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Home My WebLink AboutDWG 421-5A; 38022; PINE AVENUE PARK; 01-100CITY OF CARLSBAD CARLSBAD, CALIFORNIA PROJECT ADDRESS ; 3205 HARDING STREET, CARLSBAD, CA. BETWEEN PINE AVENUE AND CHESTNUT AVENUE. PROJECT DIRECTORY ; LANDSCAPE ARCHITECT: SCHMIDT DESIGN GROUP 2655 FOURTH AVENUE SAN DIEGO, CALIFORNIA 92103 GEOTECHNICAL ENGINEERING: NINYO & MOORE 5710 RUFFIN ROAD SAN DIEGO, CA 92123 ARTIST: KIM EMERSON 619.280.3707 PHONE: 619.236.1462 FAX: 619.236.8792 PHONE: 858.576.1000 FAX: 858.576.9600 CIVIL ENGINEERING: ELECTRICAL ENGINEERING: TRAFFIC ENGINEERING: FLORES LUND CONSULTANTS 7220 TRADE STREET TURPIN & RATTAN ENGINEERING, INC. 4719 PALM AVENUE LINSCOTT LAW & GREENSPAN 4542 RUFFNER STREET, SUITE 100 SAN DIEGO, CALIFORNIA 92111 SAN DIEGO, CALIFORNIA 92121-2325 PHONE: 858.566.0626 FAX: 858.566.0627 LA MESA, CALIFORNIA 91941-5221 PHONE: 619.466.6224 FAX: 619.466.6233 PHONE: 858.300.8800 FAX: 858.300.8810 REDUCED SET LARGE SIZE PRINTS OR COMPUTER DATA FILES OF THIS PLAN ARE AVAILABLE UPON REQUEST FROM THE ENGINEERING CONTER WITHIN THE CARLSBAD COMMUNITY DEVELPMENT BUILDING AT 2075 LAS PALMAS DRIVE GOVERNING AGENCIES & UTILITY CONTACTS: UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800.227.2600 GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCENSIDE, CA 92054 EMERGENCY: 800.411.7343 NEW SERVICE: 877.789.9866 CABLEVISION ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 760.931.7000 CARLSBAD UNIFIED SCHOOL DISTRICT ADMINISTRATION 6225 EL CAMINO REAL CARLSBAD, CA 760.331.5000 GENERAL NOTES: 1. TOTAL AREA: 7. 7 ACRES WATER CARLSBAD MUNICIPAL WATER DIST. 5950 EL CAMINO REAL CALRSBAD, CA 92008 760.438.2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.602.2730 STORM WATER CITY OF CARLSBAD STORM WATER HOTLINE 760.602.2799 PARKS & RECREATION ADMINISTRATION 1200 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 760.434.2826 TELEPHONE SBC NEW PHONE: 800.310.2355 2. AREA BEING DEVELOPED: 7.7ACRES 3. TOTAL NO. LOTS EXISTING/ PROPOSED: 1 4. ASSESSOR'S PARCEL NUMBERS: 204-100-05 5. EXISTING/PROPOSED GENERAL PLAN: SCHOOL SITE 6. EXISTING/PROPOSED ZONING: OPEN SPACE 7. EXISTING/PROPOSED LAND USE: SCHOOL SITE/ OPEN SPACE-PARK 8. DENSITY: N/A 9. AVERAGE DAILY TRAFFIC: N/A 10. TOTAL NO. OF BLDS PROPOSED: 1 11. TOTAL BUILDING COVERAGE: 19,492 S.F. 12. PROPOSED DENSITY: NIA 13. UNDEVELOPABLE SITE AREA: NIA SOILS ENGINEER'S CERTIFICATE /, -----=c-,,.....,,.,--,=--=c--=-:-:-==-:----;c;"""'=, A REGISTERED CEISviSIL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUS/N . IN 1HE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY 1HA T A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF , 19 AND ______ ~ . TWO COPIES OF 1HE SOILS REPORT COMPILED FROM 7H/S STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: P.E. NO.: DATE: ______________ _ LICENSE EXP/RATION DA TE: ENGINEERING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2720 BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2700 INSPECTION 760.6022725 FIRE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2141 POLICE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2131 OWNER CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 APPLICANT CITY OF CARLSBAD RECREATION DEPARTMENT 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 CONTACT: SCOTT BRADSTREET 760.434.2856 CONSTRUCTION PLANS FOR PINE AVENUE PARK VICINITY MAP OCEANSIDE PROJECT NO 38022 NOVEMBER 4 2004 # 1 2 3 4 5 6 SHEET INDEX TITLE TITLE SHEET COVERSHEET EXISTING CONDITIONS PLAN AS FLORES PR. 7 8 9 10 11 12 13 14 15 16 17 EROSION CONTROL PLAN PHASE 1A KEY MAP EROSION CONTROL PLAN PHASE 1A EROSION CONTROL PLAN PHASE 1A EROSION CONTROL PLAN PHASE 1A EROSION CONTROL PLAN PHASE 1A DEMOLITION PLAN KEY MAP Site of Pine Avenue Park SITE LOCATION MAP , i < ! i ' HILLSIDE DR AGUA. HEDIOND ~ LAGOON ------..,...._ . "'· TO SAN DIEGO MADISON STRl!IT 00 north scale: NTS north scale: NTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN PHOTO DIRECTORY DEMOLITION PLAN PHOTOS DEMOLITION PLAN PHOTOS DEMOLITION PLAN PHOTOS GRADING & DRAINAGE KEY MAP GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN STORM DRAIN PROFILES ARTIFICIAL TURF SUBDRAIN SYSTEM EROSION CONTROL PLAN PHASE 1B KEY MAP EROSION CONTROL PLAN PHASE 1B EROSION CONTROL PLAN PHASE 1B EROSION CONTROL PLAN PHASE 18 EROSION CONTROL PLAN PHASE 1B WET UTILITY PLAN KEY MAP WET UTILITY PLAN WET UTILITY PLAN WET UTILITY PLAN WET UTILITY PROFILES PAVING PLAN KEY MAP PAVING PLAN PAVING PLAN PAVING PLAN PAVING PLAN COORDINATE LAYOUT AND DIMENSION CONTROL KEY MAP COORDINATE LAYOUT AND DIMENSION CONTROL PLAN COORDINATE LAYOUT AND DIMENSION CONTROL PLAN COORDINATE LAYOUT AND DIMENSION CONTROL PLAN COORDINATE LAYOUT AND DIMENSION CONTROL PLAN CIVIL DETAILS CIVIL DETAILS CHESTNUT AVENUE COVER SHEET CHESTNUT AVENUE DEMOLITION PLAN CHESTNUT AVENUE DETAILS CHESTNUT AVENUE DETAILS CHESTNUT AVENUE IMPROVEMENT PLAN SHEET T-1.0 C-1.0 C-2.0 C-3.0 C-3.1 C-3.2 C-3.3 C-3.4 C-4.0 C-4. 1 C-4.2 C-4.3 C-4.4 C-4.5 C-4.6 C-4.2 C-4.3 C-5.0 C-5.1 C-5.2 C-5.3 C-5.4 C-5.5 C-5.6 C-5.7 C-6.0 C-6. 1 C-6.2 C-6.3 C-6.4 C-7.0 C-7.1 C-7.2 C-7.3 C-7.4 C-8.0 C-8.1 C-8.2 C-8.3 C-8.4 C-9.0 C-9.1 C-9.2 C-9.3 C-9.4 CD-1.0 CD-1.1 1.0 2.0 3.0 4.0 5.0 PLANNING DEPARTMENT APPROVAL (SIGNED) DATE: / / IIICIIAIL 1. HDIZIIUJ,ER, PLANNING DIRl!CTOR DATE: / / RECOIIIIENDED BY:----(P=RIN=IT~=N,1111=) ___ _ # 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 CUP 03-18 TITLE CHESTNUT AVENUE 8" RW LINE Cl ll!~Tl~UTA\>'!!!l~UE I!" ft.'tv LIi~!! CHESTNUT AVENUE SIGNING & STRIPING PLAN SYMBOL LIST AND GENERAL NOTES LIGHT FIXTURE SCHEDULE PARTIAL ELECTRICAL SITE PLAN PARTIAL ELECTRICAL SITE PLAN PARTIAL ELECTRICAL SITE PLAN PARTIAL ELECTRICAL SITE PLAN PANEL SCHEDULES, SINGLE LINE AND DETAILS ELECTRICAL DETAILS SPORTS LIGHTING DETAILS SPORTS LIGHTING DIAGRAMS SITE LIGHTING DIAGRAMS LANDSCAPE CONSTRUCTION LEGEND LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION PLAN & NOTES LANDSCAl'>E CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS " PRE-FABRICATED STORAGE BUILDING (NOT IN CONTRACT) SHADE STRUCTURE LANDSCAPE DIMENSION PLAN LANDSCAPE DIME11SlON PLAN LANDSCAPE DIMENSION PLAN LANDSCAPE DIMENSION PLAN IRRIGATION RECYCLED NOTES IRRIGATION LEGEND & NOTES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGAilON DETAILS PLANTING LEGEND & NOTES PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS ART PANEL DETAILS NO. 1 ART PANEL DETAILS NO. 2 ART PANEL DETAILS NO. 3 ART PANEL DETAILS NO. 4 s CH M I D T O E SI G N G RO U P, I N C. ••• • i~,-. BALANCING A·RTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone (619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com ••• Lie. CA 2138, NV 219, AZ 34139 SHEET 6.0 7.8 ST-1.0 E-1.0 E-2.0 E-3.0 E-3.1 E-3.2 E-3.3 E-4.0 E-5.0 E-6.0 E-6,1 E-7.0 L-1.0 L-1.1 L-1.2 L-1.3 L-1.4 L-1.5 L-1.6 L-1.7 L-1.8 L-1.9 L-2.0 L-3.0 L-4.0 L-4.1 L-4.2 L-4.3 R-1.0 1-1.0 1-1.1 1-1.2 1-1.3 1-1.4 1-1.5 1-1.6 P-1.0 P-1.1 P-1.2 P-1.3 P-1.4 P-1.5 AR-1.0 AR-1.1 AR-1.2 AR-1.3 SDG. PROJ[CT NO: 02~403 DA-E: -N-◊VFMB_ER 4_, 2004 J 1----+---1--------------+---+---t---t---J I sH1c, I CITY OF CARLSBAD SHEE"S RECREA LON DEPAk rMEN I L 100 Undergrourrd Service fa.lert Call: TOLL FREE 1-800 4?2-~1.3J TWC WClRKlfJG D/1.YS BFFORE YOU nlG CARLSBAD CITY ENGINEER J~/,f;Y~ WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 l/-/cJ-IJ4 DATE EXP. 3-31-06 CARLSBAD MUNICIPAL WATER DISTRICT dl/4/:¼n,.:,, <":~ ~-Lo-04 WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E. 28176 EXP. 3-31-06 PINE AVENUE PARK TITLE SHEET T-1.0 I :?sIJtjF),/.__/(,::.; '.~ .•. _sE_YA-'ERTo/fb~~ t====j====j===============================~====+====+====~====~ J'~(Po(f1._lA_~_/1.G_E;:::R=/i.=-L:=-IA::::~·=L::::O::::E=::X::::::::0::::'4/::::3::::0=/;";05~=0AIT=A=T:_:::E~ ,,WN RY: CC...KC, IV F·ROJECT NO. I DRAWING NO. -- CHKD ~Y: JJ ss I 38022 421 · SA RVWD BY: JLG,S__ . OAT[ INITIA.L ENGINEER OF WORK DATE INITl.l'l,L DA rE INITI.A,L REv;s10N DESCRIPTION OT!---H:R APPROVAL CITY APPROVAL 1. 2. 3. 4. 5. 6. 7. 8. NOTICES TO CONTRACTOR THE CONTRACTOR SHALL NOTIFY DIG ALERT (1-800-227-2600) AT LEAST TWO (2) DAYS PRIOR TO STARTING WORK AND SHALL COORDINATIE ALL WORK WITH UTILITY COMPANIES. THE LOCATION AND EXISTIENCE OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE DRA'MNGS WERE OBTAINED FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTIECT ANY EXISTING FACILITY SHOWN ON THE DRAWINGS, AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTION AND ALL UTILITY CROSSINGS TO DETIERMINE EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES BETWEEN THESE PLANS AND EXISTING CONDITIONS SHALL BE REPORTIED TO THE ENGINEER IMMEDIA TIEL Y. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. COORDINA TIE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINS WITH NEW TREE LOCA llONS AND MECHANICAL/ELIECTRICAL FACILITIES. REFER TO LANDSCAPE, PLUMBING AND ELECTRICAL DRA1',1NGS FOR ADDITIONAL INFORMATION. DURING THE BID PROCESS, THE CONTRACTOR SHALL DIRECT All QUESTIONS AND/OR REQUESTS FOR INFORMATION REGARDING THESE PLANS, IN WRITING, THROUGH THE CITY PARKS & RECREATION DEPARTMENT LISTED BELOW. ALL WORK 'MTHIN THE PUBLIC RIGHTS-OF-WAY SHALL BE COORDINATIED 'M TH THE Cl TY. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN AND OBTAIN A TRAFFIC CONTROL PERMIT FROM THE CITY FOR ALL WORK DONE IN THE PUBLIC RIGHTS-OF-WAY, SATISFACTORY TO THE CITY ENGINEER. GOVERNING AGENCIES & UTILITY CONTACTS UNDERGROUND SERVICE ALERT: UNDERGROUND SERVICE ALERT (800) 227-2600 GAS & ELECTRIC: SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: (800) 411-7343 NEW SERVICE (877) 789-9866 CABLEVISION: ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 (760) 931-7000 TELEPHONE: SBC NEW PHONE (800) 310-2355 WATER & SEWER: CARLSBAD MUNICIPAL WA TIER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 (760) 438-2722 STORM WATER: CITY OF CARLSBAD STORM WA TIER HOTLINE {760) 602-2799 PARKS AND RECREATION: ADMIN: CARLSBAD PARKS & RECREATION 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 {760) 434-2826 ENGINEERING: CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 {760) 602-2720 BUILDING: CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2700 INSPECTION: (760) 602-2725 FIRE FIRE DEPARTMENT ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 {760) 931-2141 EMERGENCY: 911 POLICE: POLICE DEPARTMENT ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 {760) 931-2131 EMERGENCY: 911 VICINITY MAP aTY Of PACIFIC OCEAN CITY OF ENCINITAS EXISTING TOPOGRAPHY ..,, 10 SCALE a!Y Of \>lSTA CITY OF SAN MARCOS THE EXISTING TOPOGRAPHY AS SHOWN ON THESE GRADING PLANS WAS DETERMINED BY AN AERIAL SURVEY CONDUCTIED BY MELCHIOR LAND SURVEYING, CARLSBAD, CALIFORNIA ON DECEMBER 10, 2002. BASIS OF BEARING & BENCH MARK THE BASIS OF BEARING FOR THIS SURVEY IS A PORTION OF THE CENTIERLINE OF HARDING STREET AS SHOWN ON RECORD OF SURVEY 11840. IE: N 34·33' oo" W THE BENCH MARK FOR THIS SURVEY IS PER THE CITY OF CARLSBAD BENCH BOOK: AT E.S. PINE STREET SCHOOL CHSLD DIN SIDEWALK IS 5' INSIDE PROPERTY LINE AT SOUTHEASTIERLY BUILDING. ELEVATION~61.804' ~ CELSQC Consulting Engineers&: Land Surveyors of Callfom/a Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. -rr f >LI . 0 l1sTl~Esiti~NTIAL□ ;=:n-"-"'' ., I Ill (NOT A PART) I . I t I _, . ___ J -i!! L KEY MAP l ( FOR h I! '" (l;'M)S. n i J_I NOT APART J ll::'. -~ -u.. o; rH 1-1.-' D b d' □ □~ d'I □ c::I • ·1 ti D b d' D □ b d' D ::c ~ : ' ll::'. [: 0 :i: .. LL ' 0 I!_ I- i. ~✓ I: _J RSON STREET' -=-~·-""' -- CUP 03-18 PLOT DA TE 11-04-04 AMZ WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREP ARA TlON OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITIED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. PC RESO NO. 5526 DATIED DECEMBER 17, 2003 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE DATIED JUNE 12, 2002 AND ANY ADDENDA THERETO. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED: NOT APPLICABLE INDEX OF SHEETS C-1.0 COVERSHEET C-2.0 EXISTING CONDITIONS PLAN C-3.0-3.4 EROSION CONTROL PLAN PHASE 1A C-4.0-4.7 DEMOLITION PLANS C-5.0-5.5 GRADING & DRAINAGE PLANS C-5.6 STORM DRAIN PROFILES C-5.7 ARTIFICIAL TURF DRAINAGE SYSTEM C-6.0-6.4 EROSION CONTROL PLAN PHASE 1B C-7.0-7.2 WET UTILITY PLANS C-7.3 WET UTILITY PROFILES C-8.0-8.4 PAVING PLANS C-9.0-9.4 COORDINATE LAYOUT & DIMENSIONAL CONTROL CD-1.0-1.1 CIVIL DETAILS AT HARDING STREET AND CHESTNUT AVENUE CARLSBAD, CA 92008 LANDSCAPE ARCHITECT SCHMIDT DESIGN GROUP, INC. 2655 4TH AVENUE SAN DIEGO, CA 92103 CONTACT: STEVE SHUPPER (619) 236-1462 FAX (619) 236-8792 TRAFFIC ENGINEER PROJECT TEAM OWNER CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 CONTACT: SCOTT BRADSTREET (760) 434-2856 CIVIL ENGINEER FLORES LUND CONSULTANTS 7220 TRADE STREET SUITE 120 SAN DIEGO, CA 92121 CONTACT: ANDREA ZICCARElll (858) 566-0626 FAX (858) 566-0627 SURVEYOR GEOTECHNICAL ENGINEER "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLIE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTIENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRA1',1NGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FLORES WNO CONSULTANTS ADDRESS: 7220 TRADE STREET SUITE 120 CITY, STATE: SAN DIEGO, CALIFORNIA 92121 TIELEPHONE: {858) 566 0626 BY: WILLIAM RYAN LUND ~~~~TU~/~}if'h,J • £ R.C.E. NO.: ~ REGISTRATION EXPIRATION DA TIE: JUNE 30, 2006 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONME.NTAL SENSITIVITY KEY MAP (NTS) ••• , • 1, • •••• 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 F LC FLORES Ll.JN□ CONBLL TANTS PROFE8SIONAL ENGIINEERB 711110 TFtACI! 8 I I, a.rn! '8l. IIAN OE!BO. CALFCFNA. 8litlH [B5BJ FAX(l!lfiS) NJ DATE, 11 -04-04 FLC PROJECT NO. C0220 DESIGN BY: AMZ DRA~ BY, AMZ RrnEll{D BY, WRL LINSCOTT, LAW & GREENSPAN 1565 HOTEL CIRCLE SOUTH. SUITE 130 SAN DIEGO, CA 92108 CONTACT: SAUL KANE (619) 299-3090 MELCHIOR LAND SURVEYING, INC. 5731 PALMERWAYSUITEG CARLSBAD, CA 92008 CONTACT: DOUG MELCHIOR (760) 438-1726 NINYO & MOORE ARTIST 5710 RUFFIN ROAD SAN DIEGO, CA 92123 CONTACT: FRANCIS MORELAND (858) 576-1000 KIM EMERSON (619) 280-3707 FAX (858) 576-9600 Underground Service Ater! Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SHEETS 100 l-----+--1------------l----l---l--J___--I I SH2EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ::===-==========-==~ DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK COVER SHEET C-1.0 OWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZ/GIC/W PROJECT NO. 38022 DRAWING NO. 421-SA C I\)~ 0 C') "T1 ~ ~ I\) 0~ 0 01 ► L -CELSQC Consulting Engineers & Land Surveyors of Colifomio Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. I I I I ___ _J L .,. -- SCHMIDT DESIGN GROUP, INC. ••• •• \ .• , •••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2.138, NV 219, AZ 34139 --------- • Jf!!'l" , <!Ill.ITT ~-•-' MADISON STREET-~ = F LC FLORES LL.NO CONSUL TANTB PROFEBIBIONAL ENGIINEERB 7rm TRACE 81 i & '., 8UTE ,m SAN CEBO, CALFCFNA llill2'RI [815B] FAX [a5BJ IEWJ DATE: 11-04-04 CHASE PARK (NOT A PART) - ASPH 50 -0 -- GRAPHIC SCALE 0 50 100 ( IN FEET ) I INCH-50 F"l' CUP 03-18 RECORD DRAWINGS L EXISTING UTIUTIES HAVE BEEN LOCATED APPROXIMATELY FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. DRAWINGS FROM THE DEMOLITION OF THE OLD PINE SCHOOL WERE NOT AVAILABLE, CONTRACTOR SHALL TAKE CAUTION AND SHALL NOTE ANY UTILITY STUBS FOUND DURING CONSTRUCTION OF THE PROJECT ON THE AS-BUILT PLANS. 2. RECORD DRAWINGS REFERENCTD FOR THIS PROJECT ARE: DRAWING SET 134-3 (DATED NOVEMBER 1963) DRAWING SET 360-5 (DATED DECEMBER 1999) "CARLSBAD SENIOR CENTER" DRAl'l1NGS (DATED APRIL 1988) LEGEND --EXISTING MAJOR PROPERTY LINE ------------------------------EXISTING INDEX CONTOUR (5') EXISTING INTERMEDIATE CONTOUR (1') EX 12• VI EXISTING 12" WATER LINE EX 10• W EXISTING 1 o• WATER LINE EX WTR EXISTING UNKNOWIN SIZE WATER LINE EX SS EXISTING UNKNOWIN SIZE SEWER LINE EX 4" 55 EXISTING 4" SEWER LINE II" ,a.•,... EX 10• SS EXISTING 1 o• SEWER LINE EX :JHE EXISTING OVERHEAD ELECTRIC ., ~· EX ID.E EXISTING TELEPHONE 42" ST EXISTING 42" STORM DRAIN 48" 9T EXISTING 48" STORM DRAIN eo· ST EXISTING 60" STORM DRAIN 0 0 EXISTING FENCE LINE -----LIMIT OF WORK LINE l----+--+---------------1-----+------lf-----+------I I SH3ET I :=='....'::::========:::::'...'.::===: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 100 PINE AVENUE PARK EXISTING CONDITIONS PLAN C-2.0 APPROVED BY: FLC PROJECT NO. C0220 .__--+----+----------------+----1-----+--+-----I ls==--a,,----; DESIGN BY: AMZ ~~~ \\1LLM :PLUMMER //-IP-04 DATE DRA'MJ BY: AMZ DATE INITIAL DATE INITIAL REvlE\\fD BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: AMZ DA TE INITIAL CH K D BY: AMZ/GIC CITY APPROVAL RVl',IJ BY: AMZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-SA Underground Service Alert Call: TOLL FREE 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons end property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify end hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com lie. CA 2138, NY 219, AZ 34139 KEY MAP (NTS) DATE: 11-04-04 F LC FLOAEB LU\Cl CONISLL TANTB FLC PROJECT NO. C0220 PFICFEBBIONAL ENGINEERS DESIGN BY: AMZ 7Si!O 'T'FW:15 8 ! I & I, a..rTI!!! 'lilO. 8AN Cl!!00. CALPCFNA E1521 (115B) FAX (Bl5Bl C&i:7 DRA'M-l BY: AMZ REVIEWED BY: WRL CITY OF CARLSBAD EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT THE CITY OF CARLSBAD PUBLIC WORKS DEPT. AT (760) 602-2720. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEV1CES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 'MTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTIER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLE11ED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATIE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TIED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PR011ECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AF11ER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE 'MTH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES {90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATIE OF CALIFORNIA. ADDITIONAL EROSION CONTROL NOTES NOTICE TO THE CONTRACTOR: IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE WHATEVER MEANS NECESSARY TO PREVENT CONTAMINATIED STORM WATER FROM LEAVING THE SITE. LOCATIONS AND TYPES OF BMP DEVICES SHALL BE ADJUSTED AS NECESSARY OVER THE DURATION OF THE PROJECT TO ACCOMMODA 1lE CONSTRUCTION ACTIVITIES. 1. THE CONTRACTOR SHALL OBTAIN, READ, AND IMPLEMENT ALL PORTIONS OF THE STORM WATIER POLLUTION PREVENTION PLAN (SWPPP). 2. THE CONTIRACTOR IS RESPONSIBLE FOR DOING WEEKLY, PRE-STORM, MID-STORM, AND POST-STORM INSPECTIONS IN ACCORDANCE 'MTH THE SWPPP. 3. THE CONTRACTOR IS RESPONSIBLE FOR TIRAINING SUBCONTIRACTORS AT LEAST ONCE A MONTH OR AS NEW SUBCONTRACTORS MOBILIZE ONSITE. TIRAINING SHALL BE RECORDED IN THE SWPPP /SWPCP. 4. THIE CONTIRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NEEDED OR AS REQUESTED BY A CITY OFFICIAL, THE OWNER'S ENGINEER, AND/OR REGULA TORY AGENCY INSPECTOR. 5. PRIOR TO THE START OF DEMOLITION OR EARTHMOV1NG ACTIVITIES, THE CONTRACTOR SHALL INSTALL ALL PERIMETER CONTROLS AND THE CONSTRUCTION ENTRANCE PER THE PLANS. 6. THE CONTRACTOR SHALL INSTALL PROTECTION AROUND ANY EXISTING INLETS 'MTHIN THE PROJECT AREA AND PUBLIC RIGHT-OF-WAY AS INDICATIED ON THE PLANS, INCLUDING THOSE INLETS THAT ARE OUTSIDE THE LIMIT OF WORK LINE. 7. DURING THE NON-RAINY SEASON, THE CONTRACTOR SHALL STORE ADEQUATE SEDIMENT CONTROL MA 11ERIALS ONSITE TO CONTROL DISCHARGES AT THE DOWNGRADE PERIMETER AND OPERATIONAL INLETS IN THE EVENT OF A PREDICTED STORM. 8. EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR EMERGENCY WORK AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITIE AT CONVENIENT LOCATIONS TO FACILITATE THE RAPID INSTALLATION/CONSTRUCTION OF 11EMPORARY EROSION CONTROL MEASURES \\tlEN RAIN IS IMMINENT. 9. CLEARING ANO GRUBBING SHALL BE DONE ONLY IN AREAS 1'11-!ERE EARTHWORK 'MLL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE 'MTHIN 14 DAYS AFTER CLEARING AND GRUBBING OPERATIONS HAVE CEASED. 10. DISTURBED AREAS OF THE Sl11E WHERE CONSTRUCTION ACTIV1TIES HAVE CEASED FOR MORE THAN 14 DAYS SHALL BE 11EMPORARILY STABILIZED 'MTH ONE OR MORE APPROPRIA 1lE BMPs. GRAPHIC SCALE 50 0 50 100 ( IN FEET ) I INCH~ 50 FT CUP 03-18 CITY OF CARLSBAD TEMPORARY EROSION CONTROL NOTES: PLANTING AND IRRIGATION ALL PERMANENT AND 11EMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFlCATIONS AND THE FOLLOWING: A, HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STIEEPER WHEN THEY ARE (a) THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET (b) ALL SLOPES ARE 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: (a) NOT SCHEDULED FOR IMPROVEMENT (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING, (b) IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC, (c) HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATIED IN ACCORDANCE 'MTH THE FOLLOWING CRITIERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: (a) THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA11ED BY HAND WA11ERING FROM QUICK COUPLERS/HOSE BIBS OR CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE, (b) GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTIEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL FOR THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE H\'llROSEEDED SLOPE. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: (a) 20 LBS. PER ACRE OD ROSE CLOVER, (b) 20 LBS. PER ACRE OF ZORRO FESCUE, (C) 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA (d) 4 LBS. PER ACRE OF ACHILLEA MILLEFCUA, (e) 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW), (f) 0.5 LBS PER ACRE OF DIMORPHOLECA, (g) I11EMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTIED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STIRUCTURES, (h) ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYRDOSEEDING, (i) ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON, SAID CONTAINERS, (j) NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTIED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MA 11ERIAL. 