Loading...
HomeMy WebLinkAboutDWG 481-1; CT 04-14A; TRAILS END DEVELOPMENT; 01-05E □ ,,, N '° r--- GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PUNS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS 9-/0WN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COD£, RESOLUTIOU OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCU!,£NTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENG/MEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORM\NCE /S DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT R[LIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CON,TRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGNEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE C/Y ENGINEER WILL BE REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDlnONAL INSURED ON THE PERMTTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURR[NCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST /'AVE A RATING OF A AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED B1 'BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ,LL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PROR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WIJi/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND ~TL£ SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE RIV/SEO TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO F//IAL ACCEPTANCE OF TH£ WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CJNSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EMEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PIVFESS/ONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUS/NE:,S IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHAU BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCQNSTRIICDON MFFDNG SHA/ I a· HF/ D AT THF S11F PRIOR TO THE BEGINNING OF WORK ANO SHALL Bl ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTR4CTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J6J4 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST B£ RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BF[OR[ TH[ INSPfCDQN JS N[£l)f{) INSPECTIONS WIU BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WIU BE SCHEDULED FOR TWO FYLL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAIN14/N ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPCNSIBL[ FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA T/ONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TH£ HAiARD OF CAVING GROUND DURING TH£ EXCAVA T/ON OF SUCH TRENCH OR TRE/'CHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARiO FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH! CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VAT/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSIARIISHfQ BY TH[ COUSTRI/GDQN SAFfIY ORDERS DD f 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUB~ITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE OUR/NG CONSTRUCT/ON, QP[RAIIONS WIii CfASf /MMfD/Aill Y AND TH£ PERM/TT££ WILL NOTIFY THE CITY ENC/NEER. OPERA /IONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECF/VED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON THE S/E OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DiPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERA /IONS SHALL BE CONDUCTED ON VfEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERlnG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHAU BE SJBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FUU WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPO!S/BLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR APJACENT STREETS AS A RESULT OF THE GRADING OPERA /ION. 19. NO BLASTING SHALL BE COMMENCED W.THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCA /ION OF UTLITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTANEO BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION /S CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES Nor SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT HE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCIJRES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE iOCA /ION OF AU EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) \1THIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTTAL LOCA /IONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECEO UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FUU WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK 11TH A COMPANY REPRESENTATIVE. . ·,: UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E (800)660-7343 AT&T (760)729-9215 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS AND STORM £RAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECL\/MED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA COUNTY WATER DISTRICT f 761753-0155 'VALLECITOS WATER DISTRICT 760 744-0460 'OLIVENHAIN WATER DISTRICT 760 753-6466 'BUENA SANITATION DISTRICT (76 ~726-1340 * AS APPROPRINE STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SJBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PUNS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE .,HOWN ON THE "AS-BU/Li PL.ANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE AUOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF SJREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENiS OF TITLE 24, CALIFORNIA AOMIN/STRA TIVE CODE. 6. STREET TREES SHALL BE INSTAUED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS OWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SPECIAL NOTES 1. