+l-+--flr--f---cl+--+-,--t-----t-J--t----,-1--+-+,-----il---t--t----t--+l---t--· -'c:... 1/ I"!' . ,) ::;: • AND GUTTER, 7 76.23 T.C. t--s;1·"',;, ,-------t -------11,-+-+l--j-l--i-+---+-, -t---1-+--J--+--+-I --+-+-+---+-,:---1-,-1· ---i--■ °';o -:z.. 1•• Jtl (S°l _,,_1/ 15+70.15, 9.02' LT. -+-+---+---+-r-+-~i--t--111---tJ ~---~I -,.1 --,-,---,..--,,-1 --,-,--,--4--l--,---'--,--,--,-----,---,-,-.,--.--,---,-----,-,1----,---,---,-■ ' ~ • , : \ ~ ~ · . ~--Pr: cu RB, 116. 32 r. c. : , : , I 'c I : i , , ',---r--t'-i----,---1----,-r-----1-,· --,'-,--,----,-----,. 1 1 ---,_.,. 1' --,-■ ?o ~ -. _ 1'(\...Jzv) ·~,. -..______1\' -... I I I I ! I I I ~ 1 1 i I ' 1/./C //. ~--<Ji.-+-+-+-+--+--+--+--+--+--+---+--t-----+----,--t---t---t---+--,---t--+---t--+-~--t---t---,-----j---j-~--j---t---t---t-,---t-,--i-■ 14+95:40 31.07' Rr. • '.';;o' -~,JJ.. 111.. 1 1 • : •1 15+10.15. 1G.B.1 1 1 :} PT. CURB, 716.30 '0.C, "\ 3 'p ~~/' "; :i' g l 75+ 12.15 8.00' RT. -+--+---t---+-+--+---1--1----t-------t--r--l -t-----;:,---i -t-· ~r---7-m1"i1\<6,-,_ 11ro'i='i'-~ l=c7=r==-1----+-+--:.I-I--+-,--,------~ ---,----,--,-----,-■ 74+90.89 76.05' RT.\ .. , '>,. ~-,.::, ,aQ. :r:,_-j,p _.,.-r '/ ST. LT. --+--+--+-,--J--+---+--+-,---i----,-t--+----t----t--+-----t-t--r-J·-t-----t----J----J· B.C. CURB, 176.08 T.C. \ -~ ~ I ' J 75+ 10. 75, 72.00' RT., B.C CURB, ! j i I ) I i : I ; I I c:, ._ _______________________________ ----------------------------------------------------------- 8££8 l;:!:i8t"l::-:lN .1.1.:ltci X2 'd3Q..;Q3'd \iillS3NNllN '3d0H N8N • 8.L:Jn□□tld 0:J::l\iS 3~-l6P ~MO l:::1381/\lnN 8NIM'1l:::IO --------------3.Nll SltilliO Ull!ld :IO 3$03 NOWSOd--- '710S3NNI!/\! '3d0H M3N • S.L:Jn□□i.:::!d □:J:lVS l:::1381/\lnN SNIM\tl:::1O -----------3Hl1S!ll.lNO.l.tillld:ID3903t.011JSOJ-- ssss 036V\jfiN J.blic ;.s n;;ooo;;o '11108.:lNNllN ':ldOH M3N • snn□Ol.:::!d □:J:l\1S l:::1381/\lnN SNIM\tl:::1O --------------31t11Sllll.fill,lijlll,l::IOS9il3HW.llso.!-_ 8S£9 1::138ll\!nN .lli\ld AS 1::1301::1031::1 \ilOS3NNJll\! ':ldOH M3N • S18n□□l.:::!d O:J.:::!'18 l:::1381/\lnN SNIM\tl:::1O i -+---+---+-----4--+--+--+--+--~ ---+--+---+---t------->---- -+--c--+---+---+-1-+--+--+--+---+-, -----1-----1-----+-, -+---a+--+-----L__ --· ____ L__ ___ -1-+---l--+---+---+---1--1_,__ __ rc. --1_L-+--'--+--1 .. _ 1 • -+--+-+----,-I'---. __ '----_ -+-I --+1-----,i_+--+-----+r µ+---_-+---+---;----+--+-1:--~------+c-------1-----1-------'/--=:':::::::::~~-----f--+ -_-:_1 -_----1-----:==~===:==1===:: ::_+-1-:_--~+----+"=-----,..1 ·=:-=-~11 _--:f----++--_-_:-, -_+-+--+--+---+-----i-+--+--+- ----I---- , , i I i i.,,. I 1 . , I I ~:_-_ -_-__ -_-----~---_-_-_-_-_-_-_ ----f-------+----+-'-+-+-+--PROFIL-!"1~-S/MBA-"-WA ->1--1-,..,'R/VAT-£~1+--f-----+---+--+--+-+-+-+----+--+--+--+-+--+--+--l--r, 10'-----+-----+----t--t-' :1=2->4L!E.---1,,'= fo'r171, J";-4' ~--l ,_, -r----l--:--1----+--__ +-_-_+-_-_+--_+-,-f+--_t--_---1'1_ --+ -i-----1 --c--1--. . r--fill--1 , ---L I -' NOTE: SCALE:· J" · -20' SEE SHEET I 8 FOR SEWER AND WATER PLAN AND PROALE. SCALE.-! " -20, FOR IMPROVEMENTS WITHIN EXIST. ADOBE SPRINGS ROAD (PUBLIC) SEE CITY OF CARLSBAD DWG. NO. 484-5 I I 11 AS BUILT'' PRIVATE CURB OA TA TABLE 0 !:,./BEARING RADIUS LENGTH DESCRIPTION 1 N1·5g'3o"w 2.00' 4" STRAIGHT CURB 2 9o·oo'oo" 3.00' 4.77' 4" STRAIGHT CURB 3 N85'00'30"E 7.71' 4" STRAIGHT CURB 4 N4"59'.30"W 757.90' o" STRAIGHT CURB 5 N4"59'.30"W 757.01' O" STRAIGHT CURB 6 N85"00 '.30 "E 1.00' 4" STRAIGHT CURB 7 90'00'00" 3.00' 4. 71' 4" STRAIGHT CURB 8 N4'59'.30''W 3. II' 4" STRAIGHT CURB 9 N85'00'.30"E 20.00' 4" STRAIGHT CURB DIO~L RT ® SEE DETAiL @)AT RIGHT 0 , , / .!,. FOR IMPROVEMENTS WITHIN EXIST. ADOBE SPRINGS ROAD (PUBLIC) SEE CITY OF CARLSBAD owe. NO. 484-5 I ,,- 1 I f r, PRIVATE CURB OATA TABLE 0 !:,./BEARING RADIUS LENGTH DESCRIPTION 70 N3"30'79"W 2.00' 4" STRAIGHT CURB 1 1 90·00 'oo,, 3.00' 4.77' 4" STRAIGHT CURB 7 2 N86"29 '4 7 "E I. 77' 4" STRAIGHT CURB 73 N3"30'79"W 156.46' O" STRAIGHT CURB 14 NJ"30'79''W 755. 78' O" STRAIGHT CURB 15 N86"29 '4 I "E 1.00' 4" STRAIGHT CURB 76 90·00'00· 3.00' 4.71' 4" STRAIGHT CURB 17 N3"30'/9"W 2.00' 4" STRAIGHT CURB 18 N86"29'4/"E 20.00' 4" STRAIGHT CURB BB&D~ CITY BENCHMARK: Pl.ANNING ENGINEERING SURVEYING 3990 Ruffin Road, suite 1 20 San Diego, Ca. 921 23 DESCRIPTION: CITY OF CARLSBAD C.P.S. STATION NO, 88 (CLSB-O88) PER RECORD OF SURVEY NO. 17271 LIP OF PAVING 7_0 , -GR. + 0.77 3' RIBBON -~l-1Pl,._H -_ -<I _ _I_ GUTTER M Li~ ~1---!ffi(ll _------#~J '1' .-- 72"x12" BROOKS BOX 1/:1-1 ---. </----;; :: WITH TRAFAC RA TED ~i=-> -:: GRATE NOTE: □ FOR EASEMENT NOTES SEE SHEET 2. CENTERLINE OATA TABLE 0 !:,./BEARING 2 NJ"30'79''W RADIUS LENGTH 780. 73' f---l--+---------------1-----1---+---+------l I SHgEET I CITY OF CARLS BAD ~ ~=='---===E=N=G=IN=E=ER:::l=N=G=D=E=P=A=RT=M=E=N=T===-'=LE_j==L==:= PRIVATE IMPROVEMENT PLANS FOR: OUARRY CREEK PLANNING AREA R-4A {EAST} ROW 2016-0007 'URFACE IMPROVEMENTS PUD 15-13 APPROVED: llj I I , JASON S. GELDERT IL-. /.... .,t 3/z.,t,/t-•-. P.E. __ _ EXP. ___ _ DATE GRAPHIC SCALE 858-560-114'1 85B-560-8157 Fax LOCATION: ________________ f----+--t-.----------------+---+-------1-----+-----l CITY ENGINEER PE 63912 EXPIRES 9/30/18 DA_K /1\ REVIEl.'ED BY, ,,, 811 I b ~ 3·l'1·17t RECORD FROM: _________________ 1--DA_TE_.,__IN_lll_A_L--J REVISION DESCRIPTION DATE INITIAL DATE INITIAL D 8 <.J ,i. DWN BY: SB&O I PROJECT NO. I DRAWING NO. ~o_™_E_R_A~PP_R_ov_A_L--1---c-,~-AP~P-R-OV-A-1L ~~~~~~~D~B~~~:~==~L __ C_T __ 1_5_-_0_9_------' 497-fE INSPECTOR DATE 20 0 20 40 60 MRON PARKE1 DA 311.176 M.S.L. ELEVATION: DA TUM: NC. V.D. 1929 ENGINEER OF WORK 71632. 10 i_ ' ' ·- □ D ~ z [j) z C s to m D □ D ~ z [j) z C s to m D □ D ~ z [j) z C s to m D PRIVATE CURB OATA TABLE 0 6/BEARING RADIUS LENGTH DESCRIPTION J N61"20'42"W 161.79' 4" MODIFIED ROLLED CURB/CTR. 2 N61"20'42"W 3 N28.39'J8"E 4 go·oo 'oo" 5 N6/70'42"W 6 N28.39'J8"E 11 AS BUILT'' P.E. __ _ EXP. ___ _ DATE REVIE\./ED BY, INSPECTOR DATE 157.23' O" STRAIGHT CURB 1.71' 4" STRAIGHT CURB J.00' 4.71' 4" STRAIGHT CURB 2,00' 4" STRAIGHT CURB 20.00' 4" STRAIGHT CURB DIOAL RT ft 811 ® CENTERLINE OATA TABLE 0 l::,/BEARING RADIUS LENGTH J N61"20'42"W 160.68' 2 N5J"06 '.32 "W 22.00' GRAPHIC SCALE ,__ ___ 20 0 20 40 I J ' _I_ I I / I I I I I I I i I ! I ! 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SB&D~ PLANNING ENGINEE:RING SURVEYING 3880 Ruffin Road, Suite 1 20 San Diego. Ca. 921 23 85B-560-1141 CITY BENCHMARK: DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. BB (CLSB-OBB) PER RECORD OF SURVEY NO. 17271 fSHml CITY OF CARLSBAD ~ t----+---·-+----------------+-----t---t-------t-----J LI£_j ENGINEERING DEPARTMENT l_E_j :=P=R=rv==A==T~E'--'==IM=:P==R==o==VE~M~EN==T~P==LAN===:s=F==o==R=: =====:'.~====: QUARRY CHEEK PLANNING AREA R-4A (£AST} ROW 2016-0007,, SIIRFACE IMPROVEMENTS PUD 15-13 rw,,,-✓ v -;;t,o lD B58-560-B 1 57 Fax LOCATION• APPROVED: / 1 fl h. /-IJ, JASON 6SL ;lLDB:T CITY ENGINEEi? PE 63912 EXPIRES 9/30/18 AT -----------------1-----+--+,.--------------------t------t---+----t------j ~~~-;=:':':::;;,;;:;;=;:;::=:;~==":::=:=:===~==::;-~ cc~~:::::.-C:::::.