1'11-!EN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATIE SULFA11E, 16-20-0, 1'11TH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTIED BY ANY OR A COMBINATION OF: (a) TRACK WALKING SLOPES GREATER THAN 6: 1, (b) HARROWING AREAS 6: 1 OR FLATTIER THAT ARE SUFFICIENTLY FRIABLE, (c) RIPPING AREAS THAT 'MLL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: (a) ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATIED SEED BED, (b) THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. E. H\'llROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A V1GOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED, OR FOR AREAS 1'11-!ERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS ARE RELEASED. 1------1---+----------------f----+--+----+---I I SH4ET I :==='....::::::::========='-'==~ CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 100 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1A KEY MAP C-3.0 APPRO~D BY:. ?_)./ &-,/ ~Av, tf,. /-:;Zr~ //-/tJ-04 wIT.UAM ~PLUMMR RCE28176EXP.3-31-06 DATE DWN BY: AMl CHKD BY: AMZ/GIC RVWD BY: AMZ/GICIWR PROJECT NO. 38022 DRAl'l1NG NO. 421-SA C .,::.. :E 0 G) 'Tl .,::.. I-Ji, I\) 0 I-Ji, 0 01 )> ,c a:: ~. LL i==/=====so~ I ::;; ---' ----- l:i 0 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ..... ·- N :W.32'44" W ~ ...J LL 10(186 r --r ,-1 ~ -,-~ ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, reol or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. I(! l;j ~ 0 ...J LL MATCH LINE SHEET C-3.2 SCHMIDT DESIGN GROUP, INC. ••• , •i ,, • ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 ~ ...J LL FLOW Ii! ~ s I l J~ LJ--------- I Q_ 1() < \ _j LL I -- U! I / I I \ _.,,., ' ·-,..._ ,/ I I I I - I I - I I I I > I I I I I I I I I - CUP 03-18 LEGEND EXISTING PROPERTY LINE -------------EXISTING INDEX CONTOUR 5' EXISTING INTERMEDIATE CONTOUR 1' --{)-_ ---{ EXISTING CHAIN LINK FENCE EXISTING TREES & SHRUBS ----fl 00" STI------EXISTING STORM DRAIN -------LIMIT OF WORK LINE • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • PROPOSED SILT FENCE 0 PROPOSED GRAVEL BAG BARRIER~ ----,.. sr------PROPOSED 24" RCP STORM DRAIN ~~~ PROPOSED CONSTRUCTION ENTRANCE@ 0 NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, WHICHEVER IS MORE STRINGENT_ INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS MORE STRINGENT. G) INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTRANS DETAIL TC-1 (TYPE 2), WHICHEVER IS MORE STRINGENT. 0 INSTALL GRAVEL BAG BERM PER CAL TRANS SS-9. NOTE TO CONTRACTOR: CAL TRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.0. REFER TO SHEET C-3.0 FOR EROSION CONTROL NOTES !-• .__.._-1•+-11 -I -I -I -I -I -I -I -I -I -t _, -Ii KEY MAP (NTS) DA1Et 11-04-04 F LC FLORES LL.N:l CONSUL TANTB FLC PRO.ECT NO. C0220 FIAOFE ■■IONAL ENGINEEFIS DESIGN BY: AMZ 7'8KJ TRACE SI -=-~•.-a.IT!: 9J,. BAN CEBCJ, CAL.l'CFNA 1IRl2"I (BO!BJ FAA (l!l!B) MP' DRAWN BY: AMZ RE'vlEWEO BY: l'IRL GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 INCH= 20 FT l---+---+-----------l-------l---+----+---I I SH5EET I CITY OF CARLSBAD SHEETS ~===-===EN:'::G::::IN:::::E::E:::Rl:::::NG::::::::D:::EP::::A::::R:::::T::::ME:::N:::::T==='-==1=Q=Q~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1AC-3.1 APPROVED BY: ~ !7 Q/,., ·-~ ~~--CL 7 ~ /1-1,t-o,4 lifLAMI' LUMMER RCf 28176 EXP. 3-31-06 DATE OWN BY: M'.Z CHKD BY: AMZIGIC RVWD BY: AMZ/GICNVR PRO.£CT NO. 38022 DRAWING NO. 421-5A C 01 :E 0 G') 'Tl ~ f-1i. I\) 0 f-1i. o• ~ -I -I -I -I -I -I _,, EXISTING NIOR CENTER ]j I I (1 lj) <[ u z 0 u I _J I ---·------I----··· I C MATCH LINE SHEET C-3.1 1 I -r . -- i I' ~ ~-~-!-1_1_!_1_1_1_ ~ ~ ~ s: s~ 0 .....I "' ss LL "' ss EX SS N J4'Y-'(U" W lib 17 I i! 'j I lo-, .• ,,,.., •. _, __ WORK ·......,.-----------. .:::~ _I_I_I_I_I_I_I_I_I ----EX ss ---- I I' 'I ' I I I I £J< ss ---- s: 0 .....I LL fl8 \' :~4 A~.891: . N··-~,l_ ~-~~:7.. I\J El~! 4~.6t!'I UL I VJ'. 1 ill ti ~IMIT OF WORK 1 ,_ I ! 11 I' ' I ·. I ' . I " " ill ti . l-.... ... ... .... ..... ..... .. ...... ......... .. .... - i I I I I ,,.I '1 ' 1, !I \ (' 1 (;) C UJ ~) . _1-+ ______ ..J_ I 4" POLE SHADE CANOPY _I_I_I_I_I_I_I_I_I_I ' POLE ' POLE .... :ii: . ::::L .c-c:·=:: : . .... I .... : ---•--= 7 ! ~ ,0, \ s: 0 .....I LL "' ,0, -I ' ' EX SS . I I _....., ____ .... ___ .._, ___ . _______ ~w-www-•---~-••-•---------r•-~----'•-•-•-1.---------•·~-,....,w-•---•--~---•-•----.,....------•--·-t:::=~--=c..= ·················~···~· 1--------AL['EY==---___ .,.•,;,.'!-_, -------ALL =--;::;::::=.___--. /\SPH E ISTING 1RESID . NTIAL (NOT A PART) Underground Service Alert Call: TOLL FREE 1-800 227-2600 ------B------------...... ~-..-- u z '·. Cl u z () () l Cl. /) 0: --7 I\ >-w \ I LIMIT OF WORK ,, NOT A PART I ~~) c,1 I ·:,; •• t I I I I I I I I I I I I ), -+X OI I - I I I ~ I -I- I I I I ■ I 1··-- 1 I I I I ~ C"') I (.) I-w w I en w z .....I I (.) ~ ~ 20 CUP 03-18 LEGEND EXISTING PROPERTY LINE -EXISTING INDEX CONTOUR (5' EXISTING INTERMEDIATE CONTOUR 1' EXISTING CHAIN LINK FENCE EXISTING TREES & SHRUBS ----EX 00" ST------EXISTING STORM DRAIN -------LIMIT OF WORK LINE • • • • • • • • • • • • • PROPOSED SILT FENCE@ co, • • = , • • •=· PROPOSED GRAVEL BAG BARRIER~ ----2•· sr------PROPOSED 24" RCP STORM DRAIN ~ PROPOSED CONSTRUCTION ENTRANCE@ @ NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3. SHEET CD-1.0 OR CALTRANS DETAIL SC-1. WHICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS MORE STRINGENT. @ INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTRANS DETAIL TC-1 (TYPE 2), WHICHEVER IS MORE STRINGENT. 0 INSTALL GRAVEL BAG BERM PER CALTRANS SS-9. NOTE TO CONTRACTOR: CAL TRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET C0-1.0. REFER TO SHEET C-3.0 FOR EROSION CONTROL NOTES GRAPHIC SCALE 0 20 40 ( IN FEET ) 1 INCH~ 20 FT TWO WORKING DAYS BEFORE YOU DIG t----t--+-----------+---+-----+--+----11 SH6EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~==='-=========:::'...'::=~ SHEETS 100 ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons ond property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional, CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 KEY MAP (NTS) OAIT: 11-04-04 F LC FLORES LL.NO CCINBU... TANTB FlC PROJECT NO. C0220 PPIDPl'ES ■IDNAL ■NGINEEFtB DESIGN BY: AMZ 7RlilO TRACE 8 ! I & : , aJTE '91 9AN Cl!9CJ. CAl.FClR'-IA IIRl21 (!ll!5B) FAX (Bl!ISl l!l!IB C&!J ORAv.,.1 BY: AMZ REVIE'NED BY: WRL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1A C-3.2 APPROVED BY: ~-z;_~ l/-/tJ-04 WILLAM :PiIMMERR28176EXP.f..31-06 DATE DWN BY: AMZ ,._D_A_TE_~I_NI_TI_AL-+_D_A_TE_~IN_ITI_A_L_. CHKD BY: AMZ/GIC OTHER APPROVAL CITY APPROVAL RV\'/!l BY: AMZ/G!C/WR PROJECT NO. 38022 DRAYi,NG NO. 421-SA M (.) 1-w w I Cf) w z ....J I u i ,~ I I I I I /'., -\ I ' I I I \ I \ I I I , I I c· . .J (() i I I I I I I I I I I > I I I I I I I I I t I l ' \ \_ ./ ( , ,/ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I , I ' I / / I C) co j j :s: 0 ....J LL / I LlASf.B/11..L FIU . .D I I I I ( I \ \ / / / ~ ....J LL :s: 0 ....J LL / / \ MATCH LINE SHEET C-3.4 \ ' I I \ I I \ () lO \ ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility SCHMIDT DESIGN GROUP, INC. for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made ta apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be In writing and must be approved by the preparer of these plans. ••• • • • •• BALANCING ARTISTIC EXPRESSION IN DESICN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236•1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 3 [ii X -~ ,,, ::'.i:J: 0. VJ <( ' \ ' ~\ c '" X 1 w ,,, ' ' '· 3 X '" 1rf' "' c~ u ,o ' ' "' C) 0 7 7 C) 0 ?I: . "' " C, ~ 0-"' cu '"' a. X ()_ '" ~ "' C.I I ht " lt, ' ill UC I !?i u ~-- ' Q. c, " I ,o 01 '. I c:i "~ " '" ,:;· z: ~ (/) ~:- X >< (,0 '" l'-t; -,_,j I H I ' \ \ \ I 20 CUP 03-18 LEGEND EXISTING PROPERTY LINE EXISTING INDEX CONTOUR 5') EXISTING INTERMEDIATE CONTOUR 1' EXISTING CHAIN LINK FENCE EXISTING TREES & SHRUBS ----ex so· ST------EXISTING STORM DRAIN ------• LIMIT OF WORK LINE • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • PROPOSED SILT FENCE G) =• • • • •: =::• • • · •:c,, PROPOSED GRAVEL BAG BARRIER®@ ----,.. sr ------PROPOSED 24" RCP STORM DRAIN ~ PROPOSED CONSTRUCTION ENTRANCE@ G) G) NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, WHICHEVER IS MORE STRINGENT. INSTALIL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS f.tORE STlRINGENT. INSTALL CONSTIRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTlRANS DETAIL TC-1 (TYPE 2), l',HICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG BERM PER CAL TRANS SS-9, NOTE TO CONTIRACTOR: CALTIRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.0. REFER TO SHEET C-3.0 FOR EROSION CONTROL NOTES GRAPHIC SCALE 0 20 40 ( IN FEET ) I INCH~ 20 FT 1---+---jf--------------+----+---+-----+-----t I SH?EET I CITY OF CARLSBAD SHEETS ~:::::::::::::::'...':::=='::EN::::G:::IN:::E:::ER:=IN:::':G::::::D:::EP:::':A:::':R:::':TM::E:::N:::':T===--'==1=Q=Q~ KEY MAP (NTS) PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1A C-3.3 DATE, 11-04-04 F LC FLORES LU\D CONBLL TANTB ~FIOPEBSIONAL ENC81NEERB 7a!O TRACI:: 6 I ll I, SlJTE 1lilO. BAN DEGD. CALFCFNA 1i1R111 [l!EB) FAX (W] ~11!1 ~; APPROVED BY: ./ ~ C0220 t---+----t-------------------t-----t----i-----i-------t 1-,,,:M!L<~~¢~q,,;¼~""''4!>;'11-3~-~==z;~, · ,+~""2~ .. '+2a/4M~H;:!:«C:::,..;;;,,_=-//· /tJ-t14 '-==~--------t WILLIAM E. PLUMMER RC286 EXP. 3-31-06 DATE DE9GN 8'" AMZ t---+----t-------------------t-----t----t----t------t ~;;=;;;::==:::::;=;-;:::=========::;-;:=====~ DRAWN BY, AMZ DATE INITIAL DATE T OWN BY: AMZ PROJECT NO, DRAWING NO. DA TE INITIAL INI IAL CHKD BY: AMZIGIC RrnE..-n BY, 'IIRL ENGINEER OF WORK REVISION DESCRIPTION i--O-TH-ER_A_P~P-RD-V-AL--t-C-ITY-A~PP_R_O_VA-L--t RVWD BY: AMZIGICIWR ~---3_8_0_22 ___ ~ 421-5A FLC PRO,/ECT NO. ti I I _I_I_I_I_I_I_I_I_I_ ....... :i-. --::--~-:--=·-~--::---- N C") I <.) I I I I I I I I 1-w w I en w z __J I I ~ I ~ 0 __J u.. -1- ~ -i DHE -------EX OHE ----LX IJHI ----EX OHE ----t, ... I I I I I EX SS I I ~ 0 u.. EX SS "' X -MATCH LINE SHEET C-3.3 -I -I -I -I -I -I -I -_/:~ I /·/ - /,/ ~ u.. 0 __J u.. I ■ I .. I I I /J) ex 0,,, k J. I,• !I• •.111 • • • • • • • 111. • • • • • • • !' • • • • /. • • • •: • • • • • • ► • •,_!! • 'i:_ 0.f _,. --- I ........................ - t~ .'Jl:,_(.1,1 ~/ .')k,>i MATCH LINE ALLEY Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. s CHM IDT O E Si G N GROUP, INC. ••• 4f.i •. l:,i ••·•• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 - -Jj X "' N C") I <.) Gj w I en w z -__J I <.) ~ ::E .. I I I I I I KEY MAP {NTS) I I I I I c: .. DAIT, 11-04-04 MATCH LINE ALLEY _,. - ~711••·-••'••· I FLOW CUP 03-18 LEGEND EXISTING PROPERTY LINE EXISTING INDEX CONTOUR (5') EXISTING INTERMEDIATE CONTOUR 1' ----: . .J---u----o----EXISTING CHAIN LINK FENCE O (]0 cJC) EXISTING TREES & SHRUBS ----o 110•sr·-----EXISTING STORM DRAIN -------LIMIT OF WORK LINE • • • • • • • • • • • • • PROPOSED SILT FENCE (I) ·=·=•=o:::,:,:•=·==-=-=-=-=•· PROPOSED GRAVEL BAG BARRIER~ ___ ,.. sr------PROPOSED 24" RCP STORM DRAIN ~ PROPOSED CONSTRUCTION ENTRANCE@ 0 0 NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, WHICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS MORE STRINGENT. INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTRANS DETAIL TC-1 (TYPE 2), WHICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG BERM PER CAL TRANS SS-9. NOTE TO CONTRACTOR: CALTRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.0. REFER TO SHEET C-3.0 FOR EROSION CONTROL NOTES , I . £ , I \ s1. lj ft-' 1 -o-I j : ~ 6' • • -i l'l . , -----------LIMIT f WORK LIMI :1 i L_J GRAPHIC SCALE 20 0 20 ( IN FEET ) 1 INCH~ 20 IT I I .. , 40 i 1, "' ' 0 "' C0 0 :,-,, (0 :;~ " r::,: Le.I C, " l,,J ;ca; l.!l UJ 0 > CL . ,~ ' C:> z t;; f""- U'> X Cu l ' , " w :::>I z: J:wl '2> j <( :.:n 1-i N ";, (;) :::,i ' ... z! I-en W1 Ii 01 ' 0 SHEETS ~ CITY OF CARLSBAD l---+----+-----------------1-----le--+--+----I ~ ENGINEERING DEPARTMENT l----+---+----------------+----11----+----+--~ 100 PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1A C-3.4 APPROVED BY: F LC FLORES LLl'D CONBUL. TANTB FLC PRO.ECT NO. C0220 ---+---+----------------+---1----+---+----I ~A~-~ ~ /1-10-t7& ctl.\ Y LUMMERRCE28176£XP.--=3-31-06 DATE F'FIOFEBBIONAL ENGIIINEEFIB DESIGN BY: AMZ AMZ DA TE INITIAL DA TE INITIAL WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: AMZ DA TE INITIAL CHKD BY: AMZIGIC CITY APPROVAL RVWD BY: AMZ/GICIWR PROJECT NO. 38022 DRAWING NO. 421-5A C (X) :E 0 C') ,, .i:ii. ~ I\) 0~ 0' ~ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG m CELSOC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional hanmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• •• J • ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 KEY MAP (NTS) OATE, 11-04-04 GOVERNING AGENCIES & UTILITY CONTACTS UNDERGROUND SERVICE ALERT: UNDERGROUND SERVICE ALERT (800) 227-2600 GAS & ELECTRIC: SAN DEIGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: (800) 411-7343 NEW SER\1CE (877) 789-9866 CABLEVISION: ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 (760) 931-7000 TELEPHONE: SBC NEW PHONE (800) 310-2355 SEWER & WATER: CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 (760) 438-2722 50 STORM WATER: CITY OF CARLSBAD STORM WATER HOTLINE (760) 602-2799 PARKS AND RECREATION: ADMIN: CARLSBAD PARKS & RECREATION 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 (760) 434-2826 ENGINEERING: CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2720 BUILDING: CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2700 INSPECTION: (760) 602-2725 FIRE: FIRE DEPARTMENT ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 (760) 931-2141 EMERGENCY: 911 POLICE: POLICE DEPARTMENT ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 (760) 931-2131 EMERGENCY: 911 GRAPHIC SCALE 0 50 ( IN FEET ) I INCH-50 FT 100 CUP 03-18 DEMOLITION NOTES 1. DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS, AS INDICATED ON PLANS, WITHIN LIMITS OF WORK UNLESS INDICATED OTHERWISE. KEY NOTES REFER TO TYPICAL ITEMS OF DEMOLITION AND ARE NOT ALL-INCLUSIVE. 2. THE CONTRACTOR SHALL NOTIFY DIGALERT (1-800-227-2600) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE SHUT DOWN, DISCONNECTION AND CAPPING OF EXISTING UTILITIES WITH THE APPROPRIATE UTILITY OWNERS PRIOR TO COMMENCING THE WORK. 3. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES TO REMAIN. 4. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SEARCH OF AVAILABUE RECORD DRAl',jNGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY WORK. 5. RECORDS OF THE PREVIOUS PINE SCHOOL DEMOLITION WERE NOT AVAILABLE. UTILITY PIPES MAY HAVE BEEN ABANDONED IN PLACE. IF ENCOUNTERED DURING GRADING, EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS, THE CONTRACTOR SHALL REMOVE FOUND PIPE(S) SO AS TO PREVENT FURTHER CONFLICT WITH PLANNED IMPROVEMENTS. THE CONTRACTOR SHALL CONTACT SDG&E TO ENSURE ALL GAS & ELECTRIC SERVICE TO THE SITE HAS BEEN DISCONNECTED PRIOR TO THE START OF ANY DEMOLITION OR DIGGING. 6. COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINS WITH NEW TREE LOCATIONS, MECHANICAL/ELECTRICAL FACILITIES, AND OTHER INSTALLATIONS. REFER TO LANDSCAPE, PLUMBING, ARCHITECTURAL AND ELECTRICAL DRAl',jNGS FOR ADDITIONAL INFORMATION. 7. ALL EXISTING "DRY" UTILITIES SHOWN HEREON ARE FOR INFORMATION PURPOSES ONLY. REFER TO ELECTRICAL PLANS AND APPROPRIATE UTILITY COMPANY PLANS FOR ANY WORK ON OR WITH THESE UTILITIES. 8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. AS-BUILT REQUIREMENTS 1. CONTRACTOR SHALL "AS-BUILT" AND NOTE ON THE PLANS: SER\1CES: WET & DRY UTILITIES LATERALS: WET & DRY UTIL TIIES METERS: WATER, RECLAIMED WATER & IRRIGATION INVERT ELEVATIONS: SANITARY SEWER & STORM DRAIN CLEAN OUTS MANHOLES CATCH BASINS l---t----+-----------t--------l--+--+---11 SH9EET I CITY OF CARLSBAD SHEETS ~=='--'===:EN:=G:::::IN:::E:::ER:::::l:::::N G:::::::D=:EP:::::A:::::R:::::T::::ME::::N:::::T==::....::=1=Q=Q~ PINE AVENUE PARK DEMOLITION PLAN KEY MAP C-4.0 F LC FLCFIES LUNO CCINSLL TANTS FLC PROJECT NO. C0220 t------t----+-----------------------j---t----tr---t----t APPROVED BY:_ ,a / A::r.u-T~ 7': / :;;.,-,a~ //·/tJ-()4 wiITIAfAE.PliJMMER RCE28176EXP. 3-31-06 DATE PROFESSIONAL ENBINEEFIS OESIGNBY: 7B1D TRACI! BI I. l!UTE 'li!O. SAN CEGO, CAL.FCFNA. 9l2'R'I (8rlBJ FAX(Sl5B) &J DRAWN BY: REVIEYED BY: AMzl----+---+----------------+---+----+---t----1 ~;;;:::;;;:;:::===:::;:::::::;-;========:::;;:===~ DWN BY: AMZ PROJECT NO. DRAWING NO. AMZ DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: AMZ/GIC WRL ENGINEER oF WORK REVISION DESCRIPTION omrn APPROVAL CITY APPROVAL RVWD BY: AMZJGICNVR 38022 421-5A DEMO TO N AR S EXPANSION JOINT. END SIDEWALK DEMOLITI~~ I I! 6 ~ (_ ~ PROTECT ELECTRICAL TRANSFORMER IN PL 'f -I [-~r-1 I ·--12~ ., . II tuf s)N1TARY st~ LATERAL. CAP EASTERLY PORTION WITH CAP OF SAME MA TERI AL AND SIZE AS EXISTING SEWER • ! • .. .. I -~• ls Ii s: ' lsl ~., ~: . . I .. ~ ~! ■ ~ ATERAL. INSTALL CLEANOUT~.d----"4--c"4-' ·,, AND REROUTE SEWER SERVICE PER Tl-IE WET UTILITY PLANS (REFER TO SHEET C-7.0) / // /•.,. EXISTING F // ,/'·, POLE TO REMAIN, / /' ,)'ROTECT IN PLACE; · .. //" ,,>~, i / / .,/ ,\.. ~// /'. ISTING //• / ... R CENTER-/~/,/·, / / ' REMAIN / .. c, T, ' ~'-\" ' ' '-'· / 1_1_,_,_1 _1_1_1_1_ C NC ........... OORDINA TE REMOVAL OF EXISTING PLANT MATERIAL 'Mll-1 NEW LANDSCAPE PLAN (REFER TO SHEET P-1.1) BUSHES, SHRUBS, 14 & TURF ALONG FENCE LINE ., ---•"~·'-, \:~ 6',. :----~-----·-····-··~-- 1• -1 !-1--I " <I " <I 16 CLEAR AND GRUB. REMOVE ALL DELETERIOUS MATERIALS 6 INCHES IN LARGEST DIMENSION AND GREATER, REMAINING FROM PREVIOUS DEMOLITION OF SCHOOL STRUCTURES. EXISTING UTILITY LINES MAY STILL EXIST BELOW GRADE. ANY PIPES, 'MRES OR OTHER APPURTENANCES UNCOVERED DURING SITE GRADING AND/OR UNDERGROUND UTILITY INSTALLATION SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE MANNER. XISTING FICUS TREE PROTECT IN PLACE EMO EXISTING SHRUBS BENEA TREE, ADJACENT TO FENCE lll ~ / / / / 7/ / / / / / BM{oO ISTI G SEWER IN PLACE. / EClflCA TIONS. / / / 0 EC~R _/ I ALL P / / XISTING FICUS TREE PROTECT IN PLACE / / / <I / / / MATCH LINE SHEET C-4.2 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers cit: Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plons. All changes to the plans must be in writing and must be approved by the preparer of these plans. GRAPHIC SCALE 20 0 20 ( IN FEET ) I INCH= 20 FT SCHMIDT DESIGN GROUP, INC. ••• , 4flt ', ., ••• , BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 40 XISTING FICUS TREE PROTECT IN PLACE / / / / / / / / / / / / / / / / / / Ill 1j / 23 • .. •• • ., ..... 16 / 27 / / / / / / REMOVE ALL IRRIGATION LINES, SPRINKLER HEADS, AND RELATED APPERTURNANCES I ·~ .. "'1" I 1u .1-w 24 W :c -~ _z l,_J :c ·u ·~ .~ I I I I I I I I I I I I I I I CUP 03-18 LEGEND ----EXISTING MAJOR PROPRETY LINE EXISTING MINOR PROPRETY LINE EX tO" W EXISTING WATER LINE TO REMAIN ------.. ·---·--E:X 10" SS-------------------- . ,fl( 1 ?" ss----EXISTING SEWER LINE TO REMAIN ---EX 48~ ST------EXISTING STORM DRAIN TO REMAIN ----E),: 6C" ST----- EXISTING CURB/CURB & GUTTER TO REMAIN EXISTING OVERHEAD ELECTRIC TO REMAIN ----F.X r G/1.S-- --fX 4~ G.!o~, ·• EXISTING GAS LINE TO REMAIN ---EX OHE -----EXISTING OVERHEAD ELECTRIC TO BE REMOVED EXSS ------ 0000 () (JO 0() 0-----------c~- EXISTING UNDERGROUND TELEPHONE TO REMAIN UNKNOWN SEWER LINE TO BE ABANDONED EXISTING TREE(S) TO BE REMOVED (TO BE TAGGED BY CITY) EXISTING TREE(S) TO REMAIN EXISTING FENCE TO BE REMOVED EXISTING FENCE TO REMAIN -·-·-·-·-·-·-EXISTING B INCH TO 2 FOOT WALL TO BE REMOVED 11 @ 17 EXISTING CONCRETE TO BE REMOVED EXISTING PLAYGROUND TO BE SALVAGED & RELOCATED EXISTING CURB/CURB & GUTTER TO BE REMOVED NOTE LEGEND REMOVE AND DISPOSE OF EXISTING ASPHALT REMOVE AND DISPOSE OF EXISTING CONCRETE REMOVE AND DISPOSE OF EXISTING CONCRETE CURB & GUTTER REMOVE EXISTING TREE AND/OR BUSHES, INCLUDING STUMPS AND ROOTS. EXISTING PLAYGROUND EQUIPMENT TO BE REMOVED AND RELOCATED. REFER TO LANDSCAPE ARCHITECT'S PLANS. EXISTING FENCE TO BE REMOVED AND DISPOSED OF. PERIMETER FENCE MAY BE USED AS CONSTRUCTION FENCING IF FOUND TO BE ADEQUATE AND MEET CITY STANDARDS. PROVIDE SCREENING ON FENCE IF USED FOR CONSTRUCTION. REMOVE PERIMETER FENCE UPON OR NEAR COMPLETION OF THE PROJECT. REMOVE AND DISPOSE OF EXISTING TRASH ENCLOSURE AND CONCRETE @B EXISTING ELECTRICAL PANEL BOX TO BE REMOVED. CONTRACTOR SHALL COORDINATE WITH SDG&E. 19 20 REMOVE AND DISPOSE OF EXISTING BLEACHERS. ~S Hfil COORDINATE WITH CITY OF CARLSBAD PARKS & RECREATION REGARDING RELOCATION. EXISTING SHADE STRUCTURE TO BE REMOVED AND RELOCATED ON-SITE AT THE DIRECTION OF THE CITY. EXISTING ON-SITE OVERHEAD ELECTRIC LINES AND POLES TO BE REMOVED BY CONTRACTOR. COORDINATE ELECTRICAL DISCONNECT WITH SDG&E. REMOVE AND DISPOSE OF EXISTING 8" HIGH TO 2' HIGH RETAINING WALL. REMOVE STAIRS WHERE APPLICABLE. EXISTING BALL FIELD LIGHT & POLE TO BE REMOVED. CONTRACTOR SHALL COORDINATE ELECTRICAL DISCONNECT PRIOR TO REMOVING LIGHTS. NOT USED. EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH SDG&E; REFER TO ELECTRICAL PLANS. REMOVE AND DISPOSE OF EXISTING POWER POLE WHEEL STOPS. SANITARY SEWER LATERAL TO BE ABANDONED. REFER TO WET UTILITY PLANS FOR REROUTING. CUT SEWER LATERAL AND CAP PORTION TO BE ABANDONED USING MANUFACTURED CAP OR PLUG OF SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMl'ID STANDARDS. SHOW LOCATION OF END OF PIPE ON AS-BUILT PLANS. TEMPORARILY CAP WATER LATERAL USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL. SHOW LOCATION OF END OF PIPE ON AS-BUILT PLANS. 