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILl2ED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIPE. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN A~CORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITIJN), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, ANO VOLUME J -STANDARD DRAWNGS AND NOTES AND THE STANDARD SPECIF/CA /IONS FOR PUBLIC WORKS CONSJRUCTION, L.A TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA /ION AND SHAU ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHAU BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING or CONSTRUCTION. (TELEPHONE NO. [760} 438-3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL Bi CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & J. ~ 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA /ION PERMIT ,'ROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA /ION AND SHAil PROVIDE PROOF OF OSHA NOTIFICA /ION AND SHALL ADHERE TO ALL PROVIS/JNS OF THE STA 1£ CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES 0~ EXISTING C.M. W.D. LINES, A PERMIT SHAU BE OBTAINED FROM THE C.M. W.O. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA /IONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HEW A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 4J8-JB91 FOR SCHEDU.ING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGIN£ERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)4J8-J891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WA iER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL Be PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER (J)NDUCTS A SOILS TEST REPORT AND OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDEP AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYP[ OF MA TERJALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHA,. 9. AU POTABLE WATER ANO RECYCLED WATER SERVICES SHILL BE 1• AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLY',fER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SE'IER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 1J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARA /ION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HE;LTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. Tl'E USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A GAS£ BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL TOPOGRAPHY METHODS FROM /NFORMA TION GATHERED IN, JUNE 2003 BY EDWARDS E BOHRER. INC .. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL NAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT JS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER 156-090-41 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N JJ" £ 117' TRAILS END ---------- -----w---- --GAS GAS-- c· J C>O<l SL oCO oCO w 0 ~ ~ WI. -:::l T ■ DWG. QUANTITY CITY STD. S-7 CITY STD. S-7 CMWD W-3A CMWD W-16 220 LF. 14 EA. 16 EA. 14 EA. 376 L.F. 4 EA. 2 EA. 2 EA. 1 EA. CITY OF OCEANSIDE 78 SDRSD El & E2 3 EA. 1.120 S.F. 730 S.F. 1,600 S.F. PACIFIC OCEAN Ro,o CITY OF ENCINITAS NOT TO SCALE CITY OF VISTA BENCH MARK PT. NO. 129 NAME: BM-OC 155 NGVD 29 ELEV=26.56 STAMPING OC 155 MONUMENT DESCRIPTION: FD. 3" SAN DIEGO COUNTY DISK IN TOP OF CONCRETE SIGNAL BASE (SIGNAL REMOVED) 500 FEET NORTH OF COAST HIGHWAY 101 INTERSECTION WITH RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN BACK OF CARLSBAD WATER FACILITY TO REACH DESCRIPTION: MONUMENT IS IN THE NORTHWEST CORNER OF THE JEFFERSON STREET BRIDGE OVER BUENA VISTA LAGOON, 0.1 Ml NORTH OF MARRON RD., 2FT WEST OF CURB AND 17FT. SOUTH OF THE NORTH END OF BRIDGE WALL. SCALE: 1" = 50' --- -0 50 100' NEW 4" AC / 6° CL. 2 PAVING NEW 5' PCC SIDEWALK NEW ASPHALT OVERLAY LANDSCAPING AGG. BASE NEW RETAINING WALL TYPE 3 NEW CONCRETE DRIVEWAY AND APRON NEW CONCRETE DRIVEWAY AND APRON NEW STOP SIGN "Rl-1" NEW STOP BAR TRAFFIC STRIPE NEW STREET NAME SIGN (PVT.) NEW CURB & GUffiR TYPE 'G" LEGAL DESCRIPTION PER SDRSD G2 A PORTION OF LOT 7 OF SECTION 32. TOWNSHIP 11 SOUTH, RANGE 4 WEST, SAN BERNARDINO TRENCH RESURFACING MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. f· • • •.• 4 . .• ·1 SDRSD G-7 W/?/?/7/?/?/?d f'""""' ............ I SDRSD C-3, 7,8 /21 :· ;_ t,, SDRSD 14A&B 11 ; It ; ·. •. ··· k II ·.·~ ... ~ ·: ... SDRSD G-14D __Q_ SDRSD TC-3A )8( SDRSD G2 [///////////J CITY STD. GS-25 PROPOSED PR/VA TE PVC STORM DRAIN -(PER GRADING PLAN) PERFORATED PVC -SIZE PER PLAN (PER GRADING PLAN) ----SD---- - - - - -SD-- - - -SD- 81 LF 340 S.F. 220 S.F. 1 EA. 1 EA. 1 EA. 115 L.F. 65 L.F. VICINITY MAP SIGNING AND STRIPING GENERAL NOTES Sf£ SHEET 2 NEW 12"X12' AREA DRAIN (PER GRADING PLAN) --,,,.--~ c.,'-A • 7' " Q;- Q) No. C032247 Exp. 12/31/1 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN /S CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: MASSON AND ASSOCIATES ADDRESS: 200 EAST WASHINGTON AVE, SUITE 200 CITY, ST.: ESCONDIDO. CA 92025 TELEPHONE: (76,0.) 