-C==-~==-~=: 11' OWN BY: SB&O I PROJECT NO. I DRAWING NO, DA TE INITIAL ENGINEER OF WORK DATE DATE INITIAL DATE INITIAL BY \'-' CHKD : ,.., CT 15-09 497-1£ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: . RECORD FROM: ________________ _ ELEVATION: 317.176 M,SL DATUM: NG, V.D. 1929 71632. 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NOT£: □ FOR EASEMENT NOTES SEE SHEET .2, BB&D~ CITY BENCHMARK: i I -f---+----+-+---+-11--1----C-__ L_ __ -l-+--1---1---l---+-l--l----1---1--1---l-__J_-1-1----j__+--'----1---t--+---+---l---l---+-1---+----+---l--l-__.-, -t--t--+---+---+--1--1---+--+--1-----1-----------h-----i----r-------.-,------. ·-----t-----,-+--1-+---t--+--l----t-1---+-+--+--+--+---+--+--+---l---+--+---l-- -+--+---+--l-l--1----1----C---1---------------j-___j---1 -<- 'I --i-----f-----1----+--1--+---+--+---+-__J_-I--1----1---+--+ -+--+--f--f-----L-. -l--t---+---1----l --+--+--:--+--!---1-----t----f-----l---+--+-_J__-I I -----,-1--+---+'-+--j--J-t--+---t---c----t---t-l-t--+--t-+-+-'+-+-+--+-+-+--+--+--+-+-l-l--+-+--+--!-----l-1-+--l--- --t--+---+-l----1---+--'l---+----'--1---+--L__ L__L__ ----+---l-l---~ ------+---l -_j.___j-,1--__ , ---1-1--... ---. -+ --t-1----1 _,__+--+----· -------- ! ! -1---1-----t-l----l --r-J.--·--_1 -_____ --l-.1-----_____ ----------f---- ---1---l---+--+-+--l---+--l-+--+--+-+-1-1----1---+--+-I ---+--1---+---j-+---l--1--+-l----l----1--------1--+I -+-f------1--+---I ------ 1 I ,' --f---+___j--l---l----1--1----1--t-1----l----L --------11--+---+---1----. -------.,-I-------____ , _ __,____j__-j__ --t-----1----4-'I--+--+ --1-l-----1---l----l--t-- :r: r--~ 1 ---++-·~-+-_-_f--_+=----+_-~~-__ I -L-_-1---_j_-1----+· =---1----+-:~-~~/-=-- 7 +----~--+----=--J-f-1----=~~--:_~l~---c~:--=~-~:I=-_,~:-_-+-l-_-+I-_-_--1-1---l-l·~:~~:~:--~-j__·--~-+t-~:--j-:~-l-___J_-1---= =J l I i -l ---1------I i - . -+---+--l--1---1----L----i.-li ___ , ___ ---.. --1 ---1---+---l --l--~1---l·-. -1----1--------l----· --1-----'---+--1----1--1---1---+---+---J--i---\f-i ---+---+-Cl--- =~~-~=,__· ::: : =-1------+l---1--,'--; ·ir1L,'r-f--4Vll'):-rA -~vFJ./{lt,t 'fJ.,1?/VATJ:)L i i ! . 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Vlll£TA A VENUE {PRIVATE) 0 D,/BEARINC ~- 4 .2"39'.20" 5 N74'41'00"W RADIUS 400.00' I LENGTH !8,54' 87. 15' \\ N) c:, 1-----1--+--------------1-----1-___J___---1---l fsHml1 CITY OF CARLSBAD ~ l___i'_U ENGINEERING DEPARTMENT ~ ~P~R~I~VA~T~E~IM~P~R~O~VE~M=";E==N==T=P=LAN===s=F=o=R=,====--'=== QUARRY CREEK PLANNING AREA R-4A {£AST) ROW 2016-0007 SURFACE IMPROVEMENTS PUD 15 13 ® PLANNING ENGINEERING SURVEYING 3980 Ruffin Road, Suite 1 20 DESCRIPTION: CITY OF CARLSBAD G.P.S. ST,4T/ON NO, 88 APPROVED: =_rr=J/) f ,I JASON SI. G LDERT San Diego, Ca. 821 23 (CLSB-088} PER RECORD OF SURVEY NO. 17271 (L, . , ,,. 'r# J-tlA > n1,; P.E, __ _ EXP,--~-DATE fJ 811 GRAPHIC SCALE 858-560-1141 B5B-560-B1 57 Fax LOCATION: -~--------------i-------t--~h-------------~---+--+-___Jl------+~~-1 CITY ENGINECC>' PE 63912 EXPIRES 9/30/18 6ATF' /1\ - REVIE'JED BY, .20 0 .20 40 60 3·/"1·17 ELEVATION: OWN BY: SB&:O I PROJECT NO. 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'-J -~ ~ - ~ z V) 7J r'l n -; □ ,0 t::, J> -; r'l ,0 r'l < ~ r'l ,:: r'l t::, "" -< co 5 5 7J 01 01 X 7J t::, J> -; r'l ]> (/,) td C 1--+ i -----j !~~ !!!i~m :tJ ~ ~~ ~ ~ ... ~"ti~..,~·-... -] ~ ~ ! : m ca :,:, r ca 01 O <o > "' =' 0 0 z~., . . "' 2 ~ :::0 fT7 < VJ 0 z 0 fT7 VJ 0 :::0 -u -+ 0 z 0 a! j; ,;: el > ffi C -W a· Z ~ INC. "O t---+--+-+-+-+-t---+-+--t-+--t-r--i ~ z 0 =' ;;: )> r r " j; ~ ~ ~ t---+----1--+-+-+-+---+--+-+-+-+-r--i "U :0 z 0 =' ;;: )> r r I I I I I ! I I I I I I i I 1 1 i ' ' ! i I I ~·1--+, -+-f---+--+--':-+--+--+·-· . ....,._--,---,-' I: II '1 i I i -1-~,-~'-+--+-t-t--~'-+--+--t--r-+-+--+1_,__+---t-----r--+---+--+-1---+--+-~·-+-+--+-+--+··~--+---+-'-t~lc-,__-+-,,-+--~ I : I I ~ ~-+--+-t-+-+--+--+-t-t-+--+--+--+--+--+-t-+--+·-·-f---+-+--+-t-+-+--+--+-t-t-t-+--+----t--+--+-t-+--t----. : ! I / i I I · -··-t-----t--t-t---+-+-~-+--1-·-7~·i--+---t----,-,-t-c-+--+--t---r--+--+-;--,-r-t--+1--+---i-~-+-+--+-,-,----,-~ --! : I ! : i i I I . ('d~J3rd8'cl~ 70+04.43, 5.00' RT. \ -------~ ~-90' BEND 8" P.V.C.~ ~ \---70+04.43. 79.00' RT.. END ~\ J--,--' 8" P.V.C. FIRE, CONNECT TO 8~ "-':"~~-i"'~~-l.--4-----_j D.D.C.V. PER DWG. 484-5 -!~,::::.., _,__ 70+07.43 23.50' RT. 'I Gl / 6" P.V.C. WATER, CONNECT -',·, ', I 1 1,. +--+--+-+----1-'----t-+---'---+--+-f--+-+--+-c--+-l-t-+' ----1-t-+-+--+--+--+-,-t-+-t----r-' -+-+-,---,---,--,---,---. ' ! i i I : ! i -.. I ! +---+---+---t---+--+-", --'------'-1--+-+--+--+--+--+~•-+--+--'---+----l-+--t-+-------+-t--+-+---+--+--+--+--+-t--·r-t-t---~ I "I ii\() I I '~ i ! '-). ! I ,-'7-t-+--t--·+--·--·--,-,-7---,-,---. i I I ' i I ~ . ' TO BACKFLOW PER DWG. 484-5 ~ I / 3" WATER METER WITH 3"__,) 1 BACKFLOW PER DWG. 484-5 / 8" DDCV PER I DWG. 484-5 I 10+07.43 7.00' RT. ~~~=--' 90' BEND 6 .. P. V. C. WATER WITH THRUST BLOCK ~ ---- ..... ~ <::, .. ___________________________________________________________________________________ .. -· --atillSUUIW-itllil<I :IO 381EtlOWSUJ---- 3~-L6P ~MO l:1381/\lnN SNIM'ltl:10 --awn SIIUllO JJillld ..03:Kl3 HQIJJS0,1- zsss tl381'\:,'7N .lli';d ,',.8 8.3Gi:jG3:.:l \1.l0S3NNJI/\! '3d□H M3N • Sl.'.Jn□□tld O:J::1\1S l:1381/\lnN SNIM'ltl:10 ------------3Jd1SIIU.Nflillllld:I03003iHOWS!ld- 8SS::i -b~8v~1lN J.b\1c A8 t13i,'.jt11)3b \1l0S3NNIIN '3d0H M3N • Sl:Jn□□l:ld O:J::l'l:18 l:1381/\lnN SNIM'ltl:10 ------a11:f1 Slff,1.NO Ulllid::10 ~tWUISllol- 8SSl:l !:i3BL/lJnN ll:1,.,-d AE l:l30!:J031::i Vl0S3NNIIN '3d□H M3N • SJ..:Jn□□l:ld O:J;:1\7'$ l:1381/\lnN SNIM'ltl:10 ;I:: 110-~ ~ +---+--+---+ -------- -~- ---------------f---f---f--- 11 AS BUIL T 11 P.E. __ _ EXP. ___ _ REV!E\./ED BY: INSPECTOR DATE DATE DIOAL RT i, 811 ® I~ ,, __ 20· ---, scAL£: 1 - GRAPHIC SCALE 20 0 20 40 60 BB&O~ PLANNING ENQINE;ERJNG SURVEYING 3990 Ruffin Road, Suite 'l 20 San Oiego, Ca. 92'1 23 B6B-560-114'1 B5B-560-S'l 67 Fax J -, MRON PARKER, DA/'£ ---I- ----->----+---+---+--+ NOTE: □ FOR EASEMENT NOTES SEE SHEET 2. Q CENTERLINE DATA TABLE 0 £::,/BEARING RADIUS LENGTH 1 35'51 '33" 550,00' 90.22' 2 N43'15'58"E 20.58' 3 8'55'45" 250,00' 38.96' 4 N34"20'13"E 86.24' 5 5·09'45" 550,00' 49,56' 6 N29'10'27"E 86,67' 7 36'33'08" 100.00' 63.80' 8 N65'43 '35 "£ 20.28' PRIVATE SEWER DATA TABLE 0 £::,/BEARING RADIUS LENGTH DESCRIPTION 1 7'25'51" 557.50' 91.46' 8" P.V.C., SDR-35 2 N43'15'58"E --20.58' 8" P. V.C., SDR--35 3 8"27'24" 242.50' 35.79' 8"P,V.C., SDR--35 4 N34"20'/3"E --84.24' 8" P.V.C., SDR-35 5 5'09'45" 542.50' 48.88' 8" P. V.C., SDR--35 6 N29'10'27"E --42.47' 8" P.V.C., SDR-35 7 N29'10'.27"E --38.21' 8" P.V.C., SDR-35 f-----+----~~-+---~i---~ 8 36'33'08" 107.50' 68.58' 8" P. V.C., SDR-35 9 N65'43'35"E --4.96' 8" P.V.C., SDR-35 PRIVATE WATER DATA TABLE 0 f::, /BEARING RADIUS I 35'5 I '33" 543. 