1_1_,_,_ -_t_t_t_t_t I-It CAP SEWER LATERALS TO PORTABLE BLDGS USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMWD STANDARDS. SHOW PIPE END LOCATIONS ON AS-BUILT PLANS. PROTECT MANHOLE AND WESTERLY FLOl'l1NG PIPE IN PLACE. KEY MAP (NTS) DA1E: 11 -04-04 F LC FLCl'IES LUNO CONSLL TANTS FlC PROJECT NO. C0220 PROFESSIONAL EEN~INEERS D£SIGN BY: AMZ '7Slal TRACE e ! I & ! , B.ffl! -m. BAN C1E80. CAIJa=NA. 8li!'21 (1!158] FAX ceeeJ ee; DRAWN BY: AMZ REVIEWED BY: WRL REFER TO SHEET C-4.0 FOR ALL APPLICABLE DEMOLITION NOTES. SHEETS ~O CITY OF CARLSBAD t---+---c-------------------+----+---t---t----l L1Qj ENGINEERING DEPARTMENT t---+---f-------------------+----+---t---t----l 100 DATE INlllAL DA TE lNlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK DEMOLITION PLAN OWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZ/GICIWR PROJECT NO. 38022 C-4.1 //·/(!-tU, DATE DRA'MNG NO. 421-SA I_ I_ I_ I_ I_ I_ 1 _._I,_ I /~/ / / / ii! I I . R TRODI ~ I p / MATCH LINE SHEET C-4.1 / / VIia I PLACE. NEW LATERAL T CONNECT TO MANHOL (REFER TO SHEET C-7. . / ~: ' / / i:q), '1.'.,,.11 ', / / / / / / / / REMOVE ALL IRRIGATION LINES, SPRINKLER HEADS, AND RELATED APPERTURNANCES / EXISTING UTILITY LINES MAY STILL EXIST BELOW GRADE. ANY PIPES, WIRES OR OTHER APPURTENANCES UNCOVERED DURING SITE GRADING AND/OR UNDERGROUND UTILITY INSTALLATION SHALL BE REMOVED AND D SPOSED OF IN AN APPROPRIATE MANNER. t I I I I I I I I -.:t "'1" CUP 03-18 LEGEND ----EXISTING MAJOR PROPRETY LINE ----EXISTING MINOR PROPRETY LINE ;·;~ 12" W ----- E:~ HJ" W ---£:Z: 10· ss----- ----------F X 121" SS ------- -----------~)( 42• SI ----- ----f:X 48" ST----------- ---EX 2'' GAS------ ---"'X 1h U,S---··-------·-- ---EX OHE ----- ---EXss----- 0000 EXISTING WATER LINE TO REMAIN EXISTING SEWER LINE TO REMAIN EXISTING STORM DRAIN TO REMAIN EXISTING CURB/CURB & GUTTER TO REMAIN EXISTING OVERHEAD ELECTRIC TO REMAIN EXISTING GAS LINE TO REMAIN EXISTING OVERHEAD ELECTRIC TO BE REMOVED EXISTING UNDERGROUND TELEPHONE TO REMAIN UNKNOl'IN SEWER LINE TO BE ABANDONED EXISTING TREE(S) TO BE REMOVED (TO BE TAGGED BY CITY) EXISTING TREE(S) TO REMAIN EXISTING FENCE TO BE REMOVED EXISTING FENCE TO REMAIN ' LIMITOFWORK -~1.11,· ----L:T:~RK -.... •: ... · .. -.:,-.· -...• ··~,' ·., ] \ ___ Ll ____ Jl.e:..; _.o::,' i!.~Ll-"'J"-;.)-L' ..JI-"'! &.::.,,l-1..-LJ.!lls.e:.· -'-....Lc.:;1""i,i ____ ,\·:'-N:::' _'._''_'_.·.1_;.L1...,·1,!,_11-·(~-!._i'_·_s_1 __ ..,._-_-_-_-"-'~' ::::~.:::::::![_1 ______ *_-_-_-_ .. _-_-_-_ .. _-_-_-_ ... _'R __ E_M::O\IE::::::B_o_[_; .... l_A_R::::'_;.,_:::::_'4..' ... _-::_-::_4._•--' ::::::l::::::::-'_i ___ --i"'1_ ... ;_;~_-::;:-, I - I I (,) I-w w I -·-·-·-·-·-·-EXISTING 8 INCH TO 2 FOOT WALL TO BE REMOVED EXISTING CONCRETE/ASPHALT PAVING TO BE REMOVED I I ' ' ' i ' ].. r I 1! " :1 ;r~~ i , I u J:: ll_ 1/J <( , L If ;·1 i I ! i 'i '' ' d ' " I '' i '' ii i I I . ' Ti I' I I I ' I I I ~; 1-------·'--..... •------·-~------~------·---~----- i.--!\li!'I _I ------AL['EY-- ! ! i J_j i I i: Ii '' j I i' Ii I I' I; I, i,; I'"! i' 11 '' I i I i ! " Ii I: ' '' ' i ' ! .. I ' I I l) ,f 'S,: I I ;; l¾j 'i I, I I i; I 11 11 PROTECT EXISTING TREES ALONG FENCE LINE IN PLACE (TYP.) REMOVE ALL BUSHES AND SHRUBS I \ j i ' I I: ' ' 'i i I i I ; I i I --c--!Ol---"'---101----.,/□J-------,□--,,-i=t---D-----G-----P---Cr----0---[}----------!3-----------~--- Underground Service Alert E ISTINlfRESfD . NTIAL (NOT A PART) Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG L I) u, <C i"' - ' ,. ·----·-··-•--------·--__I GRAPHIC SCALE 20 0 20 ( IN FEET ) I INCH-20 FT ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in occordonce with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility s CHM I D T D E SI G N GROUP, I NC. for job site conditions during the course of construction of the project, including safety of oil persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. ••• I .) ¼, • ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 213&, NV 219, AZ 34139 (.) z u u :c ll u: <( ' I I I ~ Ji I .. -·-··-··· -------···-· ···•·-···-··-··' --_J PROTECT TREES IN PLACE REMOVE SHRUBS AND BUSHE.a---'<_ N 5 73. E 4 79.150 :,.: 0:: 25±LF CU : /1,SPH N 5 59. E 4 58. PROTECT TREES IN PLAC.°"""-t-t---- REMOVE SHRUBS AND ,-,, , BUSHES (TREES TO BE , PROTECTED IN PLACE) PROTECT EXISTING SCREENING W,AL. LL. IN rLAC i ! ' i -- BANDON EXISTING SANITARY SEWER IN PLACE. REFER TO SPECIFICATIONS. EX SS CLEAR AND GRUB. REMOVE ALL DELETERIOUS MATERIALS 6 INCHES IN LARGEST DIMENSION AND GREATER, REMAINING FROM PREVIOUS DEMOLITION OF SCHOOL STRUCTURES. en -w I z ...J u:i: ·~ <( .~ I ... I I ... I I I I ... I I I I I I I EXISTING CONCRETE TO BE REMOVED ~ EXISTING PLAYGROUND TO BE SALVAGED & RELOCATED 11 EXISTING CURB/CURB & GUTTER TO BE REMOVED NOTE LEGEND REMOVE AND DISPOSE OF EXISTING ASPHALT REMOVE AND DISPOSE OF EXISTING CONCRETE REMOVE AND DISPOSE OF EXISTING CONCRETE CURB & GUTTER REMOVE EXISTING TREE AND /OR BUSHES, INCLUDING STUMPS AND ROOTS. EXISTING PLAYGROUND EQUIPMENT TO BE REMOVED AND RELOCATED. REFER TO LANDSCAPE ARCHITEcrs PLANS, EXISTING FENCE TO BE REMOVED AND DISPOSED OF. PERIMETER FENCE MAY BE USED AS CONSTRUCTION FENCING IF FOUND TO BE ADEQUATE AND MEET CITY STANDARDS. PROVIDE SCREENING ON FENCE IF USED FOR CONSTRUCTION. REMOVE PERIMETER FENCE UPON OR NEAR COMPLETION OF THE PROJECT. 17 REMOVE AND DISPOSE OF EXISTING TRASH ENCLOSURE AND CONCRETE EXISTING ELECTRICAL PANEL BOX TO BE REMOVED. CONTRACTOR SHALL COORDINATE WITH SDG&E. 19 REMOVE AND DISPOSE OF EXISTING BLEACHERS. EXIS NG ALL FIELD STORAGE CONTAIN RS. CON AC HALL 2° COORDINATE 1'11TH CITY OF CARLSBAD PARKS & RECREATION REGARDING RELOCATION. EXISTING SHADE STRUCTURE TO BE REMOVED AND RELOCATED ON-SITE AT THE DIRECTION OF THE CITY. EXISTING ON-SITE OVERHEAD ELECTRIC LINES AND POLES TO BE REMOVED BY CONTRACTOR. COORDINATE ELECTRICAL DISCONNECT WITH SDG&E. REMOVE AND DISPOSE OF EXISTING 8" HIGH TO 2' HIGH RETAINING WALL REMOVE STAIRS WHERE APPLICABLE . EXISTING BALL FIELD LIGHT & POLE TO BE REMOVED. CONTRACTOR SHALL COOR DIN A TE ELECTRICAL DISCONNECT PRIOR TO REMOVING LIGHTS. NOT USED. EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH SDG&E; REFER TO ELECTRICAL PLANS. REMOVE AND DISPOSE OF EXISTING POWER POLE WHEEL STOPS. SANITARY SEWER LATERAL TO BE ABANDONED. REFER TO WET UTILITY PLANS FOR REROUTING, CUT SEWER LATERAL AND CAP PORTION TO BE ABANDONED USING MANUFACTURED CAP OR PLUG OF SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMWD STANDARDS. SHOW LOCATION OF END OF PIPE ON AS-BUil T PLANS. TEMPORARILY CAP WATER LATERAL USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL. SHOW LOCATION OF END OF PIPE ON AS-BUil T PLANS. CAP SEWER LATERALS TO PORTABLE BLDGS USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMWD STANDARDS. SHOW PIPE END LOCATIONS ON AS-BUILT PLANS. PROTECT MANHOLE AND WESTERLY FLO'MNG PIPE IN PLACE. REFER TO SHEET C-4.0 FOR ALL APPLICABLE DEMOLITION NOTES. SHEETS fSHEul1 CITY OF CARLSBAD f---1----+----------------+----,t---+----+-----t L.11J ENGINEERING DEPARTMENT 1-----t--+----------------t---t----t-----t----t 100 KEY MAP (NTS) DATE: 11-04-04 F LC FLORES LU\D CONBUL TANTB FLC PROJECT NO, C0220 PROFEBBIONAL ENGINEERS DE:SIGN BY: AMZ 711110 TPIADI! S ! I & I, B.ITE WO. SAN CEGQ. CALFCFNA SR1lt1 ll!llB) """'°"'"" FAX (El!IBJ Cff?7 DRA'M-1 BY: AMZ DATE INITIAL RrnE\1£D BY: WRL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK DEMOLITION PLAN OWN BY: AMZ CHKD BY: AMZIGIC RVWD BY: AMZIGICIW PROJECT NO. 38022 C-4.2 //-/0-04 DATE DRAl'l1NG NO . 421-SA I I I I I '"": ~ ~ - ~ I lli I :::r:: Cf) w z -....I :::r:: (.) ~ ~ I I I I I I I I I I I I I I )1 REMOVE ALL IRRIGATION LINES, SPRINKLER HEADS, AND RELATED APPERTIJRNANCES CLEAR AND GRUB. REMOVE ALL DELETERIOUS MATERIALS 6 INCHES IN LARGEST DIMENSION AND GREATER, REMAINING FROM PREVIOUS DEMOLITION OF SCHOOL STRUCTIJRES. . A -__ I 23 I I ... I_I_I_I_I_I_I_I_I_ - - _I_I_I_I_I_I_I_I_I_I_ I~ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I§ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liobility, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. MATCH LINE SHEET C-4.4 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 W\NW.sch m idtdesi gn.com Lie. CA 2138, NV 219, AZ 34139 ( 'I !w ,, 01 z· i (..? ' 3: Cl., _, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 11 11 I I I I 11 11 11 11 I I I I I I I, 11 a.ii 20 GRAPHIC SCALE 0 20 ( IN FEET ) 1 INCH~ 20 FT KEY MAP (NTS) CUP 03-18 LEGEND EXISTING MAJOR PROPRETY LINE EXISTING MINOR PROPRETY LINE ---.. ·-----····· .. -· EX 12" W EX 10" W EXISTING WATER LINE TO REMAIN ----------1·x ,o-ss-------------------EXISTING SEWER LINE TO REMAIN ---------·FX 12" ss----------· -- EXISTING STORM DRAIN TO REMAIN ., -------·-··---___ ,,,_, ____ ---------·. EXISTING CURB/CURB & GUTTER TO REMAIN -__ , -------- --·----··- EXISTING OVERHEAD ELECTRIC TO REMAIN ---EX 2" GAS-------EXISTING GAS LINE TO REMAIN ---EX 4" GAS------ ---EX OHE -----EXISTING OVERHEAD ELECTRIC TO BE REMOVED ---EX T::LE ------ EXSS ------ 0000 EXISTING UNDERGROUND TELEPHONE TO REMAIN UNKNOWN SEWER LINE TO BE ABANDONED EXISTING TREE(S) TO BE REMOVED (TO BE TAGGED BY CITY) EXISTING TREE(S) TO REMAIN EXISTING FENCE TO BE REMOVED --[}----{]------EXISTING FENCE TO REMAIN -·-·-·-·-·-·-EXISTING 8 INCH TO 2 FOOT WALL TO BE REMOVED r '/ //// '/ // J EXISTING CONCRETE/ASPHALT PAVING TO / ~ ~/ ~ ~1 BE REMOVED I.. . . ,"' - ' .--. < • -4 •. _IIJ ... ··, ·1 EXISTING CONCRETE TO BE REMOVED ® @ 17 19 20 EXISTING PLAYGROUND TO BE SALVAGED & RELOCATED EXISTING CURB/CURB & GUTTER TO BE REMOVED NOTE LEGEND REMOVE AND DISPOSE OF EXISTING ASPHALT REMOVE AND DISPOSE OF EXISTING CONCRETE REMOVE AND DISPOSE OF EXISTING CONCRETE CURB & GUTTER REMOVE EXISTING TREE AND/DR BUSHES, INCLUDING STUMPS AND ROOTS. EXISTING PLAYGROUND EQUIPMENT TO BE REMOVED AND RELOCATED. REFER TO LANDSCAPE ARCHITEcrs PLANS. EXISTING FENCE TO BE REMOVED AND DISPOSED OF. PERIMETER FENCE MAY BE USED AS CONSTRUCTION FENCING IF FOUND TO BE ADEQUATE AND MEET CITY STANDARDS. PROVIDE SCREENING ON FENCE IF USED FOR CONSTRUCTION. REMOVE PERIMETER FENCE UPON OR NEAR COMPLETION OF THE PROJECT. REMOVE AND DISPOSE OF EXISTING TRASH ENCLOSURE AND CONCRETE EXISTING ELECTRICAL PANEL BOX TO BE REMOVED. CONTRACTOR SHALL COORDINATE 111TH SDG&:E. REMOVE AND DISPOSE OF EXISTING BLEACHERS. XIS NG BALL FIELD STD AG CONTAINERS. CON A HALL COORDINATE 111TH CITY OF CARLSBAD PARKS & RECREATION REGARDING RELOCATION. EXISTING SHADE STRUCl1JRE TO BE REMOVED AND RELOCATED ON-SITE AT THE DIRECTION OF THE CITY. EXISTING ON-SITE OVERHEAD ELECTRIC LINES AND POLES TO BE REMOVED BY CONTRACTOR. COORDINATE ELECTRICAL DISCONNECT WITH SDG&E. REMOVE AND DISPOSE OF EXISTING 8" HIGH TO 2' HIGH RETAINING WALL. REMOVE STAIRS WHERE APPLICABLE. EXISTING BALL FIELD LIGHT & POLE TO BE REMOVED. CONTRACTOR SHALL COORDINATE ELECTRICAL DISCONNECT PRIOR TO REM0\1NG LIGHTS. NOT USED. EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH SDG&E; REFER TO ELECTRICAL PLANS. REMOVE AND DISPOSE OF EXISTING POWER POLE WHEEL STOPS. SANITARY SEWER LATERAL TO BE ABANDONED. REFER TO WET UTILITY PLANS FOR REROUTING. CUT SEWER LATERAL AND CAP PORTION TO BE ABANDONED USING MANUFACTIJRED CAP OR PLUG OF SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMl',ll STANDARDS. SHOW LOCATION OF END OF PIPE ON AS-BUILT PLANS. TEMPORARILY CAP WATER LATERAL USING MANUFACl1JRED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL. SHOW LOCATION OF END OF PIPE ON AS-BUILT PLANS. CAP SEWER LATERALS TO PORTABLE BLDGS USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMWD STANDARDS. SHOW PIPE END LOCATIONS ON AS-BUILT PLANS. PROTECT MANHOLE AND WESTERLY FLOWING PIPE IN PLACE. REFER TO SHEET C-4.0 FOR ALL APPLICABLE DEMOLITION NOTES. t----+----+---------------+----<c----<~---uTI C 11X1N£!c ~E¾A~k~N~AD SHEETS 100 PINE AVENUE PARK DEMOLITION PLAN C-4.3 DATE, 11-04-04 APPROVED~: F LC FLORES LI.NO CONSLA. TANTB FLC PROJECT NO. C0220 t---+----+----------------t-----1r----+---+----f /,.LM"'-'<1/-,✓,;,;-.,,~~'10,.-~--'-,/~~P~:'6:-..,'1'?1-n-1-=~=-=--1/-/~-M- ,, R O F II a a 1 0 NA L e N '"Ne• R 8 DrnGN BY, AMZ 1---+-----if-------------------+----+----t---t-----1 ::;\\1;::;=.:LL=IMfr;;:==E.==L=U=MM::;:E=R::;-;R=C=E=2=8=17=6=E=X=P=. =3-=3=1=-=06=;-;==D=A=TE=~ 71iEO TRACE! 81 E '. , a..rn!: 11i10. BAN DEG1D. CAlFCFNA 1!i112V1 DRA"" BY, OWN BY: AMZ PROJECT NO. DRAWING NO. AMZ DATE INITIAL DA TE INITIAL DATE INITIAL CHKD BY: AMZIGIC (Bl5Bl FAX (8158) ff> RE"1Ell[J) BY, WRL ENGINEER OF WORK REVISION DESCRIPTION ,.._O_TH_E_R_A_P~PR_O_V_AL--+-CI-TY-AP~P-R-OV_A_L ..... RVl',I) BY: AMZIGIC/WR 38022 421-SA MATCH LINE SHEET C-4.3 t I_I_I_I_I_I_ -_I_I_I_I_I_I_I_I_I_I_I_I_I_I N '1" {.) I- UJ UJ :c CJ) UJ z I I -I<: I I I I I I I I I I --:-,..--::.,--c:--•=,---:::,---0:::--- CLEAR AND GRUB. REMOVE ALL DELETERIOUS MATERIALS 6 INCHES IN LARGEST DIMENSION AND GREATER, REMAINING FROM PREVIOUS DEMOLITION OF SCHOOL STRUCTURES. REMOVE ALL IRRIGATION LINES, SPRINKLER HEADS, AND RELATED APPERTURNANCES ....J -t:X OHE ----•-EX OHE ---- :c {.) I-<( ::'2 I I I I I I - I I I I EXISTING UTILITY LINES MAY STILL EXIST BELOW GRADE. ANY PIPES, WIRES OR OTHER APPURTENANCES UNCOVERED DURING SITE GRADING AND/OR UNDERGROUND UTILITY INSTALLATION SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE MANNER. EX SS ANDON EXISTING SANITARY WER IN PLACE. REFER TO ECIFICATIONS. EXSS -----t- Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 0 L "' -CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. REMOVE EXISTING SIG SCHMIDT DESIGN GROUP, INC. ••• ,, i, • • •• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 2.19, AZ 34139 ;\ !9 I I I :1 I I ;I ill\ I I I I ("·, d:, U] ::) '' ' 11 I ' 11:: 1( 11 : 11 i 11' 11: 11 J1·Z :~ ~w: :s :._1 i i' I i, ■ - MATCH LINE ALLEY . ~ '• ~ ~ ; • ✓ ~~ /\ · ~=~; ; /; (;;~3:✓;5, ~ffl>33!✓-/ -~.2 . ' ,, 'XJ' , "v· .. ~,f·l~--' 81 • I I I I I I tiO.CO · l::""I"-----___ .. _,,~r<·;:;.., _-.---~ I I ' ' : · PROTECT EXISTING FENCE '" IN PLAC I "'' I,") I I CLEAR AND GRUB. REMOVE ALL DELETERIOUS MATERIALS 6 INCHES IN LARGEST DIMENSION AND GREATER, REMAINING FROM PREVIOUS DEMOLITION OF SCHOOL STRUCTURES. EXISTING UTILITY 'LINES MAY STILL EXIST BELOW GRADE'.. ANY PIPES, WIRES OR OTHER APPURTENANCES UNCOVERED DURING SITE GRADING AND/OR UNDERGROUND UTILITY INSTALLATION SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE MANNER. I I 50.00 '. 1.-x. e·' vc:r) ::;;_~\hi? . Pl R R[C 11WC '/IJ H'.1 ,; ' GRAPHIC SCALE 30 0 30 ( IN FEET ) 1 INCH: 30 FT --· EXI~ LL 0 ... ·----- !::: :;;; _, I I I u I i's u I I CUP 03-18 LEGEND ------EXISTING MAJOR PROPRETY LINE EXISTING MINOR PROPRETY LINE EXISTING WA TIER LINE TO REMAIN · [X 10" W - ---EX 10" sas-----EXISTING SEWIER LINE TO REMAIN -----£X 12" SiS------- EXISTING STORM DRAIN TO REMAIN -·-------------" -EXISTING CURB/CURB & GUTTER TO REMAIN ------------------------ EXISTING OVERHEAD ELECTRIC TO REMAIN -----£_)( r GA.S------EXISTING GAS LINE TO REMAIN ---EX 4" CAS,------ ---t,OHE ----- EXISTING OVERHEAD ELECTRIC TO BE REMOVED EXSS ------ 0000 EXISTING UNDERGROUND TIELEPHONE TO REMAIN UNKNOl'IN SEWER LINE TO BE ABANDONED EXISTING TREE(S) TO BE REMOVED (TO BE TAGGED BY CITY) EXISTING TREE(S) TO REMAIN EXISTING FENCE TO BE REMOVED --c.1----r7----... -.. n---ri----.. EXISTING FENCE TO REMAIN -•-·-•-·-·-·-EXISTING 8 INCH TO 2 FOOT WALL TO BE REMOVED EXISTING CONCRETE TO BE REMOVED ~ EXISTING PLAYGROUND TO BE SALVAGED & RELOCATED @ @ 17 19 20 EXISTING CURB/CURB & GUTTER TO BE REMOVED NOTE LEGEND REMOVE AND DISPOSE OF EXISTING ASPHALT REMOVE AND DISPOSE OF EXISTING CONCRETE REMOVE AND DISPOSE OF EXISTING CONCRETE CURB & GUTTIER REMOVE EXISTING TREE AND/OR BUSHES, INCLUDING STUMPS AND ROOTS. EXISTING PLAYGROUND EQUIPMENT TO BE REMOVED AND RELOCATED. REFER TO LANDSCAPE ARCHITECT'S PLANS. EXISTING FENCE TO BE REMOVED AND DISPOSED OF. PERIMETER FENCE MAY BE USED AS CONSTRUCTION FENCING IF FOUND TO BE ADEQUATE AND MEET CITY STANDARDS. PROVIDE SCREENING ON FENCE IF USED FOR CONSTRUCTION. REMOVE PERIMETER FENCE UPON OR NEAR COMPLETION OF THE PROJECT. REMOVE AND DISPOSE OF EXISTING TRASH ENCLOSURE AND CONCRETE EXISTING ELECTRICAL PANEL BOX TO BE REMOVED. CONTRACTOR SHALL COORDINATE WITH SDG&E. REMOVE AND DISPOSE OF EXISTING BLEACHERS. XIS NG BALL FIELD S ORAGE CON AINERS. N ALL COORDINATE WITH CITY OF CARLSBAD PARKS & RECREATION REGARDING RELOCATION. EXISTING SHADE STRUCTURE TO BE REMOVED AND RELOCATIED ON-SITE AT TIHE DIRECTION OF THE CITY. EXISTING ON-SITE OVERHEAD ELECTRIC LINES AND POLES TO BE REMOVED BY CONTRACTOR. COORDINATIE ELECTRICAL DISCONNECT WITH SDG&E. REMOVE AND DISPOSE OF EXISTING 8" HIGH TO 2' HIGH RETAINING WALL. REMOVE STAIRS WHERE APPLICABLE. EXISTING BALL FIELD LIGHT & POLE TO BE REMOVED. CONTRACTOR SHALL COORDINATE ELECTRICAL DISCONNECT PRIOR TO REMOVING LIGHTS. NOT USED. EXISTING POWIER POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH SDG&E; REFER TO ELECTRICAL PLANS. REMOVE AND DISPOSE OF EXISTING POWIER POLE WHEEL STOPS. SANITARY SEWIER LATERAL TO BE ABANDONED. REFER TO WIET UTILITY PLANS FOR REROUTING. CUT SEWIER LA TIERAL AND CAP PORTION TO BE ABANDONED USING MANUFACTURED CAP OR PLUG OF SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMWD STANDARDS. SHOW LOCATION OF END OF PIPE ON AS-BUil T PLANS. TIEMPORARILY CAP WATER LATERAL USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL. SHOW LOCATION OF END OF PIPE ON AS-BUILT PLANS. CAP SEWER LATERALS TO PORTABLE BLDGS USING MANUFACTURED CAP OR PLUG OF THE SAME MATERIAL AND DIMENSION AS PIPE MATERIAL, CONFORMING TO CMWD STANDARDS. SHOW PIPE END LOCATIONS ON AS-BUILT PLANS. PROTECT MANHOLE AND WIESTIERL Y FLOWING PIPE IN PLACE. REFER TO SHEET C-4.0 FOR ALL APPLICABLE DEMOLITION NOTES. SHEETS fsHml3 CITY OF CARLSBAD l---+---1------------------+---+---+----+-----I LJl_j ENGINEERING DEPARTMENT l----l----+----------------+----+--+----1---t 100 KEY MAP (NTS) DATE, 11-04-04 F LC FLOFIES LU\IO CONSULTANTS FIFIOFESSIONAL ENGINEERS 711110 TAACII: 81 IL 1. 8UTE 'IIO. 1!1AN CE00, CAU'CFNA EIRRI ia,BJ ,;;,;;,:ae.;., FAX (B!!IB) ClE? FLC PRO..ECT NO. lll'~GN BY, DRAWN BY, REVIEWED BY: C0220 AMZ AMZ WRL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL O11,ER APPROVAL CITY APPROVAL PINE AVENUE PARK DEMOLITION PLAN DWN BY: mz CHKD BY: AMZIGIC RVWD BY: AMZ/GICIWR PROJECT NO. 38022 C-4.4 II-IP-<24 DATE DRAWING NO. 421-5A " W• -.,,. .'I ----~-1:~· .,., ~--·, - ,i ·, i1 Ii ,~ f ,. !~ ,, 1~ I ~! ' ,, ' ' " ! • s ~ ~ • . I l .J .j. I' I I' ! ,, II i[ Ii ' :: ii :i i! :: II 11 " !! t::J ,, ' ! ,, ii I ' I ji !I ,, ! Ii If, :l ! r !, ti .. . I.)" ,, ,, ,, " " ,, !; I! " ii I ,, ,1 II :: I I ,, ,I ,, il :! il " ~ CELSQC Consulting Engineers & land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons ond property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. " l: jL jl I\ !: i: !: ' I i. ,0.:',P~ I ~ 48;· ;~r~~;-··•·~----Y: .~·1:~-'!f .~Yf,i;.Jl.!£.~!) _;'AIG-~--• _ . _ \lMl'·fS~O~ .. . ... ;..;.;...;;.-.;=. ~wbV' " i: II ii P#1 I I _J I! I' 11 ii ,, v·A~H ' ,, >-' • w ~ --' --' <( T I , "" SHADE CANOPY ss I I --- ()11- "" "" NOT APART I I ~ SCHMIDT DESIGN GROUP, INC. •• t,. • "' Ci •·~· BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie, CA 2138, NV 219, AZ 34139 LIMIT OF WORK __ , __ P#2 \_ CUP 03-18 NOTE: FOR PHOTOS 1-19, REFER TO SHEET C-4.6 FOR PHOTOS 20-35, REFER TO SHEET C-4.7 FOR PHOTOS 36-46, REFER TO SHEET C-4.8 50 GRAPHIC SCALE 0 50 ( IN FEET ) I INCH-50 FT 100 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~4 CITY OF CARLSBAD SHEETS l---+----+----------------+---~l---+--+-----1 L__liJ ENGINEERING DEPARTMENT 1-----1--+----------------t---+--+----t---l 100 KEY MAP (NTS) PINE AVENUE PARK DEMOLITION PLAN PHOTO DIRECTORY C-4.5 DATE 11-04-04 APPROVED BY; ../ ~ F LC -o~s • • -~ coNBLLTANTB FLc PRoJ'cr No. co220 t----+----+----------------+----1----;----,----i 1./442,½,,:~~~~Wt'.,_,,, ,~?;;;~,!l~~-~t'f;t~=~.c::<F-,~~ //-/()-M rL ~ ~~ -WILLIAM E. PLUMMER R£€175 EXP. 3-31-06 DATE DESIGN BY, AMZ t----+----+----------------+----1----t---+-----I ~;::;;;:::===:::;::~======::::::::===:::;-;::::::::=== OWN BY: AMZ PROJECT NO DRA"'NG NO DRAl\1, BY, AMZ DATE INITIAL · m · DATE INITIAL DATE INITIAL CHKD BY: AMZ/GIC REISEWED BY, WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AMZ/GIC/W 38022 421-SA PROFESSIONAL ENGINEER ■ 7S!IE TRACE SI &! , aJT1!: '120. SAN CE8CJ. CALFCH11A IE1li1 (115B) FAX [95B) cmr7 WALL AND F NCE PROTECT POWERP6~EBE REMOV~:D · TEL IN PLAC · · DRIVEWAY TO .,_...;;"-'-""" BE REMOVED\ SIDEWALK/ TO BE REMOVED P#1 P#7 LIGHT BOLLARDS AND SIGNS TO REMAIN (PROTECT IN PLACE) P #13 \ SIDEWALK TO REMAIN (PROTECT IN PLACE) IN C · WATER METER & BACKFLOW IN PLACE SENIOR CENTER (NOT A PART) EWALk FENG~ P#2 TREES TO REMAIN (PROTECT IN PLACE) WESTERLY SENIOR CENTER PARKING LOT (NOT A PART) P#8 • (i;\;j>,ff///1'!!1~fREFTffBE RE P #14 SIDEWALK, WALL AND FENCE TO BE REMOVED REMOVE SHRUBS AND BUSHES P #15 IN PLAC • P:~TECT PO~Eifll'ITLE CTION 1. HARDING STREET AN . N T AVf,, TELEPHONE. :E IN PLACE -~ REMOVE SIDEWALK, . 't-.,\ WALL AND FENCE -+-----,,:r-, ·,J t ... . ' POWERPO[ES E IN PLACE P#3 LIBRARY PORTABLE TO BE REMOVED BY CITY OF CARLSBAD WESTERLY SENIOR CENTER PARKING LOT (NOT A PART) P#9 P#4 LIBRARY PORTABLE TO BE REMOVED BY CITY OF CARLSBAD POWERPOLE & OVERHEAD ELECTRIC TO BE REMOVED REMOVE SHRUBS AND1 ~- BUSHES WESTERLY SENIOR CENTER PARKING LOT, (NOT A PART) P #10 PROTECT POWERPOLE IN PLACE PROTECT TREE IN PLACE SIDEWALK, WALL AND FENCE TO BE ,. REMOVED P#16 P #17 STAY-N-PLAY TRAILER TO BE RELOCATED BY CITY OF CARLSBAD ~ CELSQC Consulting Engineers &: Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility SCHMIDT DESIGN GROU P, I NC. for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENS ITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NY 219, AZ 34139 KEY MAP (NTS) DAIT, 11 -04-04 F LC FLORES LU'JD CONSULTANTS FLC PROJECT NO. C0220 PROFESSIONAL ENGINEERS DESIGN BY: AMZ 7B!C TRACIE B: I LI, 8LITE 'Bl SAN CE0Q CALFCFNA Bli!'21 lB5Bl l&I-Oeli! FAX [BeB) 1821 DRA'IIIN BY: AMZ DATE INITIAL PROTECT POWERPOLE S IN PLACE REMOVE WALL -- REMOVE BALL FIELD I HTS AND \LES -- REMOVE SIDEWALK L.