741-3570 _ ~/ BY: -~/~_____,~7 _1----_Cv~.,.__0 _:...P-~---DATE: _s~~~ll_,z.,.+-/j~/~7 __ BRUCE A. Y TAIT R.C.£. NO.: 32247 REG/STRA T/ON EXP/RA /ION DA TE: 12/,31 /2018 . ' Planning "' Engineering "'Surveying Solved. 200 E. Washington Ave., Suite 200 MASSON & ASSOCIATES, INC. condido, CA 92025 0. 760.741.3570 F. 760.741.1786 www.masson-assoc.com NEW J6"xJ6" CLEANOUT (PER GRADING PLAN) NEW GRADING SLOPE (PER GRADING PLAN) \ \ ! i ---so----soso----1@] "AS BUil T" INSPECTOR ZJ' ?../-z.t,)zo -· DATE 1----t----+------------i---t---t---t-----i I SH1EET I CITY OF CARLS BAD I SHE5ETS I ENGINEERING DEPARTMENT ~=:::'....'.::==========:::'....'.::===: DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: TRAILS END CARLSBAD lRACT 04-14/ZC 04-10/l!DP 04-07 / PUD 04-12 SCE 04-14(~)/CD 08-07 /ROW 2016-0041 APPROVED• JASON S. GELDERT ---~"""""4--<~~/"-----,--,---'6., 2-B· lO ;::;. CITY ENGINEER RCE 63912 EXPIRES 9 30 18 DWN BY: _""LM,,,__ CHKD BY: .SC. RVWD BY• CG@, PROJECT NO. CT04-14A DATE I DRAWING NO. _ 481-1 "' ,, ~ I ~ nD ~~B 3 i§ C om ,j • "(n m~ m U • •• :: !l z ,;z~ ,c ;;::~I ;! rn 0 ~~ri1 z OJ-.,, '.J1s: I ~,, z rn ~ J I I I I • I hn ), ~ l B i ·o nD mo •□o -~ De 3irlq ~ l) Cf/ m rn 0 -< &I ·o • • p :: ~z ,;z~ ,c • "i5 " rn om !i ~jH m OS: I i}Jz z m I '" ~ I I I ~ a CJ'I ~ ~ 2 Ci) ; 00 m JJ □ JJ § 2 Ci) 2 C ~ 00 m JJ □ JJ ~ 2 Ci) 2 C s: 00 m JJ . ~ I ~ l JJ :I :! ., I I ·' a--+---+----+-+-+--+---+--++-+--+---+---+-+-+-+--+---+-+-+--+---f ---- ---+-+--+---+---+-+--+--+----+--+-+---+--+---+-f-----+--+---t---+-+-+--+---t---+-t--+--+----+--+-+---+---t---+-t--+--+--+--+-+--+--+---+-f------t-- ---+--+---+-+---+--+--+--+r-+---+--+-----+-+---+---+--+---+-t--+---+--+-----+-+---+--+-+-t--+---+--+-----+-+ -------+-+-+--+--+--+-+--+--+---+-+-+--+--+---+--++-+--+---+---+-+-+--+---+--+-+--+--+---+-t--+--+----+--+-+--+--+---+-+-+--+---+---+-+-+--+---+--+-+--+--+---+-+-+--+---f a--+---+----+-+-+--+---+--++-+--+--+---+-t--+--+--+---+-+-+--+---t---+-+--+--+---+-f-----+--+---t---+-t---+--+--+--+-+--+----j --- -, '"+-+--+--+--+-+-+--+--+---+-+--+--+---+-+-+--+---+----+-+-+--+--+--++-+--+--+---+-+-+--+--+--+-+--+--+---+-+-+--+--+---+-I---+--+--+--+-+--+--+--+-+-+--+--+--+-+-+--+---+--+-I C RLS AD P IVA/fE CC SS t-11111TT11---j:.;::::j::::=l==v1,[[ GE [JRIVE==!==!=-1J:."1=o T<F:.++-f'==i==i==l==tort:i=,=l==!=::::j;;:tt==!==!==1IrnT z=1=t-c:ic;l"'=1!::::::::l===tlLO ----D~IVE AY -+-'--·+::i..ic..:+=-'IFI[) rr SIGNING AND STRIPING GENERAL NOTES --+--+--+---+--+-~+--il-t-+--+--+---IIIGl,~O -W ---l-t-+-+-+-+--+-l--+t-t--11~'-"'i---Ulf-'-W"''/l<":r.-,-1-+-+-ll--+--+-l--t-+-'°-i· -+-+-+-+-+--+-1--t-+-+-+-+---+-t-+-+-+-+-+---+-t-+-+-+--t---+--+l--t-+-+--+-+---+-t--t-+-+-+-+---+-t-+-+-+-1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. ---t---t-----t-t-+--+---+--+t--+--t---t-----J-t-t-+--+---+-t--il--t---t-----t-t-t-+--+---+-+-+--t---t-----J-t,+--+---+--+-+--+--+-,--ec ------I--H-t-----t-t----t--+--+--+t--,l--+--tt----t-t----t--+---H"'7-+-+--t----+-t-+--+--+--t-+--+--+--+-t--+---+--+---t-t-+--t--+--t-+--+--+--+-t--+--t--+---t-t-+--+---+--+t--+--t---t---t-t-+--+---1 ' c:; 0 L O ~ 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL l-+-+-+--+--+-+-+-+-+-+-t-t--+-+-+-+-+-+---+l-t,N>;+-h,;--H-+-+-+-+--+--+-+-+-+1-1--+-l----.:b-t-+-+++-,cH-+-+-+-+--+---+-t--'1,.Fl-t-=r't-+-+-+-::c-lfl -9r-1J-t-_-ttl ---+-' __ ::'0511-_ -+,---' ,.'l!H_c:J:,~-:.:-:.:-:.:-:.-:.:-:.:-:.:-:.::-:.:-:.:-:.:~-:.:-:.:-:.:-:.-:.:-:.:-:.:-:.::-:.:-:.:-:.:-:.-:.:-:.:-:.:-:.:~-:.:-:.:-:.:~-:.:-:.:-:.:-:.-:.:-:.:-:.:-:.:~-:.:-:.:-:.:~-:.:-:.:-:.:~-:.:-:.:-:.:-:.:~= ON UNIFORM TRAFFIC_ CONTROL DEVICES (FHWA'S MUTCO 2003 REVISION 1, AS AMENDED FOR USE ■-+-+-+--+-1-t-+-+--i--+-l-l--t-t-+-+-+--+-1f->-,j;;"'4-. +>-,4',l'---',li'-l-+-"'il--+-+--+-1-=-51---t-1'5-1--1-~>-;t-act-l-+-+--f~Hi'l~'--e!t-+--f!;;; _c:;+-~ ~ -1::, ---c -1--' . IN CALIFORNIA),THE CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION), THESE PLANS AND I j Ii' cblL c=? ,:1 ~1 1 .J.. c. 8 [;~ °6 °S J ~ d 91 ~ ~+--+->---__ _ _ SPECIAL PROVISIONS. a--+---+----+-+-+--+---+--++-+--+--+---+-+--+--+--+---+-+-+e e--...-·-f--l -,-Of--t--t--+--+---<='f---+---f<ef-t--f--:3I-:cNf-+-+--i~lo-.-elf--f---f§,',j-j~f-;J::;.f--t-l-'1>1--l-c',l----t--f--1---":!l----l-''l',ll--ll-"i,ll--+--'rl--+---c>Hc:, l-+--t--+----t-t-+--l---t-1-1--+--t--+-1-+l-'~i'I-@>-->-f,~,-f ,1~.----0-I-+-'~ ~>--+-+g ~ r,' ,_i\ ; .,. ~ -~.-----c -;;;H-:'='e,i·1,,,-1-+-+-e:ii'--~l-ll-"'::!~e:!,;+-,8~f--+-c/toi'.:;;+--t-l---t--+--t-----t-t-+--+--t-l---t--+-+----t-t-+--r--t-----t-t-+--+--t-l---t--+-+----t-t-+-+--t-l _ 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS -----8 > ~ §g (~ 8 8 ~ ~ co ~ ;. ~ ~ ~1 ~~ ~ + ~ C ~ ~ t0 :::i ~ ~ ( c:5 REPRESENTATIVE, PRIOR TO INSTALLATION. l-+--11~~ ----g ci :8 ""ij O ~~~l-o--t-l-+-+_;:;;8±il-~--+---f.::sf_ +-+u"~lf-:g---'l~fa~-~+---+,+elu--l\--'-;.H 'i,'-~ ~ ,;-~l-_--'.!!,~'t~,d-f-'f-11"'_,H_a"l";~H-ll--t-Cfi"...,s+-::Nlcl"';t;Hl---:~~ffi'-1--o!~"':g3•+-c.'ll":r:4--+--+-l--+--t--+-1-I----+-+-+--+-_--+_-:__ ~ ..:_ ------->--+--+---+-+-+--+--+--+-+--+--+---+--+-+--+--+--4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY +-f'' . 