00' 2 N43'15'58"E -- 3 5·55'45" 257.00' 4 N34"20'/3"E -- 5 5•09'45" 557.00' 6 N29'10'27"E -- LENGTH 89.07' 20.58' 40.05' 86.24' 50.19' 110,43' DESCRIPTION 6" P. V.C., DR-18 6" P,V.C., DR-18 6" P. V.C., DR-18 6" P,V.C., DR-18 6" P.V.C., DR-18 6"P.V.C., DR-18 PRIVATE FIR£ MAIN DATA TABLE (PER SEPARATE PERMIT) = f::, /BEARING RAO/US LENGTH 1 9·17'17" 545,00' 88.35' 2 N43'15'58"E --20.58' 3 8'55'45" 255.00' 39.74' 4 N34"20'13"E --86.24' 5 5·09'45" 555.oo' 50.00· 6 N29'10'27"E --105.95' DESCRIPTION 8" P. V.C., DR-18 8" P. V.C., DR-18 8"P.V.C., OR-18 8"P.V.C., DR-18 8"P.V.C., DR-18 8" P, V. C., DR-18 ~ CITY OF CARLSBAD ~ ---+---+-------------------t---i----t---i-----i LI±_j ENGINEERING DEPARTMENT LE_j :=================: CITY BENCHMARK: DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-088) PER RECORD OF SURVEY NO. 17271 LOCATION: RECORD FROM: ________________ _ ELEVATION: 317. 176 M.S.L DATUM: NC. V.D. 1929 DA TE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRIVATE IMPROVEMENT PLANS FOR: QUARRY CREEK PLANNING AREA R-4A {EAST} ROW 2016-0007 UTILITY IMPROVEMENTS PUD 15-13 APPROVED:/,,(. 'I IA_/ II_} JASON '.\. G~LDEBT ., /.~ . Jl&olUJ.-7. CITY ENGINEE'R PE 63912 EXPIRES 9/30/18 DATt DWN BY: SB&O I PROJECT NO, I DRAWING NO. CHKD BY: 9< CT 15-09 497-1E L'R'-'V,_,_W~D'-"'-BY,_.:~==J 71632.10 Iii □ i 2 G) 2 C $ Cl] m :0 □ :0 ~ 2 G) 2 C $ ca m :0 □ :0 ~ 2 G) 2 C $ ca m :0 ~ z (,1 "O ['7 n ---< □ Al C, J> ---< ['7 ,0 Cl < ~ Cl ,:_ ['7 C, to -< 00 .... .... C, ,.., "' ,-f'l re c, <a ► "' --, D 0 z,; . . "' D ► 2 a:: ~ :;o rT7 < (/) 0 z 0 rT7 (/) 0 :;o cl ..., 0 z Q §; =1 n1 ► 8 ► =' 0 z f'1 X "O CJ J> ---< ['7 " ]> (/) tJj C f---, i ---j (§) 72+57.03 ,,;<S+---t,-1"'"1-I 72+72.00 18.50' RT. 6" F.H. ASSEMBLY _r--:i R)_r ~1"'2--=+""'8~7.~. o"'6'--+--+---++I +--~1 S.M.H. NO. 5 72+35.86 I /.5" W.S. c_ ...r-- 1.5" w.s. § I ® ::' V)j--------t-1-!-~, ~ ,:; ' ' 1-4-....... ....,....._v-7 "' l = ~ ' II L/7 5 '1 i.,,,-;,-;-1 ---( =-c I 13+08.48 :,, Q I li'---+--+--'-'C.-1.'"5c;,,"'w."'."'s.,_ .,, 0,l!+--+---'1"""1 -I I 34 ' = - - - 13+26.35 1--+1 +-1 +--i=-r+-++-----1 !.5" W.S._ I 17' 7 7' ::: f---,--+--+---+----+----+----r----,--+-+--+-+----< ;o z 0 =i ;; ► r r (') "O ..... ::u 0 .... '--I.Ii 8 I ---a ~ z IQ 9 !5+64.03, 5.00' LT. SALINA ROAD (PRIMTE) - 12+80.41, 5.00' RT. CRECIDA WAY {PRIMTE), 8" TEE WITH THRUST BLOCK, 3-8" G. II. '.5, FLG x PJ VALVES j ,.,.:, MATCH LINE ~ STA. 16+00.00 ..,. ~~ SEE SHEET 16 .... ;;i"' I ~ \?; " ( C, -c,, ~ ' )l " i -f) "' .. _____________________________________________________________________________________________________ ... ----aHtlSIIUNOilruld:IO~U3flllWSOil------..,.... ------------]itilli.tll.l.tiO.U.ltlo:IOa!9U.twwso.l--------. ES!=9 l::l38V\JnN .W'l:td)..S l::!301:l03!:I--ESSS t:!38V\lnN J.ti\1d AB l:!300031::l \110S3NNILflJ 03rl H /V\3N .. s1:::in□□!::ld O:J::i\15 Vl0S3NN1Vil '3d□H N\3N • S.L:Jn□□t:Jd OJ::1'1S 3~·L6t DMO tl381/1JnN 8NIM'1tl□ t:1381/\lnN 8NIM'1tl0 ----31illSIII.LNCJ.IIJl!.l:10:l.flll3NOU.!Sllol-- ESS9 1::138!1\JnN ltlv'd AB l:l301:i03!:i \110S3NNIV',l '3dOH /V\3N • S.L:Jn□rn::ld 0:J:l\18 t:1381/\lnN 8NIM'1tl□ -------.-- E!2S9 t:!38J/IJnN JH\;ld AB l:301:!0:lb' '1J.0S3NNII/\! '3d0H M3N • SJ.:Jn□□tld O:J::/'v'S tl381/1JnN 8NIM'1tl□ C, J> ---< ,.,, "' ,.,, < ~ ,.,, ,:: ,.,, C, td :<' 00 ... ... ... c::, ,.,, ;u r-,.,, ,,, 0 <o )> ;u =l c:, 0 Z 77 •• ;u c:, )> c' a:: 5;l 0 a: ,l 0 z > ~ ;;J "' ,.,, <il C, J> ---< ,.,, "' J> (/) tcJ C ,-1 -----j 0 t----t-t--i--+--+-+-+-+---t---t-+--t-i ..,, z 25 ~ "' I' ;,c ;:o CTI < VJ 0 z 0 CTI VJ 0 ;:o 7J --, 0 z 0 'i' ,;; sl ;;J > :g f-t--i--+--+-+-+-+-+----i----t-+--t-i ~ z ~ ~ O 0 ~ ~ > :g >-t-C-,--+--+--+-t--+---t--,..-+--,..-, "' z 0 3 ;; > r r G 'I \ " ' ~ 4.5'± RETAINING WAile"£--,.--'~'(\ PER DWG. 497-JA 2 7 +40. 70 22. 7 7' RT. TYPE "B" INLET ' 9 l \ I : I I I I I 11 it---i----,-i i B IP.~.C.i,f7 'E, l 11f 0f 7!P. i ' I I , -c::.1..------------------------------------------------------------------------ --altil15IIUN0,1.H1& :Ill i9Q3 NQWS(l,j- ££££! .!:!;!!:!!'\!,':~ ,llit'd .i.S .!:!3C!!::!C3t: 'V.L0S3NNJJ/I! •::i_... w r, 01::!d O:J:JVS 3~-L6P OMO !::1381/\1nN 8NIM'1!::I□ ---------:INl1 SIIUIIO umld ,ill 3ll03 NOWSOd--- £SS8 i::!38l"'IllN Jb'\l'd AB t:i30ti031:! 'Vl0S3NNIIAI '3dOH M3N • SJ.8n□□l:ld □:J::l'i1S !::1381/\1nN 8NIM'1!::I □ ----------aNJ1SIIUNOJ.Hlll<i~09!W.31\1tlWSUC--- 'i1J.OS3NNIV\I '3d□H M3N • snn□□!::Jd 0:J:!IJ'S !::1381/\1nN 8NIM'1!::I□ -----------~1 :multO mr&::l/J a>5lJSf(lljJJmd--- 8SS8 tJ38V'Jl1N .L'dVd A8 'd3□!:i03td '7.l.0S3NNIV\I '3ciOH M3N • S1:Jn□Ol:ld O:J:J\IS !::1381/\1nN 8NIM'1!::I□ --1-----\-------\ -- II AS BUIL T'1 P.E. __ _ EXP. ___ _ REVIE\vED BY• INSPECTOR DATE DATE NOTE: □ FOR EASEMENT NOTES SEE SHEET 2. DIOAL RT i 811 ® GR,4PH/C SC,4££ 20 0 20 40 60 BB&D~ PLANNlNG ENGINEERING 3990 Ruffin Road, Suice 1 20 San Diego, Ca. !321 23 858-560-1 'l 41 B5&560-B1 ~7 Fax . A RON PAR1 'ER SURVEYING 3-7-11 DATE I I CENTERLINE DATA TABLE 0 6./BEARING RADIUS LENGTH ! N70'49'.35"W --62.69' 2 20•43'30" 200.00' 72.34' 3 N88'.26 '58 ''E I 18.89' 4 4•03'03" 200.00' 14.17' 5 N84'.23'54 "E 216.35' PRIVATE SEWER DATA TABLE 0 6./BEARING RADIUS 1 N 70' 49 '33"W 2 20'43'.30" 204.00' 3 N88'26 '58 ''E 4 N88'26'58''E 5 4'03'03" 204.00' 6 N84'23'54 ''E 7 N84'23'54 ''E LENGTH 69.01' 73.79' 46.73' 68.16' 14.42' 36.81' 124.72' DESCRIPTION 8" P.V.C., SDR-35 8" P. V. C., SDR-35 8" P. V. C., SDR-35 8" P. V.C., SDR-35 8" P. V.C., SDR-35 8" P. V. C., SDR-35 8" P. V.C., SDR-35 PRIVATE WATER DATA TABLE 0 6./BEARING RADIUS LENGTH l--"1---+-"N=6~0~.4-9-c'.3c--3-,c.--'E-t----::__~_~_.::--t 5.00' 2 N70'49'33"W --49.27' 3 20"43'30" 193.00' 69.81' 4 N88'26'58''E --118.89' 5 4"03'03" 193.00' 13.65' 6 N84'23'54''E --156.64' DESCRIPTION 6" P. V.C., DR-18 6" P. 11.C., DR-18 6" P. V.C., DR-18 6" P. V.C., DR-18 6" P. v.c., DR-18 6" P. V.C., DR-18 PR/VA TE FIR£ MAIN DA TA TABLE (PER SEPARATE PERMIT) = 6 /BEARING RADIUS LENGTH DESCRIPTION 1 N60'49'33''E --5.00' 8"P.V.C., DR-18 2 N70'49'.33''W --51.66' 8" P. V.C., DR-18 3 20'43'.30" 195.00' 70.54' 8" P. V.C., DR-18 4 N88'26'58''E --178.89' DR-18 5 4'03'03" 195.00' 13.79' 8" P. V.C., DR-18 6 N84'23'54 ''E --158.62' 8" P. V.C., DR-18 101 B ~ CITY OF CARLSBAD ~ f-----f-----+----------------i----------t----t----,------------i L__I__Z7j ENGINEERING DEPARTMENT LE__j ~P~R~IV~A~T~E~IM~P~R~O~VE~M~EN~T~P~LAN~~S=:F~O~R~: ====---'==~ CITY BENCHMARK: DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 {CLSB-088) PER RECORO OF SURVEY NO. I 7271 LOCATION: /1\ DATE INITIAL REVISION DESCRIPTION DATE INITIAL RECORD FROM:----------------~ ,-------, ENGINEER OF WORK 317.176 M.S.L. ELEVATION: DA TUM: NC. V.D. I 929 OTHER APPROVAL DATE INITIAL CITY APPROVAL QUARRY CREEK PLANNING AREA R-4A (EAST} ROW 2016-0007-UJILITY IMPROVEMENTS PUD 15-13 APPROVED: / / rj J4 ALL JASON S1 GEI.DERT l1~, /lft,Qc,.I 3/l-DIMR: CITY ENGINEEi? PE 63912 EXPIRES 9/30/18 ifATE' DWN BY: SB&:O CHKD BY:~ RVWD BY: I PROJECT NO. I DRAWING NO. CT 15-09 497-1E ~-------~ 71632.10 .... ·-'' □ ::0 ~ z G) z C s co m ::0 □ ::0 ~ z G) z C s co m ::0 □ ::0 ~ z G) z C s co m ::0 ~ z V) 7J f'l 0 --i □ ;o tj J> --i f'l ;o f'l < ~ f'l ,: f'l t:, ttJ -< 00 _., _., .._ G 0, G - r'l ;o r r'l r'l 0 <o ► ;o =J 0 0 z .,, .. ;o ~ i5 ;:u C'l < (f) 0 z 0 C'l (f) 0 ;:u -cl -i 0 z ~ 0 m ► "' r'I ► 7J f'l r'l X 7J t:J J> --i r'l J> (/) b:J C f---1 ---j rornmw-om mm, mr rnro:::i mp [TI(!JODz mmro·JJ D 0!0 C ~ [l).'