(_-----~-- AND FENCE P#5 TREES TO REMAIN (PROTECT IN PLACE) • I CUP 03-18 TREES TO REMAIN (PROTECT IN PLACE P#6 POWERPOLE AND .OVERHEAD ELECTRIC TO BE REMOVED WESTERLY SENIOR CENTER PARKING LOT REMOVE SHRUBS BUSHES (NOT A PART) P #11 PROTECT TREE AND POWERPOLE IN PLACE EWALK, WAL D FENCE TO BE EMOVED P #18 & E DATE INITIAL BE REMOVED WESTERLY SENIOR , CENTER PARKING LOT . l POWER POLE i_ TO BE RELOCATED ~EFER TO SHEETS E.0) SIDEWALi( WA,J;;, AND FENCE TO BE REMOVED (NOT A PART) P#12 P#19 F GUTTER TO ED FOR IVEWAY SHEETS 100 PINE AVENUE PARK DEMOLITION PLAN PHOTOS C-4.6 APPROVED BY: _ '& ~~ 1/ ~ <t1, I ~ tiuAMJ.,LUMMER RCE 2176EXP.3---31-06 DWN BY: AMZ DA TE INITIAL CHKD BY: AMZ/GIC //-/,2 -04 DATE CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. REVIEWED BY: WR L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AMZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-SA I-Jo. C 01 :E 0 G) "Tl ~ I-Jo. I\) 0 ~ 0 01 )> BUSHES BE REMOV REMOVE FENCE DEMO EXISTING SIDEWALK TO NEAREST EXPANSION JOINT ___....,.-- HEADING NORTHERLY --- P#20 r PROTECT TREE IN PLACE I... ON SITE TREES TOBE REMOVED = PLAYGROUND EQUIPMENT TO BE REMOVED ASPHALT TO BE REMOVED P#24 EXISTING SENIOR CENTER (NOT A PA-RT_,),_.., CT SAND URB CE FLAG POLE & LIGHT BOLLARDS TO REMAIN (PROTECT IN PLACE) TRANSFORMER TO REMAI (PROTECT IN PLACE SIDEWALK TO BE REMOVED TO NEAREST EXPANSION JOINT P#20 • ~ EXISTING SENIOR CENTER (NOT A PART) •• SIDEWALK TO REMAIN PROTECT FICUS TREES IN PLACE PLAYGROUND EQUIPMENT TO BE REMOVED ASPHALT TO BE REMOVED P#25 PROTECT FICUS TREE IN PLACE S10R MAIN PROTECT IN PLACE) .....,;...._ ,...._,-v" ION OF GRASS -L-~---~-- TO BE REMOVED _/ - PROTECT SIDEWALK IN PLACE P #21 ASPHALT TO BE REMOVED P#26 PROTECT FICUS TREE IN PLACE SHADE STRUCTURE AND POLES TO BE SALVAGED AND RELOCATED \ ASPHALT TO BE REMOVED P #22 EXISTING SENIOR CENTER (NOT A PART) WALL AND FENCE TO BE REMOVED ASPHALT TO BE REMOVED P#27 CUP 03-18 PLAY STRUCTURE TO B SALVAGED & REUSED RESILIENT PAVING TO REMOVED TEATHER BALL POLES TO BE REMOVED ASPHALT TO BE REMOVED TREES TO REMAIN (PROTECT IN PLACE) ., i;...•"'1'1W?iIT"AND FENCf 10 BE REMOVED ASPHALT TO BE REMOVED P#28 P#23 - FICUS TREES TO REMAIN (PROTECT IN PLACE) WALL AROUND ENTER MECHANICAL EQUIP. TO EMAIN (PROTECT IN PLACE) --.1_ WALL, FENCE & BUSHES TO BE REMOVED ASPHALT TO BFREMOVED P #29 REMOVED ON-SITE TREE .. REMOVEWALC UNDER BUSHES _..., ASPHALT TO BE REMOVED P#30 REMOVE"!'~ VEGETATED/ROCK AREA CLEAR & GRUB . . P#31 ~ CELSQC Consulting Engineers & Lend Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility SCHMIDT DESIGN GROUP, I NC. for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made ta apply continuously and not be limited to normal working hours, end construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. BALANCING ARTISTIC EXPRESS I ON IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 ___ ..:;;;._ REMOVEFENCEAN Dfi BUSHES ~ VEGETAT!:D/ROCK AREA SLE,'\R & GRUB P#32 ' _J [ VEGETATED/ROCK AREA CLEA8&GRUB P#33 DATE, 11-04-04 F LC FLORES Ll..ND CONSULTANTS FLC PRO.I:CT NO. C0220 VEC°ETATED/ROCK AREA ~"-_..CLEAR.& GRUB P#34 P#35 VEGETATED/ROCK AREfi.'.' CLEAR& GRUB SHEETS fSHwl6 CITY OF CARLSBAD t---+-------1-----------------+---+-------1r-------1-----t L1ft_J ENGINEERING DEPARTMENT t---+-------1-----------------+---+------ir-------1------i 100 PINE AVENUE PARK DEMOLITION PLAN PHOTOS C-4.7 APPR~Y;. 'C < p~ If /t!-04 ~44LUMMER RCE 28176 EXP. 3-31-06 DATE PROFESSIONAL ENGINEERS 72li!O TRACE S ! I & ! , SlJTE 'li!O. BAN t1EGIQ, CALFa=NA EE'2'I DESIGN BY: AMZ DRAWN BY: AMZ DATE INITIAL =------:::-t---~=+=~+-----------------+--+--+---+---1 ::::D:::W:::N=B:::Y=: ==A:::M:::z =;-,=-=-=-=-=-=P-R=-O=J--=E-C=-T=-N=-0=-.=-=-=-=-,:;-,;::,_=D=RA=\"1=N=G==N-O=.~ DA TE INITIAL DA TE INITIAL CHKD BY: AMZ/GIC (B!IB] FAX(Bl5B) &J REVIEWED BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AMZ/GICIWR 38022 421-SA 'I • I-Jo. C m :E 0 G') "Tl ~ I-Jo. I\) 0 ~ 0 01 )> • ... ASPHALT TO BE REMOVED ' , FENCE TO BE REMOVED / POWERPOLE WHEEL STOPS / TO BE REMOVED TREE TO BE REMOVED POWERPOLE WHEE STOP ■ TO BE REMOVED' ASPHALT TO BE REMOVED /._ FENCE TO BE REMOVED J .. i'f SIDEWALK TO BE TRASH ENCLOSURE AND CONCRETE TO BE REMOVED ON-SITE TREES TO BE REMOVED DIRT PARKING AREA TO BE CLEARED & GRUBBED 1 POWER PANEL TO BE REMOVED REFER TO SHEETS E.0 '--ASPHA~OBE REMOVED -DIRT PARKING AREA TO BE CLEARED & GRUBBED REMOVED ~,;..,.,~ii,,i,11 P#36 BALL FIELD LIGHT POLE TO BE REMOVED "" TREES TO BE REMOVED POWER POLES TO BE REMOVED FENCE TO BE _/ REMOVED P#37 PIJ\-YING FIELD 0 BE CLEABED & GRUBBED ri'f'A'i'ING FIECD1O BE CLEARED & GRUBBED P#42 ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. P#43 SCHM I D T DESIGN GROUP, INC. P #38 BALL FI ELD POLE & LIGHTS TO BE REMOVED PLAYING FIELD TO BE CLEARED & GRUBBED PLAYING FIE[D TO BE CLEAEED & GRUBBED P#44 BALANCING ARTISTIC EXPRESSION IN DE SI GN W ITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 P#39 ON-SITE TREES TO BE REMOVED (8 TREES TOTAL) -DIRT PARKING AREA TO BE CLEARED & GRUBBED F LC FLORES LUNO CONSUL TANTB PROFESSIONAL ENGINEERS 7Z!Cl TRACE 81 I&!, BUTE 'ED. SAf'r,,I CE(3(J. CAI...Fa=NA a?E1 [BO!B) "'"'"°"'"' FAX (EmB] ff?7 P#45 DAIT, 11-04-04 FLC PRO.£CT NO. C0220 DESIGN BY: AMZ DRA'MI BY: AMZ REVIE\\UI BY: WRL DATE INITIAL ENGINEER OF WORK OVED POWERPOLE WHEEL STOPS 7 TO BE REMOVED P#40 EXISTING SCREEfill,a-A REMOV (EAST SIDE OF RIBBO GUTTER ONLY) PROTECTRIBBO~ GUTTER """-. INPLACE~ "-. ASPHALT TO RE~ATl'J PROTECT LACB "\_ P#46 DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITI AL CITY APPROVAL CUP 03-18 --BALL FIELD LIGHT POLES TO BE REMOVED PLAYING""FIELD TO BE CLEARED GRUBBED P #41 SHEETS 100 PINE AVENUE PARK DEMOLITION PLAN PHOTOS C-4.8 APPROVED BY: ✓ ~ d,f). ~ ./4,:n.:.. / , ::,'~ WILLIA~\:. PLUMMER RC286 EXP. 3-31-06 DWN BY: AMZ CHKD BY: AMZ/GIC RVWO BY: AMZ/GICNVR PROJECT NO. 38022 DRA\\1NG NO. 421-SA \ C ~ :e -.J C") 0~ "Tl tv ~~ 01 0 (J1 )> • EXISTING TOPOGRAPHY THE EXISTING TOPOGRAPHY AS SHOWN ON THESE GRADING PLANS WAS DETERMINED BY AN AERIAL SURVEY CONDUCTED BY MELCHIOR LAND SURVEYING, CARLSBAD, CALIFORNIA ON DECEMBER 10, 2002. BASIS OF BEARING & BENCH MARK THE BASIS OF BEARING FOR THIS SURVEY IS A PORTION OF THE CENTERLINE OF HARDING STREET AS SHOWN ON RECORD OF SURVEY 11840. IE: N 34'33' DO" W THE BENCH MARK FOR THIS SURVEY IS PER THE CITY OF CARLSBAD BENCH BOOK: AT E.S. PINE STREET SCHOOL CHSLD IN SIDEWALK IS 5' INSIDE PROPERTY LINE AT SOUTHEASTERLY BUILDING. ELEVA TION~61.BD4' SPOT GRADE ABBREVIATIONS TC -TOP OF CURB FL -FLOW LINE FS -FINISHED SURFACE FPE-FINISHED PAD ELEVATION Tl -TOP OF INLET TG -TOP OF GRATE TG*-TOP OF GRATE SITS BELOW FINISHED SURFACE TCO-TOP OF CLEANOUT TMH-TOP OF MANHOLE MATCH EX.-MATCH EXISTING GRADE FIELD VER.-FIELD VERIFY ELEVATION EXISTING-EXISTING GRADE PER SURVEY DATA TW-TOP OF WALL BW-BOTTOM OF WALL BWS-BOTTOM OF WALL SOUTHERLY BWN-BOTTOM OF WALL NORTHERLY ~ CELSOC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify end hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional, CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 GRAPHIC SCALE 50 0 50 100 ( IN FEET ) I INCH-50 F"I' I I I I - I J.~ I I I= I ;.;: I .. ·I t ' . • f' f ~ ~ KEY MAP (NTS) DAIT: 11-04-04 F LC FLORES LLNO CXJNBU... TANTB FLC PROJECT NO. C0220 PAOFl!SSIONAL EN131NEERS DESIGN BY: AMZ 712120 TRACI: 8 !IL I, BUTE 'li!O. 9AN CE30. CAlJU:NA 9RE1 (Bl!IB) FAX lll5BJ. 25 ! ! OEE:J DRA'it-J BY: AMZ REl,IEll[D BY, WRL CUP 03-18 ACCESSIBILITY NOTES 1. COMPLY 'MTH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (2001 CBC) FOR ALL SITE IMPROVEMENTS. 2. MAXIMUM CROSS SLOPE ON WALKWAYS SHALL BE 2)1. 3. NO CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE ALLOWED 'MTHOUT A CURB RAMP. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED \'!TH A SLOPE NO GREATER THAN 1: 2. 4. CATCH BASIN AND DRAIN INLET GRATES SHALL HAVE SPACES NO GREATER THAN 1/2" \'!DE IN ONE DIRECTION. IF GRATINGS HA VE ELONGATED OPENING, THEY SHALL BE PLACED SO THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 5. CURB RAMPS SHALL BE REQUIRED l'!HEREVER ACCESSIBLE ACCESS ROUTES CROSS A CURB. 6. ACCESSIBLE RAMPS AND HANDRAILS SHALL BE REQUIRED l'!HEREVER SLOPE EXCEEDS 5%. MAXIMUM SLOPE SHALL BE 8.33%. LEVEL LANDINGS SHALL BE INSTALLED AT TOP AND BOTTOM OF EACH RUN EQUAL TO THE 'MOTH OF THE RAMP, 60" X 60" MINIMUM, AND INTERMEDIATE LANDINGS AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE. BOTTOM LANDINGS ANO INTERMEDIATE LANDINGS WITH DIRECTION CHANGES IN EXCESS OF 30 DEGREES SHALL BE MINIMUM 72" IN THE DIRECTION OF TRAVEL. RAMPS AND LANDINGS 111TH VERTICAL SIDE DROP-OFFS SHALL HAVE WALLS, RAILINGS, PROTECTIVE SURFACES OR MINIMUM 2" HIGH CURBS. 7. ALL STAIRS SHALL HAVE A 2• 'MOE SUP RESISTANT. CONTRASTING COLOR STRIPE AND DETECTABLE WARNING, 1" MAXIMUM FROM NOSING ON ALL TREADS. 8. ALL PAVEMENT aioss SLOPES (SLOPES PERPENDICULAR TO THE DIRECTION OF TRAVEL) SHALL BE A MAXIMUM OF 2%. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (BOTH DIRECTIONS). ALL WALKWAYS SIHALL HAVE A MAXIMUM SLOPE LESS THAN 5% IN THE DIRECTION OF TRAVEL ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION TOLERANCES STATED IN THE PROJECT SPECIFICATION Oil ELSEWHERE THE CONTRACTOR HAS THE OPTION Of ADJUSTING GRADES TO ALLOW FOR CONSTRUCTION TOI ERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN 1% SLOPE OR GREATER THAN 2%, THE CONTRACTOR SHALL CONTACT THE ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION OF PAVEMENT AREAS. THE PAVEMENT SLOPES 'MLL BE REVIEWED AFTER CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES SPECIFIED ABOVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AS-BUILT REQUIREMENTS 1. CONTRACTOR SHALL "AS-BUILT" AND NOTE ON THE PLANS: SERVICES: WET & DRY UTILITIES LATERALS: WET & DRY UTILTIIES METERS: WATER, RECLAIMED WATER & IRRIGATION INVERT ELEVATIONS: SANITARY SEWER & STORM DRAIN CLEAN OUTS MANHOLES CATCH BASINS RCE __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP. ___ _ DATE DATE SHEETS fSHEu18 CITY OF CARLSBAD l---+---1-------------------I----I----I-----I----I L1§_j ENGINEERING DEPARTMENT l----+---+-------------------+---,l----f---1-----f 100 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK GRADING & DRAINAGE KEY MAP C-5.0 APPROVED BY: ~ · r" ~ J/-/o-04 we ffPl1'MMERRC 28176EXP. 3-31-06 DATE DWN BY: AMZ CHKD BY: AMZIGIC RVWO BY: AMZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-SA • I .. ill 1111111,, i '. ·:--:-::-·~-.. r,--,-T-'K'-:::"i.-_ ·:·-··-:----:-r,··71~, ~ ~:···. ·;1:··· -■ i:-:-~·.,--rr--n:i•~~~--.,.,-"'"·---7·;1;~-w--..,-·--·~--.,y~-~-·~ ·· ·····--.,·--·,..--,-~ __ -f·-;e;·--~----= -----:'C'"••_ .. , .. ....,,......"'.l"--r··, . .,..,._ .... .c: ... ~--,.·-~-r+-·--rrr--.;,i· ;v ;r: • -1. -· r·, · 0" w • ~i " Ul • " ~ ~ ....... "'.--''' = =·=· =="-"""i:'""' -=~· ... " .... ,. -·· . .... -----------· '"""7" ----.. , •• I ~ C i ':( ,1' "'h '"· I CUP 03-18 LEGEND EXISTING MAJOR PROPR TY LINE EXIS NG IN X N OU EXI TIN I IAT EX 10" W EXISTING WATER LINE .. -.. ,t; .. iii,. ... . ·----·-EXISTING SEWER LINE EXISTING STORM DRAIN [X .of-8 'iiTM .. ._ ........ -· ·-···-. ., .... ~ ..... "~-----·-·-· ,._, ,,,_ -·"~ ·- 710 1S'W EXISTING CURB CURB & GUTTER POSE IND X CON UR •~;, ~MATCH EX= i ~1,;'5, ;; -~"f="':"" ,, 6Q.99 FL ~~~~~'~'~' ~~~60~·_5=72~,~-T~C~~~~w PROPOSED CONTOUR LABEL PROPOSED WATER LINE PROPOSED SEWER LINE 60.79 , INV '60.22 FL -61.45' TC '.06 1 62 62.00' TC 61.50 FS FIELD VER. ~-- "...-_, ...... ,,._ _______ _ ,. -, ... '.,-, ·----~ 61.50' TC 60.00 FS FIELD VER. 61.65' TCO B C-5.5 .... ~0% '~~c..._~~ AX. '--&t0L, 1-----tl--.. VT , _za 1.80 FS • ,. ·-~ 61 61.70' TC 61.20 FS 60.95 FL 61.66' TC 61.16 Fs 61.86' TC 61.36 FS 62.03' TC 61.53 FS ' ' ' 61.90' TC 61.40 FS 61.84' TC 61.34 FS Sha J 62.33' FS >-ro a. -C 61.60' FS en 61.09' TG 59.81' INV ~62~-~50:!_.,.'_..,[T~C--IH--t-r::;j62f-----<~ 62.00 FS • HIGHRIDGE 62.45' TC 61.95 FS " 62.31' TCO I 58.02' INV 62.30' TC 61.80 FS 62.31' FS : 62.38' TC 61.88 FS 61.98' FS • 62.35' TC 61.85 FS 62.50' TC 62.00 FS 62.28' TC 61.78 FS 62.25' Tl 61.75 FL ~o ~ r 62.25' Tl 61.50 FL 62.25' Tl 61.75 FL 0 61.50' TC 61.00 FL 61.70' Tl 60.95 FL 61.50' TC 61.00 FS 62.28' TC 61.78 FS 61.92' TC 161.42. FS 62.19' TC 61.69' FS 62.46' TC 61.96' FS 62.20' FS 62.10' FS "" 61.19' TC 60.69 FS 61.10' TC 60.60 FL 61.42' TC 60.92 FS PROFILE A SHEET C-5.6 61.25' Tl 60.50 FL - ~ 61.57' TC 61.07 FS 61.86' TC 61.36' FS o!o 62.15' TC 61.65 FS 62.50' TC 62.00 FS 62.56' TC 62.06 FS 62.10' FS 62.50' TC 62.00 FS .. ' '~ ,--6-1. 1-0..,..., -TC--, 60.60 FS 61.40' TC 60.90 FS 61.70' TC 61.20 FS 61.88' TC 61.38 FS 62.40' TC 61.90 FS 62.06' TC 61.56 FS 61.10' TG 60.34 INV ,,:-.;;..p.;,61.19' FS 61.98' FS ( 62.07' FS --ill]---· 62.10' FS -----62 STORM DRAIN TABLE .· 62.00' FS SYM LENGTH SIZE TYPE SLOPE NOTES 1 165' ± 8" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 1- .,..,2: 5 -t-t-11_1_· -±+1-2•:+P_vc_-_s_D-R3-5-+-1.-oo_"+-B-ED_D_1N_G_P_ER_R_.s_.D_. _s--4------J. .. ·• -··· I■ 88' ± 12" PVC-SDR35 2.00% BEDDING PER R.S.D. S-4 . 44' ± 18" RCP-2000 D 5.00% BEDDING PER R.S.D. D-60 15' ± 6" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 61.02' FS 5 6 A 54' ± 6" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 ,.,_... .. 61.02' T~·O··. ~ 44' ± 15" PVC-SDR 35 1.00,i; BEDDING PER R.S.D. S-4 / • ~ ~:: ! ::: ::=::: :::: :~~~:~ :: ::::~: :=: //://·L;/ /~ ;~. -:1 i -........:~-1;~~~~:~~~~.: 'l~~G\i:~~~--~',-~~;:;;:;----161 H~H-10--4':----±+---.+---H-,,,.,.,-+---"'==...:...::::.:....:.:=:.:....:::_:__---I / / / / " . I !j;! 0% .. H""1:"1-t-1-25-=,-±+:-:.+:--':-'-P=--':c:c..:.:o--'35-'-Dt-::-:-""+--=::::~~:.:~:.::.:::.::~....::-=::.;..;.;:::.::::::.:::~.:...: .::.~=-:=--o---t/ // /// // /. o • 1: :; ~ MAX~ 60. 70' FS /,, / / / ;;:· ,, , ~I~ 11 161' ± 24" RCP-1500 D 2.50% BEDDING PER R.S.D. D-60 , /u._', ,i ~ / / Q.'. !le§ 12 27' ± 24" RCP-1500 D 3.oo,i; BEDDING PER R.S.D. D-60 . // . j:;; t1· ii / _.::E· I 13 2' ± 6" PVC-SDR 35 5.0% BEDDING PER R.S.D. S-4 ,/ / _ , 1 14 11' ± 6" PVC-SDR 35 5.o,i; BEDDING PER R.S.D. S-4 . / .-:-· 11+ '• 15 35' ± 24" RCP-1500 D 5.00% BEDDING PER R.S.D. D-60 /.. /. ; ,••t .1 •. ' -I~/~~---: ... ·_ ) 16 55' ± 6" PVC-SDR35 6.60% BEDDING PER R.S.D. S-4 , I • 17 36' ± 6" PVC-SDR35 5.03% BEDDING PER R.S.D. S-4 / / / 1 60.50' FS .. ..-60.22' TCO / 56.64' INV •-r-•-1- GRA E BREAK (HARDiCAPEI 61.40' FS 62.40' FS 62.25' FS 18 36' ± 6" PVC-SDR35 3.08% BEDDING PER R.S.D. S-4 MATCH LINE SHEET C-5.2 19 29' ± 6" PVC-SDR35 0.86% BEDDING PER R.S.D. S-4 20 32' ± 6" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 21 39' ± 6" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 22 18' ± 6" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 23 28' ± 6" PVC-SDR35 1.89% BEDDING PER R.S.D. S-4 24 55' ± 6" PVC-SDR35 3.25% BEDDING PER R.S.D. S-4 25 20' ± 6" PVC-SDR35 .0% MIN BEDDING PER R.S.D. S-4 26 45' ± 6" PVC-SDR35 2.28,i; BEDDING PER R.S.D. S-4 27 112' ± 6" PVC-SDR35 2.28% BEDDING PER R.S.D. S-4 28 43' ± 6" PVC-SDR35 6.50% BEDDING PER R.S.D. S-4 I§ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• 1 ,l \ ..• i • •• i BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie, CA 2138, NV 219, AZ 34139 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG F LC FLOFEB Ll.NC) CCIN6LL TANTB PROFESSIONAL ENGINEERS 78120 TRACE S !I&!, &n'E 1ilO. SAN OE80, CALFCFNA &eli21 cmsJ FAX[8'ill) LWJ 60.85' TC 60.35 FS 61.08' TC 60.58 FS 60.97' TC 60.47 FS 61.37' TC 60.87 FS 61.54' TC 61.04 FS 61.64' TC 61.14 FS 61.83' TC 61.33 FS 60.50' FS +00 RCE __ _ REVIEWED BY: INSPECTOR • ,. I • ~·>< cAI~ ......: ::'2: f----..j60.83' TMH I I I C Ir-·,--. 61.00' FS 1 ~~=======,"- 60.88' TG 61.00' FS 60.91' FS ( ; ' . J. I I I I I'\ I I I I I I I I ~ ·1 ---160. 75' FPE 60.92' TCO ,:i cc..;:c:.=_:.__.:.....,,:--,r ;,! ---.L "AS BUILT" EXP. ___ _ / DATE DATE I ( I I ) I I I I I I I I I ti C") LO I (.) 1-UJ UJ :r: Cl) UJ z __J :r: (.) ~ . . INV. 5• PVC NORTH IN= 57.57' INV. 6" PVC WEST IN= 59.37' INV. 8" PVC OUT= 57.07' INSTALL U NIN INL Y INV. 8" PVC IN= 55.42' INV. 12" PVC OUT=54.92' INSTALL 5 CURB OPENING INLET YPE B PER SDRSD D-2. 0 OF INLET=61.25 153' 6" PVC STORM TO TIE INTO 12" RCP PER SDRSD 0-63. CENTER LINE ~ EL VATION=53.24' INV. 6" PVC IN=52.99'. rc:,\ CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD 0-10. TOP OF 'e.:1/ MANHOLE=60.83'± (MATCH FINISHED GRADE) INV. 6" PVC IN= 57.48' INV. 12" PVC IN=51.89' INV 18" RCP OUT=50.02' Q.. CONNECT TO EXISTING STORM DRAIN CLEANOUT. INV. 48 RCP IN=45.57 ~ INV. 48" RCP OUT= 45.37' FIELD VERIFY INV. 18" RCP IN=48.00' @ INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 111TH GREEN GRATE PART 990 (VANDAL PROOF} AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=60.06' ~ INSTALL CLEANOUT PER CITY OF CARLSBAD STD. DWG. S-6 MOD. . MATCH "\!.!.I FINISHED GRADE. CAP SHAll BE LABELED "STORM DRAIN". 58 INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.34' INV. 15" PVC OUT =55.98' '5g\ INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT \:'.31 WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.34' INV. 15" PVC IN= 55.54' INV. 15" PVC OUT =55.44' kri\ INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT ~ 111TH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.36' INV. 6" PVC IN= 55.15' INV. 15" PVC IN= 55.15' INV. 15" PVC OUT=55.05' @ INSTALL CLEANOUT PER SDRSD D-10. TOP OF MANHOLE=58.48'± MATCH FINISHED GRADE) INV. 15" PVC IN=54.39' INV. 15" PVC OUT=54.29' 62 INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=57.50' INV. 6" PVC IN= 54.99' INV. 15" PVC IN= 53.25' INV. 18" RCP OUT=53.15' Ci\ IN ALL J N N A 4 X O INL A V UIVAL N ~ WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=56.40'± INV. 18" RCP IN=51.90' INV. 24" RCP OUT=51.80' 64 6" PVC STORM TO TIE INTO 24 RCP PER SDRSD D-63. CENTER LINE EL VATION=50.90' INV. 6" PVC IN=50.65' Q,. INSTALL JENSEN PRECAST 24 X36 DROP INLET OR APPROVED EQUIVALENT ~ WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=55.50'± INV. 24" RCP IN=47.77' INV. 24" RCP OUT=47.67' INSTALL STORM DRAIN CLEANOUT TYPE A-8 PER SDRSD D-9. TOP OF MANHOLE=55.50'± (MATCH FINISHED GRADE} INV. 6" PVC WEST IN=52.62' INV. 6" PVC EAST IN=53.78' INV. 6" PVC NORTl,WEST IN=53.08' INV. 24" RCP IN=45.15' 4" p = . IN TALL 9 X9 CA CH BA IN -NIN N S A H N A PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL INV. 6" =53.63' @ INSTALL 9"X9" CATCH BASIN (2-0PENING} NOS PART 900 'MTH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED " . 169' CONNECT TO EXISTING 60 RCP STORM DRAIN 111TH CONCRETE LUG CONNECTION \".:3/ PER SDRSD D-63. INV. 24" RCP IN=43.30' CL CL ELEVATION=44.30' ~ INSTALL 23± LF, TWO 4-INCH, PVC STORM DRAIN PIPES AT INVERTS SPECIFIED v_::::; N PLANS @ INSTALL 9 X9" CATCH BASIN (4-0PENING} NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED E UAL INV. 6"=56.97' r-;;,., INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 111TH GREEN GRATE \!3 PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=58.78' 73 INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 111TH GREEN GRA PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=58.08' @ INSTALL 9"X9" CATCH BASIN (2-0PENING} NOS PART 900 111TH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=58.33' 75 INSTALL 8 ZN-415-BB-VP l',1TI, TYPE B POLISHED NICKEL STRAINER VANDAL PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SOR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=58.57' r-;;:;.,. IN TALL 8 ZN-415-BB-VP 1'11 TYPE B POLISHED NICK L S AINER VAN AL Y.:::1 PROOF & ADA COMPLIANT} ANO REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=58.15' INSTALL 8 ZN-415-8B-VP 1'11TH TYPE B POLISHED NICKEL STRAINER VANDAL PROOF & ADA COMPLIANT} AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=57.66' INSTALL 9 X9 CATCH BASIN (4-0PENING NOS PART 900 111TH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SOR 35 PVC; PIPE SLOPE NOT TO BE LESS THAN 1.0% @ INSTALL TWO 3" ATRIUM GRATES (NOS 72 & 70 FOR DECOMPOSED GRANITE AND LANDSCAPED AREAS, RESPECITVELY. OR APPROVED EQUAL) INSTALL 31± lF OF 3" DR 35 PVC AND SIDEWALK UNDERDRAIN PER SDRSD D-27. 40 ( IN FEET ) I INCH= 20 FT SHEETS ~ CITY OF CARLSBAD t----t----+----------------1-----t---+---+-----I l____1QJ ENGINEERING DEPARTMENT ~===~========::::....=:===; 100 DATE, 11-04-04 FLC PROJECT NO. COZ20 o-----+---+----------------+---t-----+----+------1 DESIGN BY: AMZ DRAWN BY: AMZ DATE INITIAL DATE INITIAL DATE INITIAL RrnEWED BY, WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK GRADING & DRAINAGE PLAN C-5.1 APPROVED BY: _.,. /J/ _..✓,_cl',,,,,~:,.2,::;.'l,;J?,~¼.~e.~-e=!r,,,_., ·,e'~;,..,,;~~-?""9.;;~°=-~-11-Lo-M WILLfKMY l\fuilMEi{ RCE2s115 EXP. 3-31-06 DATE OWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZ/GIC/W PROJECT NO. 38022 DRAWING NO. 421-5A .., 1 I MATCH LINE SHEET C-5.1 \ . SYM 2 3 4 5 5A 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 _1_1_1_il_1 EXISTING LENGTH SIZE 165' ± 8' 117' ± 12· 88' ± 12· 44' ± 18" 15' ± 6" 54' ± 6" 44' ± 15" 29' ± 15" 76' ± 15" 104' ± 15" 125' ± 18' 161' ± 24' 21 ± 24' 2' ± s· 11' ± 6" 35' ± 24' 55' ± s· 36' ± 6" 36' ± 6' 29' ± 6" 32' ± 5• 39' ± 5• 18' ± 6' 28' ± 6" 55' ± 6" 20· ± 6" 45' ± 5• 112' ± 6" 43' ± 6" --·-7 58.50' TC 58.00 FS EXISTING STORM DRAIN TABLE TYPE SLOPE NOTES PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR35 2.00% BEDDING PER R.S.D. S-4 RCP-2000 D 5.00% BEDDING PER R.S.D. D-60 PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR 35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR 35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR 35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR 35 1.00% BEDDING PER R.S.D. S-4 RCP-2000 D 1.00% BEDDING PER R.S.D. D-60 RCP-1500 D 2.50% BEDDING PER R.S.D. D-60 RCP-1500 D 3.00% BEDDING PER R.S.D. D-60 PVC-SDR 35 5.0% BEDDING PER R.S.D. S-4 PVC-SDR 35 5.0% BEDDING PER R.S.D. S-4 RCP-1500 D 5.00% BEDDING PER R.S.D. D-60 PVC-SDR35 6.60% BEDDING PER R.S.D. S-4 PVC-SDR35 5.03% BEDDING PER R.S.D. S-4 PVC-SDR35 3.08% BEDDING PER R.S.D. 5-4 PVC-SDR35 0.86% BEDDING PER R.S.D. S-4 PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 PVC-SDR35 1.89% BEDDING PER R.S.D. S-4 PVC-SDR35 3.25% BEDDING PER R.S.D. S-4 PVC-SDR35 .0% MIN BEDDING PER R.S.D. S-4 PVC-SDR35 228% BEDDING PER R.S.D. S-4 PVC-SDR35 228% BEDDING PER R.S.D. S-4 PVC-SDR35 6.50% BEDDING PER R.S.D. S-4 J 59.00' TC 58.50 FS EXISTING ' --~·--. ---··-··-··----·-· ',,,. ___ _ Underground Service Alert Coll: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG -CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility SCHMIDT DESIGN GROUP, INC. for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and oil liability, real or alleged, in connection with the performance of work on this project, e•cepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. ••• j ,, \, • .! •• :, BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 61.25' FS 'r'----~!....!...I .!!!!!!!!'