'l-lli>D~----t--l-i'fl!l'-3-t-l--t--++-+----t-+-+---+cc±7 ~± -' "''r±"---~----_..., -z -, N ~2 , (.!) +'f :':.~ ,.._,.: ~ :__:_uIH--t----t-~,i::µ:;-~.c: .. l""i1· ~~-Ee-<( •• II (.) ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. ~ ... urru;1 -·--oz= o :::J ~ ~ ..----i.o :::b ..-i.o , II . , :1 1.0 u.J .. J _J VJ 1--o ~ ~ __ 1-----·. I .. J N I N i<( 1-j-., ct'-1 •• NI . c:-:,i Ct:: I-u ( ...... ---I--~ Fl ; -· .. c ~ ~ ~1• 0 '3: ;:, <", ;'o 0-~ r~ (','f' ~ --r,, ~ ~ f .,,~>--t~'ti"~~~l-tf-i-n>F!Wllt-1-f\\~°4f-11i" Eh--J--"'l"=-+--''-ff-c+-l--t--+-+,_-.-+_-_-+_-:-±=e--+-f-+----t-t-+--+--t----tl---t--+--+--t-l---t--+-+----t-t-+--+--t-1---t--+--+----t-t-+-+--t-l --5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE ---+--+----+-+---+--+--+~t--+--+--+----+-t---+--+---+-1---+I w u.J ' "'>-"' "'>-/ E>W'~f::-I-/' OW -'-,-.,Hh'f-1-1-Jc,AC -" -~ --REPAINTED TWO WEEKS AFTER INITIAL PAINTING. I 0. i0% OT , r OT 1--1.. ,% I WY r r -1--I---. -1-_.,. I -1--------+ ----j~--+---+ ---+--t-..... -'l'-----lc-1-J.-1"11u,..,-J l<!f,-,W,.J'l=P:.f.T'-~tt=i=r--t==!til•~Nt==t=:;:" ...--t"') 0 1_,,..-,, ----f--+--+-+-+--+---+-+-+-+--+---+-t--+--+--+--+-+-+--+---+-+-+--+--+--+-+--+--+---+--+~+--+---t-- l ----t-+-+--+--+-l-+-+-~·-0-1-t-+--+---+-+-+-+-+----tl---t--+--+--+-l---t--+-+----t-t-+--+-+~-..... +----+➔t ~ ~ .. -~b., ... :!121¥a--"l\j~~~"'H--+----t-t-¥1:::l,, -+-17_':ill~ rn,,;;';"-.+-+-+-1'---t-+--l---+-l-+-+-+-1-t-+--+--+-l-+-+-+-1-1-+-+-+-l-+-+-+--+-l-+-+-+-1-t-+--l--+-l-+-+-+-t-+-+-+-+-l'----t--+--+-, ·-UT" .... ,.JW,--"q'l:u+'P.r:-N it' c;"",jl -11-----r-ctr:11 -N + NQH-0 II "t rt-JI C 6. ALL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISM A TIC REFLECTIVE SHEETING (HIGH INTENSITY PRISM A TIC OR EQUAL) UNUESS OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LIMIT" AND STREET NAME SIGN SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 11 .,..... I ll~tLOl= ..--II ,t-c.., .... ~ .-G --t-l--+-+--+--+-+-+-+-+--1--t--+--+..;::Jl-e>-...----:c-· crit-...... -- f--1-+-+-+-+-1---h~"---+4.: ff' .. Lr.... :r L::;; i:;: <I LL. ~ ~ _J ~ -ii ~F, ·ic V fi- 7. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON LOCAL RESIDENTIAL STREETS (SPEED -1----t----t---+-----t+--t--+---t--LIMIT OF 25 MPH OR LESS) SHALL BE 4" HIGH CAPITAL LETTERS. LETTERING ON ALL ---+--+--I-- ■--+---t---+-+--+--+---+-r-+--+----t---+-+---+--+---+-f------t--+---t--,---- - --- --f-----+--+----t---+-+--+--+----t-----t--t--1 - - ■--+--+--+-+--+--+---t--+-+--+--+--+-+--+--+---+-+-+--+--+--+-+-+---+-- - GROUND-MOUNTED STREET NAME SIGNS ON PRIME ARTERIALS, MAJOR ARTERIALS AND SECONDARY ARTERIALS (SPEED LIMIT GREATER THEN 4D MPH) SHALL BE 8" HIGH CAPITAL LETTERS. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6" HIGH CAPITAL LETTERS. • -l~'>----j-l--f-'-'=f--t-t-t-t-+-t-t-+-+-+-+-+-+---t----t---t---t---+-+-+-t--t---t--t--t--i-i-----11--l--l--t--t-+-t-+-+-+-+-+-+-+-+---t----t---t---t---t---+-+--t - --- 0 ---+--+---+-+-+--+--+-t--+--+--+---+-+--, --+-+-+--+---t,--+t--+--+--+--.--t-t-+--+--+--+-+-+--+~f-t-+--+--+--I - ----I-+-+--+--+---+.-+---+-+-+--+--+--+__,,----t_+-+--+--+---+---+-+-+-,g §l '2 8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS 0 ,--i--1-,-----t -g~ _____ g 8 ~ WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" o o o g o ci ~ :ii ro + o -G CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 1-+---Hsas~.w ··1<:::-*-+-~_-+_---l_-+-++-+--+-l-+-+-ll~gl-1"'.--+-l----++-+-~-ro-c,-+----t---+-+-=~'<-:J:-+-+-f+--f-~ ;1; ~ --f-¥t )3 ct ~ ct i ~ B-1--+-+-+-t"~,:_l~,1!.---t-+-+-+-'~"-l""~-+-l-+-+-+-+-i--=-l=-+-+-=-i=+ --+--~1----+-+--l---+-+-+-+-+----t-+-+--+--+-l-+-+-+-l-t-+--+-+-I--9. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER lAA[ lf:1A:"lr--t----t--l_~lt-t--+-+-+--+--+-l---t--+---tl-;,oe:-e·'+--+-t-+-H~.,; _ '° ~ -:J;-------t--,t, '-.1 --,: 11 >-'-" _ ,_ T--OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. f---f-e ci, 'ti: R-=It E - - ----: ~ : ; ~ ! ~ ~r--+----+-t--+-➔:-i:-,i;H-1-+--H;,:_·1 :,.I~'-r-·f-f--t--+-~1cI,-+----+-t--+-~ ~•--,--,C----tf------f-•tn 2-~.----t-----i - -"' "-__ L:.. -------= ~ 1 o. coNTRACTOR sHALL REMOVE ALL coNFLICTING PAINTED uNEs. MARKINGS AND PAVEMENT LEGENDS 1--+--+--t-+--+--+---+-t--+--+--+-t-t-+--+--+--+-t-➔f't;;_·i'H':--+-l-+f-+->-'-"~"'~-t-+--I-.IQ,,~l--l-l-l--+-""'01"-"'-+-+-+-+-jf-f-"--+-1-t-+-+1:-±6;;;%:,H-l---t----tl-+-+--+--+-lt-14--tt---t-:. ~,;i. :~"".+--t>---+-=-±=~-l-·--+4=--t--+-+--t-t--t--+--t-----t-t-+--+-+-l---t--+--+--t-t--t--+--t----t-t-+--+--t-l---t--+-+----t-t-+--+-+-1---t--+-+----t-BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 0. 0% .!..:.: ~ - - ■--+--+----t ---' --+-=====l.:...i=:±~:--1+-_+-f>--_+-+-+.--,+f-++_-_t-+-+_-±--~::'-i=":l-1:i=±-±-=fc=ic=-=if-==td-+.=--++~+----t-f-="'F-t"'=f='-t"-=t=f=i=-=F=t-+-l---t----t-f-t-+-+-+-t----t-/-+-++-+--f----tf-t-+-+---1---+---+-l-+-I-------11. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. UNLESS --'t--+-+--+---t-t----t--+---+--+t--+-+--t----+-l-+--t--+--+-+-+--t---+-t--+-+--t--+--++--+---+--t-----t-1--t--t--+--+t--+--+--t----+-t-+--+--+--t-+--+--+--+-t--+--+--+-t-t----t--+--+--t-+--+--+--+-t--+--+--+---t-t--t--+--I _ ,_ I 12. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE l-+-+-+-f-l--t-+---1-'_~,.-H--1-1--t-+-+-+-+-f-1-t-+-+--i--,+-- - --f---+--+---+-+-+-+--+--+--+---+-+-+--+--+--+---+--+--+--+--+--+--+---+-+-+--+--+--+---+--+-+-+--+--+----t----t-----t+--+--+--+---+---+-+-+--+--+---t--+----t-+-+--+--+---t--+----t-+-+--+----t----t----t->--+--+--+--, -+--+--+---+--+-1---DIMENSION UNLESS OTHER\\1SE SPECIFIED. a--+--+----+--+-----t+-+--+--+---t----+-+-+--+-+--+-~--+----t-+--t--+----t-l ---t----t-+-+--+--+---t--+-~------+-+-+--+--+--+---+--+-+--+--+--+----+---+---+1--+--+--+--+--+---+-+--+--+--+---+--+----t-+-+--+--+--+---+-+-+-+--+--+---t---+ -· --+---+-+-+--+--f---• ---------•-+--+--+--+---t---+-+-+--+--+---+---+---+-+-+--13. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL a--+---+---+-+--+--+---+-+-+--+--+--+-+-+--+--+---+-+-+--+--+--+--i-+--+---+-+-+--+--+--+-+--+--+---t---+~+--+------ 1 BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. --t-+--+--+---+----tr-+--+----t-~,,~, ,---,_.,j--,,,-j-,----j---j-f~-+--+---+-f-,+-+--+---+-+----J--+--+--+1-T+-+--+----+-f-+--+-.+--+-+--+--+--+-f-+,-• «=r Ir-=• -,..,,-~+--+---fc--1--, +-+--+--C ------t+--+--+--+---t---+-+-+--+--+---+---+----t-+-+--+--+---+---+----t-+-+--+--+--+---t-r-+-+--+--+---t-----t-+-+--+--+---+--+---+-+-+--14. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO -f---t-+--+--+---t---++-+--+--+---+--+-+--+--+---+f-f---+--+--+' +--+-+--+--+---t---+-+--+---t--tt-+--t--+---t-----t--t-t-+--+---+-f------I ---· --' I -<---+--+-+--+---ll--+---<l---+---+~+--+--+--+---+--+-+--+--+--+-5"1--+--+--+---+---+----t-+--+--+--+--+--+----t'--+--+--+--+--+---+-+-+--+--+--+-+----t-+-+--+----t--+--+-+-+--+--+--+--REGIONAL STANDARD DRA\\1NG M-19. a--+--+--+-+--f------>----""''l--+-+-+-+~licrl-+--t-----t-lr"o1t-+-+--+-+-l-t--t-+--+--+--+--t-t--t-+--+--+--+--t-t--t--+--+--+----t-l--t-+--t--+--+--t-t-+-+--+--t--15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD UNLESS OTHERWISE ~ -~~l-c--'!>i'1l l---l-+---I---I_J~'>i'-l---l--+--l-l--l-."'~'l---l---l---l--l-'li'l--+---l---l-~~--+---+f-f-i-J--";!'1---+---+--l-+--cc;:=:=:------+-1 +i'l'1·11----:_-_+I---_J+----+-~~~:-_-+1---_:-_-.j.1-_-_J:--',..~~,'l-t__-;__-~:---:__-~:---:__-::__-:__-;__-~:---:__-~:---:__-;:~:---:__-~:---:__-~:---:__-~:---:__-;__-~;---:__-~:---:__-~:---:__-;:~:---:__-~;---:__-~:---:__-::~:-= 16. :~G:cI:I::~s SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN ■--+---t-----t-t--+--+---+-f-----+--+----j --- -I -----t+--- a--+--+---+-+-+--+--,-+--+--+-----t-+--+--+---+-+-+--+--+---+t~oact---t---t-rt---f-cil--+-+--t-l-c_;J--,+--t-+r-t-df--+-+-+--l-J:ll-++-+-1-cJt--+--+f-r--t-•Na>t--+-t--+--+e-,, l o o DIEGO REGIONAL STANDARD DRAWING M-45. N N ~~ ~ ~ l o O Oro -----+-+--+--+--+-+--+--+--+-+-I-+ 1'-+--lhg<+--+--+-s-+-hgt--+--+---+--+~gt-+--+--tt------t-,sg,t--+--+--+-1-<E,t--+--+----t-t-,gl-+--+l-+-l-•;;;l>•t--t--+--+----t-~e.il-+--tt---+-r-':~~!I--,..-11---t--+-t--i~"'(:,_--f--+-+--+-~ [,i ---f--+---t--+-+---+ ----- -17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF ■--l~=•X Sl!lN 3111( ,-- --f---+---+--- - , ---~:1-_--l-l--++-+-;c,.._>hrocc-l-+---l---l--<;;o,1-o_1---1-1-1-~1-~1,,-=4-11--t-+$s!.0ee--l-l--+--t-1E,-..'hm,,-l-fl--l--l-c:+~'N::rf-t-+-+~~;I~_,,+-H--l-t-::N>:f.'ui,-f--+-l-+.-~,,,H--l-t-+-c-c. -1'1:'-1 +--t--+-1-t-+--+--t-1--t----,--+--t-l-+--t--+-1-t-+--+-+-I-+ -·r-+--+---t-----t-+--+--+---+-c---CARLSBAD APPROVED MOUNTING BRACKET 111TH STRAPS. --I--. - ■---,'R-,F( ,;"' = ~ Jf!IB½t--+21!i:&:11--t--+-+--+-l-t--+j-t--2, ;---1 ~-1--1---t-~:':,~_:;J!s·++-tJ-t-:':':cf:;J!s-f--+-+-+-M~"';-l---f-!--l-a:':~:H----t+-t-f-s~~"'\-. t-+-l--t-'·c: .. ll!";tt-fl--+-+-c:f•"':!-11 +-+--+-H";t t-l--+-+-+-1,;'oofi"'-''-f---t-l--+--t--+-1--6-c4-·--+---::i:-=-=1----+---+---+--l-+---l---l---l-l---l--+--+---l-t-+---I---I--I--18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO l-+--l-·fA4.E) «"ii'-+-+--+-ii-~<'u'.--_ ~z _ r-"'··irr----t-t--hee•b'';-'H----t--t---h.-~·-~+--H-~>--r-~';;', ~ 'l r-u -t--+-""1--__ f--t--+-:--f---i--------r--t--+--+----t-+--+--+---+-r-+---1--THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVE. ... -ui ~ tn ~ V} t-r-~ (/) I-'-V1 1.=: , -_ -. _.. ---+--+--+---+-t--+-+--+--+----+--+-+-+--+--+--+--+--+--+t-t-+-+--+--r+--t-t-+--+--+--+--+--+-+t-+-+--+-+-t-f------11--t,t~H11r1Tllllf11j---tj0~0 ~~=i::-jt-:::t:::crT-l-f7-lllllll-t-,111111-J-11111-111TIII-IIII-I f--· ---t---+-c---19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE 0. 0% 1-" % --lf _" -~ ~ -. --CONTRACTOR EXCEPT lHOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO l--t--+-1-t-+-+--t-l--t---J='--=F-=t=F'f-==\=~9 ~1--Jl---d.c-~==--l-Ja-b-f--+-t-f--t-----t----'r~-H+-+-+7 1---t--+--++t-l---t---t---t--==·-'-'--'---"=1-=l=-'==+----i---l-+---l---l---l--l---l-+---i---l-l---l---l---+--ll---l--l---l---l-l---l--+--+--l-+--+---l---+--l--l--l---l---l-l---l--+--+--l-+--+---l---l--l---l--t--+---l-t-+--I---REMAIN. = ' i . I : 'e+:--+-+-+--1--t---+--+-+-+-+-+--+--+-+-+-+-+--+-+-+-t--t---tp , ...J -,t::: I II ~ I ~N, \ ,.., R VIC: 1~tlLttttt~~t-1:t1rttttttttttttt]11TI+~,oo.~11111~sq~,AgL,L:21~~20~-~H~o/? .. ,J27~·~=-~~~R~T.