..s9 ::i: Z ~~n° Glm rn.t,.m JJ "-I ....s.. [J "TI rn rn m ru ru.lJ-Z x ...,_ Ul u) ID c - wfil~~ ~m ro JJ □~ iD z GJ INC. ~ 1--1-+-+-+-+-+--+-+-+---+--+-t--i "' z 0 ~ ~ ~ ADOBE SPRINGS ROAD {PUBLIC} -w i : I .J... I I I I ' I I I I I I ; -+--+-,--+-~-+--+~~--+---+----~--+--+--+-t--+---~---·--1--1----+---+--,--j-· e--~--~·-+' ---+--+--+! -+-+-I -+·--+---t-+--+--■ i I I ! i i I I ----:---;~_,....,-.. -CpROJECT (TYP) BOUNDARY · -i-i--+_+-: -+, --t-f--+----1-'--+----+--i-l --+-~l--+---+----i1_-l--+-t------f--+--+'---t-+--+--+--+~,--+---+-----,..------~ ___ j __ -+---+' ---t-+-' -+--+---,1---1--+---+---+-' -+--+--1-+----+--'r-+--+: ---t--1--+---+--+--+--+-f--+--+----+---+----+---,1-+--+--+--a ~---,1 __ _,_,--+-f--+--t--+--t--+--+-t-': -+--+-J--+---t--if--_-+:--+--+-+--,1-j--+--t'-f--f--+--+-~-+-': -+--+-J--+--+--a I : , 1 ! l "-G -+-·--i1--l-_1 _· --+--+--+-t--+--+-t---+----i:-t--+-1---t---+---cl_t---+i -+--+i -+-+! -+---~------t--+-+---+---1-1 -+---ti-I-· I----+--+--t-!f--f--1--+--+-t---,-__,~I___, ___ ---+--+-+--+I_+-~!-+--+--+-~! -+__, __ I -+--+-f--+--+--~'-+-+--+---+--+--i■ • : I : J i j 1 9+99.00, G.B. -'c::,;-""-+--+--1-1-+-1-+-+-+----+l --1--+----1c,,-o9-:-3oi.T.·--l1-f----+-1 --+__Jl_-1--1-_,1_"'1;=1,~-~~-~-,~-3¢! ==;===;=---e---1--1-~,-1---1---1---1----1-__. 10+09.00, 16.00' LT. V) -! __j _L I ' ' I 3s °;~9•c:v~ ~ o~r,i;~8 "RI . 8 Ht--+-' S.M.H. NO. 8 ,,. . .. , v,1-+--1-11-\.....,.. . .,..·---1 . ,!.:..,"'-, --t--'ll:=1----------1 1-11-1·1-+-{v, vi>-+-H-....,.1+:I ... -I: . I 70+70.00, 5.00' RT., BEGIN 6" P V.~. \--i ·1--.... 2c.e0c...'ll-l-l---~,-:11l'-__':o:;;::::=r-s-~ I~ 70'1 70' II-, I ~ WATER WITH THRUST BLOCK, M.A.R. 70+72.00, 3.00' RT. -"-~ ""' BEGIN 8" P. V. C. FIR£ ,., "'"-V) WITH THRUST BLOCK _'\_ 10+73.73 'Ci:>+1~ct+--+-!-1 -:1--v/ • -(lo) 70+76. -z ~ ..________ [,...., ~ J / ~ I -----11--t---11// ' --&°J/ I ·-,"-JI'---', ::,11 70+75.2' / -I ' ' 0 [ .., 3' '--.. 70+79.38 2" ws. ,, _1 I : -<.iiJ 2 ,, ws. [ ' . v,)-+-H-l-',"-1-:----1 ·-, ..-.....,_ I-(:~ ~IC:::::::\Jl,~Jj ~ ' ~ ~ -; ~ ,,1 : I v vi\-+-H-~--1-i---1 ~I, ,_ ·-,-17+68.06, 5.00' RT. SIMBA WAY (PRIVATE) = 74+24.71, 7.00' LT. -,, TONDI WAY {PRIVATE), 90" BEND WITH THRUST BLOCK -----SEE_ : : I ,,,.---R/W \\ ·-- 2" ws. ~ -1\ I 1/7 ~ ~ sr,· 'S..: ' -l I I Oj ! I t----1-\ 1 1 V 1 --1 ~ I i , , , " . 1---i---+--+-f--+-: --+---t--~ -If-~ -·-+--+- ----l+----fll /I 01--l -~ -~-~ i --I ---l ((i I ' '"" 1 -t---t----j----t-· ---;, ----,1----,~~--~i -t---+---j- ~ / .0 --:::: (sl --i, ; 1 '1 , , , -,-~ · r~i-f--+-+---+--t---,- ,o+76.62 I I r-=--"!'1of'+c,8,..1'='.s"'8"---!-1 ~ ' _, " , , Hf-1-1--(.iv,l 2" WS. __.j-----"'.·_,-, ·-+--+-'--'---+-' -+-+-f--+-+--+--+-' -+----'--.:::~, -~---~l;;l __ _'6 'r-f-'l-+-+---t-l-+--1-~-+--+'-f--+-+--I- ;;; VJ : I \3 ~;> -~i-~ I 1 :;.' ):,1 ~~-Sil J JCf-00.'00 ~ ~ I-~ ll--...'::!:lc;:::::r-i::',• ~ ~-~ • i -~-"i~ih;; : ~J'~1~6 "~ \ I J -~--~ ~'_] __ ! : J __ . ---~ --cl1"'1,--~---i lci_JI--..,-~--------1-1--J---+~---i-1·-- -I e..1 -·," •• ' ~1 --H-~-,i : ~--i~7-e : J"l_-11--·~-rll---1---+--+--+--+--I I 1-+e+-i--\V) • · \_SJj) --t-t ~•--+----+~-i--+--+---+--+---+---t--1--+---+--•~· ---+-'C!,'" ----ti;:-----· -;:;., -1---+--+----+-- "''\-+-J,.,li--......,"+'---I ' ~ j ' ~-Ii ~-~-+--+--+--+-+---':---1-1---t--l--J 13' -! -~ I ' ·-I j 11 ~-is,--+---+ 1' --+---+---+---+-I --+---+---+--i- '>, ~ r~ i ~i Ii I I I/ I i ! ~~~ 5~ I ! I : -f-+-7,-J--' 1 •I-- 111+7.7.'2'2.3996 57._0000 : RT.T. 1:-'o~LA WAY (f(,Pf!~VATE~, = Tl 1-+H---1--1rc;, g; --+--1-+-+-1 ,--+-+-+--+-+-+-+---'-, --+-1' , , __ i 1_J_ :. :. : 7 + . , . L . " ND/ WAY ,,c/VATE,,, ~ • 1 ! • ' I , , --,',-0 6" TE£ WITH THRUST BLOCK, 3-6" G. V. '.s; [I,""" --,,1-t--+--+----+-I. --r--t--1--+---+---+--i--+i--,-t--+-•-+-I. -+--,-t-++-il-i,-~+----<,, °F 5:t2;-3.7. ,tJ"-1?fi,-c,,;,,-__ +---+I --+-+--f-l- " 0 (,·l (, ~ 1'1~ 31" AiVf!' f/?fl 1~l1 M 17.<-I i :! ~ FLG x PJ VALVES, 7-M.A.R. 4, 2-B.o. N, _w) -JI :sc,, .._ ~~--,---, 1 , , 1 1 , I 7 , 1 J , ',· 1 / , ~--i . , I , 1 77+1'<8.72, 5.00 RT:, G.B , 'o 1-,--f--t-+-+-t---+--+--+-+--+-+-i 7 7+75.03, 3.00' RT. NALA WAY (PRIVATE) = I I 7 7+84.34, 6.00' LT. NALA WAY (PRIVATE) = , I _I, , , i , I I I >-' ;:IJ ~ 6" Tv.c. WAT(R,/ 712.55 T.P. ~ z 7 7+74.46, 5.00' LT. TONDI WAY (PR/VAT, , ' t--<-t-+'-!--1 7 7+83.77, 4.00' RT. TONDI WAY (PRIVATE), 1 1-7-7-+72.96,-5.0"'.--RT.-NAlA-WAY-fPRIVATE)~---------~7 j I j I I . ~ :;;: 8" TE£ WITH 3-8" G. v. 's, FLG x PJ VALVES -........__ \ / s:tJ.R.-No. 7 , 1 :+72.93 ;;oo LT. TONDI WAY (PR!VAlT:2,_J_ , 1 ~ -J-r+lsstt-:2--G-'a~-+--+---+--+--+--+-+-->- , , 6 TE£, 7 I i-92 T.P. • 1 I ' j [ I \ ' , . . . ', ----..::e., ; I I . f}E.fiRE---t 'i'eSSfNG-8½B1e?.,•-71--+--+--H ==-le-" i \ 7_5,,86' ; I ' TONOI _ WA y -... :-; (P._:R._'l_~_Tl) 1 ·" Mj.B, 11,71_ 1az,~7.~-' i ' I 1-~--------$1$':9.~3 NA~~wA~-(fR1Lr£J . 1 1 -- --:' ---_-_,..._'-'-_'""_'-_-_-_-_+.,.1~~~ ... ,L.!E -' . --+-+-+--+!-l-/ . 706.95 1..t roJTJ, I I I : ' j ' 1'179r3 -T01D'tW-1Y-f PRIVAfE),1-'·'f-16-- SEE SHEET f 7 i ' --: T i -I I ' "' I : fit'r1-84.34, 6.00' LIT. NALA WAY, (PRIVATE) =1 I __ l,}+j-5 _0,,r ilo7' .RT.,NAl.A WAY r~RL~ATt> 1-1 1 71r+83.77, 4!0o/'Rr. fONDI WA>': ?'1fli'IVATE;J, Jc.._ _ _,1..,_ "' @·" '~, \""\'(, .. ~ 0/ I/;_ INT. 77+80.73 NAlA WAY (PRIVATE) - 77+77.63 TONDI WAY (PRIVATE) -J !5.U,H..!.I NOl.--1,r--' 15.'(1-0-'.-I RI!.¥ 1' r_ : I --.. I Jf+?,_4.4,6, p.07' LT. I TO,(\/Dt W-'IY <fPR~VATE), j I 1 , • , ! 1 ~--J_ I O ' ~, '~~:-9:r--r. · i · i i I i , ' +----+---+-1--+'---t-+---+---+--+--.j--- 1 I i _l__, __ i t f i i ...... ' -~---~~,--.... ,-~-+--~-ii ___ [........_.__.,l--+--+---+---"----1- ---il-l-+----''-+-! -+-+i_,'--~! .... t....;.' ---1-+-+--+-!_;..1 1· --1-l-+'-1---"'-.-+--+-+-i -+-+-1-+-~' -'+--t.!~!·--1--+-L11 -+--i+---+--+1-+_l1-1- 1 ! l1c:!)I i I ii c::i1 I 111::::> ,I I I -"-------------------------------------------------------------------------------------------------.. ----aHllSllilHO:l.lilll,j~D300atial1lllO.I----------------i!HlllilH.!.H0.1.lilillal:W3llllilllllWSlld------------a11.11:iJII.LHOiJ,jjjjJ,!03&affl)IJJ::;u.l---------------annSIMiHO.t.lillW~OiW031i(JWSOd--- BSS'S c,::;o;,.;,1;.. .ll::,1:;C:, A8 ,u::;c;t:,c;::;:.:; c-cco t::!CJOC'I:""'· ''"'t'C ,1.8 u::nun::iu e>cco t::!"or,w:N 1 u..,..;~o LJ:,nun:iw ""cco l:!"o!'\:"'l'' , '-'l;';;'\a '-'30t::!'"'""' v'lOS3NNllt\! '3dOH M3N • SJ.:Jn□rn:!d o:J::J'i:l'S · \1'1083NNIV\l '3d□H /\J\3N • Sl:Jn□□l:;ld □:J;;JVS '1l0S3NNIV\l '3d□H M3N • SJ..::m□□l:;ld O:J::J\1S 'i:fl0S3NNIV\I '3d□H /VGN • 8.1.'Jn□□l:::id O:J::J'itS ZZ :JO 8~ ~:a~~~Yit,~a ~381/\lnN 8NlM'1~□ ~381/\lnN 8NIM'1~□ ~381/\lnN 8NIM'1~□ /-7 ~ z V) 7J f'7 (") --< D ;o tj J> --< f'7 ;;o rT7 < (/) 0 z 0 rT7 (/) 0 ;;o -0 -{ 0 z 0 :t ~ SJ ;;i f'7 X 7J tj J> --< f'7 J> (/) IJj C f--1 r ---j -----, 11+75.68, 5.00' RT. ROCA WAY (PRIVATE) 14+02.87, 7.00' LT. SALINA ROAD (PRIVATE), 6" TEE WITH THRUST BLOCK, 3 6" G. V. '.s; ,-/ I (:---__ FLG x PJ VALVES, 1-M.A.R. (N), 2-B.0. (S, W) ---IJ-,1 --'1:'-1:'-+~7'--'7.-':c6:'='B,'-cc3":. oc:'::o"' :'-R'c;T.c.....,,R~o:'-cA;--;-;-'l½":c~,.,,Ycc(,;;-P---,R"'1~°"~;c;;, 1,7;;,,,---~I 14+04.87, 5.00' LT. SALINA ROAD (PRIVATE), _\ --===== l_ ,_\'------J! 8" TEE WITH 3-8" G. V. '.s; FLG. x PJ VALVES 11+90.-18, 10.33' LT. ROCA WAY (PRIVATE) -14+ 18.20, 7.50' RT. SALINA ROAD (PRIVATE), I[ INT. S.M.H. NO. 4 11+82.68 ROCA WAY (PRIVATE) - 14+07.87 SALINA ROAD (PRIVATE) 10+05.02, 5.00' RT. CRECIDA WAY (PRIVATE} = 76+26.97, 5.00' RT. TELAGA ROAD (PRIVATE), I 8" TEE WITH THRUST BLOCK, 3-8" G. V. 