-!I 6 0 ! "-..----l-l';:5::::9:C. 7~5J-, -TG-Ii 59. 71' TCO 59.60' FS ~i "--5-9_. 4_7_' _F..-S t I I 710 ,sw CUP 03-18 LEGEND EXISTING SEWER LINE EXISTING STORM DRAIN PROPOSED CONTOUR LABEL PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED STORM DRAIN 59.70' TG 59.52' FS 59.24' FS 59.14' FS I I I r "-'aiiio"..---.,;.J'9r' LIMITiOF ORK I"" ' --7 I\ ,. " MATCH MATCH EX ,i 57.55' FS J. I I / Le.I DATE, 11-04-04 59.31' FS 58.18' FS i I 57.60' FS 56.48' TC 55.98 FS ii LD <( .---'.2 LIMIT OF WORK I ' "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR 10 0.8%. ! J DATE DATE I I I I I I I I I I I I ... , I I I I I I I "<t" LO I (.) 1-w w :::c Cl) w z ...J :::c ~ ~ . . INV. 6" PVC NORTH IN= 57.57' INV. 6" PVC WEST IN= 59.37' INV. 8" PVC OUT= 57.07' INSTALL CU NIN INL INSTALL 5 CURB OPENING INLET TYPE B PER SDRSD I = ' V " P T= @ 6" PVC STORM TO TIE INTO 12" RCP PER SDRSD D-63. CENTER LINE ELEVA Tl0N=53.24' INV. 6" PVC IN=52.99'. ;;;:;,.._ CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD 0-10. OP OF \:Y MANHOLE=60.83'± (MATCH FINISHED GRADE) INV. 6' PVC IN= 57.48' INV. 12' PVC IN=51.89' INV 18" RCP OUT=50.02' Q.. CONNECT TO EXISTING STORM DRAIN CLEANOUT. INV. 48 RCP IN=45.57 ~ INV. 48" RCP OUT= 45.37' FIELD VERIFY INV. 18" RCP IN=48.00' @ INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=60.06' 0-INSTALL CLEANOUT PER CITY OF CARLSBAD sm. DWG. S-6 MOD. . MATCH '::!.!/ FINISHED GRADE. CAP SHALL BE LABELED "STORM DRAIN". 5B INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.34' INV. 15" PVC OUT =55.98' @ INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=SB.34' INV. 15" PVC IN= 55.54' INV. 15" PVC OUT=55.44' @ INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRA TE=58.36' INV. 6" PVC IN= 55.15' INV. 15" PVC IN= 55.15' INV. 15" PVC OUT=55.05' @ INSTALL CLEANOUT PER SDRSD D-10. TOP OF MANHOLE=58.48 ± MATCH FINISHED GRADE) INV. 15" PVC IN=54.39' INV. 15" PVC OUT=54.29' 62 INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALEN WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=57.50' INV. 6" PVC IN= 54.99' INV. 15" PVC IN= 53.25' INV. 18" RCP OUT=53.15' @ IN ALL J N N A 24 X INL A IVA N WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=56.40'± INV. 18" RCP IN=51.90' INV. 24" RCP OUT=51.80' 64 6" PVC STORM TO TIE INTO 24 RCP PER SDRSD D-63. CENTER LINE EL VATION=50.90' INV. 6" PVC IN=50.65" id\ INSTALL JENSEN PRECAST 24 X36 DROP INLET OR APPROVED EQUIVALENT ~ WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=55.50'± INV. 24" RCP IN=47.77' INV. 24" RCP OUT=47.67' INSTALL STORM DRAIN CLEANOUT TYPE A-8 PER SDRSD D-9. OP OF MANHOLE=55.50'± (MATCH FINISHED GRADE) INV. 6" PVC WEST IN=52.62' INV. 6" PVC EAST IN=53.78' INV. 6" PVC NORTHWEST IN=53.08' INV. 24" RCP IN=45.15' " ' IN ALL X A CH A IN -I N A N A PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6" =53.63' INSTALL 9"X9" CATCH BASIN (2-0PENING) NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED " ' Q.. CONNECT TO EXISTING 60 RCP STORM DRAIN l',lTH CONCRETE LUG CONNECTION \'.:.::,' PER SDRSD D-63. INV. 24" RCP IN=43.30" CL CL ELEVA Tl0N=44.30' ~ INSTALL 23± LF. TWO 4-INCH, PVC STORM DRAIN PIPES AT INVERTS SPECIFIED \c:'/ ON PLANS. @ INSTALL 9"X9 CATCH BASIN (4-0PENING) NDS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED E UAL. INV. 6"=56.97' ~ INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 WITH GREEN GRATE Y5 PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=58.78' 73 INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=58.08' @ INSTALL 9"X9" CATCH BASIN (2-0PENING) NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED E UAL. INV. 6" =58.33' 75 INSTALL 8 ZN-415-8B-VP WITH TYPE B POLISHED NICKEL STRAINER VANDAL PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=58.57' Q. A -4 --WI H TY E LISHED NICK L S AINE VAN AL '!.31 PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6' SDR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=58.15' INSTALL 8 ZN-415-8B-VP WITH TYPE B POLISHED NICKEL STRAINER VANDAL PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=57.66' INSTALL 9 X9 CATCH BASIN 4-0PENING NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SOR 35 PVC; PIPE SLOPE NOT TO BE LESS THAN 1.0% @ INSTALL TWO 3" ATRIUM GRATES (NOS 72 & 70 FOR DECOMPOSED GRANITE AND LANDSCAPED AREAS, RESPECITVELY. OR APPROVED EQUAL) INSTALL 31± LF OF 3" SOR 35 PVC AND SIDEWALK UNDERDRAIN PER SDRSD D-27. GRAPHIC SCALE 20 0 20 40 ( IN FEET ) I INCH= 20 FT SHEETS ~ CITY OF CARLSBAD 1------,f--+----------------l---+--+----l---f L±.Q__j ENGINEERING DEPARTMENT :=:==-=====================:::::'....'::====! 100 PINE AVENUE PARK GRADING & DRAINAGE PLAN C-5.2 F LC FLORES LLNO CONSLL TANTS FLC PROJECT NO. C0220 l----+---+----------------+---1----+---+-----I APPROVED BY: ~ ./4-J/~ ,,; ' •• ........._ /1-/(J•Qf IIITT:iXM E. PLUMMER '~116 EXP. 3-31-06 DA TE FtROFEBBIONAL ENGIINEERB 715!0 mAl1E 8 ! I L ! , euTE 'Bl. SAN tll!!BO. CAl..FCFNA seR1 (Ell!l!IJ FAX 18158~ eae oee? DESIGN BY: ORA'AN BY: REVIE\\fD BY: AMzl----+---+----------------+---1----+---+-----I ~============.:;-;:::========~:::::::::::::::::::::::::::: OWN BY: AMZ PROJECT NO. DRAWING NO. AMZ DATE INITIAL CHKD BY: AMZIGIC 38022 421-SA RVOO BY: AMZ/GIC/WR WRL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I I I I I I I I I I I I I I I- 111 I I I C) (() ( \ \ 1 I ,7 ~ ( I / / I / \ / 1_,_,_,_ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG - \ I I \ I 0 (C) I I / ARTIFICIAL TURF SUBDRAIN SYSTEM TO DRAIN AND TIE INTO LATERAL AT SOUTH END OF SITE REFE;R TO.DETAIL SHEET C-5.7 TIE 6" STORM DRAIN INTO FIELD SUBDRAIN HEADE / / / / \ I I I 59.16' TG 58.40' INV 78 TIE 6" STORM DRAIN INTO FIELD SUBDRAIN HEADE 158.15' FS 1 I _1_1_1_1_1_1_1_,_1_1_1_1_1_1_1 MATCH LINE SHEET C-5.4 ~ CELSQC Consulting Engineers & Land Surveyors of California SCHMIDT DESIGN GROUP, INC. 'i' Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, ond construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. ••• ,11 \ .I BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing ,_and must be approved by the preparer of these plans. ••• , 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 I I I I • ' I II 1,', , i ,.. s/i . I ' ~:., fl :1 :: I ,, " t('.: i ~; , I'"") 0 :.;.,-,:: REF~R ~O JFF t; IMPROVEMENT PLANS FOR CHESTlNUT AVENUE FOR COORDINATION (DWG 421-5) _Ci I 11 , ,, ' :!I ·: I lb' "·" . ,, 0" Jl ; b ;;~, CJll ,,;:.-, !5'(j 1"7 ~:)·;, m! " z. "' r::.-. ,1, ((l I'.',: I ., '.,, ,.') "' (,) : ,, 1 I I I ' 1 I I • I u z 0 u h \ LL 0 I- ::!!: :::J \ I I \ , .. \ /", I '--I I I , , I ...., -■ F LC FLORES LUNO CONSULTANTS PROFES ■IONAL ENGINEERS 7lilQO TRACE B ! I & ! • SUTE "lii!D. BAN CIEGC, CAI..FCfNA aR1li!1 1B1!B1 &<&iii FAX [Bl5B) 1827 STORM DRAIN TABLE SYM LENGTH SIZE TYPE SLOPE NOTES 1 165' ± a• PVC SDR35 1.00% BEDDING PER R.S.D. S 4 2 117' ± 12" PVC SDR35 1.00" BEDDING PER R.S.D. S 4 3 88' ± 12" PVC-SDR35 2.00" BEDDING PER R.S.D. S-4 4 44' ± 18" RCP-2000 D 5.00" BEDDING PER R.S.D. D-60 5 15' ± 6" PVC SDR35 1.00" BEDDING PER R.S.D. S 4 5A 54' ± 6" PVC-SDR35 1.00% BEDDING PER R.S.D. S-4 6 44' ± 15" PVC-SDR 35 1.00% BEDDING PER R.S.D. S-4 1710. CUP 03-18 LEGEND EXISTING MAJOR PRvrRt TY LINE EXISTING INDEX CONIOUR~ EXISTING INTERMEDIATE c~r:Dr11J1======j EXISTING WATER LINE EXISTING SEWER LINE EXISTING CURB /CURB & GUTTER PROPOSED INDEX CONTOUR 15"\ " " 1 r-.• 1 I I fll 11 I PROPOSED CONTOUR LABEL 7 29' ± 15" PVC SDR 35 1.00% BEDDING PER R.S.D. S-4 ,sw PROPOSED WATER LINE , .. •• PROPOSED SEWER LINE 8 76• ± 15" PVC-SOR 35 1.00"' " BEDDING PER R.S.D. S-4 ~1•• sr PROPOSED STORM DRAIN 9 104' ± 15" PVC SDR 35 1.00"' B PER ,. EDDING R.S.D. S 4 ) J 1-I .t:l. -\II 10 125' ± 18" RCP-2000 D 1.00% BEDDING PER R.S.D. D-60 /,;n\ ,,,~IALL O cu~~ u INLU ,"WE '-' ~.,....,u___,-L ... ....,,u"""1.,,,...ur=1NLt""."'1~=0, ...... ,~--1 H,.1-11 H-1-617,-±+-2--:4.+-RC-P ___ 1_50_0_D-+-2-.50-"-+--BE_D_D_IN_G_P-ER-R-.S-.D-.-D--6-0--I '= INV. 6" PVC NORTH IN= 57.57' INV. 6" PVC WEST IN= 59.37' INV. 8" PVC OUT= 57.07' H1!!!12=;-+-2:::7_' -=±+2=:4'--"+.:.:R=CPc...-....:1c::500=-.::.D+3:....00=%+--'B:..:E=D=Dl::..:N.:.G..;.P.;:ER:.:....:.R::..:.s:.;:.D:..:·....:D:...-..:6..:.0_-f ( ~,\ INS I ALL O ~u,c uetNING INLt.1 l Yet B etK ~u,SD D-2. I ue u, IN Lt I ~o I. /U 13 2' ± 6" PVC-SDR 35 5.0% BEDDING PER R.S.D. S 4 '..::.:I INV. 8" PVC IN-55.42' INV. 12" PVC OUT-54.92' I /,;o\ INS IALL 5 CU~B OPENING INLET TYPE B ~ER SDRSD D "L. ,op OF INLET 61.Lo 14 11' ± 6" PVC-SDR 35 5.0% BEDDING PER R.S.D. S-4 I ':::I I"" 17" PVr. '" s-~·· '"V 1?" Pvr. n»T ·"·""' 15 35' ± 24" RCP-1500 D 5.00% BEDDING PER R.S.D. D-60 @ 6" PVC STORM TO TIE INTO 12" RCP PER SDRSD D-63. CENTER LINE H!"-i-+--:--+--::-+-----+--+--===--==:-::--:-::--:----l 'eJ' ELEVATION-53.24' INV 6" PVC IN-52.99'. 16 55' ± 6" PVC-SOR35 6.60" BEDDING PER R.S.D. S-4 ~ CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD 0-10. TOP OF t-1"1•1H-36-:-, -±+-6-::-.+P-V-C--S-D-R-35-t-5-.0-3-,.+---::B=ED=D-::-IN::-::G--:P::-::E:=-R-:R::-::.s:--:.D:-_-=s-_.,.4----1 'a MANHOLE=60.83'± (MATCH FINISHED GRADE) INV. 5• PVC IN= 57.48' INV. 12" 36, ± 5• PVC IN-51.89' INV 18" RCP OUT-50.02' t-i-1_sH---':..:C...=t....:C...+:P--=VC-=----'S"'D"-'R.:::35'-t-'3::.;.0:..:8::..:%+_8_ED_D_IN_G_P_E_R_R_.s_.D_._s_-_4_---1 k2' CONNECT TO EXISTING STORM DRAIN CLEANOUT. INV. 48 RCP IN=45.57' 19 29' ± 6" PVC-SOR35 0.86% BEDDING PER R.S.D. S-4 'e1 INV. 48" RCP OUT= 45.37' (FIELD VERIFY) INV. 18" RCP IN=48.00' 20 32' ± 6" PVC-SDR35 1.00" BEDDING PER R.S.D. S-4 @ INSTALL 9 X9 .. CATCH BASIN (2-0PENINGJ NOS PART 900 WITH GREEN GRATE H"'2-11 H--':::._=+..c.._+'---'-"--='-=''-t.:..:.::a=.+-....;;..c;;..;;.;;.c.:. ______ -1 PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED 39' ± 6" PVC-SDR35 1.00" BEDDING PER R.S.D. S-4 EQUAL. INV. 5• 60.06' 22 18' ± 6" PVC-SDR35 1.00" BEDDING PER R.S.D. S-4 0.. INSTALL CLEANOUT PER CITY OF CARLSBAD STD. DWG. S-6 (MOD.). MATCH 1-i'-nf-....:C...-f-,,-+.:.....:..:.....:=.::..:...+=::..::...t------------l 'v:'..!/ FINISHED GRADE. CAP SHALL BE LABELED "STORM DRAIN". H.-23-.----+-_2_8'_±-+_s_· +P_vc_-_s--D __ R35'-'-+-1_.8_9%-+ __ BE_D_D_IN_G_P_ER_R_.s_.D_ • ...,.s_-4 __ -I (,;,,_\ INSTALL JENSEN PRECAST 24"X24 DROP INLET \ OR APPROVED EQUIV ALEN I J 24 55' ± 6" PVC-SOR35 3.25% BEDDING PER R.S.D. S-4 '= WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.34' INV. 15" 25 20' ± 6" BEDDING PER R.S.D. S-4 PVC OUT-55.98' H1""1H--'"'-=+-=-+P--VC.:.-....:5:=D:..:R3:.:5,::::·0::::"--M::::IN+--,,==-==::--::--:-::--:--:----il /,;a\ INSTALL JENSEN PRECAST 24"X24" DROP INLET (OR APPROVED EQUIVALENT) 26 45• ± 6" PVC-SDR35 2.28% BEDDING PER R.S.D. S-4 I '-::2 WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.34' INV. 15" 27 112' ± 5• PVC-SDR35 2.28% BEDDING PER R.S.D. S-4 PVC IN= 55.54' INV. 15" PVC OUT=55.44' H~H.....:~-=t-=-+...:.:...=:.:::::...+-=:=+----=c=::-::--==:-::--:-::--:--:----i 150' INSTALL JENSEN PRECAST 24"'X24" DROP INLET (OR APPROVED EQUIVALEN IJ 28 43' ± 6" PVC-SDR35 6.50" BEDDING PER R.S.D. S-4 ~ WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=SB.36' INV. 6" "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE PVC IN-55.15' INV. 15• PVC IN-55.15' INV. 15" PVC OUT-55.05' @ INSTALL CLEANOUT PER SORSD D-10. TOP OF MANHOLE=SB.48 ± (MATCH FINISHED GRADE) INV. 15" PVC IN=54.39' INV. 15" PVC OUT=54.29' /,s?\ INSTALL JENSEN PRECAST 24 X24 DROP INLET (OR APPROVED EQUIVALENT) 'CY l't1TH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=57.50' INV. 6" PVC IN-54.99' INV. 15" PVC IN-53.25' INV. 18" RCP OUT-53.15' ,Q INS1ALL ocNocN CKt.t;A~I 24 X.>b UKU~ INLtl \UK ArrnOVtU • LENIJ ".:.::Y WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=56.40'± INV. 18" RCP IN-51.90' INV. 24" RCP OUT-51.80' /~4\ 6" PVC STORM TO TIE INTO 24" RCP PER SDRSD D-63. CENTER LINE 'CJ ELEVATION-50.90' INV. 6" PVr. IN-50.65' Id\ INSTALL JENSEN PRECAST 24 X36 DROP INLET (OR APPROVED EQUIVALENT) \'.:.::Y 'MTH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=55.50'± INV. 24" RCP IN=47.77' INV. 24" RCP OUT=47.67' /,s,s\ INSTALL STORM DRAIN CLEANOUT TYPE A-8 PER SDRSD D-9. TOP OF 'C:/ MANHOLE=55.50'± (MATCH FINISHED GRADE) INV. 6" PVC WEST IN=52.62' INV. 6" PVC EAST IN=53.78' INV. 6" PVC NORTHWEST IN=53.08' INV. 24" RCP IN=45.15' INV ?d" -'IIT='" no• (,;7\ INSIAU. s X9 CAIc.;H BASIN (.!-ol'rnlNGJ Nuo PA1<1 sue ,vttH ur<ttN u,A,t. 'C.:./ PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=53.63' @ INSTAil. 9"X9" CATCH BASIN (2-0PENING) NOS PART 900 l',1TH GREEN GRATE PART 990 (VANDAL PROOF) ANO REQUIRED APPURTENANCES, OR APPROVED en, 1" ,~v s• •" oo• ,Q CONNECT TO EXISTING 60" RCP STORM DRAIN 'MTH CONCRETE LUG CONNECTION ~ PER SDRSD D-63. INV. 24" RCP IN-43.30' CL/CL ELEVA TION-44.30' t70\ INSTALL 23± LF, TWO 4-INCH, PVC STORM DRAIN PIPES AT INVERTS SPECIFIED \: ~ ON PLANS. (21) INSTALL 9··x9 .. CATCH BASIN (4-0PENING) NOS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"-56.97' ~ INSTALL 9-x9·· CATCH BASIN (2-0PENINGJ NOS PART 900 WITH GREEN GRATE Y.3 PART 990 (VANDAL PROOF) ANO REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6" -58. 78' 17,\ INSTAil. 9"'X9" CATCH BASIN (2-0PENING) NOS PART 900 WITH GREEN GRATE \:.::7 PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6" =SB.OB' @ INSTALL 9"X9" CATCH BASIN (2-0PENING) NOS PART 900 1',1TH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"-58.33' h~\ INSTALL 8. ZN-415-8B-VP WITH "TYPE B POLISHED NICKEL STRAINER(VANOAL \:.::7 PROOF & ADA COMPLIANT) ANO REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SOR-35 PVC ANO STANDARD 6" WYE BRANCH. INV. 6"=58.57' hd\ INSTALL 8 LN 415-BB-VP WIIH TYPE 8 ~uLISHcu NICKEL sI~AINER(VANUAL 'CT PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6" WYE BRANCH. INV. 6"=58.15' (z_j) INSTALL 8"' ZN-415-88-VP l't1TH "TYPE ff" POLISHED NICKEL STRAINER(VANDAL PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SOR-35 PVC ANO STANDARD 6" WYE BRANCH. INV. 6"=57.66' hR\ INSTALL 9··x9·· CATCH BASIN (4-0PENING) NDS PART 900 WITH GREEN GRATE \'..:j/ PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6' SDR 35 PVC; PIPE SLOPE NOT TO BE LIESS THAN 1.0% @ INSTALL TWO 3" ATRIUM GRATES (NOS 72 & 70 FOR DECOMPOSED GRANITE AND LANDSCAPED AREAS, RESPECITVELY. OR APPROVED EQUAL) INSTALL 31± Lf OF 3" SOR 35 PVC ANn SIDEWAI K UNDERDRAIN PER SDRSD 0-27. REFER TO SHEET C-5.0 FOR ALL APPLICABLE GRADING NOTES. GRAPHIC SCALE 20 0 20 ( IN FEET ) I INCH~ 20 FT SHEETS ~ CITY OF CARLSBAD t---f----+----------------f----1--+---t-----l ~ ENGINEERING DEPARTMENT ~==--'========:::'::::::::========:'....':== 100 PINE AVENUE PARK GRADING & DRAINAGE PLAN C-5.3 DAlr, 11 04-04 APPROVE~ BY: • _.,, L'°7/ ""FL=c=PR~o=..t:c_T_N_o._c_o_22_0J-----+--+-----------------l---1--+--+----I '3~M~R' ~-31 _06 //'(~E CJ4 DESGN BY1 AMZ 1---+---1------------------+---+---t---t----l ~;::::;;:::::==::;:::::;-;::::========:;-;:====::: OWN BY: AMZ I PROJECT NO. I DRAWING NO • DRAWN BY: RE>iEWED BY, AMZ DA TE INlllAL DA TE INlllAL DA TE INITIAL CHKO BY: AMZIGIC WRL EN~NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: AMZJGICIWR . 38022 421-5A N t·-1-I-I I I I I I - I I H - E I I I MATCH LINE SHEET C-5.3 I_I_I_I_I_I_I_I_I_I_ --·-1-1_1_1_1_1_1_1 .7 ~ v:i'o ARTIFICIAL TURF SUBDRAIN SYSTEM TO DRAIN AND TIE INTO LATERAL AT SOUTH END OF SITE REFER TO DETAIL SHEET C-5.7 ~ 0 N 57. 58.55' FS fo CJ, ~ ·'h I ~··· ' r..1p, ;,;.:: ,LJ \ I I I I I I I 57.54' TW 56.04 BW 57.46' TW 55.96 BW 57.20' TW 55.70 BW 57.18' TW 55.68 BW 56.90' TW 55.40 BW 56.82' TW 55.32 BW 56.56' TW MATCH LINE ALLEY I I 57.12' TW 55.62 BW I I i:~~ =:I 56.86' TW 55.36 BW 56.50' TW 55.00 BW l,_J 56.66' TW 55.16 BW 56.28' TW 54.78 BW 56.70' TW 55.20 BW 55.96' TW 54.46 BW I q '2o ~~----'.:L~ 56. 04' TW 55. 70' TW 54.54 BW 54.20 BW I 56.02' TW 54.52 BW 55.42' TW 53.92 BW ~ a::: 0 54.00' FS 53.80' FS CUP 03-18 LEGEND EXISTIN MAJOR PROPRETY LINE EXISTING INDEX CONTOUR 5 XISTING INTERM D ONT -f_J( 1·•"\\ -------, EXISTING WATER LINE -•~m • •----• D( 1f)' \\ • • ·& f C, 710 4" s·; EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING CURB CUR PROPOSED IND X C PROPOSED CONTOUR LABEL PROPOSED WATER LINE PROPOSED SEWER LINE INV. 6" PVC NORTH IN= 57.57' INV. 6" PVC WEST IN= 59.37' INV, 8' PVC OUT= 57.07' INSTA NIN INL Y D INV. 8" PVC IN= 55.42' INV. 12" PVC OUT=54.92' INSTALL 5 UR OPENING INLET TYPE B PER SDR V " V I = ' NV ' PV ~ 6' PVC STORM TO TIE INTO 12' RCP PER SDRSD D-63. CENTER LINE \:.::1 ELEVA TION=53.24' INV. 6" PVC IN=52.99'. D.. CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD D-10. TOP OF \::'.1/ MANHOLE=60.83'± (MATCH FINISHED GRADE) INV. 6' PVC IN= 57.48' INV. 12" PVC IN=51.89' INV 18" RCP OUT=50.02' @ CONNECT TO EXISTING STORM DRAIN CLEANOUT. INV. 48 RCP IN=45.57 INV. 48" RCP OUT= 45.37' FIELD VERIFY INV. 18" RCP IN=48.00' /;;2,, INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 WITH GREEN GRATE \5' PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=60.06' rc:;-., INSTALL CLEANOUT PER CITY OF CARLSBAD sm. DWG. S-6 MOD. . MATCH ~ FINISHED GRADE. CAP SHALL BE LABELED "STORM DRAIN", LO I I TIE 6' STORM DRAIN INTO FlELD SUBDRAIN HEADE 57.27' 55.06 BW 56.22' TW 54.72 BW I 55.78' TW 54.28 BW 55.66' TW 154.16 BW I- ::: i 58 INSTALL JENSEN PRECAST 24 X24 DROP INLET OR APPROVED EQUIVALENT WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=58.34' INV. 15" PVC OUT =55.98' (.) I-I w w I Cf) I w z .7 _J ~ I (.) I I-<( ~ I 10 I .40' TG PROFILE B SHEET C-S. 24• ST 18" ST I I 57.10' FS 57.00' FS 56.79' FS I 56.49 FS ---~b---l 56 56. 77' TC --,.-, w-:,, 56.27 FS OFILE B SHEET C-6 24" ST -~--~56.84' FS 57 56.02' TC ~ 55.52 FS 2+" ST 56.10 FS 56 56.00' FS 57.17' FS ~-----157f---+ 55.25' FS 55.40' FS -55.25' TC 54.75 FS ====•=11 ■■■----- ======================:;::N:::!¥;55~-9~/5~.:/cdcF~:,;;c;;. •-.~•t;:, =~~~~t:t~Jr'1ltc~~~==============:=:::::=======---=--=--'~~!t:~t~t·1;1f:1==:::=::====; MATCH LINE ALLEY ■ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• ••• :, •• I ••• , BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ J41J9 \ 'ir-r'-'--'-Ttt"C..,.,.n );( Ii __J_ "" ii:; I (> " •~--:c• (.£) ·-; !"', BJ . C '" x l.,! I I [i " a , ,,, ,.,_ (",j Ln ,o ~-~ '· \ ·" ' "' ' ' r-- ~ a::: 0 ~ lu. ·o !:: ::E \ :::J (_J 7 I I I I l I • 56.32' TW 54.82' BW Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG F LC FLORES LL.NJ CONSULTANTS FIRCFESSIONAL ENGINEERS 7llilC TRACIE SI E;, 8.ITE '110. SAN CEBC. CAI.PCFNA 8R'E1 (l!l!B) l!B!I-OBai! FAX (815B) &P S'iM 1 2 3 4 5 5A 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RCE __ _ REVIEWED BY: INSPECTOR I LIENGTH SIZ TYPE SLOPE NOTES k2\ INSTALL JENSEN PRECAST 24 X36 DROP INLET OR APPROVED EQUIVALEN ---l-:,;--;,,--,==--l---+--BE_D_DI_N_G_P_ER_R_.S_.D_. _S-_4 __ , \':::1/ WITH VANDAL PROOF, ADA COMPLAINT GRATE. TOP OF GRATE=55.50'± INV. 24" BEDDING PER R.S.D. S-4 RCP IN=47.77' INV. 24" RCP OUT=47.67' 165' ± a· PVC-SDR35 1.00% 117 ± 12· PVC-SDR35 1.00% INSTALL STORM DRAIN CLEANOUT TYPE A-8 PER SDRSD D-9. TOP OF BEDDING PER R.S.D. s-4 MANHOLE=55.50'± (MATCH FINISHED GRADE) INV. 6" PVC WEST IN=52.62' INV. 6" BEDDING PER R.S.0. 0-60 PVC EAST IN=53.78' INV. 6' PVC NORTHWEST IN=53.08' INV. 24" RCP IN=45.15' 88' ± 12· PVC-SDR35 2.00% 44' ± 18" RCP-2000 D 5.00% BEDDING PER R.S.D. s-4 IN ALL 9 X9 CA rJH BA IN NING N A O WI N A BEDDING PER R.S.D. S-4 PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED 15' ± 6" PVC-SDR35 1.00% 54' ± 6" PVC-SDR35 1.00% EQUAL. INV. 6" =53.63' --:-+-:-:;;-i-:::-::::-:::-:--:-=-+..:'-:-::::-t-"'BE=:D.:.D__;IN.:..G..cP-=ER:'-':'Rc::.S;;;:.D.:.. • .:.s-_4.:..__-j W INSTALL 9"X9" CATCH BASIN (2-0PENING) NDS PART 900 WITH GREEN GRATE BEDDING PER R.S.D. S-4 \':::1/ PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED 44' ± 15" PVC-SDR 35 1.00% 29' ± 15" PVC-SDR 35 1.00% 76' ± 15" PVC-SDR 35 104' ± 15" PVC-SDR 35 125' ± 18" RCP-2000 D 161' ± 24" RCP-1500 D 27' ± 24" RCP-1500 D 1.00% BEDDING PER R.S.D. S-4 1.00% BEDDING PER R.S.D. S-4 1.00% BEDDING PER R.S.D. D-60 2.50% BEDDING PER R.S.D. D-60 3.00% BEDDING PER R.S.D. D-60 " ' ;;;;:,.. CONNECT TO EXISTING 60 RCP STORM DRAIN WITH CONCRETE LUG CONNECTION ~ PER SDRSD D-63. INV. 24" RCP IN=43.30' CL CL ELEVATION=44.30' INSTALL 23± LF, TWO 4-INCH, PVC STORM DRAIN PIPES AT INVERTS SPECIFIED ON PLANS. INSTALL 9 X9" CATCH BASIN (4-0PENING) NDS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED E UAL. INV. 6"=56.97' '-:-=-+-=:-+-=-=--=c:..:-=-t..;:.c:.:.:._+-_;;_BE:.:D.:.DI_N_G_P ___ ER-'---R ..... S.c:.D.:.. . ..:.S-_4.:___-1@ INSTALL 9 X9 CATCH BASIN 2-0PENING NOS PART 900 WITH GREEN GRATE BEDDING PER R.S.D. S-4 PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED 2' ± 6" PVC-SDR 35 5.0% 11' ± 6" PVC-SDR 35 5.0% 35' ± 24" RCP-1500 D 55' ± 6" PVC-SDR35 5.00% BEDDING PER R.S.D. D-60 6.60% BEDDING PER R.S.D. S-4 EQUAL. INV. 6" =58.78' 73 INSTALL 9 X9 CATCH BASIN 2-0PENING NDS PART 900 W1TH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED --:--+--::--+-=--=:.:.::.:c.