~:J~2 .. ~oc~jjjjj1111111111111g[Q-t11111=1;J:Irttttttttttt:t:t:t:t:t;tttttttt;gg;=~:-:-=-==--------------------- CONSTRUCTlON NOTES CURB LINE DA TA TABLE CURVE LENGTH RADIUS DELTA REMARKS 0 INSTALL 16' DRIVEWAY APRON PER S.D.R.S.D. G-14B ;'.;2' INSTALL 1• WATER LATERAL & 1" METER V2 W/BACKFLOW PER C.M. W.D STD. DWG. W3A 5629 C1 10.44 C2 26.44 41.47 14'25'24" 6" CURB & GTR. G-2 63.00 24'02'47" a• CURB & GTR. G-2 @ INSTALL 5' NON-CONTIGUOUS CONCRETE SIDEWALK PER S,D.R.S.D. G-7 ® INST/ ,k-2v-Bk0W,.QJ:F ,ccEMBLY PER CMWD STD. DWG. CJ 91.6B 320.00 16'24'57" • CURB & GTR. G-2 C4 J.69 320.00 00"39'37" ,• CURB & GTR G-2 @ INSTALL 6" CONCRETE CURB & GUTTER TYPE "G" PER S.D.R.S.D. G-2 W-61-NOT-USED-THIS-SHEE-T}-) ',\ ·--J.J-J @ INSTAII 8"¢ P.V.C. SEWER MAIN (NOT USED THIS SHEET) LINE LENGTH BEARING LI 70.43 S2J'44'36"£ L2 12.96 S40'09'JJ"E f.-----~3~0· ___ 60_· ___ ) 10' 20' ,• CURB & GTR. G-2 • CURB & GTR G-2 I I I I _ri2%~ L _J MATCH GRADE EX. GRADE VARIES FROM 0.8% TO 3.5% VARIES FROM 0.9% TO 2.2% DONNA DRIVE -SECTION @ 11+25.00 0.5' R/.W I 3 8' I 1D' 22 NOTE: 5' I TRAFFIC SIGNAL LOOP DETECTORS SHALL BE PROTECTED IN PLACE OR REPLACED AS NECESSARY TO RESTORE TO EXISTING CONDITIONS. 3 © INSTALL 28' DRIVEWAY PER S.D.R.S.D. G-14D ® INSTALL 2" COLD MILL & ASPHALT OVERLAY ® INSTALL SEWER LATERAL & CLEANOUT PER CITY OF CARLSBAD STD. DWG. S7 (NOT USED THIS SHEET) Q._ INSTALL SEWER MANHOUE PER CITY OF CARLSBAD v.:'/ STD. DWG. S1 {NOT USED THIS SHEET) © INSTALL MINIMUM 4• AC. PAVEMENT OVER 6" OF CLASS 2 @ CONNECT TO EXISTING SEWER MAIN, S-1A WHERE AGG. BASE (ACTUAL STRUCTURAL SECTIONS TO BE PVC LINED REQUIRED. (NOT USED THIS SHEET) □ETERMINrn PER soILs ENGINEER's REQuIREMENTsJ. rfv\-1t.J5illiL z,· (>IA/V~11l 111~ Lft.°;-;,i"i:) (j) INSTALL R1-1 "STOP" SIGN AND DOUBLE STREET \,._\!:1/--"' fftl Cmwi> STP. w-<, -l,b NAME SIGN. PAINT 12" WHITE LIMIT LINE AND "STOP" @2 INSTP..Ll,-RriTAININ(}-WAtrPER S.D.R.S.D. C-3 PAVEMENT UEGEND. © INSTALL W14-2 "NO OUTLET SIGN". (PVT.) "WITH DOUBLE NAME SIGN PER CITY STANDARDS" 0 INSTALL THRUST BLOCK PER C.M. W.D STD. DWG. W15 r.;;,.., INSTALL FIRE HYDRANT ASSEMBLY PER \'::!I C.M.W.D STD. DWG. W12 (NOT USED THIS SHEET) @ INSTALL 8"x8"x8"(FLxFLxFL) TEE @INSTALL 3-8" POxFL GATE VALVES PER C.M.W.D STD. DWG. W16 @ INSTALL 8"¢ P.V.C. WATER MAIN DR-18, AWWA CLASS C-900. r.;,,_ INSTALL END CAP AND THRUST BLOCKS \'.'.'/ ( NOT USED THIS SHEET) ~oPROF~'·. s/tt..f 7 ~IJl'ESS/~ # oi'<RT Q,.Vtq,,, •., ld~c,"-ayA. r-a ' .(9 '<' "'1,,\'t-"t3·1.0 "'I 12/, ,. "' w, ci,. ca,<, "' fJ :ta i c3 Q'J -I frl * 16&9 ° iii , \,! No. C032247 s:l i c, !/J * Exp, 12/31/18 * 1,o~ '~IL • '%: C/V\\. ~ CAL/FOR"'' 'If OF CAl ,,rJ:'. @ INSTALL 5' CONTIGUOUS CONCRETE SIDEWALK PER S.D.R.S.D. G-7 ;;;;;,.,, INSTALL 16' DRIVEWAY APRON COMBINATION PER 'c!/ SDRSD G-14A @ SAW CUT AND TRENCH PER CITY OF CARLSBAD STD. DWG. GS-25. @ SAW CUT AND REMOVE EXISTING A.C. BERM. . @ INSTALL 2" WATER LATERAL PER CARLBAD STD. DWG. W-4 & 1" IRRIGATION METER 111TH 1• BACKFLOW PREVENTOR PER CARLSBAD STD. DWG. W-20 @ FUTURE LOCATION FOR RECYCLED WATER METER. (1-1/2" METER AND 2" SERVICE LATERAL PER CARLSBAD STD. DWG. W-4) <Z~2 "AS BUil T" P.E. f3(e:.9'9 ._ EXP. .5/ii /ioc -DATE ' ' SECTION A-A 1----+---+------------t---t----+---+---t I SH2EET I CITY OF CARLS BAD\.. ·I SHEETS I ENGINEERING DEPARTMENT 5 ~=~========::::..'::::=::::::; Planning" Engineering "Surveying Solved. 200 E. Washington Ave., Suite 200 ~ MASSON & ASSOCIATES. INC. Escondido, CA 92025 0. 760.741.3570 F. 760.741.1786 www.rnasson-assoc.com l ~z,4,~ l./YI, /1\ 11:r ,ti/// tr riEYtf O fie ,e11,,.1' + MCff~ ,I 'PP ~p , ,wit. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL j I DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: TRAILS END CARLSBAD lRACT 04-14/ZC 04-10/HDP'p4-07 / PUil 04-12 SCE 9f-14(A)/CD 08-07 /ROW t016-0041 A __ PP_R_o_v_E_D_!: 0.7'~1~,.,,Q..•=4''1 ~~~ ,'~·2 A:~_,-:::-,-.,,,,-J_A_S-=--ON } I ti~~ CITY ENGINEER' RCE 63912 EXPIRES 9/30M8 DATE DWN BY: DRAWING NO. CHKD BY: RVWD BY: 481-1 V Cl ll i 2 m ¾ " C s: CD .m II Cl II ~ 2 (jJ 2 C s: ~ -J I I --+---.J..-- --------r--+-+-----1c-+-+-+--+--+-+-----1c-t-+-+--+-+---+-+-+-+--+--+--+----t-t--+-+---+--+---+---1+-+-+--+--+--+---1-t--+-+--+--+--+---1-l--+--l---+---l------l---1-+-+-+---l--+-----l--L-+--+-+--+--l-- .-,--i---+----t-t-t---i-----t--+-+----t-t--t--t--t---t--t----,f--t---i-----t--+-+---t-t--t-+-+-+---t---t-t--+-+--+-+--f--ll-+-+-+-+--l--l-l-+--+--l---i--l--1-l--l----l--+--l----1-f--l---+--l---1--f---t--+-l-t--+-+--+--l---f-f---t--+--l--+-+-l-l-+--+--l--+-l--l-l---l----l--- --------e------t-----t------j-t-+--+--+--+-+---,~+-+--+---+---+- .--,,-i----t---t---i-----i----i----t---t--+-+-----t--+---t--t-----t----t---t-----it-t-t-t--t--t--t--+-+-+-+-+-+-+-+-+--+-+-+-+-+-+-+-+--+--+----+--l--l-----11---l---l---l------l-------l----l----l-----~----------+---1-l--+-+---+--+-----l---1-+-+-+---l--+-----l--L-+--+-+--+--l---1-1--+--l---l-- -----1-+-+-+--+--+--+----t-t--+-+---+--+-+--l+-t--+-+--+--+- ------~--t--t--t-H-t---t----t--t-t-H-t--t-----t--J---t-H-t-+-+-+-+-t-H-+-+-+-+-+-H-+-+-+-+-+-H-+-+--+-+-+--+-1-1--+--+--+-+-+-l-----+----+-l--+--l--+--!