'S, FLG. x PJ VALVES 10+07.05, 7.00' RT. CRECIDA WAY (PRIVATE} = I[ INT. 16+24.93, 7.00 RT. TELAG4 ROAD _(PRIVATE), 10+00.00 CRECIDA WAY (PRIVATE) = 6" TEE WITH THRUST BLOCK, 3-6" G.V. '.s;,. -" / j 16+32.02 TELAG4 ROAD (PRIVATE) FLG x PJ VALVES, 2-M.A.R (N, E), 1-B.O. (S.~ f _ / I I -I I TEL404 1,.._ i:::::;i~. 1£r-:::_\~o,.,b .J ....:........~ --::: ~-~~~-f~/i'/y..-,-;'? L ~ ~--,,.,, ~ ~ ..______ -::::,-...: -~ J~ -----:::: 10+20.~ ~-..:__---"-.. 2" W.S. ""' ~ C..) ~ -10+22.00, I[ <l" PT. -:1~ Y\;:'t< ·' sJ:: 10+22.00. 7.05' RT. / c.., ,' I ~~I 10+24.60 5· BEND 6" P.V.C. WATER C:::-/ IV I 2" w.s. '~/1;'1,+-,'-+-,-H r-.... _,.. ---:J 1q+22.oo. p-oo' RT. ::~-,__:_ / , ,,..__~,, r:::;,, 5 BEND 8 P.V.C. FIRE ', I I '/ ,'Y 10+26.60 10+22.00 -• I'--..... "-'-~===-1., 0 I ,-b ""-10+33.60, 4.00' LT. ®:~\~ ~ i I I :IC'J:j\ S.M.H. NO. 78 l I ( I J ;- f- l I ( f- J -1I \ 1"" "'1 ~ LB ::t " 1""i"11c:!=-t--~1i1 +±;8g'9~._o_6±_4 ~l.k ;1 I I/ -~w.s. ~ -V , 11+76.31 , 7 ;>,; H--t-+-+-+-++++-+-+-H .,., :-, (:,,_)1,1r,r-.......,1---"-i:-,-, I~ r ,:; ~ I 1 ~l""'-...1:H-j----'-~'--"1+c,e9-"--'1.-"'-64"'-\v; "' z 0 =a ~ ~ 0 D :! ~ )> :g f-f--1-+-+-+-+-i--J--+--+--+--t--1 ;u z 0 cl ;; )> r r _c[::i-'t:='::::n:,l1-;..+, 2~1'.J--· +-+:I I . Yc:'\ --, -i2' 12' I-~ c:; ® ~ii (SJ-t-t.-,~!--i--,, .J J I -:,,@ I 7+67.04, 5.00' RT., 8.25" BEND, I 1--!-H:H-\Q '.:; H.D.C. 6" P. V.C. WATER :·, (vi't I I '· ,,, ~ f-- 12+63.41, if -ii' PT. 12+63.77. 5.00' RT. --1. j_y:;/,~-;-a' cci=::::J,,,~1_=-=-=-=-=-=-=-:::~--- 8.25. BEND 8" P.V.C. FIRE / I . '.~ - .r. _, fl -~. \ --- .:,14; ' ~ ~-L:::d. ~ibmtJJi.. 11!/i-P-!. --.:: S££;;rt_ f . . ., " -?J.l!!i~i~Q I _/..,'f'i ,/ - 72+78.47, 7.00' RT. CRECIDA WAY (PRIVATE----11 .I _r,,~ \L"I]l/Sf::.._,__-...J. 7t~5f+~62~.jo~3;, j7.1.o~ot'~LtT.~. ~SA~L~IN,~~rR~OA~D~(,~P~RB.1/~1~tTE~;!\, ~'1S=~~C'S~~~:/,,/~;1~o;i;; 6" TEE WITH THRUST BLOCK, 3 6" G . .V. '.s; ~ -- FLG x PJ VALVES, l-M.A.R. (N), 2 -:!!!· f(f W)! -L;\' 72+92.91, 8.31' LT. CRECIDA WAY (PRIVATE}= 72+80.41, 5.00" RT. CRECIOA WAY (PRIVATE) -15+77.34, 7.50' RT. SALINA ROAD (PRIVATE), 15+64.03, 5.00' LT. SALINA ROAD (PRIVATE), S.M.H. NO. 3 8" TEE WITH THRUST BLOCK, 3-8" G. V. '.s; q;_ INT. FLG. x PJ VALVES, !2+85.41 CRECIDA WAY (PRIVATE) = 15+69.03 SALINA ROAD (PRIVATE) -1-+-' -+-+---'~il-t--t---t--t--,•-t-,-t--,-,1,,-,-,l-,-,,,--1-;!+63c'f{,t-5c00,RT.,-G.-8.c+~--l-l-t---t--+-~-t--+-+~-■ i I ! I ' ' : I ' ' --,-, -,i-11-J--+I -/-!,---6':. -PI.-V.Cj-W,I ~TER,"--1-75.351 --r:.P. ---t-t--~t----t--t---t-7- 1 l , ! ! I __';2±63.[4,J,L.G.13. i . , ' -+---+--,I-+--+, --t~---::~r----t::1~~, -,,--,,-,-n,-f-,111,--r:;--..J 119,75] I I : ' i_-ct='cc-c~,!,-+-' -+---<-t--7- i. '1 ' .ti·'.;-. 1 . -1i , 12.).73_141,! 17.00, RT. CRECIDA WAY 'PRIVA'TEJ7 = -t--t--' r' -+--+-~·~1 1 : -tc -'15+62.j03,, 17.po'-LT. SAUl'(A R0-4D (PRIVATE),T · · i I ' -. -I/ i/ifj" 'rec-, 'iJl".',n _5 I•·. T ·P, ti 1. '.· i I I I --+±:~'. . .,,;~·,R,~'&~c;....Qi?,=:@''tJ~:£:~£"ij!,tP;{/~~~~·=":el~~~ec!.sR,;jT::J=;t--j--11+ I I !J..L.._Jl ;·;, -;..,-' 112.95 BT/y/. PIP i~=+•1~~=-::r,~;~_ ~"c.\-1=··-¥12~-f±~a'.f,/o.~1.)~-~~1~s.~ti~o~·:1.Ri-~}Rfi''°'~c'!!:10.~~~_/tf§~iy~_{,,1gP~'k¥,.1~J~r1o.¥. Ft-1 -+-+-ti _1 _ ' I ! l I --'.·· ~. 64.:~31 5. '.10 •. L ~ C>.f<LINA _f0-4D (PRfVATE), I U\10~1.E. \ I i I : ' '-i=r~8 TEtf :!'J'. ~1y.-,i I.! 1· ; +---+i-c--.,..', -+- i,. ! I ' 1 o::::» ,I[ INT., G.,B. , , 1 -~-+-~-+--+--1-1-10.90-1.E. -/'-' · · 1 ·· -,i -1-:12'1--B5c4·1rCffECIDArWAY-(PR1VA·TE)-=-+-+,--+-+-+--+--1- •;:""'-'1 -+--+i---J-'--+-+--+--+'-r--\-1 -+~l--j!-t--j--~-j---r,\--+l1"15+69c03" SAlc/NA-RQA!J--(PRIVATEc},-'.-1-19c47-·--t-,--t---i--..,... _---~.,..· -+--t!-t-.... 1--t-t--+--+i-t--,! -+-t---+--+--t----c-i -··-··-1-\,1-l-' -+-+' -\-+-+--+--+--+-1-+-~-+--+i-f-: --1----+~r--+--+-■ i I · _ !I i, '1 ! i .. . _ ..... ._,_..\+' --1-t--+--+--+-+-+--t-:~+--'--t--+--t-t--'--t--1--+--+-+-+-+ !: --+-t--+--t--.,.~""'."--t-,, 7 , --j-t--i--+i-t--i--;...~ I I ~ i I I I -i ' ' -12+92.97, 8.31' LT. CRECI~ WAY1 (PRIVATE) _' ' 15+77.34, 7.50' RT. SALINA ROAD (PRIVATE), S.M.H. NO. 3, I 79. 19 RIM ' ' <5~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~--------------------------------------- ----iml'SIH.ltwJ.NIIW:IO~IIOIJ.lsa.d---, __ -----------i!H!l1illiJ.li9iNIIU~03003NOUISlld-------------aNllSIIUNll.LNll;lol:IQ381,13tl_gl,Uw,i-. _ -~ ___ -~ __ ESS:oi ·b3BV'llll\l .l.l:l\7<:1 A8 t130l:IG3l:I ES!s,9 Q38VllnN .l.l:::i'tfd AJ3 l:J301:i03l:J ESSiS C38VllnN J.l;l\;rd A8 l::i30!o031:l 'vlDS3NNll,\I '3d□H M3N • Sl.:lnOOl:::ld O:J.:iVS \1'10S3NNII/IJ '3dOH M3N • S.L:JnO□l:Jd (J;J:J'vS \1'1-0S3NNJl/\l '3d□H M3N " Sl:Jn□□l::ld O:J.:il;'IS 3~-L6t £>MO !:::!381/\lnN 8NIM'l:ft!O tl381AlnN 8NIM'l:tt!O !:::!381/\lnN 8NIM'l:ft!O si::;gg l::13SV\!nN lli\1d ),.8 ld.301;1031:l V'10S3NNJl/\l '3dOH M3N • SJ..:Jn□Ol:;Jd O:J::l'il'S !:::!381/\lnN 8NIM'l:ft!O ~ z (/) 7J l'l n --, D "' t:l l> --, l'l "' l'l < ~ l'l ~ l'l t:l ttJ -< 00 ..... ..... gi 7J f'7 t:l l> --, l'l ]> (/) tJj C I-< i ----, ),. IDIDWW1J m ~ rnrnrum, -:\.I qJffi:J[lp ~ 1~ ~~~~~ :::ti • Q9cg 5:-z ::JS:'. m _,,_ -· ~ °'I rn ~ Q ~ GJ m 2' -..,J ...,. 0 C!j 71 rng_m ~ ru m. 2 , m~!el C7 ;u r c, C7 0 -,;;o --, ;u 00 z .,, •. ;u ~ :;o [Tl < (/) 0 z 0 [Tl (/) 0 :;o -0 -i 0 z ~ ~ s;J ;;cl W;:;:Z mm z GJ INC. 10+06.96 7.00' RT. VESTRA WAY (PRIVATE) I 7+85.31, 7.00 RT. TELAGA ROAD (PRIVATE), 8" TEE WITH THRUST BLOCK, 3-8" G. V. 'S, FLG. x PJ VALVES q;_ INT. µ / l_U 10+00.00 VESTRA WAY (PRIVATE) -\_ , / 17+92.23 TELAGA ROAD (PRIVATE) -:J~~-:;p'----J1~~~c7-,~1~=iTij~~=~ 10+04.98, 5.00' RT. VESTRA WAY (PRIVATE) \_ / 17+87.28, 5.00' RT. TELAG4 ROAD (PRIVATE), , I 6" TEE WITH THRUST BLOCK, 3 6" G. V. '.s, -FLG x PJ VALVES, 2-M.A.R. (N, E), 1-B.O. (S) ~LAGA. ::-ROAD 78 __ .... ..__ __ $££'"' --: , __ 'fJf/VAT{") 10+22.00, 5.00' RT. . ---,1,~--;..---sHEt;r___ 14 5· BEND 8 P. V. C. F!Rt:. ' ~K -J=-" 10+21.72 \'1.,1· 2" W. 5.------..._ '-..._ ✓Y " V 10+22.00, 7.01' RT. . . '-..._ l'r/¾1,_ 10+22.00, I/;_ -0-PT. 5· BEND 6" P. v.c. WATER (§5; 77.:,L 1/ I__,,,.,..-,--10+26.56 ::;;: 11 .1·'~ II 2"W.S. {( \I ' --(S\10+23. 11 / ~ V II ..__I'?---~ """ I ' ~ ::;;:) 10+28.56 ;(, (Sl-t++I; 1-1-.:........,--1 c, I @ .. •(, ~....... I 1--~'Hl'-K .,, I ('-, "-.; 10+35:56, 4.00' LT. S.M.H. NO. 17 J_ I @,:. I -------<' ::., . I . ,Q "'CJ I -- I . ,Q "'CJ I -:;; @ I 12+62.55, 7.00' RT., 8.25· BEND, "' :1 r '1 n C\ :E' ,, 'l 1---'-'~' ·+' k~ ,_, H.D.C. 6 P.V.C. WATER tG ii 1 --lu 12+62.70, 5.00' RT. 'J'--ti=l'rl-=2--'-+-=6-='3.c..c.0-=6"-'--'(=-'~'-'-P-'-'T. 8.25' BEND 8 P. V.C. FIRE \ \._ " I r r i , \ -----~ ~ . " -~ --~ . > 'J:1 . '--X _I " <..,~-~,--, -- s,-'..;::: ~~:::---o-~ \ ' 12+78.06, 7.00' RT. VESTRA WAY (PRIVATE) ~i,,h :0,~ -_ _/ 17+25.21, 7.00' LT. SALINA ROAD (PRIVATE), £F~ ~ _ ~ -,,~-9°~'¥'-.,,,~-""': 6" TEE WITH THRUST BLOCK, 3-6" G. V. '.s, ;SH£r7 ~ --. -~ FLG x PJ VALVES, 1-M.A.R. (N), 2-B.0. (S, It) __ 1 .:, , /{;r - .,._-:]'71~;f=~~·'-l:::::--::E.--J::-.;-. __ _ 12+80.06, 5.00' RT. VESTRA WAY fPRIVATEl 1 ;:_+27.21, 5.00' LT. SALINA ROAD (PRIVATE), 8 TEE WITH THRUST BLOCK, 3-8" G. V. 