+..:c..c--"-'-+----:cBED==D::clN-:-G-::P-::ER:-:-R-::.s_.D_ . ..,.5-_4,-----, r,;-. INSTALL 9"X9" CATCH BASIN (2-0PENING) NDS PART 900 WITH GREEN GRATE BEDDING PER R.S.D. S-4 y_y PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INV. 6"=58.08' 36' ± 6" PVC-SDR35 5.03% 36' ± 6" PVC-SDR35 3.08% 29' ± 6" PVC-SDR35 32' ± 6" PVC-SDR35 39' ± 6" PVC-SDR35 0.86% BEDDING PER R.S.D. S-4 1.00% BEDDING PER R.S.D. S-4 1.00% BEDDING PER R.S.D. S-4 EQUAL. INV. 6" =58.33' 75 INSTALL 8 ZN-415-8B-VP W1TH TYPE B POLISHED NICKEL STRAINER VANDAL PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6• WYE BRANCH. INV. 6"=58.57' hd\ INS ALL N-415-8B-I H TYPE B OLISH D NICK L S AIN R VAN AL -'-:---+--:-+..:.::..-=:.:.=,..:.:.:.:.c.:..+---:-BE=D-:-D::clN-:-G-::PE=R::-::R-::.S-:.D_. -:S-_4-:----1 Y.:::I PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. BEDDING PER R.S.D. S-4 INSTALL 6" SDR-35 PVC AND STANDARD 6' WYE BRANCH. INV. 6"=58.15' 18' ± 6" PVC-SDR35 1.00% 28' ± 6' PVC-SDR35 1.89% 55' ± 6' PVC-SDR35 20' ± 6" PVC-SDR35 45' ± 6" PVC-SDR35 112' ± 6" PVC-SDR35 3.25% .0% MIN 2.28% 2.28% BEDDING PER R.S.D. S-4 BEDDING PER R.S.D. S-4 BEDDING PER R.S.D. S-4 BEDDING PER R.S.D. S-4 INSTALL 8 ZN-415-8B-VP WITH TYPE B POLISHED NICKEL STRAINER VANDAL PROOF & ADA COMPLIANT) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6" SDR-35 PVC AND STANDARD 6' WYE BRANCH. INV. 6•=57.66' INSTALL 9 X9 CATCH BASIN 4-0PENING NDS PART 900 WITH GREEN GRATE PART 990 (VANDAL PROOF) AND REQUIRED APPURTENANCES, OR APPROVED EQUAL. INSTALL 6' SDR 35 PVC; PIPE SLOPE NOT TO BE LESS THAN 1.0% BEDDING PER R.S.D. S-4 43' ± 6" PVC-SDR35 6.50% "AS BUil T" Q3) INSTALL TWO 3" ATRIUM GRATES (NDS 72 & 70 FOR DECOMPOSED GRANITE AND =========:::=;--------------i LANDSCAPED AREAS, RESPECITVELY. OR APPROVED EQUAL) INSTALL 31± lF OF " DR 5 PVC AND SIDEWALK UNDERDRAIN PER SDRSD D-27. REFER TO SHEET C-5.0 FOR ALL APPLICABLE GRADING NOTES. EXP, ___ _ DATE t, 20 GRAPHIC SCALE 0 20 40 ( IN FEET ) 1 INCH= 20 FT DATE SHEETS ~ CITY OF CARLSBAD 1----+---+----------------+----11----+---+-----I ~ ENGINEERING DEPARTMENT :===='-'==::::::::::::::'::::::::::===::::==:::::::::::::::::::::==~~ 100 PINE AVENUE PARK GRADING & DRAINAGE PLAN C-5.4 DAm 11 -04-04 APPR~D BY ,--.,.7,: -✓ ~.) /_ FLC PRO.ECT NO. C0220 l----t----+----------------t----11----+---,----I -..,&~',<-~='!!'-"!,fw,!!!-~,;.<-+-,..-,1/-...a:<,f'"trYn'.Jo='='-'',!<'-!e,•~~ //-/ {) 0{)4 WILLIAM E. PLUMMER RC28lf6 EXP. 3-31-06 DATE DESIGN BY: AMZ DRAWN BY: AMZ DA TE INITIAL DATE INITIAL RrnEWED BY, WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL OWN BY: AMZ CHKD BY: AMZ/GIC CITY APPROVAL RVWD BY: AMZ/GIC/WR PROJECT NO. 38022 DRAWING NO. 421-5A I\) 0 I\) :E 0 G') -r, ~ ~ I\) 0 ~ 0~ _J A .a 58.02' IN NSTALL 45± LF 6" SDR 35 PVC @ 1.0%. FS INV.@ CATCH BASIN=57.57' -4~-........_...--1..---'~~~ (REFER TO SHEET C-5.1) fi---iNSTALL 14± LF 4" SDR 35 PVC "- 63.32 TG A 62.08 B SEAT WALLA SCALE 1 "=1 O' I I ) - SEAT WALL B SCALE 1"=10' A 4" SDR 35 JV 58.44' TW •. _J ~ I = #1'2 -c-- 8 63.02 FS lO NSTALL 54± L 6" SDR 35 PVC @ 1.0%. INV @ 6" WYE=58.67' INSTALL 20± LF 4" SDR 35 PV . (REFER TO SHEET C-5.1) 62.86' TG 63.02 FS ... SEAT WALL C SCALE 1 "=1 O' 63.19 TW 61.54' BW . 9 INSTA L 31 ± LF 4" SDR 35 r7:=~~ PV @ 52.4%-:1;::_;:;~~ CONNECT 4" PVC TO 18' RCP \ 732.06 62.26 FS \ 62.43 TW 60.91 BW \ \ (eeITT m ~,n c-,. \ '\ \, ., I " \ SEAT WALL D SCALE 1 "=1 0' / 62.30 TW 59.80'8 59.80 B CUP 03-18 pp ..---·· ---rA,.,6~1.~84-' ~T~G 62.17' TW UN STALC'1 4" SOR 35 . R=1i'.J.U Ill CONNECT 6" PVC LINE TO FIELD SUBDRAIN SYSTE (REFER TO ARTIFICAL TURF DESIGN 11 -62.17' TW 60.46' B NSTALL 37± L " SDR 35 PVC SEAT WALLE SCALE 1"=10' 61.84' TG A I I NSTA L 22± LF ." ,1DR 35 PVC= 60 NSTAL 10± LF NSTALL 48± LF \ A ~ _)! cc56°.8°'8TcFc7S ~>< 57.05 TW 55.33' B SEAT WALL F SCALE 1 "=1 0' 56.72' TG A 57.05' TW 55.24' B r ( \ __ A 58.11' TG 58.44' T 56. 79 B 58.44 T , 56.83 B // NOTE LEGEND ii.-------------.,\ A INSTALL LANDSCAPE DRAINS PER DETAIL 6, SHEET CD-1.0 4" SOR 35 vc--.,;" SOR 35 P vc @ 1. 0% 58.11' TG A SEATWALLG SCALE 1 "=1 0' @ INSTALL 11.25", 22.5',45', 90' BEND SOR 35 PVC AS NEEDED EXISTING SIDEWALK MOUND LANDSCAPING AS NEEDED TO PROTECT TREE AND MATCH EXISTING GRADE AT BACK OF SIDEWALK a 61.18' TW 59.68'8W 59.68'BW 61.43' TW 59.93'8 59.50 B 62.58 T 61.08 BWS 62.44' TW 59. 73'BW 60.94 BW 60.77 FS 59.70'BW 61.13 FS 62.44' TW 60.94 SW 60.26 BW NOTICE TO CONTRACTOR: IF RAMP SLOPE BECOMES 4.8% OR GREATER. RAILINGS WILL BE REQUIRED FOR THE ENTIRE LENGTH OF THE RAMP. AMP SLOPE @ 4.17% 62.14 TW 60.64 BW 60.64 SW 60.64' FS 61.80' TW A 58.78' 8 1.00% 60.42' FS EGIN TRAN liflON TO Z T IR FACE IN THE EAS LY DIRECTI EFER TO D T IL 8, SHEET 59.27' FS 58.92 FS 58.60' FS -~~-~~--.J~L--~~;::-;;;:;_::;::~~t---__1~~;:::6=1.==70:=T:.:W?1\,,--.----=-'.= 58. 78' B NSTALL 11± LF © INSTALL 6"X6"X4" TEE SOR 35 PVC EXISTING PARKING LOT PROPOSED STAGE 0 59 3 W 116.77 ~ ~ " SOR 35 PVC @ 1.0%. INV.@ CATCH BASIN=54.99' L----:::::'.____'/(REFER TO SHEET C-5.2) @ INSTALL 6"X4" REDUCER SDR 35 PVC '1 INSTALL 10± LF © INSTALL 6"X6"X6" TEE SOR 35 PVC 59.10 TW 4" SOR 35 PVC 57.49' B © INSTALL 4"X4"X4" TEE SDR 35 PVC I 59.10 57.35 .-- ' \ / 57 Ill\ SEAT WALL H SCALE 1 "=1 0' 58.77' TG A ---- ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMEN T AL SENSI T IVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 279, AZ 34139 PROPOSED WALL 0 ~-~ ~----t-----+----------------------+-::1:--------/---l----1'-+---+I----..::..., U) / ___ _,:f_ r ( 1 __ . '1 ---·1 Q \ ___,1 .,__J --y. ___ _ u w U) CROSS SECTION A-A (NTS) (REFER TO STAGE DETAIL C-5.5) U) -~+-_ ;µ.µ_-----f ;::::=================:;;===I =l="===--A=i=l:::~=='========r==:=_ "AS BUILT" Expires 6/30/2006 CIV\ ~1..\ F LC FLORES LU\10 CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRACE STFEET, SlJTE 'l!O. SAN DEGO, CAI..FCR"'IA Be2'I [BBB) 688-08!-, FAX (86Bl 5B8 082} STAGE SCALE 1 "= 1 O' RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE f-------i---+-------+----------,f-----------+----+-----------1 ~ :================~ CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 100 PINE AVENUE PARK GRADING & DRAINAGE PLAN C-5.5 DAE 11-04-04 APPRO~D BY:,./ 0 C02201----+--+------------------!---+----+--+----l df.a.P«t:-u ~ I/· /0-0<f- "'o=Es=icN~s=y,---A-M-z1-----+---+-------------------+----+---+----+-----1 ~W=IL=L=IA=M=E=·=P=L=UM=M=E=R::;-;:R=C=E=2=8=17=6=E=X=P.=3-=3=1=-=06~==D=A=TE=~ OWN BY: AMZ I PROJECT NO. I ORA \\ING NO. FLC PROJECT NO. AMZ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AMZIGIC WRL ENGINEER oF woRK REVISION DESCRIPTION OTHER APPROVAL ci TY APPROVAL Rvwo BY: AMz1GIciwR ~----3_8_02_2 ___ ~ 421-5A DRAWN BY: REVIElh£0 BY: ) J ·--·-· ... ···-+---+--+----!--+--+---+--+----+· --r---+---lf---t--+--+ --+---+----<-++t +---+---+ -+---+---+---+--➔ .• i I f-+·+-t--.....,1---+---+ .. . , 5.0% ~ ..... 4 ~.~fi, r.\O-ll.1 ' ' ~-·------------------·-----+--.....,~tN-t---t---.....,---+ --1----+---t-·-··----------------- .,_ .... 117± L lL • 0 • "-0 -------~ -m>.t --~--··t---t-- 11 ~ ,t---1------------- --·--+--.....,!---+---+~ ~--t---+---t--~ z z .....,---+--+-·-+---t-----·->---·-.. ---.-t---1---+---1---+--+----+---+- i ---~ -..... . +---+--+---+---+----+--l--+---,1-----+---1---t----i -··--· . -7---f---,+c-77, • SDR 5 PVC @ ,.vu .... 1.5±1.f 50 0. 9 CFS ., ·' ,:till el ---. .cop,e ... 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Jcop" 8.48 dEs. ___ --1-·-....---··· I-· .. -+--... ·----·· +~ -t---+··· ''cap= 1.39 Ff/SEC ( '~ • . .,.. ... ------ ··---· ··-······ .. ·····-······-+--+--+--+- l i STORM DRAIN PRORLE: L.NE B (REFER TO SHEET C-5.2 & 5.4) SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' : .. -.... ----------~ ... --... ---------... ·--+--·-+-- --. -----, --.. ., .. __ ,. _., __ _ ---------·------+--------1---t---t---+--t--.....,1----·--·-----·l---t----+---+--+---1 ' ' --------1-··-·--·- ------ I ·-t---+---+--+--+---t· ' l ' ...... ,1---+---+--+---l---+---+--•1---t---+ ----·---·----i---t--1------------- i t 1----t---+--+---1· f------+--+---f---+---1---+---+--; - -------- / ~ CELSQC Consulting Engineers &: Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing 1 ,and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• ., ., • •• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236.1462 facsimile {619) 236•8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 F LC FLORES LLNO OONBUL TANTB -FIROFESSIONAL ENGIINEE"■ 7lillill TRACI:! . .' I & I, 8llT'I! 'liilCl l9AN IJE80. CA1..FCFNA E1211i!1 -.... ...,.... FAX (Bl5Bl l!IBEl en DATE: 11-04-04 fSHml4 CITY OF CARLSBAD t---t---+----------------t---t----+---+----1 L2!_J ENGINEERING DEPARTMENT 1----+---+--------------------t----+---t---+----1 PINE AVENUE PARK STORM DRAIN PROFILES C-5.6 SHEETS 100 APPRO~D BY: • :'°" ~/ FLCPROJECTNO. C0220t---+--+------------------+----,1----1---1----t 1~A;p,t~0~;;;0-~,~-=~=--L..,,.,"',f--,,,!',??/4-~.,---~<=-1/-/tJ·(J.4 '-==~----t willlAME.ruJMMER RCE 28176 EXP. 3-31-06 DATE DESGN BY, AMZ t----+---+-------------------+-----+---t---t----1 ::;,:;;=.,;::;;:;::::==.:;;::::::;-;:::============::;-;:=:===~ OWN BY: AMZ PROJECT NO. DRAWING NO. AMZ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AMZIGIC 38022 421 _5A WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AMZIGICIWR DRAVf.l BY: REVIE\\UJ BY: I\> C ~ =E 0 C) 'Tl ~ ~ I\) 0~ O 01 )> L V '" , ' V 0 "' I · 1. . 0 •. 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I I ; I ; I> CUP 03-18 ('A\ 1 >----SECTION THROUGH ARTIFICAL TURF & CONCRETE CURB \.-/; SCALE: NONE SHEET C-5.7 LEGEND : SYMBOL I ■ I ■ I ■ -■-■-■-■-■.J DESCRIPTION 8 OZ. NON-WOVEN GEOTEXTILE MEMBRANE PER SPECIFICATION SECTION 02922 FLATDRAIN (SIZE PER PLAN) PERFORATED HEADER (SIZE PER PLAN) NORTH Underground Se1·vice A.lert Call: TOLL FREE 1-BIJD 422-4133 TWO WOR~lf!C DAYS BEFORE YOU DIG _J I DMA DiGeronimo Mikula Associates, L.L.C. Sturbridge, MA o Cranbury, NJ Designed by: Project: JWD CNWQ-02 CAD File: Drawn by: MG-CNW-02 MJG Date: Checked by: 08-10-04 JWD Scale: NONE i SHFFT \ CITY OF CARLSBAD] SHcclo , 25 R[CRE.~TICN Ucc'A~TME~IT 100 ---I s CH M I D T D E SI G N G ROUP, I NC. PINE AVENUE PARK ARTIFICIAL TURF SUBDRAIN SYSTEM C-5. 7 BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 PROJECT NO,: 02-403 DA TE: NOVEUBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS nATE If\ TIAL ENG NEC:.: O;:-WORK °'C:VISION DESCRl:oTION 11\.TlAL f---~-+--~-----1 DATE 8THE;:-;: APPROVAL IN;TlAL Cl TY ArrROVAL DWN BY: __ _ CHKD BY --- RVWD BY,_:==~ PRO.IECT NO. 38022 DRAWING NO. I\) C 01 ~ 0 C) ..,, ~ 1-l-I\) 0 ~ 0 01 )> Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Lend Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify ond hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• •:! I., • ., •• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile (619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 KEY MAP (NTS) I- :c ',, ,,...,,,,,, ul :::>, DATE, 11-04-04 ' 11-( ' CITY OF CARLSBAD EROSION CONTROL NOTES L IN CASE EMERGENCY WORK IS REQUIRED,CONTACT THE CITY OF CARLSBAD PUBUC WORKS DEPT. AT (760) 602-2720. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABUE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITIE AT CONVENIENT LOCATIONS TO FACIUTATIE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITIHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. TIHE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TIHE CITY ENGINEER DUE TO UNCOMPUETIED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATIED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETIER MUST DRAIN AWAY FROM TIHE FACE OF SLOPE AT TIHE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTIECTIVE DEVICES SHOWN SHALL BE IN PLACE AT llHE END OF EACl-i WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, TIHE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF TIHE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. ADDITIONAL EROSION CONTROL NOTES NOTICE TO THE CONTRACTOR: IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE WHATEVER MEANS NECESSARY TO PREVENT CONTAMINA TIED STORM WA TIER FROM LEAVING THE SITE. LOCATIONS AND TYPES OF BMP DEVICES SHALL BE ADJUSTIED AS NECESSARY OVER TIHE DURATION OF THE PROJECT TO ACCOMMODATE CONSTRUCTION ACTIVITIES. 1. TIHE CONTRACTOR SHALL OBTAIN, READ, AND IMPLEMENT ALL PORTIONS OF TIHE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). 2. THE CONTRACTOR IS RESPONSIBLE FOR DOING WEEKLY, PRE-STORM, MID-STORM, AND POST-STORM INSPECTIONS IN ACCORDANCE WITIH THE SWPPP. 3. THE CONTRACTOR IS RESPONSIBLE FOR TRAINING SUBCONTRACTORS AT LEAST ONCE A MONTIH OR AS NEW SUBCONTRACTORS MOBILIZE ONSITIE. TRAINING SHALL BE RECORDED IN TIHE SWPPP /SWPCP. 4 .. TIHE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NEEDED OR AS REQUESTED BY A CITY OFFICIAL, THE OWNER'S ENGINEER, AND/OR REGULATORY AGENCY INSPECTOR. 5. PRIOR TO TIHE START OF DEMOLITION OR EARTIHMOVING ACTIVITIES, TIHE CONTRACTOR SHALL INSTALL ALL PERIMETER CONTROLS AND THE CONSTRUCTION ENTRANCE PER THE PLANS. 6. THE CONTRACTOR SHALL INSTALL PROTIECTION AROUND ANY EXISTING INLETS WITHIN TIHE PROJECT AREA AND PUBLIC RIGHT-OF-WAY AS INDICATED ON THE PLANS, INCLUDING TIHOSE INLETS THAT ARE OUTSIDE THE LIMIT OF WORK LINE. 7. DURING TIHE NON-RAINY SEASON, THE CONTRACTOR SHALL STORE ADEQUATE SEDIMENT CONTROL MA TIERIALS ONSITE TO CONTROL DISCHARGES AT THE DOWNGRADE PERIMETIER AND OPERATIONAL INLETS IN THE EVENT OF A PREDICTIED STORM. 8. EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR EMERGENCY WORK AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TIERIALS SHALL BE STOCKPILED ONSITIE AT CONVENIENT LOCATIONS TO FACILITATIE THE RAPID INSTALLATION/CONSTRUCTION OF TIEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 9. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTIER CUEARING AND GRUBBING OPERATIONS HAVE CEASED. 10. DISTURBED AREAS OF THE SITIE WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR MORE llHAN 14 DAYS SHALL BE TIEMPORARILY STABILIZED WITIH ONE OR MORE APPROPRIA TIE BMPs. GRAPHIC SCALE 50 0 50 100 ( IN FEET ) 1 INCH= 50 FT CUP 03-18 CITY OF CARLSBAD TEMPORARY EROSION CONTROL NOTES: PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A, HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STIEEPER WHEN TIHEY ARE (a) THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET (b) ALL SLOPES ARE 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTIER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: (a) NOT SCHEDULED FOR IMPROVEMENT {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING, (b) IDENTIFlED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC, {c) HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATIMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGA TIED IN ACCORDANCE WITIH THE FOLLOWING CRITIERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STIEEPER AND THAT ARE: (a) THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA TIED BY HAND WA TIERING FROM QUICK COUPLERS/HOSE BIBS OR CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE, (b) GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTIEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS TIHAN 6: 1 SHALL BE IRRIGA TIED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. TIHE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN TIHE MOISTURE LEVEL FOR THE SOIL AT TIHE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED SLOPE. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO UESS THAN: {a) 20 LBS. PER ACRE OD ROSE CLOVER, (b) 20 LBS. PER ACRE OF ZORRO FESCUE, (C) 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA (d) 4 LBS. PER ACRE OF ACHILLEA MILLEFCUA, (e) 3 LBS. PER ACRE OF AL YSSUM (CARPET OF SNOW), (I) 0.5 LBS PER ACRE OF DIMORPHOUECA, (g) ITIEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTIED ON LOCATIONS WHERE TIHE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES, {h) ITIEM a OF THIS SUBSECTION MUST BE INOCULA TIED WITIH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYRDOSEEDING, (i) ALL SEED MATIERIALS SHALL BE TRANSPORTIED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTIED ON, SAID CONTAINERS, (j) NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TIHE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT TIHE RATIE OF ND LESS TIHAN 2000 LBS PER ACRE. TYPE 6 MULCH (STIRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MA TIERIAL WHEN STRAW IS USED, IT MUST BE ANCHORED TO TIHE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATIE SULFATIE, 16-20-0, WITH 15% SULFUR APPLIED AT TIHE RATE OF 500 LBS PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTIED BY ANY OR A COMBINATION OF: (a) TRACK WALKING SLOPES GREATER THAN 6:1, (b) HARROWING AREAS 6:1 OR FLATTIER THAT ARE SUFFICIENTLY FRIABLE, (c) RIPPING AREAS THAT WILL NOT BREAK UP USING ITIEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO TIHAT IT IS SUITABLE FOR PLANTING BY: (a) ADJUSTING TIHE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATIED SEED BED, (b) THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, UEACHING OR COVERING SALINE SOILS TO PROVIDE VIABUE CONDITIONS FOR GROWTIH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTIH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED, OR FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPUETIED AND ALL BONDS ARE REUEASED. SHEETS fsHrnl6 CITY OF CARLSBAD l----+---1-------------------+----+---+---+-----I Ll§_j ENGINEERING DEPARTMENT 1----+---f-------------------+----+---+---+-------< 100 PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1 B KEY MAP C-6.0 F LC FLORES LLNO CONSUL TANTB FLC PROJECT NO. C0220 o----+---f-------------------+----+---+---+-------< F"FIOFEBBIONAL ENGINEERS DESIGN BY: AMZ 7RRO TRACIE S: I & I, a..rrE 1ilO. BAN CEB0. CAI...FOR'IIA SRl21 (115B) FAX (El5B] !5!1B Mi DRAVitJ BY: AMZ DATE INITIAL RrnEWED BY, WRL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: AMZ CHKD BY: AMZIGIC RVWD BY: AMZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-5A I\) C en :E 0 G) 'Tl ~ I-Ji. I\) 0 ~ 0 01 )> ' ' ... ' --·--·--"'" ·-~·----... .---,-·--··--r--, - i ;r; I ---------!•·.---,,-~-:,;;----· ---·------n,-·..,:,·;;--·------1-----·i:·:•· ,,---,;:r --··.· · ·n _;' 1"'··--,,,. ... -.,.---- \4 3 ,, ' '" ~ (]_ ~ ' i'-> ' """-""'-" ,.,_,__ ,, ,.;.:::._,.·,· -Je; ' ~ '" ~~--1-1--.,.,,. ~· ----u,4..,,...J..C'....S''"'-== ·-· --=-~ l '""""" =-=--== ~~:.,.~ .. -=·=,-w~ -~~~ ·'.\.'_.&ly--=·=·"~---, u_ ,r,L··~·"""·--I~:' ~=~~.--~-'-'""'_(_/_,,,','.[ ~~~~-.. .i:...L.Jloe'·...s·"'-=~=~ f4":l?1ff.JV __ 919.Tfl__,.~ ===·.,._, "-""'"",') ;·••--=·._.· '.: ~'S .. ~ ... • .. I ..... "-=. (L 'tx1'.; · 1 :l~ 1. -:_:.vu: ~.rwhc :·1i:·R)S~Vt; NO 1:· 4 s ·· ,,, -:i' ·-~ 1 .- ! 1 I le ·"• ~ -.. I ·, ~.;:: . . . :-~Ex',~'.!(,, KC: SDjf E!;,~,~9 t, )_~.~()::.~ -:::--EX '"", i';'\'C-,' .-:-:.=■• ·,·~X .,.,,,, ,, --"'.".'.lc::c:-ft,•8~'fil2\ll , ... ~,., .• ''"'"''""""' Yl!ll . I X ~1'' SJ_,,,,,,,,. ' $~~. _) "t ~ -·-1,-·· -· .... f.X ◄-~t_,,(.,+::~'.~--~-~----•--f; ,tt1i:x:_;.f"'.'.':i ---· --~R;---~"---~ --'"""''"=-:-_"·--=':"'"''-.·.-=E:.'l-~i:. ,,SJ:.a>«s--~-~---i-. }4, .. h~•,.Jr RCP. Si~ Vi"q•t_j)~<~/:i_q :~AJ.!,:._, .~~-R .• ~-.,,~=•·••c~-·.···,,,s,:,w·J ·'" -. ' .... -. ·-· __ ._, ... ,,,_,,-,.--····--· ■ .. 2:D '(.:.•___ -• -~' -~~-=-.,-.;· . .::::::-=-~~_. __ r::~ -."".•'. ■--\ ' " : ' ! .c, -I ' ,' ' " . f X \ t. --' ' : '-' ; . ,. ' •.. ' ,, T1'.'"' r;r,; -• .. ,:, ,' ,',' ... , .. ' --:"'V-·ro':":" f.;,;, 4,1,. SI--~ .,_,,....., ,, . ) ;. _ry,· .• ') I ' • ,-, ··-·.: ' ('.\ :,-.' , ,;:;J ---.'',)!~-,_. .. 1 (YJ -· , , 1 lr ':", .. r ·,.. c ___ .. ·--·-·-· - ~ c_) /:/ / / ;:>/ Underground Service Alert Call: TOLL rREE 1-800 227-2600 >, (13 -Cl. C: ~ -Cf) "' '" \,, -:::a ~ ' lf • ~ 0 _J u. .,;4 • / -.'~ "' 62 ,4 ~ • - 62 • 4 ~ / o!o ~ 0 _J u. * «-'sj 1 6!o -\- \ !_l_l_l_!_!_I~ MATCH LINE SHEET C-6.2 12" ST 12" ST l, ) f \ \ \ \ \ •, .. '~ < "' ~ 2 'O'l, ~ 0 'lffll' ~ • 0 !' ' ~ I I / -60 /.,,,.. ! ~\_!_ 7,l1Jl6 • 2 I I I I I I I I / I I I _/ ! I GRAPHIC SCALE 20 0 20 ( IN FEET ) I INCH~ 20 FT ,,,,--, \ I I I I > I I I I I - I - I - I I ... 40 CUP 03-18 LEGEND EXISTING PROPERTY LINE EXISTING INDEX CONTOUR 5' EXISTING INTERMEDIATE CONTOUR 1' --<'.>----(',,---<'>----EXISTING CHAIN LINK FENCE oooo<J EXISTING TREES & SHRUBS ----EX 110• STr------EXISTING STORM DRAIN -------LIMIT OF WORK LINE •■■■■■■■■■■■• PROPOSED SILT FENCE@ = PROPOSED GRAVEL BAG BARRIER~ ----2•· sr------PROPOSED 24" RCP STORM DRAIN ~ PROPOSED CONSTRUCTION ENTRANCE@ NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, WHICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG INLET PROITCTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS MORE STRINGENT. @ INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTRANS DETAIL TC-1 (TYPE 2), WHICHEVER IS MORE STRINGENT. 0 INSTALL GRAVEL BAG BERM PER CALTRANS SS-9. NOTE TO CONTRACTOR, CAL TRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.0 . REFER TO SHEET C-6.0 FOR EROSION CONTROL NOTES TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Land Surveyors of California 1-----+---+--------------+---,f----jf---t-----l LllJ cr1x1N£~G ~&A~T~~N~AD PINE AVENUE PARK SHEETS 100 Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these piano will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• Ct~. C, ·j·;•► BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2.655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 KEY MAP (NTS) OAIT, 11-04-04 F LC FLOFEB LI.JNO CONBLL TANTB FLC PRO.£CT NO. C0220 l----+-----,1------------------+---+---f---l--~ PROFESBICNAL ENGINEER ■ DESIGN BY: AMZ 71!1D TRACI! SI I & ! , a.JTE 'li!Q BAN CEE.. CALFCFNA IRRI DRAM-I BY: AMZ DATE INITIAL DA TE INITIAL DATE INITIAL (l!leB) FAX [Bl58J ifl)11 REVIEe BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EROSION CONTROL PLAN PHASE 1 B C-6.1 DWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY, AMZ/GICIWR PROJECT NO. 38022 DRAWING NO. 421-SA ~c -.J :E 0 C) 'Tl ~ ... ~ 0~ 0 01 )> 0 z 0 u 7 0 z 0 0 I RESID NTIAL TA PART) Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG l i ' I ~ CELSQC Consulting Engineers & Land Surveyors of Califomia Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for jab site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. -- MATCH LINE SHEET C-6.1 _I_I_I_I~! ~ 0 _J LL \ "----,~\ I 1_1_1_1_ 601--~ ,: ■ ../.A---1--------+--+--+-----591-1-~-~--i--------- G I I I ~ I I I ...................... ,.,...