-----+----+-l--+--1--+---l-1-l----l----l---+----l--l--ll--l----l---1--+----l--l-l----l__)____J__J .-----i--+--+--+-c-+-+-+--+-+----+-+-+-+--+--+-+----t~t-+-+--+-+---+-+-+-+-~----1-f--t-+-+-+--+---t-t--+-+-+-+-+--l+-+-+-+-+---l--l-f---+--+-+--+-l--l-l---l----l---l----l----l-l--l----l----l---l----l--l-f--l-----l----l---l---+-l-l--l----l--+--l--+--l-j_-l---__j__j__--l-_J .--t--t--+---t-f--t---t--t--t--+---t-t--t-+-+-+-+----t+-t-+-+--+--+--t-l-t-+--l--+-+--l-l-+-+-+-+-l---l-+---1----l---l----l--l-1---l-----l----l---l---+-1-j_-l-----l--+--l--l---lf-j_--l----l----l----l--1--f-j_--l---_l_ --'---------- ---- .. - .---t--t--+---t---1c--t-+--t--+-+---t-t--t-+-+-+-+---1-+-+-+-+--·--. -+-------ci "----r--t--+---t-f--t---t--t--t---t---1-t--t--t--t--+-+---1-+-+-+--+-+--+-t--t-+--t--+--+--1-1-+-+-+-+-+--l-t--+-+-+-l--+-f-+-+-+--+-+-l-1-+----l----l--+-+--l-l---J------j 1-+-t---\---f-jf-t-+-++' ~-+e----j-~-=-:-=-:-=-~~-=-:-=-~!5;~~~~-=-:-=-:~~~-=-:-:.;!~-;.,~-=-:-=-:~~"'=-~;~=:=:=:==~====i;,!;,:~=:=:=:---~-+---+---t----t ------------~-----t---J--t--t---t-.,-t ~---jt-f-+--t---t---t---t-t--t---t--t---t---t---t-t-t-+--t---t---f---j---t_j:1/;I '-::;+--t--+-+--t-f---'-;J':~lf-:}---1-t--+-+---I +----+---+---+-+ -~ -1--+-+---t-f---r.\j;d-J-0> --·-· --•-f-•-1 'jll ~---.-~~ ~-:!il-· -t---t---t---t-t--J;~;J""-l-t---t- 1 ~ ~ ~ .-----1-t--+--t--+~--f-l-t--+-±-t---t-----f-f-_j_-l-+--i ~ : =~ .:~ ~ : t., ----;,. -~ ~ t ., ------------"-------· · ··-·----•J----1--+-"~"-'l--c~cc-li::r-l---l~ b.a,.+--+---t----+-H;;i;1.,t:l+-+-+-l~•~~!-+---+-l-+-+-++~'f',i-"3,;:::i-. 1,a"",+---j-f-+-+-++-+--l-l- l---j-t-t---t--t--t---t-l---t-++-t-t--t-t--lc~~~½..-rc'--t-++-t---fl::h'-ct;;;_+-f--91--',-JF,;·~H--ll-t--l---+-fl"' ··Np ...,H,1;-..-1,"'.;-·+-+----+--+--1-1--+-+-+-+-----1---1+-+--l-""~".--l'g_",,,r---'l·1,.__lg-1-1--,---1----1----11 ·1·"+---t----t1----F.-cc1"'..,.cb-++-+-1-1-t-+-~ol-'"°~"51-'·++-+--+-1-+-+-+-+-+- .-----+---+-+----+-+--+----+---+---121 ~ 11 I = 0::: r:::::: f7T ?:: ..--co a;ri-i ........ ~I O t;j '1:11 -,_, t:-JI 3::,.,~~>-:-,j,..-r---~ i_~ f ~ : 1:j: 1e I;: II ~...,. ... wn I + .... 1i-::.c,c:oJ---o'i)~>l-f--.,;j-f-_j_-l---!i~"+---!S-l-ls; ~-+---+---+~r-t-+--t---+ll-lp:;--Ul.-o,1_++-+-9l"l•"--l----l----l----1---Z c,::.,L&.J ~,--.,::i:(T 1711 i. r.J1I <(-<j( .-:::>t:::"•;r ,lj 101-if-~ : ~ ~I ~'~ r~, ;,;~ e ', 2"' ~ ~§'-;;,::k,__j_-f ------j--j----+----+--+-+---,~f-+1" ,_ ,. :v I I 1-f K,-I 1 --18.1·N.•pc--Eiii~ .---+--+-+----+-+-+-+--+----+--+----t-t-+--+--+-+---+-+-+-+--+----+--l---l-l--+--l--1--1--1--l-+-+- INI HE G AD N' tR-F-1p- 2% e-B· I -~ --1-,,--1-_--"· - --' -- I . " \ _ ,_ ..... -T --,..._ .---+--t--t-----t-+-+-+--+--+-+----t-t-+--+--+-+---t-l---+--t----+--+-l----1-1--+-+--l--l--+--l-t--+---+--l--+-+--+--tc--+-+--+--+-+---t-f--+-+--+---1------r--+-t-----t-1---+-+-+--+-+---t-+-+-+--+----+--+----t-t-+-+--+--+---+-+-+-+--+--+--+- ----+--+-+---+-+-+-+--+--+11;6{:tt-!-f--t-+-++-t--l-t-t-++-+-t-i+-t-t-++-+--t-f-t-+-++-+--t-+-+-+++-+--t-+-+-++-+--+-+-+-+++-+--+-+-+-+++-+--+-+-+-+-f---+-----t-f----t---1---l-----l--l--l-l--l--l----l---1 "l:l~tA-'-l-l--1----l---- ' "" .-,-t--+----t-t-t---i-----t--+----t----t-t--t----i--t----+----t---11---t-+---t--+-+---t-l---t-+-+-+---+---t-t-+-+-+-+-+--l,-t-+-+--+--+--t-l-+-+-+--+-l--1-l---l----l--+--l--1-f--l-----l----l---+-+-l-1--1---1----l----l---+-l----~-- - - -----· -· . . ---- a-H--t----t--t---t---t-H-t--t---t---t---t-t-H-+-+-+-+-+-H-+-+-+-+-+---H-+-+-+-+-+---H-+-+--+--+-+-+-l-l-+-+----l---l---1-!-----+-l--l---l---1---1--l-1W---l---1--+----l--l--lW---l---1--+---1-----I ------------ ------j--j----+----1 f-- --------- -----------t-----t-----t----t--t-----t--t--t---l-t-t-t--t-+--+-+-+-+-+-+-+-+-+--+--+-+-+-+-+-+-+-+--+-+----+--l---l-----1-l---l---l------l-------1----1--l-----l---l---l-----l-----l-----l-----l----l---l---1--l---l---l---l---l---1---l--l----l----l----l---1~1-I-LLLLL_j__ SCA!£: 1"=20' 0 20' WATER PRESSURE CALCULATIONS TYPE 1 UNITS PER CITY OF CARLSBAD ENGINEERING DAILY SERVICE PRESSURE (PSI): 60.0 42.0 25.0 1"0 5.0 TOTAL FIXTURE UNITS: DEMAND PER CHART A-3 (GPM): WATER METER SIZE (INCHES): WATER METER FRICTION LOSS (PSI): BUILDING SUPPLY SIZE (INCHES): PRESSURE LOSS (PSl/100 FT): TYPE 2 UNITS 1 1/4"0 7.0 PER CITY OF CARLSBAD ENGINEERING DAILY SERVICE PRESSURE (PSI): 60.0 44.0 26.0 UNIT/TYPE LOT 1/TYPE 1 LOT 2/TYPE 1 LOT 3/TYPE 2 LOT 4/TYPE 2 LOT 5/TYPE 2 LOT 6/TYPE 2 LOT 7/TYPE 1 LOT 8/TYPE 1 LOT 9/TYPE 1 LOT 10/TYPE 1 LOT 11 /TYPE 1 LOT 12/TYPE 1 LOT 13 /TYPE 1 LOT 14/TYPE 1 UNIT/TYPE LOT 1/TYPE 1 LOT 2/TYPE 1 LOT 3/TYPE 2 LOT 4/TYPE 2 LOT 5/TYPE 2 LOT 6/TYPE 2 LOT 7/TYPE 1 LOT 8/TYPE 1 LOT 9/TYPE 1 LOT 10/TYPE 1 LOT 11/TYPE 1 LOT 12/TYPE 1 LOT 13/TYPE 1 LOT 14/TYPE 1 TOTAL FIXTURE UNITS: DEMAND PER CHART A-3 (GPM): WATER METER SIZE (INCHES): WATER METER FRICTION LOSS (PSI): 5.0 BUILDING SUPPLY SIZE (INCHES): PRESSURE LOSS (PSl/100 FT): RESIDUAL PRESSURE CALCULATION (FROM WATER METER TO FURTHEST FIXTURE ON EACH FLOOR) BASEMENT LEVEL FIRST FLOOR 1 1/4"0 7.0 ELEVAT RESIDUAL RESIDUAL ION HEAD LOSS, CW PIPE PRESSURE ELEVATION HEAD LOSS, CW PIPE PRES,URE • CHANGE, FT PSI LENGTH, FT PSI ' CHANGE, FT PSI LENGTH, FT PSI -10 -10 10 10 10 10 -10 -10 -10 -10 -10 -10 -10 -10 -4.3 (GAIN) 144 -4.3 (GAIN) 144 4.3 90 4.3 90 4.3 80 4.3 80 -4.3 (GAIN) 142 -4.3 (GAIN) 142 -4.3 (GAIN) 147 -4.3 (GAIN) 147 -4.3 (GAIN) 147 -4.3 (GAIN) 147 -4.3 (GAIN) -4.3 (GAIN) 144 144 SECOND FLOOR 49.2 49.2 44.4 44.4 45.1 45.1 49.3 49.3 48.8 48.8 48.8 48.8 49.2 49.2 D D 20 20 20 20 D D D D D D D D D D 8.6 8.6 8.6 8.6 D D D D D D D D 150 150 150 150 140 140 148 148 155 155 155 155 150 150 THIRD FLOOR 3l.9 31.9 31.6 31.6 4-+.6 4!.6 41.1 41.1 41.1 #.1 41.5 41.5 ELEVATI RESIDUAL RESDUAL ON HEAD LOSS, CW PIPE PRESSURE ELEVATION HEAD LOSS, CW PIPE , U CHANGE, FT PSI LENGTH, FT PSI • CHANGE. FT PSI LENGTH, FT PREP~I RE, 10 10 30 30 30 30 10 10 10 10 10 10 10 10 4.3 4.3 12.9 12.9 12.9 12.9 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 142 142 160 160 150 150 140 140 147 147 147 147 142 142 40.7 40.7 30.9 30.9 31.6 31.6 40.9 40.9 40.4 40.4 40.4 40.4 40.7 40.7 20 20 20 20 20 20 20 20 20 20 8.6 8.6 8.6 8.6 8.6 8.6 8.6 8.6 8.6 8.6 112 112 110 110 117 117 117 117 112 112 33.5 33.5 3l.7 :13. 7 33.2 Jl.2 Jl.2 Jl.2 Jl.5 Jl.5 RESIDUAL PRESSURE = 60 PSI -(HEAD LOSS) PSI -(WM FRICTION LOSS) PSI -(7.0 PSl/100 FT X DlVELOPED LENGTH) PS _.,.:_~·:-'·~~:.:::·_·-;>-~" ",./ Planning .a. En9lr\eeri~~~ Surveying . "\•,: \ Solved. , /! 1(-'., \ (,", l . 200 E .. Washin\;torj') 'e., Suite 200 , . Esc9n9~ o, CA 92025 • ,-,'. ,. ,,-:_;/ . 760.741.3570 ~ ASS ON ----F. 7 60. 7 41.1 786 www.masson-assoc.com BUil f" 1, 'J ·' i 0.83117 •. I ' • ' ' -' ' 'I Cl I 2 Gl 2 C ~ Ill m ll Cl ll ! 2 Gl 2 C ~ Ill m ll -~----' Cl ll ! 2 Gl 2 C ~ Ill m ll / \ "" " -0 <n z 0 ,= u w V, I '° :,: V, I [L T ~ ;;; :;;, [L ----~ 0 2 ~ "' C 0 ~ 8 a:: 3,- "' ,,, ;;; :;;, ,,, :;;, ~ .5 ~ .2, "' .Q E 0 ~ ;;; ,_ ~ <'i ~ >, 0 :,; ~ o I ii ' N c-l "' N CL DONNA DRIVE I 250 ~--------~----------~ o+oo 0+00 R/w I ST A TION 10+50 CL DONNA DRIVE I , 253.40 TC I STATION 10+75 R/W CL DONNA I DRIVE I I 1+00 1+00 I '----.. -----2-5i5iTC_J ___ ---------~ -------1.57% '("- :!' ; STA: 0+50 ELEV: 253.43 <I; __l '--OVERLAY VARIES l -; ~\\ \_ (3.29%) / 250'----7 \_ I TA: 0+33.50 ELEV: 253.05 v "' ,..._ "" N ---·· o+oo R/W I "" ,,; "' N -------·--- STATION 11+00 CL DONNA DRIVE ~ "' en N 1+00 I r EXIST. GROUND AT CENTERLINE I ; TYP. 253.65 TC / -~" \\2.0"\· -~ (+1.78%) -~ ~ /'--'I STA: 0+50 ELEV: 253.64 1 / ~OVERLAY VARIES 2501------,~----'<---\--+--------------, 1 \.. I TA o+35.97 ELEV: 253.36 / 4r AC PAVEMENT OVER 6" Of _,.,, / C .ASS 2 AGG BASE, TYP. "'/ ~ N 0+00 STATION 11+25 1+00 R/W I r CL DONNA DRIVE I EXIST. GROUND AT CENlERUNE 1r253.77 TC I /_TYP_. ___ _ ,/ STA: 0+50 ELEV: 253.80 --t_:::r--.,{/ ,\~I \.2\\2% '\_ ( + ~28%)=7~ -....._ -...____ 250 , ____ -; _ _ \ OVERLAY VARIES STA: o+37.99 ELEV: 253.54 / N / "' / ;,!;/ o+oo 250 o+oo R/W I "" ,,; "' N STATION 11+50 CL DONNA DRIVE I 254.11 TC I "" c-l on N 1+00 -:< ~1,-72% \, ---\(0%) ______ _ R/W I I I STA: 0+50 ELEV: 254.05 OVERLAY VARIES --------·-----------------, -STA: o+38.29 ELEV: 253.85 4 • AC PAVEMENT OVER 6" OF <c CLASS 2 AGG BASE, TYP. ... en N STATION 11+75 CL DONNA DRIVE I I 1+00 ---- STA: 0+50 ELEV: 254.35 250~ / OVERLAY VARIES / pTA: 0+38.27 ELEV: 254.17 _ -----, J \ l-AC PAVEMENT OVER 6" OF / 'LASS 2 AGG BASE, TYP. _,,.,,/ "" ,,, ,..._ u-j --,' ,,; .,. on "' N N N --------·-"' - - 240 o+oo STATION 12+00 1+00 SECTIONS= DONNA DRIVE SCALE: 1• = 20' HOR., 1" = B' VERT. T CENlERLINE EXIST. GROUND _f_TYP. n 1.24% _ -\ -'"'--~ /., \ \STA: o+~:0~: 254.64 / -OVERLAY VARIES 254.79 TC I 250 f------ J ~ / ~ ~ ;,!;~---------~~----------~~ o+oo STATION 12+25 HOO R/W CL DONNA I DRIVE ~, ~~~~---~-- I/PROP. WALL I 255.36 TC / --------____, gi=;ii:,.....~o-~93ll!%c.-~ __ . ___,. - \ \_ (-0.86%) \ \ STA: 0+50 ELEV: 255.18 / /' OVERLf Y VARIES 250 ---;-/·---------~TA: Oi31.34 E_LE __ v:_2_5_5._oo ____ ----l en u-j "" N / N u-j en N ~---------~--------------- o+oo STATION 12+50 HOO ----------------+--------------, EXIST. G OUND AT CENTERLINE ;TYP. --------------------__L --------.f ~ STA: 0+50 ELEV: 256.08 0 ,..._ en N 0+00 STATION 12+75 " ,_ "' '" 1tDO 2../w/7-0 ' DATE $/Pt~ DATE f-------al-------+------------+--+-----1---+-----l I SH5EET I CITY OF CARLS BAD I SHE5ETS I ENGINEERING DEPARTMENT :==='-==========--====: IMPROVEMENT PLANS FOR: TRAILS END Planning • Engineering • Surveying Solved. CARLSBAD lRACT 04-14/ZC 04-10/HDP 04-r7 / PUD 04-12 SCE 04-;;14(A /CD 08-07 /ROW 2016-0041 APPROVED: // j , / JA~ON tr,e"/~~RT .. MASSON 200 E. Washington Ave., Suite 200 t-------t--+-----------------+---+-----11-----t-----l • ,,/ v• J± Escondido, CA 92025 t------t----t-,11.---\--------------t----t-----ll-----t------J ~C::;ITY:;:;=EN;;G:;:IN:::E:::ER::;:;/R;::C:::E-}!6;:'39:::12:::::::EX::P=:IR;:ES=:9:::/3::0:::l1:=8=::::D~A:::T::::-==~ 0. 760.741.3570 1-------1---+-'-=-----------------l----+-----lf-----+------l OWN BY: LM PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: .5,:. F. 760.74 1.l 786 REVISION DESCRIPTION 1----~--a1---->-----a D ,., CT04-14A 481-1 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:E,-.. & ASSOCIATES, INC. WNw.ma_sson-assoc.com ' CJ :0 i 2 Gl 2 C: ?.: CJ m :0 083117 CJ ::0 i 2 Gl 2 C: ?.: CJ m :0 CJ :0 § 2 Gl 2 C: ?.: CJ m :0