's, FLG. x PJ VALVES 12+92.56, 8.31' LT. VESTRA WAY (PRIVATE) - 17+40.52, 7.50' RT SALINA ROAD (PRIVATE), S.M.H, NO. 2 q;_ INT. 12+85.06 VESTRA WAY (PRIVATE) = 17+32.21 SALINA ROAD (PRIVATE) 'o -+-+-+-+-+-+--+--+--+-+--1--l---l 7' ,, z 0 :a ~ ~ Q ~ :;/ ;;cl )> ::g t---+--+-+-+-+-+--+---+--+--l--1---l ,, z i ~ r r --~1 ----t----:-t-t---++' --l-' --+-1-t-' -i----J-t-',--f'-t-'+---t'-f--+--+--+'-+--'+---l'-+-+' --+-+-' -+' --+'--!'-+-+'--+-+-'-+'-I -1--+--+l-;:S-+--+-+-' -+II -C'-'--··+1--'-i--+~--+--+-i--'1 -~-+-,, -+--+-~--~-+--;-I _ _._ II --+-l--+---tl-e-+-I, --+--+-+-i -+i--1. " I I I i ~ , ' '" , f ' 1' , 1' --·----•(:) (:) ~ -1--1---1--+-+-+1 -_c::)--1---1-I ---+---+--+-.f---f.--f.---1---1-1--1--L-l. -! · i 1 : ~ --i +...j---1---+-· -+--j---1---+--+-+-+-I+-+' --+!--+--+---t---+---+--+' --+---,'-+---+--+---+--+--+--+--+--+--l--+--+--+--+--+--l--+--+' ---1 I I --------11--f--l -+-+-+-+--+--+--+--+-t---+--+-t--+--t--+--t--t--t--ri--+-l---,::1F.1),,olj.f~/;~;.~0~0Lc,JV,~li?-$'!.1TR,~:,lf=1tWA~X~,-f, (/P"Jt1,,t'ci'{l1/l,:;~1c7,TE~-;;:";-'--+:--+--·--t-+-+---+'-1-f--.L...+--+--++-+-I --l--+---+-1-+-i -I--'--+--+·----__ j_ 117+92.23, TELAGA ROAD (?R(VATE), 1 I i, I ,1 • i I , , 71719.L91 , i I , I ·r ·i, , _ ..... +--+---+--+-,---+' -f--' -+--+--+-+--+----+---+--+--+l_;.......+---+'-1--+---+' --f.j',. I i I ' I I I i I I i c::) : I 1 , 1 I I j : ~~04.9e, 5.0d~JnT. VE~TRA, WAY v'Plil/VATE) i -j I I ' ]' 1 y-o'7.2~~-011_ 7,jT. 7i_ lz~1 z;;;i RiDAV1 (f Rll7,:4Tt)), · --+--+--l----1-, \ ----l-§ "f-T& -lJ-7Ji--T.--,F.---!---,.. 1 j I I _ -+-+--+--1---+--'-,_ -1-1--+--+---'--+'1 --+--+-+-,, --+--f.,,_-+-1, ! l1d+o6:96' ?.loo~ RT. VESTRA WAY 'PRIVATE! -; 1 1 , , 1 1 , ·· :11185,_ 31,1 7.]oo i R,:: TELA GA RoAv ,PR,11/1/,4-TEJ, -+--+--+--\---l-+--,1 ..;.,1-l-1--l---J-, --+--.L..+-' --+--i-+-+---'---l+-+--+,-1--'~-TEE,-1,-15,i76TTcP. , I I --• -1---+--+---+--+-+--+-,--+---+--+-+) --+_I_ I i ! I i '"11 1-1d+2'2.oo,.G.B. : -+---+--+-+---,-I ·, ' I i 11!96, I.E. I I I -, ' -+--+---+ --l--+---1---1---t.....J-+-' -t-l-1-.L..::;:::::::;=:":;::==t°'-''-LL1LJL.....l........:'_L, __ il 119.5'7 1 I , ; , ! ! I I i l l i \ I --+--+-+--+-+---+---J---1... -+--+-+-' --1-' _ . , , 10t35.56J 4:.D_OJ LT-. ·+---+---•'-+---i---+--+---+-+--+--+---+--+--+-1'---': 1 j 1.76 kE. £ ' : ' L_j_J_J __ is:,W(i. N~. 1[7, 119.38 RfM • J 1 1 1 _j_ 7,'---1---+--+__,.,t.......; 1_;...._ 1.,..,I ~q"_ 35.56) 5,oo' Rr., c.s,_ , -i'-t-t---+-i---+-1--+-+...;.....i -+--+-'-+'--l--+1--+, -l-+---l---i---i-1-l~---l--I : ',P,ViC. ;Flf\'£, i11f 0 f T.f' .. , I -+--+---+--+---+-~I-+-' --+--+--l-l-1' -+-1-I_ . _j_ ---~ Tf I : J--+--i--l--+-+-!_ -~---" .1.----l--l-----,---j-t-+----+1-+-:1 -+-t-l-1 -+-+r-1f-+-+---'--l-+----++=.-:.:~:~.1~-=-~:-=--1+-:,,-:_~~,~-+__J-~1 1, __ l, 1' 1' --_-_l~: _·;:~-:~:-:-'-1-:_-++-1 ::::::..,.f--1: :::..::~:::,:__+--i-1.l...,-l-'--l,-----'1'---l---,_, .i---jC--1. --·; -___ 11.;.._J__ I I ' -+-+--+--+-+--+--+---+-+' -l~f-+-+-+-+l---t--+-L-J-1--1-i-1 -l-1-,J-.j-t+-' --+--+-l~f-+-J___-+1 ---+-J-L-+--1---l-+I ___ I_ ' : ' I i I I ' I/ i i Ii i ,I I -~+-+--1---l---l----1----"-----+--+--+-,'--+-+--I_----l-~-0----t--+-+--1----1-'-, -+--l-+---+--+--+-f---1--t--+--+--"· I I 11 I : 'I ; 11 ---i ! I '1, I i I, i I ! ' :ti-+-t---t--+--+--+-+~l--'-1 -+--l-'1--l---l--....j----11-1--l-+--i--l---+-'I, j_+---t---+--+--+--+-C......-l----i----t--1----l---'-l-l -...I '-" ' i 1 111+'60.oo , , --i-+-+--1---'-----'-• I i J ' i-' """I ' -1,·· -'----·· 1-i ·1' . (l,..JN[., ,G.B, , i I I / , 12+85. 06 VESTR,,1 WAY ''PRIVATE, 1 = ! \ t.._ ---L-______ !__ ! i i itY+"f2:21 SAl1NA; ROAD rPRIVA1£,717.f2 1 i ., ~ i r-· i ~ 1 i ,-k i I / , / ! I --l-----1-----+--'...., ~ , ---Iii,) __ _ ' I::) 1 ~+---+--"i. _$) ! I c::)-+--+i-e--+-i --+--+-+--+---+---+--+--+l_,l-, -+--+-■ 12+92.56, 8.31' LT. VESTRA WAY (PRIVATE) - 17+40.52, S.M.H. NO. 7.50' RT. SALINA ROAD (PRIVATE), 2, 117.07 RIM -c,...,_ _____________________________________ _. ---SNl1SOU.ltCUHl!ddC3Sll~NDWS0,1-- £:ShS ::!3Gl\:rlN ,lli\;J A.a 'Ui:,C::.:lG;::e:, \1JDS3NNJII\I '-·-' '1\3 ~ SI n□rn:ld 0:JNS 3~·L6P OMO 1::1381AlnN 8NIM'11::10 -----------3NL1'SIH.i.N0lllll!.l:I03l303tlllU.ISOd--- i:;Si:,,3 o.::it;jv~1-11\J .ii:,Vd A8 b3\Jtl03t! \110S3NNIIAI '3d□H M3N • SJ..:Jn□□l:id O:J::i'J'S 1::1381AlnN 8NIM'11::10 -------31tnSJlUNOJ.MUd:ll,l39Q3NOIJJSOcl-- E:SSS b38V\lnN ll::!'vd AB -!::!30l:J031:1 '\7.LOS3NNUIIJ 03d□H M3N • S.J.:JnOOt:Jd O:J.:l\1S 1::138IAION 8NIM'11::10 ---' -•nm &HJ.ftij J.NIUd ~o 3ll03 fd,!JJ.!SJJ.!- E:SSS tf38V\lnN ll:Jl7d AS tf301:1031:1 11l0S3NNILAJ '3d□H M3N • SJ..:Jn□Ot:Jd 0:J:ll;IS 1::138IAION 8NIMu'l::IO SEWER LA TEHAL TABLE Unit STREET STA INVERT DROP TO MAIN AT ELEV AT "WYE" 1 SIMBAWAY 10+16.00 109.05 1.20 2 SIMBA WAY 10+37.77 108.83 1.20 3 SIMBAWAY 10+65.02 108.56 1.20 4 SIMBAWAY 10+97.77 108.23 1.00 5 SIMBA WAY 11+25.02 107.96 1.00 6 SIMBA WAY 11+45.69 107.75 1.20 7 SIMBA WAY 10+13.00 109.08 1.20 8 SIMBA WAY 10+33.67 108.87 1.20 9 SIMBA WAY 10+60.92 108.60 1.20 10 SIMBA WAY 10+93.08 108.28 1.20 11 SIMBAWAY 11+20.33 108.01 1.20 12 SIMBA WAY 11+41.00 107.80 1.20 13 TONOI WAY 14+32.72 107.23 1.20 14 TONDI WAY 14+11.81 107.02 1.20 15 TONDI WAY 13+63.72 106.54 1.20 16 TONDI WAY 13+42.81 106.33 1.20 17 SALINA RD 18+76.60 106.63 1.20 18 SALINA RD 18+57.21 106.94 1.20 19 SALINA RD 18+09.34 107.69 1.20 20 SALINA RD 17+88.43 108.02 1.20 21 SALINA RD 17+35.52 108.99 1.20 22 SALINA RD 17+17.98 109.20 1.20 23 SALINA RD 16+67.50 109.82 1.20 24 SALINA RO 16+46.58 110.08 1.20 25 SALINA RD 15+98.50 110.67 1.20 26 SAUNA RD 15+82.34 110.86 1.20 27 SALINA RD 15+29.50 111.79 1.20 28 SALINA RD 15+08.58 112.11 1.20 29 SALINA RD 14+60.50 112.84 1.20 30 SALINA RD 14+39.58 113.16 1.20 31 SALINA RD 13+91.50 114.06 1.20 32 SALINA RD 13+70.58 114.41 1.20 33 SAUNA RD 13+17.17 115.31 1.20 34 SALINA RD 12+96.25 115.66 1.20 35 SALINA RD 12+44.64 116.52 1.20 36 SALINA RD 12+22.17 117.02 1.20 37 SALINA RD 11+78.58 117.68 1.20 38 SALINA RD 11+59.79 117.97 1.20 39 SALINA RD 11+17.74 118.61 1.20 40 SALINA RD 10+98.95 118.90 1.20 41 SALINA RD 10+57.73 119.52 1.20 42 SALINA RD 10+43.75 119.74 1.20 43 TELAGA WAY 10+13.00 120.75 1.20 44 TELAGA WAY 10+40.25 120.47 1.20 45 TELAGA WAY 10+60.92 120.27 1.20 46 TELAGA WAY 11+02.25 119.86 1.20 47 TELAGA WAY 11+23.17 119.65 1.20 48 TELAGA WAY 11+97.85 118.90 1.20 49 TELAGA WAY 12+18.77 118.53 1.20 50 TELAGA WAY 12+66.85 118.01 1.20 51 TELAGA WAY 12+88.50 117.78 1.20 52 TELAGA WAY 13+32.95 117.30 1.20 53 TELAGA WAY 13+53.04 117.08 1.20 54 TELAGA WAY 14+74.40 115.62 1.20 55 TELAGA WAY 14+94.26 115.36 1.20 56 TELAGA WAY 15+20.45 115.01 1.20 57 TELAGA WAY 15+50.94 114.61 1.20 58 TELAGA WAY 15+77.13 114.26 1.20 59 TELAGA WAY 15+96.99 114.00 1.20 60 TELAGA WAY 16+26.75 113.60 1.20 61 TELAGA WAY 16+46.88 113.34 1.20 62 TELAGA WAY 16+75.44 112.96 1.20 63 TELAGA WAY 17+14.72 112.22 1.20 64 TELAGA WAY 17+41.97 111.72 1.20 65 TELAGA WAY 17+62.63 111.35 1.20 66 TELAGA WAY 17+96.50 110.72 1.20 67 TELAGA WAY 18+18.05 110.33 1.20 68 TELAGA WAY 18+46.05 109.82 1.20 69 TELAGA WAY 18+75.03 109.29 1.20 70 TELAGA WAY 19+05.19 109.46 1.20 71 TELAGA WAY 19+24.84 109.66 1.20 72 TELAGA WAY 19+49.83 109.91 1.20 73 TELAGA WAY 19+66.75 110.08 1.20 74 TELAGA WAY 19+85.99 