__.,.,..,..,.,. I I :I ·1· fi i :N 55',l '19" I 7,!l! '' I --7 ~.IMIT OF 'ORK i .... j! " -- r I ) ~ 0~ I ~ I I I I I I I I ~----571------ NOT A PART .... I I I I I I I I • -.:t" (0 I (,) f-w w :c Cl) w z _J :c (,) i GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 INCH• 20 FT CUP 03-18 LEGEND EXISTING PROPERTY LINE EXISTING INDEX CONTOUR 5' EXISTING INTERMEDIATE CONTOUR 1' --c:>---:>---<l----EXISTING CHAIN LINK FENCE 0 () 0 () EXISTING TREES & SHRUBS BO" ST------EXISTING STORM DRAIN ------• LIMIT OF WORK LINE •■■■■■■■■■■■• PROPOSED SILT FENCEG) o • •=cccccccm=o=..=•:•:•• PROPOSED GRAVEL BAG BARRIER~ ----2•· sr------PROPOSED 24" RCP STORM DRAIN ~ PROPOSED CONSTRUCTION ENTRANCE@ 0 NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, WHICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS MORE STRINGENT. @ INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTRANS DETAIL TC-1 (TYPE 2), WHICHEVER IS MORE STRINGENT_ 0 INSTALL GRAVEL BAG BERM PER CAL TRANS SS-9. NOTE TO CONTRACTOR: CALTRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.Q_ REFER TO SHEET C-6.0 FOR EROSION CONTROL NOTES l----+---+--------------+--1----1---+----l ~ c11X1N£!G ~tA~k~N~AD SHEETS 100 SCHMIDT DESIGN GROUP, INC. ••• ., \, ., ••• , BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 KEY MAP (NTS) DAIT: 11 -04-04 F LC FLORE:B LUNO CONBLL TANTB FLC PROJECT NO. C0220 PRCPE.BBIONAL ENGIINEERB DESIGN BY: AMZ 7liliD TAAIE & I I & : , B.1115 'SID. 8AN CES0. CALFD=NA &elii!1 DRAI\IJ BY: AMZ (115B) FAX (Bf5BJ M? REVIEWED BY: WRL DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK EROSION CONTROL PLAN PHASE 18 C-6.2 APPROVED BY: "f" ~_,,.D__..;., ~ ll·lt?-t24 wXM r PLUMMER' CE28176 EXP.U1-06 DA TE DWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZ/GIC/WR PROJECT NO. 38022 DRAl'l1NG NO. 421-SA ,..... . c.o I (.) I-w w J: Cl) w z .....J J: (.) I-<( :::ii: I I . 3 I I I - I /-•. ,, \ ' ' I \ I ' ' ~\ I I -I I I I I I I I I I I I I I C) (Q ( G r ! D I I I ' fJ "· f)'rn· UWC Nl..' . .-m • ■ ■ I \ G / I --- -. --. ■ D / \ I I 0 (O i I I - / / - •••• ,.--e,-~,-~••"••-i;; ----------. ----•--•------- / uM1r oF woRK--6 n ... ,;:, ), □ 601--------1 f / -~--/~ .....J LL 59 \ ~ .....J LL I \ ' ' \ 1. I I I I I CJ lD I \ ~ -...,_ ,/ 1+1-1--_,_,_,_,_,_,_1_,_,_,_,_,_,_,_ -_,_,_,_, Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Lond Surveyors of Callfornla Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole ond complete responsibility for job site conditions during the course of construction of the project, Including safety of all persons and property; thot this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or olleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. MATCH LINE SHEET C-6.4 SCHMIDT DESIGN GROUP, INC. ••• ,'.) I, .i ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 - I I i I ~ \ iii\ I ' ' I Ii, ~; I I I I I I '" j/; :if I ' i CURB " \ \ \ Cf> () \ : ' ' ) I ' \ " ~' ' \ ' ,\ i½ ' ' ! ,I ' ' :~ "~ "' ,, . . , ,, . ,,, ,. .~ ' r_·, {.!) :u , ... ) n a © . 0 © X '" t, kl I " w ·" [;; 'g ,x ,nl,i ,!;.; ~ 0 z ~g Cl °' "" C :s fil:, Px', o:c ' 0 <D Cl z r:: ,n " ''t, ii: l. ' 'I I ., i,"J i i' c1r1_1'.] '1.,1 1 \i ' u) I s,.:, tD ,- "" 0 z' C, ' ?:.,. Cl' lY.: "•' '"" " (..Y.: v.J ~ I I (.) z 8 H:f.,,' I ..1. ... SCOf?EE \ I \ \ \ \ KEY MAP (NTS} DAIT: 11-04-04 F LC FLORES LUNO CONSUL TANTB FLC PRo.ECT NO. C0220 PROFESSIONAL ENl31NEl!!RB DESIGN BY: AMZ 7RRO TRADE S ! I & ! , a.rTE! 'lilD. SAN CB!C. CALJIIIDill,IA IIR'RI DRAWN BY: AMZ [8!11) FAX (BflB) EiPJ REVIEWED BY: WRL GRAPHIC SCALE 20 0 20 40 ( IN FEET ) I INCH-20 FT CUP 03-18 LEGEND EXISTING PROPERTY LINE EXISTING INDEX CONTOUR (5' EXISTING INTERMEDIATE CONTOUR 1' EXISTING CHAIN LINK FENCE 0 EXISTING TREES & SHRUBS oo· sr·------EXISTING STORM DRAIN -------LIMIT OF WORK LINE • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • PROPOSED SILT FENCE@ ., , , , , , , , , , co, , , , = PROPOSED GRAVEL BAG BARRIER~ ____ ,.. sr------PROPOSED 24" RCP STORM DRAIN NOTE LEGEND (D INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, WHICHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, WHICHEVER IS MORE STRINGENT. ® INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTRANS DETAIL TC-1 (TYPE 2), WHICHEVER IS MORE STRINGENT. 0 INSTALL GRAVEL BAG BERM PER CAL TRANS SS-9. NOTE TO CONTRACTOR: CALTRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.0. REFER TO SHEET C-6.0 FOR EROSION CONTROL NOTES SHEETS ~ CITY OF CARLSBAD l----+------1-----------------+---!----+----+-----1 ~ ENGINEERING DEPARTMENT ;:::==:..=::::::::::::::::::::=::::::::::===========-====; 100 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1 B C-6.3 APPROVED BY: ~ ~~-· 7-'~~ ll•/t2-t?4 wuAM rtuMMER RCE2876EXP.3-31-□6 DATE DWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZIGIC/WR PROJECT NO. 38022 DRAWING NO. 421-SA • I\) 0 (0 :E 0 G") ,, .,::.. ~ I\) 0 ~ 001 )> -6.3 t -_I_I_I_I_I_I_I_I_I_I_I_I_ - N co I (.) t-w w I en w z ...J I ~ I I I I I I I I I I I I I I I I ----------57 18" ST I 571--- I 4 I I .H' 2 ,.,, ____ __ + -----,58f---~- ~ 0 ...J LL ----1571---~ 551----- -+ MATCH LINE ALLEY Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of constnuction of the project, including safety of all persons and properly; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing ond must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• • • ••.• , BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 2 2 I I I " . ~~ l/J J1 n, K (,) I (Y C) '" C) 7 C-u, tit,; \ • I I I I I I •' •' •' ■I • • • • • • • • • • • I • • • I • • I • • I • • • □ F LC FLORE:B LL.N:I CONBUI.. TANTB PROFl!!■SIONAL ENEalNEER ■ 7li!li!O TRACE S ! I LI, 8LITE 'lil0. BAN CEGID.. CALPC1FNA se&1 IBl!B) l!Bef<lBI"' FAX (WJ Rn - ( \ I I I ~ I, 'r.'==91 DAlE, 11-04-04 FLC PROJECT NO. C0220 DESIGN BY: AMZ DRA~ BY: AMZ REVIEll[D BY, WRL 99.99 "-... ........ --■ ', ' • I"" (_) ., . iU □ • n 1 CUP 03-18 REFER TO SHEET C-6.0 FOR LEGEND EROSION CONTROL NOTES ~===~-~----~-~--= ___ =_ ==::::TI~;~:~~~~@:~X~R~D~iE!:Em'~TYD'.0NJio~1~E[R ::(5;;:, ===j EXISTING INTERMEDIATE CONTOUR 1' --0----C}•-----(}----EXISTING CHAIN LINK FENCE 0(_)00 EXISTING TREES & SHRUBS ----EX,.,. sr·------EXISTING STORM DRAIN ------• LIMIT OF WORK UNE • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • PROPOSED SILT FENCE 0 <=> • • • =o • =-PROPOSED GRAVEL BAG BARRIER~ ----2•· sr------PROPOSED 24" RCP STORM DRAIN ~ PROPOSED CONSTRUCTION ENTRANCE@ 0 NOTE LEGEND INSTALL SILT FENCE PER DETAIL 3, SHEET CD-1.0 OR CALTRANS DETAIL SC-1, l',1-jlCHEVER IS MORE STRINGENT. INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 4 AND 7, SHEET CD-1.0 OR CALTRANS DETAIL SC-10, l',1-jlCHEVER IS MORE STRINGENT. @ INSTALL CONSTRUCTION ENTIRANCE PER DETAIL 1, SHEET CD-1.0 OR CALTIRANS DETAIL TC-1 {TYPE 2), WHICHEVER IS MORE STRINGENT. 0 INSTALL GRAVEL BAG BERM PER CAL TIRANS SS-9. NOTE TO CONTIRACTOR: CAL TRANS MARCH 2003 BMPS AS REFERENCED ABOVE ARE MORE STRINGENT THAN THOSE FOUND ON SHEET CD-1.0. MATCH LINE ALLEY II -+ --lllil'--t• '°' ·-t--1 I -----LIMIT L_J -------fWORK I I I LIMI ' Ii iii ~ ' ' I I I EXISTING 1RESIDENTlAL (NOT A PART) I GRAPHIC SCALE I I f : () C.) "" n I u " I '.:, I <.O <') I / ,. I ,n X I l.,J I I I I I "' I I ii: I I I I I I I I ,I • ,1 t . I I I I [ I ,, 20 0 20 40 ( IN FEET ) I INCH-20 FT SHEETS fSHml0 CITY OF CARLSBAD l---+----jf-----------------+--+---t---t---1 ~ ENGINEERING DEPARTMENT 1---+----lt------------------i----i---t---i-----i 100 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK EROSION CONTROL PLAN PHASE 1 B C-6.4 DWN BY: AMZ CHKD BY: AMZIGIC RVWD BY: AMZIGIC/WR EXP. -31-06 PROJECT NO. 38022 ll•/t?-<4 DATE DRA~NG NO. 421-5A LIMIT OF WCRK Underground Service Alert *NOTICE TO CONTRACTOR* Call: TOLL FREE 1-800 227-2600 CONTRACTOR SHALL VERIFY ALL LOCATIONS OF EXISTING UTILITIES PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. UTILITIES TO REMAIN SHALL BE PROTECTED IN PLACE, AND ANY DAMAGE THAT OCCURS WILL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction controctor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• I 41P I, •• , ., •• , BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 KEY MAP (NTS) DATE, 11-04-04 I I I I I L I "• I ,7 I= I I I I I ',t... GOVERNING AGENCIES & UTILITY CONTACTS UNDERGROUND SERVICE ALERT: UNDERGROUND SERVICE ALERT (800) 227-2600 GAS & ELECTRIC: SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: (800) 411-7343 NEW SERVICE (877) 789-9866 CABLEVISION: ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 (760) 931-7000 TELEPHONE: SBC NEW PHONE (800) 310-2355 WATER & SEWER: CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 ( 760) 438-2722 STORM WATER: CITY OF CARLSBAD STORM WATER HOTLINE (760) 602-2799 PARKS AND RECREATION: ADMIN: CARLSBAD PARKS & RECREATION 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 (760) 434-2826 ENGINEERING: Cl TY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2720 BUILDING: CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2700 INSPECTION: (760) 602-2725 FIRE: FlRE DEPARTMENT ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 (760) 931-2141 EMERGENCY: 911 CITY OF CARLSBAD WATER LINE NOTES OF CARLSBAD SEWER LINE NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", THE STANDARD SPECIFICATIONS, DATED MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LA TEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO CMWD'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM CMWD. IT MUST BE SIGNED AND APPROVED BY THE CMWD ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD EN~NEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AT (760) 438-3891. GRAPHIC SCALE 50 0 50 100 ( IN FEET ) I INCH-50 FT CUP 03-18 UTILITY NOTES 1. THE CONTRACTOR SHALL NOTIFY DIG ALERT (1-800-227-2600) AT LEAST TWO (2) DAYS PRIOR TO STARTING WORK AND SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES. 2. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN ON THE DRAWINGS, AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTION AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES BETWEEN THESE PLANS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 3. REFER TO SPECIFlCAllONS FOR ADDITIONAL REQUIREMENTS. 4. COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINS WITH NEW TREE LOCATIONS AND MECHANICAL/ELECTRICAL FACILITIES. REFER TO LANDSCAPE, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. DURING THE BID PROCESS, THE CONTRACTOR SHALL DIRECT ALL QUESTIONS AND/OR REQUESTS FOR INFORMATION REGARDING THESE PLANS, IN WRITING, THROUGH THE LANDSCAPE ARCHITECT. 6. TRENCH BACKFILL FOR WATER LINE SHALL BE INCONFORMANCE WITH CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS. 7. TRENCH BACKFILL FOR SEWER LINE SHALL BE IN CONFORMANCE 'MTH ENCINA WASTE WATER AUTHORITY STANDARDS AND SPECIFICATIONS. NOTE: SDRSD= SAN DIEGO REGIONAL STANDARD DRAWING AS-BUILT REQUIREMENTS 1. CONTRACTOR SHALL "AS-BUILT" AND NOTE ON THE PLANS: SERVICES: WET & DRY UTILITIES LATERALS: WET & DRY UTIL TIIES METERS: WATER, RECLAIMED WATER & IRRIGATION INVERT ELEVATIONS: SANITARY SEWER & STORM DRAIN CLEAN OUTS MANHOLES CATCH BASINS "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE SHEETS ~1 CITY OF CARLSBAD 1---+---t------------------+----+---+---+----l ~ ENGINEERING DEPARTMENT 1---+---t------------------+----+---+---+----l 100 PINE AVENUE PARK WET UTILITY PLAN KEY MAP C-7.0 APPROVED BY: .i ~/ F LC FLORES LUNO CONSULTANTS FLC PROJ:CT NO. C0220 1---+---t------------------+----+---+---+----l df/,/4;;,+· r, ~ II-ttJ-o4 WILLIAM E. PLUMMER RCE 28176 EXP'. 3-31-06 DATE PFIOFESIBIONAL ENGINEERS DESIGN BY: AMZ 7li!l20 TRACIE 8 ! I & : , l!!ll.lTE -m. BAN Cll!!BQ CALFCFNA lllt'lil'1 DRAWN BY: AMZ DATE INITIAL l8l5Bl FAXleeBJ ff?7 REVIEE BY: WRL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: AMZ CHKD BY: AMZIGIC RVWD BY: AMZIGICNVR PROJECT NO. 38022 DRAWING NO. 421-5A ~ ,. ' ' • 1:1 ., ' '" i ' '" ,, ' " 1:1 I ' I) ~ -I ~-I ... J -- Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ■ CELSOC Consulting Engineers & Land Surveyors of California 108) ' ' . Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing , and must be approved by the preparer of these plans. ·, I ' ( 117) \ • 111•m,IS!l .. , ...,. • .,.i., G ,,J " ' --WTR G 0 91 - \, \ m EX '(}" W ----EX 10"]1 •. ~ C'L ' ' 10' W ~ ~ :U-o"...ss~-w,-,':.a~oa,)al_, ~a. G/' / / / •✓ ' ~ ill; [il ~1 I 1~,>r-,•, 113 STA. + ,s << 116 '[ 92 L-,; ... ~ (.) m t;; ~ ,. (J) "' lJ.l § er: 0. I ~ I ~ > ) B: ,I, I I I I I - I - I ., I I - I I I - I I - I I I I - I . I I - I M r--1 (.J 1-w w I CJ) w z ...J I (.J !;;i: ~ CUP 03-18 ex WTR -f'X 10" W ----- ---EX 12."W _X 10" S" ---EX 4" $S------ 1.!5"W 4~ ss •• ss LEGEND EXISTING MAJO" PRLlt'Rc 11 LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING CURB/CURB & GUTTER PROPOSED WATER LINE PROPOSED 4" & 6" SEWER LINE PROPOSED 18" STORM DRAIN PROPOSED TIREE GRATE NOTE LEGEND @EXISTING 4" SANITARY SEWER LATERAL. INVERT OUT AT BUILDING=59.00' (FIELD VERIFY) AND PIPE IS SLOPED AT 1.0% MINIMUM PER RECORD DRAWING "CARLSBAD SENIOR CENTER" SHEET C2. @CONSTRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD STD. DWG. S-7. INVERT ELEV=58.69' /Q,.,\INSTALL 73± LF 6" SDR 35 PVC SANITARY SEWER O 1.28%; CITY OF CARLSBAD STD. =DwG. s-5 @CONSTIRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD STD. DWG. S-6, USE 6" WYE. INVERT ELEV=57.75' ;,:;-;,_INSTALL 99± LF 6" SDR 35 PVC SANITARY SEWER O 1.26%; CITY OF CARLSBAD STD. 'e:}' DWG. S-5 ~CONSTRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD STD. DWG. S-6, U~E 6" WYE. 'i:31 INVFRT "1 "V~~6.sn· ;.:;:)\INSTALL 55± LF 6" SOR 35 PVC SANITARY SEWER @ 1.26%; CITY OF CARLSBAD STD. 'e.'i DWG. S-5 ~VVl'k)IK'UVI ..)l"\l~llhf\l •I-,' , .. IT l,;llT Vt 'i:316" WYE. INVERT ELEV=55.81' ~INSTALL 40± LF 6" SOR 35 PVC SANITARY SEWER @ 2.0%; CITY OF CARLSBAD STD. 'c:3' DWG. S-5 ~ CONNECT TO 10" VCP SANITARY SEWER MAIN PER CITY OF CARLSBAD SID. DWG. S-7. 'c'.1/\NV. OF 10" SS AT CONNECTION-53.81' IFIELD VERIFY) ~~/?N~IKUtoI SANITA~Y SEWt.K CLEANOUT t't.K tolll v, t;AKL~oAU :>IU. DWG. S ·6, U:,t. 6 WYE. INV.-53.94 ~INSTALL 73± LF 4" SOR 35 PVC SANITARY SEWER LINE @ 2.0%; CITY OF CARLSBAD \3' STD. DWG. S-5 §CONSTIRUCT SAN!TARY SEWER CLEANOUT PER CITY OF CARLSBAD STD. DWG. S-6, USE 6" WYE. \NV.=52.48 ~INSTALL 93± LF 4" SOR 35 PVC SANITARY SEWER LINE @ 2.90%; CITY OF CARLSBAD SID DWG. S-5. ~RECONSTRUCT BASE OF SANITARY SEWER MANHOLE. \NV. 4 EAST IN=49.76 INV. 4 'c1 OUT=49.66' FIELD VERIFY. ADJUST MANHOLE TO MATCH FINISHED GRADE. ~NOT USED. @NOT USED. @coNNECT TO EXISTING 10· AC WATER MAIN PER CMWD W-8 FOR 1.5" LATERAL SER"1CE. ~INSTALL 43± LF 1.5" COPPER PIPE IN CONFORMANCE 'MTH THE CARLSBAD °'Z3 MUNICIPAi WA TFR DISTIRl~T APPRQlil'n MA T"RIA' ~ LIST. ~INSTALL 2.0" WATER METER AND BOX PER CMWD SID. DWG. W-4. INSTALL 1.5" ~ BACKFLOW PREVENTOR PER CMWD STD. DWG. W-20. (101 INSTALL 45"-1.5" SCHEDULE 80 PVC BEND ~h,~lf\LL 1.o A1.o XU.10 1cc ANU .lb±TilJ./b ' "'" au n1,; 1,Mvvu ,,u. uvv~. ~W-2 (REFER TO DRINKING FOUNTAIN DETAIL ON LC SHEETS FOR CONTINUATION TO DRINKING FOUNTAIN) 103 INSTALL 90"-1.5" SCHEDULE 80 PVC BEND 104)\NSTALL 1.5"X1.5"Xl.5" SCHEDULE BO PVC TEE 105 INSTALL 10± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 106 INSTALL 31± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 107 INSTALL 92± LF 1.5" SCHEDULE 80 PVC PIPE; CMl'l1l STD. DWG. W-2 108 INSTALL 55± LF 1.5" SCHEDULE 80 PVC PIPE; CMl'l1l SID. DWG. W-2 109 INSTALL 56± LF 1.5" SCHEDULE BO PVC PIPE; CMWD STD. DWG. W-2 ~INSTALL ANGLE VALVE & 25± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD SID. DWG. \'.'.:'/W-2 \ 111 INSTALL 279± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 @INSTALL 3± LF 1.5" SCHEDULE 80 PVC PIPE; CITY OF CARLSBAD STD. DWG. W-2 ~IN01f\LL ~UK:>U I -o """ KAIN ~IKU , " " QUlc.;K 1,uu~Lrn \VS ... ,_ i'l'.l)"TilO?i(J. \'.'.:'/INSTALL 1.5" BALL VALVE PRIOR TO QUICK COUPLER FOR SHUT OFF. PR0"1DE CONCRETE BOX AND COVER IN CONCRETE PAVED AREAS AND PLASTIC BOX AND LID IN LANDSCAPED AREAS. FOR THE FIELD AREA USE CHRISTY CONCRETE PRODUCTS (OR APPROVED EQUAL) F1 CURB VAVLE BOX 8.5" I.D. x 7.75" r,;-:;\INSTALL 33± LF SDR 35 PVC SANITARY SEWER @ 2.0% AND 2-45" BENDS; CITY OF \'...'.:I CARLSBAD STD. DWG. S-5 (.!20CONSTIRUCT SANITARY SEWER CLEANOUT PER CITY OF CARLSBAD STD. DWG. S-6, USE 6" WYE. INV.=54.60' (REFER TO DRINKING FOUNTAIN DETAIL ON LC SHEETS FOR CONTINUATION TO DRINKING FOUNTAIN\ ~INSTALL 5± LF SOR 35 PVC SANITARY SEWER @ 2.0%; CITY OF CARLSBAD STD. DWG. \'.5' S-5. STUB UP 1.0' ABOVE FINISHED GRADE AND CAP WITH MANUFACTURED CAP OR PLUG OF SAME MATERIAL AND SIZE AS PIPE. INV. 0 STUB=54.04' -1---1-1~1(~"-I_I_I_I_I_I_I_I_ I --_1_1_1_1_1_1_1_1_1_m_ •• ,_,_,_I_I f ~INSTALL TWO (2) 4" PVC CONDUITS @ 60± LF, BURY AT 2-3', FOR FUTURE UTIUTY \'..'.VcROSS\NG USES. STUB CONDUIT UP TO FINISHED GRADE AND CAP WITH MANUFACTURED CAP OR PLUG OF SAME SIZE AND MATERIAL AS PIPE. CONTRACTOR SHALL AS-BUILT LOCATION OF CONDUIT AND ENDS . MATCH LINE SHEET C-7.2 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 F LC FLORES LL.NO CONSUL TANTB PFI0..-1!!8810NAL ENGINEER ■ 7IIRC TAACE::: BI I L l, 8UTE 1ilO. SAN DEG0. CAI..PCA\IA 912121 (RIB) FAX (Bl!!5B) lfP'7 20 DAlE, 11 04 04 GRAPHIC SCALE 0 20 ( IN FEET ) I INCH= 20 FT ~INSTALL ANGLE VALVE AND 130± LF 1.5" SCHEDULE 80 PVC PIPE PER CMWD STD. OWG ~W-2. ~INSTALL 4" PVC CONDUIT 'MTH CONCRETE PULL BOXES (MATCH FlNISHED GRADE) AT 100' \'."'/ ON CENTER. BURY AT 3' AT BACK OF SIDEWALK ALONG HARDING WHEN POSSIBLE. END CONDUIT IN PULL BOX AND CAP 'MTH MANUFACTURED CAP OR PLUG OF SAME SIZE AND MATERIAL AS PIPE. CONTIRACTOR SHALL AS-BUILT LOCATION OF CONDUIT AND ENDS. REFER TO SHEET C-7.0 FOR ALL APPLICABLE UTILITY NOTES. SHEETS ~ CITY OF CARLSBAD l----+---+----------------+---1----+---+----l ~ ENGINEERING DEPARTMENT ~=:..::::::::::::::::::::::::::::::::::::::::::::::=:::::::::::::::::::::::=:::::'....':::== 100 PINE AVENUE PARK WET UTILITY PLAN C-7.1 FLC PRO..ECT NO. C02201----+---+-------------------+----+---+---+----l DESIGN BY: AMZ DRAY«i BY: AMZ DATE INITIAL DATE INITIAL REIAEWED BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL C1TY APPROVAL DWN BY: AMZ I CHKD BY: AMZIGIC RVIYD BY: AMZIGICIWR PROJECT NO. 38022 I DRA'MNG NO. _ 421-SA 1-1-~l-l_!_I u z 0 0 7 u z 0 u I' I I " - - MATCH LINE SHEETC-7.1 \ 59.~9RIM 49.89Fi IN SL)~"-" ,~ ~ 4> 49.14H IN FLY ',, .'<Ill-'); r 49.74tL N NLY 1-'w~ I 49.66fL OUT 'MY __ ,.,--.... .,..,."'9"9° ·"S··--~-----~---- , • .,. I j LIMIT OF WORK (1 V LIMIT OF WORK CL • -----"""::_ ,::-9" ",,. \,,cc?' --ALLEY~- NGRESIDENTIAL OT A PART) Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG RCE __ _ REVIEWED BY: INSPECTOR IJ 'l.J I . "AS BUil T" EXP. ___ _ DATE DATE ~ CELSQC Consulting Engineers & Land Surveyors of Colifomio Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. '~ ~)5'}1'1:/' E 7.fl1 r7 i I , ' ) "-u -ALLEY==-=:--=-i --------..--~-.-- ·t- SCHMIDT DESIGN GROUP, INC. ·••· .i' I, • •• I. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 >-w " ~ X "' ~ " X w "' " ' "' I \ I ' ~ '" ;-:;) ~:) '.J~ -- -- ·-·-· ,:) ·• '" ' 1:c "' I , r-~ I I I 93 LIMIT OF WORK r I ) NOT F LC FLORES LLNO CONSULTANTS F'FIOFEBSIONAL IINl:alNEERB 712&0 TRACE e: I =I, eure 1lii!O. BAN Dll!OO. CAL.PCFNA .., lBl5Bl FAX (a58J see &; I_I_I_I_I t I I I I I - I I I I I C") "-I" I I (.) 1--w I w :r: Cf) I w z I ....I :r: (.) I 1--<( ~ I I I I I i, .... I - I I I I I I CUP 03-18 'X WI~ -··--·---.,~ EX 1!1" VII ---D( rn" SS----- ---EX 4" SS------ LEGEND EXISTING MAJ EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN Y LIN EXISTING CURB/CURB & GUTTER 1.5"W 4• ss ,. ss PROPOSED WATER LINE PROPOSED 4" & 6" SEWER LINE PROPOSED 18 STORM DRAIN PROPOSED TREE GRATE NOTE LEGEND @EXISTING 4" SANITARY SEWER LATERAL. INVERT OUT AT BUILDING=59.00' (FIELD VERIFY) AND PIPE IS SLOPED AT 1.0% MINIMUM PER RECORD DRAWING "CARLSBAD SENIOR CENTER" SHEET C2. @CONSTRUCT SANITARY SEWER CLIEANOUT CITY OF CARLSBAD STD. DWG. S-7. INVERT ELEV=58.69' ~INSTALL 73± LF 6" SDR 35 PVC SANITARY SEWER Cl 1.28%; CITY OF CARLSBAD STD. \".'7' DWG. S-5 @CONSTRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD STD. DWG. S-6, USE 6" WYE. INVERT ELEV=57. 75' ~INSTALIL 99± LF 6' SOR 35 PVC SANITARY SEWER @ 1.26%; CITY OF CARLSBAD STD. \'.:.:::Y DWG. S-5 ;,::;:;\ CONSTRUCT SANITARY SEW CLEANOUT CITY OF CARLSBAD STD. DWG. S-6, USE 6 WYE. \5'1NVERT V= 6.5 ' ~ INSTALL 55± LF 6" SOR 35 PVC SANITARY SEWER @ 1.26%; CITY OF CARLSBAD STD. 'e.YowG. s-5 @ 6" WYE. INVERT ELEV=55.81' !.;;;\INSTALL 40± LF 6 SOR 35 PVC SANITARY SEWER @ 2.0%; CITY OF CARLSBAD STD. ~DWG. S-5 ;;::;;;\ CONNECT TO 10' VCP SANITARY SEWER MAIN PER CITY OF CARLSBAD STD. DWG. S-7. '2"1/1NV. OF 10" SS AT CONNECTION=53.81' FIELD VERIFY ;;;-;\ C NS U ANI A Y SEWER CLEANOU PER ITY OF A L . W . -, U ~6" WYE. INV.=53.94' @INSTALL 73± LF 4" SOR 35 PVC SANITARY SEWER LINE @ 2.0%; CITY OF CARLSBAD STD. DWG. S-5 @CONSTRU~T SAN!TARY SEWER CLEANOUT PER CITY OF CARLSBAD STD. DWG. S-6, USE 6 WYE. INV.-52.48 94 INSTALL 93± LF 4 SOR 35 PVC SANITARY SEWER LINE Cl 2.90%; CITY OF CARLSBAD STD DWG. S-5. ~ RECONSTRUCT BASE OF SANITARY SEWER MANHOLIE. INV. 4 EAST IN=49.76 INV. 4 'o' OUT=49.66' FIELD VERIFY. ADJUST MANHOLE TO MATCH FINISHED GRADE. @NOT USED. @coNNECT TO EXISTING 1 o· AC WATER MAIN PER CMWD W-8 FOR 1.5" LATERAL SERVICE. /4;;;\INSTALIL 43± LIF 1.5" COPPER PIPE IN CONFORMANCE ~TH THE CARLSBAD \U MUNICIPA WA R I TRICT APPRO MATERIALS 1ST. ;;;;;;\INSTALL 2.0" WATER METER AND BOX PER CMWD STD. DWG. W-4. INSTALL 1.5" ~ BACKFLOW PREVENTOR PER CMWD STD. DWG. W-20. 