110.27 1.20 75 NALA WAY 10+16.00 109.04 1.20 76 NALA WAY 10+36.67 108.81 1.20 77 NALA WAY 10+63.92 108.50 1.20 78 NALA WAY 10+98.58 108.10 1.20 79 NALAWAY 11+25.83 107.79 1.20 80 NALA WAY 11+46.50 107.56 1.20 81 NALA WAY 10+13.00 109.08 1.20 82 NALA WAY 10+33.67 108.84 1.20 83 NALA WAY 10+60.92 108.53 1.20 84 NALA WAY 10+95.58 108.14 1.20 85 NALA WAY 11+22.83 107.83 1.20 86 NALA WAY 11+43.50 107.59 1.20 87 TONDI WAY 12+44.95 106.47 1.20 88 TONDI WAY 12+17.70 106.69 1.20 89 TONDI WAY 11+97.03 106.86 1.20 90 VESTRA WAY 12+50.01 109.40 1.20 91 VE5TRA WAY 12+29.34 109.63 1.20 92 VESTRA WAY 12+02.09 109.93 1.20 11 AS BUIL T 11 P.E. ___ _ EXP. ___ _ DATE REVIEw'ED BY, INSPECTOR DATE L' 18.00 18.00 18.00 18.00 18.00 18.00 6.00 6.00 6.00 6.00 6.00 6.00 21.00 21.00 21.00 21.00 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.SO 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.62 6.50 6.50 6.50 18.00 18.00 18.00 18.00 18.00 18.00 6.00 6.00 6.00 6.00 6.00 6.00 21.00 21.00 21.00 10.00 10.00 10.00 LATERAL LENGTH 16.80 16.80 16.80 17.00 17.00 16.80 4.80 4.80 4.80 4.80 4.80 4.80 19.80 19.80 19.80 19.80 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.42 5.30 5.30 5.30 16.80 16.80 16.80 16.80 16.80 16.80 4.80 4.80 4.80 4.80 4.80 4.80 19.80 19.80 19.80 8.80 8.80 8.80 INVERT ELEV AT SLOPE FS ELE@ DEPTH FIRE STA FIRE TP SWR LAT T.P.@ SWR LAT FIRE SEWER BACK STUB BELOW FS@ m> SWR FIRE CLEARANCE FLOW REQ'D 111.34 6.49% 11.6.84 S.50 Yes 111.19 6.90% 116.69 5.50 Yes 111.00 7.38% 116.50 5.50 Yes 109.57 2.00% 116.27 6.70 10+97 .77 111.63 109.76 1.12 Yes 109.30 2.00% 116.08 6.78 11+25.02 111.43 109.49 1.19 Yes 109.29 2.00% 115.93 6.64 11 +45.69 111.29 109.48 1.06 Yes 111.36 22.50% 116.86 5.50 Yes 111.22 23.96% 116.72 5.50 Yes 111.03 25.63% 116.53 S.50 Yes 110.80 27.50% 116.30 5.50 Yes 110.61 29.17% 116.11 5.50 Yes 110.47 30.63% llS.97 5.50 Yes 109.93 7.58% 115.43 s.so Yes 109.72 7.58% 115.22 5.50 Yes 109.24 7.58% 114.74 5.50 Yes 109.03 7.58% 114.53 5.SD Yes 110.19 28.42% 115.69 5.50 Yes 110.42 27.50% 115.92 5.50 Yes 111.00 25.37% 116.SO 5.50 Yes 111.25 24.40% 116.75 5.50 Yes 111.88 20.42% 117.38 5.50 Yes 112.09 20.36% 117.59 5.50 Yes 112.70 20.25% 118.20 5.50 Yes 112.95 20.17% 118.45 5.50 Yes 113.59 20.78% 119.09 5.50 Yes 113.86 21.65% 119.36 5.50 Yes 114.71 20.67% 120.21 5.50 Yes 115.05 20.95% 120.55 5.50 Yes 115.84 21.69% 121.34 5.50 Yes 116.18 21.97% 121.68 5.50 Yes 116.96 20.44% 122.46 5.50 Yes 117.30 20.31% 122.80 5.50 Yes 118.16 19.90% 123.66 5.50 Yes 19.78% 124.00 5.50 Yes 119.34 19.49% 124.84 S.50 Yes 119.71 18.00% 125.21 5.50 Yes 120.41 18.42% 125.91 5.50 Yes 120.72 18.70% 126.22 S.50 Yes 121.40 19.17% 126.90 5.50 Yes 121.71 19.45% 127.21 5.50 Yes 122.38 19.95% 127.88 5.50 Yes 122.53 19.19% 128.03 5.50 Yes 123.48 18.48% 128.98 5.50 Yes 123.21 18.50% 128.71 5.50 Yes 123.00 18.46% 128.50 5.50 Yes 122.59 18.49% 128.09 5.50 Yes 122.38 18.47% 127.88 5.50 Yes 121.63 18.41% 127.13 5.SO Yes 121.42 20.41% 126.92 5.50 Yes 120.94 20.85% 126.44 5.50 Yes 120.73 21.12% 126.23 5.50 Yes 120.28 21.45% 125.78 5.50 Yes 120.08 21.64% 125.58 5.50 Yes 118.63 21.80% 124.13 5.50 Yes 118.33 21.36% 123.83 5.50 Yes 117.94 20.84% 123.44 5.50 Yes 117.49 20.29% 122.99 5.50 Yes 117.10 19.77% 122.60 5.50 Yes 116.80 19.32% 122.30 5.50 Yes 116.36 18.77% 121.86 5.50 Yes 116.06 18.37% 121.56 5.50 Yes 115.63 17.75% 121.13 S.50 Yes 115.05 19.61% 120.55 5.50 Yes 114.64 20.68% 120.14 S.50 Yes 114.34 21.63% 119.84 5.50 Yes 113.83 22.96% 119.33 5.50 Yes 113.51 23.86% 119.01 5.50 Yes 113.09 24.98% 118.59 5.50 Yes 112.67 26.31% 118.17 5.50 Yes 112.37 20.58% 117 .87 5.50 Yes 112.27 16.77% 117.77 5.50 Yes 112.15 19.66% 117.65 5.50 Yes 112.07 14.96% 117.57 S.50 Yes 111.72 4.72% 117.22 5.50 Yes 110.58 2.00% 117.15 6.57 10+16.00 112.51 110.77 0.99 Yes 110.34 2.00% 117 .00 6.66 10+36.67 112.36 110.54 1.07 Yes 110.03 2.00% 116.81 6.78 10+63.92 112.17 110.23 1.19 Yes 109.64 2.00% 116.57 6.93 10+98.58 111.93 109.83 1.35 Yes 109.33 2.00% 116.38 7.05 11+25.83 111.74 109.52 1.47 Yes 109.09 2.00% 116.23 7.14 11+46.50 111.59 109.29 1.55 Yes 111.67 29.02% 117.17 S.50 Yes 111.52 30. 79% 117 .02 5.50 Yes 111.33 33.29% 116.83 5.50 Yes 111.09 36.51% 116.59 5.50 Yes 110.90 39.01% 116.40 5.50 Yes 110.75 40.79% 116.25 5.50 Yes 109.26 8.01% 114.76 5.50 Yes 109.62 8.73% 115.12 5.50 Yes 109.80 8.80% 115.30 5.50 Yes 112.21 18.27% 117.71 5.50 Yes 112.38 17.60% 117.88 S.50 Yes 112.60 16.66% 118.10 5.50 Yes DIGAL RT ® 811 Unit STREET 93 VESTRA WAY 94 VESTRA WAY 95 VESTRA WAY 96 VESTRA WAY 97 VESTRA WAY 98 VESTRA WAY 99 VESTRA WAY 100 VESTRA WAY 101 VESTRA WAY 102 VESTRA WAY 103 VESTRA WAY 104 VESTRA WAY 105 VESTRA WAY 106 VESTRA WAY 107 VESTRA WAY 108 CRECIDA WAY 109 CRECIDA WAY 110 CRECIDA WAY 111 CRECIDA WAY 112 CRECIDA WAY 113 CRECIDA WAY 114 CRECIDA WAY 115 CRECIDA WAY 116 CRECJDA WAY 117 CRECIDA WAY 118 CRECIDA WAY 119 CRECIDA WAY 120 CRECIDA WAY 121 CRECIDA WAY 122 CRECIDA WAY 123 CRECIDAWAY 124 CREClDA WAY 125 CRECIDA WAY 126 ROCA WAY 127 ROCA WAY 128 ROCA WAY 129 ROCA WAY 130 ROCA WAY 131 ROCA WAY 132 ROCA WAY 133 ROCA WAY 134 ROCA WAY 135 ROCA WAY 136 ROCA WAY 137 ROCA WAY 138 SALINA RD 139 SAUNA RD 140 SALINA RD 141 SALINA RD 142 TELAGA WAY 143 TELAGA WAY 144 TELAGAWAY 145 TELAGA WAY 146 TELAGA WAY 147 TELAGA WAY 148 TELAGA WAY 149 TELAGA WAY 150 TELAGA WAY STA 11+70.67 11+43.42 11+22.76 10+91.59 10+64.34 10+43.67 10+40.56 10+56.23 10+83.48 11+14.65 11+35.31 11+62.56 11+97.23 12+24.48 12+45.15 12+55.26 12+34.60 12+07.35 11+75.93 11+48.68 11+28.01 10+96.85 10+69.60 10+48.93 10+38.60 10+54.27 10+81.52 11+12.68 11+33.35 11+60.60 11+95.27 12+22.52 12+43.18 11+49.44 11+28.77 11+01.52 10+66.85 10+39.60 10+18.94 10+13.00 10+33.67 10+60.92 10+95.58 11+22.83 11+43.50 13+01.25 12+78.38 12+25.91 12+02.24 11+66.00 11+79.53 12+32.95 12+48.53 13+03.59 13+19.15 14+77.36 14+97.22 15+24.50 INVERT ELEV AT 110.28 110.58 110.81 111.16 111.46 111.69 111.73 111.55 111.25 110.90 110.67 110.37 109.99 109.69 109.46 111.53 111.77 112.10 112.47 112.80 113.05 113.42 113.74 113.99 114.11 113.93 113.60 113.23 112.98 112.66 112.24 111.92 111.67 114.13 114.38 114.72 115.14 115.48 115.73 115.81 115.55 115.22 114.79 114.45 114.20 115.57 115.96 116.96 117.32 119.22 119.08 118.37 118.21 117.61 117.45 115.58 115.32 114.96 DROP TO MAIN AT "WYE" 1.20 1.20 1.20 1.20 1.20 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 L' 10.00 10.00 10.00 10.00 10.00 10.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 6.00 6.00 6.00 6.00 6.00 6.00 18.00 18.00 18.00 18.00 18.00 18.00 24.50 24.50 24.50 24.50 24.50 24.50 24.50 24.50 24.50 24.50 24.50 24.50 24.50 BB&D~ PLANNING ENGINE;;ERING SURVE;.YING 3990 Ruffin f=loocl, Suite 1 20 S<':in Diego, Co. 921 23 B5&560·1141 B5&560-B1 57 Fax h !LvV3-1-l7 MONPARKER ( DATE LATERAL LENGTH 8.80 8.80 8.80 8.80 8.80 8.80 17.00 17.00 17.00 17.00 17.00 16.80 16.80 16.80 16.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 17.00 17.00 17.00 17.00 17.00 17.00 17.00 17.00 17.00 4.80 4.80 4.80 4.80 4.80 4.80 16.80 16.80 16.80 16.80 16.80 16.80 23.30 23.30 23.30 23.30 23.30 23.30 23.30 23.30 23.30 23.30 23.30 23.30 23.30 INVERT ELEV AT 112.85 113.08 113.25 113.50 113.72 113.89 113.07 112.89 112.59 112.24 112.01 111.91 111.52 111.22 110.99 114.32 114.51 114.76 115.05 llS.30 115.49 115.77 116.02 116.21 115.45 115.27 114.94 114.57 114.32 114.00 113,58 113.26 113.01 117,00 117.17 117.39 117.66 117.88 118.05 118.25 118.09 117.87 116,33 llS.99 115.74 117.24 117.62 118.63 118.99 120.89 120.75 120.04 119.87 119.28 119.11 117.25 116.98 116.62 ~---------------------,"''--------1fl--------f1f---_.//->----- FS ELE@ DEPTH FIRE TP SWR LAT T.P. @ SWR LAT FIRE SEWER BACK SLOPE FIRE STA ARE •] STUB BELOW FS (<i) @ SWR FIRE CLEARANCE FLOW REQ'D ® ® 15.54% 118.35 5.50 14.72% 118.58 5.50 14.04% 118.75 5.50 12.95% 119.00 5.50 12.01% 119.22 5.50 11.34% 119.39 5.50 2.00% 119.72 6.65 10+40.56 115.07 2.00% 119.59 6.70 10+56.23 114.9 2.00% 119.37 6.78 10+83.48 114.67 2.00% 119.11 6.87 11+14.65 114.42 2.00% 118.94 6.93 11 +35.31 114.25 2.00% 118. 72 6.81 11 +62.56 114.02 2.00% 118.44 6.92 11+97.23 113.74 2.00% 118.22 7.00 12+24.48 113.52 2.00% 118.05 7.06 12+45.15 113.35 18.12% 119.82 5.50 17.48% 120.01 5.50 16.62% 120.26 5.50 15.65% 120.55 5.50 14.79% 120.80 5.50 14.14% 120.99 5.50 13.09% 121.27 5.50 12.23% 121.52 5.50 11.58% 121.71 5.50 2.00% 122.11 6.66 10+38.60 117.39 2.00% 121.96 6.69 10+54.27 117.27 2.00% 121.72 6.78 10+81.52 117.02 2.00% 121.43 6.86 11+12.68 116.74 2.00% 121.24 6.92 11+33.35 116.55 2.00% 120.99 6.99 11 +60.60 116.3 2.00% 120.67 7.09 11 +95.27 115.98 2.00% 120.42 7.16 12+22.52 115.73 2.00% 120.24 7.23 12+43.18 115.54 34.85% 122.50 5.50 33.10% 122.67 5.50 30.70% 122.89 5.50 27.44% 123.16 5.50 25.04% 123.38 5.50 23.28% 123.55 5.50 7.41% 123.75 5.50 7.97% 123.59 5.50 8.65% 123.37 5.50 2.00% 123.19 6.86 10+95.58 118.49 2.00% 122.97 6.98 11 +22.83 118.27 2.00% 122.81 7.07 11 +43.50 118.11 2.00% 124.12 6.88 13+01.25 119.25 2.00% 124.49 6.87 12+78.38 119.62 2.00% 125.3S 6.72 12+2S.91 120.46 2.00% 125.73 6.74 12+02.24 120.86 2.00% 127.6S 6.76 11+66.00 122.81 2.00% 127.52 6.77 11+79.53 122.68 2.00% 126.98 6.94 12+32.95 122.14 2.00% 126.83 6.96 12+48.53 121.99 2.00% 126.27 6.99 13+03.59 121.43 2.00% 126.12 7.01 13+19.15 121.28 2.00% 124.29 7.04 14+77.36 119.39 2.00% 123.99 7.01 14+97 .22 119.1 2.00% 123.58 6.96 15+24.50 118.69 Yes Yes Yes Yes Yes Yes 113.26 1.06 Yes 113.08 1.07 Yes 112.78 1.14 Yes 112.44 1.23 Yes 112.21 1.29 Yes 112.10 1.17 Yes 111.72 1.27 Yes 111.42 1.35 Yes 111.19 1.41 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 115.6S 0.99 Yes 115.46 1.06 Yes 115.13 1.14 Yes 114.76 1.23 Yes 114.51 1.29 Yes 114.19 1.36 Yes 113.77 1.46 Yes 113.45 1.53 Yes 113.20 1.59 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 116.52 1.22 Yes 116.19 1.33 Yes 115.93 1.43 Yes 117.38 1.12 Yes 117.76 1.11 Yes 118.76 0.95 Yes 119.12 0.99 Yes 121.02 1.04 Yes 120.89 1.04 Yes 120.17 1.22 Yes 120.01 1.23 Yes 119.42 1.26 Yes 119.25 1.28 Yes 117.38 1.26 Yes 117.12 1.23 Yes 116.76 1.18 Yes . ~t-----------1~ } \ Dr-+--. ®'-E A © F L/ I~~+-----< l - \ ---+-W,-~_r,_E,_R __ llJ-+------< '@ ----H+--~--- 1 +----\~--5• WATER-r+t-+-@ 1 L/ LEGEND 0 ® © ® 8' FIRE MAIN (P. V.C. C900) RESTRAIN ALL JOINTS W/1 20' OF TEE (5,5' COVER) 8" TEE (FLG) 8" GV (FLG X MJ) 8" DUCTILE IRON SPOOL (36" LENGTH) i ~-® :::~ ('--.-_-~\ -~ 6" WATt:R MAIN (P.V.C. C900) , <t> © RESTRAIN ALL JOINTS W/1 30' I~ ~EDGE OF GUTTER OF TEE (3.5' COVER) ---t-=-,-c._-=.:,,~----l=:;c::;i-~r;;,:--~------ 6" TEE (FLG) I-2' MIN. 0 0 6" GV {FLG X MJ) 6" DUCTILE IRON SPOOL {36" LENGTH) AIR RELEASE (Z) BLOW OFF I 'i. 'i. NOT£; ALL PRIVATE FIRE MAINS AND AXTURES PER SEPARATE ARE DEPT. PERMIT. * WHERE APPLICABLE, KEEP APPURTENANCES OUT OF GUTTER AND WITHIN ASPHALT PAVING. A DETAIL ~ PRIVATE WATER AND 1 PRIVATE FIR£ INTERSECTION NOT TO SCALE fSHml CITY OF CARLSBAD ~ >----t-------t-----------------t------+---+----+--------, ~ ENGINEERING DEPARTMENT ~ 1-----+---+-------------·····-----+----+---+----+----I ::::=::=:==~-::::=~=::=:~~~~==~~=======--'=====: l-----+---t-----------·------------+----+---1----+---I PRIVATE IMPROVEMENT PLANS FOR: CITY BENCHMARK: OUAHHY CHEEK PLANNING AREA R-4A (£AST} ROW 2016-00n.7 SEWER LATERAL TABLE PUD 15-13 DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-O88) PER RECORD OF SURVEY NO. 17271 LOCATION: RECORD FROM: ________________ _ ELEVATION: 317. I 76 M.S.L. DA TUM: NG. V.D. 1929 I I M ;/ J A JASON SI. G!LDERT V 7/,,,;,,, J@o/_2tJ/J t----t---+-.,.----------------t-----t---+---+-----1 ~Cl~TY~EN~G~IN:=E=;;.rl~;;=P~E:::::6"'3::::91:=2~E=:X=Pl=RE=cS~9'::'1/:=3::::o/''::1:=8==;";:='D=:ATE=::=~ /1\ DATE INITIAL DATE INITIAL OWN BY: csvo I PROJECT NO. I DRAWING NO. R EVI SI ON DESCR Ip Tl ON f-0-TH_E_R _A ... PP-RO-V-AL-+-C-ITY_A.J.PP_R_OV_A_L-1 l.c~'-'.~.!'~g"-'c:".~:c.c: ==c.J ~ __ C_T_1_5_-_0_'9_~. 49 7-1 £ DA TE INITIAL ENGINEER OF WORK APPROVE□a. 71632.10 I I Cl JJ ~ 2 G") 2 C s [lJ m JJ Cl JJ ~ 2 G") 2 C s [lJ m :a Cl JJ ~ 2 G") 2 C s [lJ m JJ \a_ I ~ -""\?~ 4 7N~ ~~' ~ ~ c/' X r---- X X \ 16 /5 ROAD -.., 34' (") ~\ ~ I~ .-~' '77 ® -~ X < \ - y _g4' 12' 1 I ;,< -~ ~ t I--.:; --X -x + + -13 • <\i 14 15 -I SALINA ----'----~ <\i -I -ROAD r r "'~.::::"' \ -+I ~---~, ~16 ~-~ '°" -, ~ ~ ~ \ \ [ 5' 17 f-- 11 I \ @; r @ ------/. r x---' \__ n· @ \ I__\' @ X 5 - -------;,< c:, -r II @ ~ I i X 18 H _________ -.@J____J-,-------c; ~:_,---i~x 1 \ {PRIVATE}1 ~ 0 0 -□ - -X X LDT 9 (DPF'1V SPACF') I) e <:) ~-1>..,pQ '"'-"> . )( ; ~ ~ X -□ q,,~ __ ---X---x_Jx--xl--x---X L___ X l_ X -~ X __ IX --X --X L X -~ X __J X -X --X Lx X ~Ix ~x ~ ~~ ~~-----------~ ~-~---== l{No -----"--~ -----------------,.' ----+---- '-.~~ -- A.D.A. PARKING SYMBOL 45 45' FACE 6" CURB PER M.U.T.C.D. AGURE JB-19 ~ ~ ">-~ ~ VAN V ACCESSIBLE PARKING I , 9 ' (TYP) I v-1 8' VAN L~ADING SPA1CE __) ~ VAN ACCESSIBLE NQ---VAN 'ARKIN ACCESSIBLE J 5' I ~--12" WHITE i--=----i LETTERING (TYP) 4" BLUE STRIPE (TYP.) BORDER AND HATCH DETAIL ~ HANDICAP PARKING. STRIPING ANO DETECTABLE WARNING SURFACE RAMP LIMITS DEPRESSED CURB NOT TO SCALE PER SDRSD M-27A DETAIL 4" WHITE STRIPE (TYP.) ~ STANDARD PARKING STALL NOT TO SCALE "AS BUIL T 11 EXP.---- REVIE\.IED BY, INSPECTOR DATE DATE PROJECT BOUNDARY {_TYP) BB&O~ PLANNING ENGINEERING 3980 Ruffin Rosel, Suite 120 San Diego, Ca. 82'1 23 858-560-114'1 858-560-8157 Fc1x SURVEYING DATE 18 --x * 17 CITY BENCHMARK: DESCRIPTION: CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-088) PER RECORD OF SURVEY NO. 17271 LDT 8 I - -40 0 40 80 120 fsHEETl CITY OF CARLSBAD e----l---l----------------~--1----1-------l-----l l_Ej ENGINEERING DEPARTMENT f----j----j----------------1-----l---+-----+---l fsRIITsl LEJ PRIVATE IMPROVEMENT PLANS FOR: QUARRY CREEK PLANNING AREA R-4A {EAST} ROW 2076-00 STRIPING PLAN PUD 15-13 LOCATION: f------t--+-----------------1---+--+---+-----l APPROVED: z JASON st. ;ALDw f---+----+---------------+------1-----1--f----1 __ ___J~~~~'1,__ ____ 3tZD Z<> ________________ e----l--+-~--------------1~--1---~-----l-----1 CITY ENGINEl".R PE 63912 EXPIRES 9 30 18 11A DA TE INlllAL RECORD FROM:~--------------, __ __, __ -' DWN BY: SB&O PROJECT NO. I DRAWING NO. ~~~g ~~ <.fL. CT 15-09 _ 497-1E REVISION DESCRIPTION DATE INlllAL DATE INITIAL ELEVATION: 317.176 M.S.L DA TUM: NC. V.D. I 929 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 71632.10 0 Cl JJ ~ . z (j) z C s OJ m JJ Cl JJ i . z (j) z C s OJ m JJ