101 INSTALL 45"-1.5" SCHEDULE 80 PVC BEND @w-2 (REFER TO DRINKING FOUNTAIN DETAIL 0 0N LC SHEETS FOR c~NTINUATION ·TO DRINKING FOUNTAIN 103 INSTALL 90'-1.5" SCHEDULE BO PVC BEND 104 INSTALL 1.5'X1.5"X1.5" SCHEDULE BO PVC TEE 105 INSTALL 10± LF 1.5' SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 106 INSTALL 31± LF 1.5" SCHEDULE 60 PVC PIPE; CMWD STD. DWG. W-2 107 INSTALL 92± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 108 INSTALL 55± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 109 INSTALL 56± LF 1.5' SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 ~INSTALL ANGLE VALVE & 25± LF 1.5 SCHEDULE 80 PVC PIPE; CMWD STD. DWG. \c.;.:YW-2 111 INSTALL 279± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 @INSTALL 3± LF 1.5" SCHEDULE 80 PVC PIPE; CITY OF CARLSBAD STD. DWG. W-2 r,;c;\IN AL I-I H Al I 4L A A . \'.c.:'/1NSTALL 1.5" BALL VALVE PRIOR TO QUICK COUPLER FOR SHUT OFF. PROVIDE CONCRETE BOX AND COVER IN CONCRETE PAVED AREAS AND PLASTIC BOX AND LID IN LANDSCAPED AREAS. FOR THE FIELD AREA USE CHRISTY CONCRETE PRODUCTS (OR APPROVED EQUAL) F1 CURB VAVLE BOX 8.5" 1.0. x 7.75" ;:;::\INSTALIL 33± LF SOR 35 PVC SANITARY SEWER @ 2.0% AND 2-45' BENDS; CITY OF \'..'.V CARLSBAD STD. DWG. S-5 @CONSTRUCT SANITARY SEWER CLEANOUT PER CITY OF CARLSBAD STD. DWG. S-6, USE 6' WYE. INV.=54.60' (REFER TO DRINKING FOUNTAIN DETAIL ON LC SHEETS FOR CONTINUATION TO DRINKING FOUNTAIN ;;:;-;;\INSTALL 5± LF SOR 35 PVC SANITARY SEWER Cl 2.0%; CITY OF CARLSBAD STD. DWG. \'..5" S-5. STUB UP 1.0' ABOVE FINISHED GRADE AND CAP 'MTH MANUFACTURED CAP OR PLUG OF SAME MATERIAL AND SIZE AS PIPE. INV. @ STUB=54.04' A PART I I t# ~INSTALL TWO (2) 4' PVC CONDUITS @ 60± LF, BURY AT 2-3', FOR FUTURE UTIUTY \'..'.YCROSSING USES. STUB CONDUIT UP TO FINISHED GRADE AND CAP ~TH MANUFACTURED CAP OR PLUG OF SAME SIZE AND MATERIAL AS PIPE. CONTRACTOR SHALL AS-BUILT LOCATION OF CONDUIT AND ENDS. ;;-;;;\INSTALL ANGLE VALVE AND 130± LF 1.5 SCHEDULE 80 PVC PIPE PER CMWD STD. DWG \'..5'W-2. I I OAIT, 11-04-04 ~ .-r GRAPHIC SCALE 20 0 20 ( IN FEET ) 1 INCH~ 20 FT 40 ~INSTALL 4' PVC CONDUIT ~TH CONCRETE PULL BOXES (MATCH FINISHED GRADE) AT 100' \:.'..:/ ON CENTER. BURY AT 3' AT BACK OF SIDEWALK ALONG HARDING WHEN POSSIBLE. END CONDUIT IN PULL BOX AND CAP WITH MANUFACTURED CAP OR PLUG OF SAME SIZE AND MATERIAL AS PIPE. CONTRACTOR SHALL AS-BUILT LOCATION OF CONDUIT AND ENDS. REFER TO SHEET C-7.0 FOR ALL APPLICABLE UTILITY NOTES. SHEETS ~3 CITY OF CARLSBAD t---+----lt-------------------t----t---t---t----1 ~ ENGINEERING DEPARTMENT t---+----lt-------------------t----t---t---t----1 100 PINE AVENUE PARK WET UTILITY PLAN C-7.2 Fl..C PRO..(CT NO. C0220 t----+---+.------------------+----+---+---+----l ~~:.u,;..t: -.<'.) APPROVED BY: ~ ~AUMMER 'RE8116EXP. 3-31-06 //· /tJ-??4 DATE AMZ ORA\\li BY, AMZ DATE INITIAL DA TE INITIAL RE'JIE'M::D BY: WRL ENGINEER Of' WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL OWN BY: AMZ CHKD BY: AMZ/GIC CITY APPROVAL RVWD BY: AMZIGICM'R PROJECT NO. 38022 DRAWING NO. 421-5A ..-,.._ I (.) 1-UJ UJ I U) UJ z .....J I ~ ~ I I ~ I I I I I I I I I I I I I I I I I I I I I 119 Ill/ ' D 113 -------. -- --------------- 1111 G 119 A !!'it D ~1-1_1_1_ -_I_I_I_I_I_I_I_I_I_I_I_I_ -_,_l_l_i_l Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG RCE __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP, ___ _ DATE DATE ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility NO SHEET TO MATCH SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WlfH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 ~~ If' i clii i clii Ii ! ,ll.il •• ' ' ' ' rt\i 1\ ~ il'i.'1 -·' i l.l ,, • CIJRB :m- ~ 0 X '" ~ 0 X w I r:;:, 0 v, u_ 0 Q' Ji; 't}_ ~; " t'.i ~; " ~ ,. "' ~ ?) " " l " . m ~ '" Q "' I 0 "" n '1 " .X ~~i-ir--htJ.Jl--1------""'E::::,i w ' '" 2 X 3 '5 cef' '" I~ 6 on co :% ,,., ~o •D 0 z ~ ;= "V, CJ Et . LLC . ; :I1 '.(_);• ·, ·'-' ' , ,J I ,, ,r) j " ii ::_) ?. • 'o X '" ~:le Cl CY\; ~'" u_ " DATE, 11-04-04 C.) z 0 C.) I ■ GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 INCH= 20 FT CUP 03-18 LEGEND EXISTING MAJOR TY LIN -----.. ·-···· ~F WTR -·-·---E~. ic,·· W -----EXISTING WATER LINE EX 12" W -----E~: 10" SS ---EX 4" $5-----EXISTING SEWER LINE EXISTING STORM DRAIN -·--·----________ ,, __ , _________ -·------- -.... -·---.... -------··-----EXISTING CURB/CURB & GUTTER 4" ss ,. ss PROPOSED WATER LINE PROPOSED 4" & 6" SEWER LINE G PROPOSED TREE GRATE NOTE LEGEND @EXISTING 4" SANITARY SEWER LATERAL INVERT OUT AT BUILDING=59.00' (FIELD VERIFY) AND PIPE IS SLOPED AT 1.0% MINIMUM PER RECORD DRAWING "CARLSBAD SENIOR CENTER" SHEET C2. CONSTRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD sm. DWG. S-7. INVERT ELEV=58.69' ~INSTALL 73± LF 6" SOR 35 PVC SANITARY SEWER @ 1.28%; CITY OF CARLSBAD STD . \':.:3/ DWG. S-5 §CONSTRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD sm. DWG. S-6, USE 6" WYE. INVERT ELEV=57.75' ~INSTALL 99± LF 6" SOR 35 PVC SANITARY SEWER @ 1.26%; CITY OF CARLSBAD sm. \'.:.:Y DWG. S-5 ~ CONSTRUCT SANITARY SEWER CLEANOUT CITY OF CARLSBAD sm. DWG. S-6, USE 6 WYE. \':o/ INVERT L V=56.5 ' ~INSTALL 55± LF 6" SOR 35 PVC SANITARY SEWER @ 1.26%; CITY OF CARLSBAD STD. '2YDwG. s-5 <@ 6" WYE. INVERT ELEV=55.81' /6d\lNSTALL 40± LF 6 SOR 35 PVC SANITARY SEWER @ 2.0%; CITY OF CARLSBAD STD. \':3'owG. s-5 @CONNECT TO 10" VCP SANITARY SEWER MAIN PER CITY OF CARLSBAD sm. DWG. S-7. ® 6" WYE. INV.=53.94' ~INSTALL 73± LF 4" SOR 35 PVC SANITARY SEWER LINE @ 2.0%; CITY OF CARLSBAD \3' STD. DWG. S-5 @ CONSTRUCT SAN!TARY SEWER CLEANOUT PER CITY OF CARLSBAD sm. DWG. S-6, USE 6 WYE. INV.=52.48 94 INSTALL 93± LF 4 SOR 35 PVC SANITARY SEWER LINE @ 2.90%; CITY OF CARLSBAD sm DWG. S-5. 1,;;2,,RECONSTRUCT BASE OF SANITARY SEWER MANHOLE. INV. 4 EAST IN=49.76 \:::Y OUT=49.66' FJELD VERIFY. ADJUST MANHOLE TO MATCH FINISHED GRADE. @NOT USED. !NV. 4 @coNNECT TO EXISTING 10· AC WATER MAIN PER CMWD W-8 FOR 1.5" LATERAL SERVICE. /6d\lNSTALL 43± LF 1.5" COPPER PIPE IN CONFORMANCE WITH THE CARLSBAD \:3"MUNI IPA ATER I RI T APPRO D MAT RIALS T. ~INSTALL 2,0" WATER METER AND BOX PER CMWD STD. DWG. W-4. INSTALL 1.5" ~ BACKFLOW PREVENTOR PER CMWD STD. DWG. W-20 . 101 INSTALL 45"-1.5" SCHEDULE 80 PVC BEND @w-2 (REFER TO DRINKING FOUNTAIN DETAIL.ON LC SHEETS FOR cdNTtNUATION ·TO DRINKING FOUNTAIN 103 INSTALL 90"-1.5" SCHEDULE 80 PVC BEND 104 INSTALL 1.s·x1.s·x1.5• SCHEDULE 80 PVC TEE 105 INSTALL 10± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 106 INSTALL 31± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 107 INSTALL 92± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD sm. DWG. W-2 108 INSTALL 55± LF 1.5" SCHEDULE BO PVC PIPE; CMWD sm. DWG. W-2 109 INSTALL 56± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD sm. DWG. W-2 ~INSTALL ANGLE VALVE & 25± LF 1.5 SCHEDULE 80 PVC PIPE; CMWD sm. DWG. ~W-2 111 INSTALL 279± LF 1.5" SCHEDULE 80 PVC PIPE; CMWD STD. DWG. W-2 @INSTALL 3± LF 1.5" SCHEDULE 80 PVC PIPE; CITY OF CARLSBAD STD. DWG. W-2 ~IN A L I-H I L I L . \'...'.:'/INSTALL 1.5" BALL VALVE PRIOR TO QUICK COUPLER FOR SHUT OFF. PROVIDE CONCRETE BOX AND COVER IN CONCRETE PAVED AREAS AND PLASTIC BOX AND LID IN LANDSCAPED AREAS. FOR THE FIELD AREA USE CHRISTY CONCRETE PRODUCTS (OR APPROVED EQUAL) F1 CURB VAVLE BOX 8.5" 1.D. x 7.75" ~INSTALL 33± LF SDR 35 PVC SANITARY SEWER @ 2.0% AND 2-45' BENDS; CITY OF \c.'..:'./ CARLSBAD STD. DWG. S-5 @CONSTRUCT SANITARY SEWER CLEANOUT PER CITY OF CARLSBAD sm. DWG. S-6, USE 6" WYE. INV.=54.60' (REFER TO DRINKING FOUNTAIN DETAIL ON LC SHEETS FOR CONTINUATION TO DRINKING FOUNTAIN ;;-:;;;\INSTALL 5± LF SOR 35 PVC SANITARY SEWER @ 2.0%; CITY OF CARLSBAD STD. DWG. ~ S-5. sruB UP 1.0' ABOVE FINISHED GRADE AND CAP WITH MANUFACnJRED CAP OR PLUG OF SAME MATERIAL AND SIZE AS PIPE. INV. @ SnJB=54.04' ~INSTALL TWO (2) 4" PVC CONDUITS @ 60± LF, BURY AT 2-3', FOR FUTURE UTILITY ~CROSSING USES. STUB CONDUIT UP TO FINISHED GRADE AND CAP 1'11TH MANUFACTURED CAP OR PLUG OF SAME SIZE AND MATERIAL AS PIPE. CONTRACTOR SHALL AS-BUILT LOCATION OF CONDUIT AND ENDS. r.:;;;\INSTALL ANGLE VALVE AND 130± LF 1.5 SCHEDULE 80 PVC PIPE PER CMWD STD. DWG ~W-2. ~INSTALL 4" PVC CONDUIT WITH CONCRETE PULL BOXES (MATCH FINISHED GRADE) AT 100' ~ON CENTER. BURY AT 3' AT BACK OF SIDEWALK ALONG HARDING WHEN POSSIBLE. END CONDUIT IN PULL BOX AND CAP WITH MANUFACnJRED CAP OR PLUG OF SAME SIZE AND MATERIAL AS PIPE. CONTRACTOR SHALL AS-BUILT LOCATION OF CONDUIT AND ENDS. REFER TO SHEET C-7.0 FOR ALL APPLICABLE UTILITY NOTES. 1----+--+--------------+---t---f--+----I LlTI CI1X,N£!G ~E¾A~T~~~AD SHEETS 100 PINE AVENUE PARK WET UTILITY PLAN C-7.3 APPROVE_D BY: / for job site conditions during the course of construction of the project, Including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com F LC FLOFEB LUI\C) CCJNBI..L TANTB FLC PRO.CCT NO. C0220 l----+---1------------------+---+---+----+----I ~~~ ' r, ~ IJ. IP -t7,f LUA t:¥CuMMERRCE28176EXP. 3-31-06 DATE CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. Lie. CA 2138, NV 219, AZ 34139 PROFESSIONAL ENGINEERS 7Rlil0 TAADf: 6 I I & I, l9LJTI!: '120. SAN CJEG0. CAI...PaNA SRel (81!!19) PAX (BBB) B ! ISW) DESIGN BY: DRAWN BY: RrnE\\£D BY, AMZ AMZ DA TE INITIAL WRL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-SA Ill Ill) 70 r--,..·--,----.----,---,r,--;,:--.---,---------,---.---::---,---,----,----,---,----r--,r--r---r--.--:--,---,---,----,---,----,-----,---,-....,,.,..---,---. --------·-·· i---1---r--------+---. --§-1 ··-----r---------'---i---+-1: ----§}-+---+-----+---------------·····----_____ ., ___ -------------+--.. ~·-+-·--·----t-----t---t----t---+-b~-~l ----••-------- (1) "~-t i j t··-->---+-·-+----+---+---r---+--··r---+----~-----···--_,, ________ F· j ~I ·------· ---·-· .XJ.:;,-•J+--t----+---H;;;:t .. 0••i ~-----------::.Je-"'1--+--1-----+--+------·-··---i---1-+--~-· ltci-e, .. "9-··----+---+-----·---·-·-------r---:::.r-·t,_;.~..,----1---1 f----<-;-~-----------------------~{:;-I -----------~ i-t--Ji -----··-·--------r----~-r-·------· --------------------------+---------·------/2~--tJiL ____ -1---"-------------------____ ,__ -~~t_J, _______ ------- Ill l----e,i-~p>-,.10::~-t---t--+-~~·~u~~:.--,---t---'l--+---ii u ,, m ; ,; j ,,; u ., ___ ----~ ¥~----__________ --·--·-------·-~S ) __________________ J .. _______ ~----------------··-----t~G-~_1 ___________ ___, ______ ·-----------r---____ __ ___ _ ____ ,, ________ .. t ;-~~ _____ ,---------·-----________ ------------t~_50 ------·------- -~ g~+---+------___ *8-!t ; / ,,-INISHEDGRA□r-.. ~ 8 ~~ __ 7 c:£XIS NG GR IDE __ . ··-··: ___ -···-_ ---+--·~ 3~~--+----+----+--------------~ 8~~--•-1---1 ·--·--·+--=+==:l=::r-+--t+---t----1L---t----t--+---t--+-..L.-+--t---t-----1t--+---t--+----+--t---t--l----t-----1-------· ------.... ·-· --·· r-· .. -+----+-·----· I ----------i----------->-----t----t-- eo f--+--+---+--+---H--+--+--+---l'--+--1--f--+--+--+--+--+-+--+--+-➔--+----+--,--f--f--+-·-+--lf--+--+--l +---+--+--------+-----+--· -·-+-----+-- f-----+----+----+-----,r---t .. ! ~~ 5 ± LF , SDR 5·rvc-··, r.m ........ S ··-........ ···-·----·--: ----·· ... ;1! ~ ... . 7~:tt Ci' itiSUR ~ I"/&@ 1-~ -· -M-;,_.?f---+-·--+--1 --+--•••--+•--••-•••+----+•-• -•" --+---•fD'i -+------•• -•-H>•H ~ ~ 0 > --+-----+--... c -----·····-······ . .:,; r-· ·------. ·---· ... t,,·· 11 0 c.o :-_j ,, --------------------.. _., -----·--------r----··· J:: ···----------· -----_.,_ .. ---·-----. ------r------·· ------;: .. ---· . -----------·---------r-... __ -------------·-----------.. --r.::,, -~-.. C '-D z -1:::, --.,:.+----+---+------,>---------.. ----/-----!---+----,c___---1----=i -->----+--➔----+--+---t------------+---+--~ ----·-+---+-----+--+----·--·----+---+ j---·,.-oojj------t---t---j-j-,r~ ---·➔---+---I---+---+---~ r ----+--+---+---+----+--·------·"··--+----+---+--~-r--·----------i'---- Ill) f--"-:±---+----+--+--!<t----l--+--+---+---+--2!i¼---+--+--f---+--+--+---+---+----+---+--+--r--+--+--+--+----+---+----+---I f---~.!!.,~c:a,--+---+---+·---·--·-·--•---+--+i. -----------------+------+----+---+-----·--·--------·· ---+---+----+--·-·--+---·-------~---·----·----------------------------------------,--------· ----------· 0 8S f--~,~ ····-·---J'---+-----+-----+---t----l---+---t-----+---+----t---+----1----+---+----l·---+------+--+---+---+---t----+--+----1 ----~ Cl:J---t-·---t---t-· -----· ___ .. +----+--·-·+-----,---+----·-i ---+---+---+---+---·----· ---·-·---+-----tf-----+---+-----+---+----t---+---- > he --· ~ e---+---+--- o+oo - ---·· -··---+---+--f----r-+---J----t----t--·- o+ll0 ' ' 1+110 SANITARY SEWER PRORLE= UEA (REFER TO SHEET C-7,1) SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' ll:+00 ·-··------------+------------··--------+-----!I ----+----t---+----1------+----_______ ,--.. .. ·---H<--+----t---t-----< --+---+-----➔---+---+-----t----t----➔• ___ 1, --+i-----+----➔----· -------fi' __ s1n• ,,) .. _ INV. , '" INc F --+----t-----+-----+···· .. ··--·-··--··---·····----·-s7.4 ..------· 5·----+---+--·-1---➔ . .,, __ ---L--+-·"--+---+--➔--···----~--·---+----+---il---1 _ i ,...,, I ·-·-· -----+---t----t--h"'"!---t---+-----,t----t---+-----t---l···u.--+---+---+---➔---+---+--+----t---+---z' i I -+---+------->-"' .. ·--------•---+-----+----+----+--·+------H'k---+---+---+----+-·-+, ----<--+----l-·-----r-----1--__ JNV ~.IN~-49 .. _7ifi~ i > i /lNV 4" 01 T = 49,66' ---t---+---+---+----+--ff,e----,---Jl--t-., ·--· -·-·---1··-·----·+----+---+-----· ··----(Fl L[f\iE !FY) : --i 2tllD Ill) o+oo o+ll0 1+00 1+tl0 ll:+00 2+110 SANITARY SEWER PROR.E= LNEB (REFER TO SHEET C-7.1-7.2) SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1• = 4' &fOO El§ CELSQC Consulting Engineers & Land Surveyors of California SCHMIDT DESIGN GROUP, INC, Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVll'Y 2655 Fourth Avenue, San Diego, CA 92103 DATE: 11-04-04 \\I Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CUP 03-18 "AS BUil T" RCE ___ _ EXP. ____ _ REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD DATE DATE SHEETS 100 l----l----+----------------1------1---+----+-----➔ l_J!§__j ENGINEERING DEPARTMENT :::==~========::::::::::::==========='--==:::::::: PINE AVENUE PARK WET UTILITY PROFILES C-7-4 APPROVED BY: for Job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. telephone {619) 236•1462 facsimile {619) 236•8792 www.schmidtdesign.com F LC FLORES LUNO CONBUL TANT6 FLC PROJECT NO. C0220 1-----+-----+---------------------+--f---r----+---1----1 #d&: -.( ~,,,, ,-z----_ WILLIAM E, PLUMMER RC28176 EXP. 3-31-06 //-/(7•<2± DATE CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing ,and must be approved by the preparer of these plans, , Lie. CA 2138, NV 219, AZ 34139 PROFEE!l8IDNAL ENQINEER ■ 7lllilO TRADE SI I & l, a.JTE 1ilO. 9AN Cl!!BO. CAI..JICR"ilA SRtli!1 (8158) FAX [BM) B!I! o&::J DESIGN BY: AMZ DRA\Wil BY: AMZ DATE INITIAL REVIEWED BY: WRL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: AMZ I CHKD BY: AMZIGIC RVWD BY: AMZ/GICIWR . PROJECT NO. 38022 I DRAWING NO. . 421-5A WC 01 :E 0 G) .,, ~ ~ (\) 0~ 0 01 )> l Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHM I DT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESS I ON I N DESIGN WITH ENVIRONME N TAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile (619) 236 -8792 www.schmidtdesign.com Lie . CA 2138 , NV 219 , AZ 34139 (NOT A PART) KEY MAP (NTS) F LC FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRACJI::: BI FEE I, SLITE 'ED. 8Af'l,,I ClEGO, CALFCFNA 8212'1 [BlBJ IH!.QBEii, FAX (815B) !588 -P? DATE, 11-04-04 FLC PRO,ECT NO. C0220 DESIGN BY: AMZ DRAWN BY: AMZ REVIEWED BY: WRL DATE CHASE PARK (NOT A PART) INITIAL 50 PAVING SECTIONS 6" CURB/6" CURB & ~ GUTTER TYPE G PER ~ SDRSD G-1 & G-2 ~ NOTE: CONCRETE . SHALL BE 560-C-3250. CUP 03-18 4" ASPHALT PAVING COMPACTED TO 95% 4" CLASS II AGGREGATE BASE COMPACTED TO 95% 6" CLASS II AGGREGATE /[,,L _ _J-~-------,y;<y;~~'?:'<'77 BASE COMPACTED TO _..,." 95% @REGULAR DUTY ASPHALT PAVING NOTE: CONFIRM FINAL SECTION WITH 6" CURB/6" CURB & GUTTER TYPE G PER R VALUE TESTING AFTER COMPLETION OF SUBGRADE. SECTION 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX 20 OR LESS) NOT TO SCALE SDRSD G-1 & G-2 , 4" ASPHALT PAv1NG COMPACTED TO 95% NOTE: CONCRETE SHALL ' BE 560-C-3250. 4.5" CLASS 11 AGGREGATE BASE COMPACTED TO 95% 6" CLASS II AGGREGATE BASE COMPACTED TO-/" 95% @HEAVY DUTY ASPHALT PAVING SECTION NOTE: CONFIRM FINAL SECTION WITH NOT TO 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX 20 OR LESS) SCALE R VALUE TESTING AFTER COMPLETION OF SUBGRADE. 6" POR TLAND CEMENT CONCRETE PAVING REINFORCED WITH NO. 3 BARS AT 18" ON CENTER. NOTE: CONCRETE SHALL BE 560-C-3250. @HEAVY DUTY CONCRETE SECTION NOTE: CONFIRM FINAL SECTION WITH 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX 20 OR LESS) NOT TO SCALE R VALU E TESTING AFTER COMPLETION OF SUBGRADE. 4" PORTlLAND CEMENT CONCRETE PAv1NG REINFORCED WITH NO. 3 BARS AT 24" ON CENTER. NO TE: CONCRETE SHALL BE 560-C-3250. 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX OF 20 OR LESS) @REGULAR DUTY CONCRETE SECTION NOTE: CONFIRM FINAL SECTION WITH NOT TO SCALE R VALUE TESTING AFTER COMPLETION OF SUBGRADE. 8.5" PORTLAND CEMENT CONCRETE PAVING REINFORCED WITH NO. 3 BARS AT 18" ON CEN TER. NOTE: CONCRETE SHALL BE 560-C-3250. 4" CLASS II AGGREGATE BASE COMPACTED TO 95% @EXTRA HEAVY DUTY CONCRETE SECTION NOTE: CONFIRM FINAL SECTION WITH NOT TO R VALUE TESTING AFTER COMPLETION OF SUBGRADE. 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX 20 OR LESS) SCALE 6" CURB/6" CURB & GUTTER TYPE G PER SDRSD G-1 & G-2 \ NOTE: CONCRETE SHALL BE 560-C-3250. / 6" PERVIOUS CONCRETE 6" PERv10US CLASS II AGGREGATE BASE COMPACTED TO 95% 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX 20 OR LESS) NOT TO SCALE GRAPHIC SCALE RCE EXP. 0 50 100 REVIEWED BY: ( IN FEET ) I INCH-50 FT INSPECTOR DATE DATE CTr] CITY OF CARLSBAD SHEETS 100 6 DATE INITIAL DATE IN ITIAL ENGINEERING DEPARTMENT PINE AVENUE PARK PAVING PLAN KEY MAP C-8.0 WILLIAM E. PLUMMER 'RCE 28176 EXP. 3-31-06 OWN BY: AMZ //-/(/•04 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: AMZ/GIC RVWD BY: AMZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-SA 1 WC O') :E 0 G") 'Tl ~ ~ tv 0 ~ 0 (J1 )> / v ' ' ✓-i I O i-I • ~ ----EX 10 w---~; EX \O" W ~~~---[i( 10· w----t~■ ! ~-~ ~ EX ,o• •----EX 10" w----EX 10" w----EX ~e w~~~---EX wl -+-,l •o' • ,,. < -----EX ,a W I -l -F.x 1 ',k--EY 10" W -----~---E.1. o· w--,<~,-, EX 10" w----£X ;o"]i----t 10· W EX u z 1.rr../ 0 w u :---x w m m ·. iSI s ';( ~· I- 2 -' El( TEl.E I cc cii 0:: .. w <L .. u VJ 0 z ::i f LANDSCAPE AREA ( P ) 146 >, ro 0.. C >, ro -(f) 146'F==~~ 148 LAi9SCAPE AREA (TYP.) 131 141 126 !--~~~ ' 146 ! ~ ~ J>-131 i I 1 '-~ S-T 141 131 131 wr-=141\---1.-+---l~--l--"-,. ~-1--J=i+i==t--+---+-~I "' 134 .. TYP, 140 ·. ,_.,.,_,, g' -TYRIGAL ~.. . . 141 ~, , JX <.--:;_ STREET LANDSCAPE AREA (TYP.) ■ 146 134 126 134 10' 141 0 N 141 126 132 . · X w - THESE 4 .-f ~ACE~, .-----:'%/\135 ~~~~-~~~~~ i u=====i~~~~~~~~~ --------:.::- 0:: ~-LJ. 1======2-1 -----:---~-' I I ---- m m D •• X w /------... \ ~.,., 13 /~~ TING Vl_ Y• -~~ "' ~ CENTER EMAIN / / /i5 wl 0 Underground Service Alert Call: TOLL FREE 1-800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG u ~ CELSQC Consulting Engineers & Land Surveyors of California 1//2 //, :, Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. <L >-tc. <{ w -r: 0:: <{ w i' <L <{ u en . 0 ' V 146 ' + I LANDSCAPE AREA (TYP.) 131 LANDSCAPE AREA (TYP.) -\~~...J ., "" _""1_3_4_,...,... -. _____ ,s·• ----"!" , .. 139 NDSCAPE AREA (TYP.) -. 1' I 146 FOR PLAYGROUN AREA REFER TO \LANDSCAPE ARCHITECT'S PLANS (LC: SHEETS), FOR WALKWAYS AND PARK RELATED PAVING, REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR DECORATIVE FINISHES AND COLOR. ' ' .. ,; FOR PLAYGRO~ AREA REFER TO •:, LANDSCAPE ARCHITfCT'S PLANS (LC SHEETS,) LANDSCAPE AREA (TYP.) 146 5i w MATCH LINE SHEET C-8.2 SCHM I DT DESIGN GROUP, INC. BA LANCING ARTISTIC EXPR ESS I ON IN DESIGN WITH ENV I RONMENTAL SENSIT I V I TY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 fa csim ile {619) 236-8792 www.schmidtdesign.com "' "' :::! . 36812 * Expires F LC FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 146 LANDSCAPE AREA (TYP.) DAlE: 11-04-04 FLC PROJECT NO. C0220 DESIGN BY: AMZ EX TELE EX TELE -F"' -o , :ll;;:\4'¥{1)01~;::i~' >;,;;;j.?il,:j'lF'~#. ====='-=~=-~==;0 =-::=•···=· ::::;,:=" =· =·"""::,;z="'R ½.., "' 1 3 0 ','---"~-'-, ' , ,:! . -~ I I ~"l • I • •• ""-' t "'~ w 1l; VJ 0 z ::'i ,; I"~--- ;; REE GRATES (TYP.) REFER TO LC SHEETS REFER TO SHEET C-8.0 FOR ALL APPLICABLE PAVING DETAILS. I I I I I I I I I I I I I GRAPHIC SCALE 20 0 20 ( IN FEET ) 1 INCH-20 FT C') 00 ' u 1-w w :r: Cf) w z __J :r: u I- <( ~ CUP 03-18 LEGEND ;: .-, -+,,;.,;,; - EXISTING MAJOR PROPERTY LINE PROPOSED PERVIOUS CONCRETE PAVING PROPOSED HEAVY DUTY CONCRETE PAVING PROPOSED EXTRA HEAVY DUTY CONCRETE PAVING PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVING PROPOSED REGULAR DUTY ASPHALT CONCRETE PAVING 2" ASPHALT OVERLAY PROPOSED REGULAR DUTY CONCRETE PAVING (ON-SI TE) REFER TO LANDSCAPE PLANS FOR COLORS AND FINISHES PROPOSED REGULAR DUTY CONCRETE PAVING • • • (HARDING STREET & CHESTNUT AVE.) 6" CONCRETE CURB & GUTTER 6" CONCRETE CURB ROLLED CURB OR CURB & GUTTER NOTE LEGEND PERVIOUS CONCRETE. 6 PERVIOUS CONCRETE OVER 6 CLASS 11 AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. HEAVY DU TY CONCRETE. 6" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPAC TION. REGULAR DUTY ASPHALT (FOR PARKING AREAS ONLY). 3" ASPHALT CONCRETE OVER 4" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED AT 95% RELATIVE COMPACTION. HEAVY DUTY ASPHALT (FOR DRIVE AISLES & ACCESS ROUTES ONLY). 3" ASPHALT CONCRETE OVER 4.5" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. EXTRA HEAVY DUTY CONCRETE PAVING. 8.5" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 4" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. INSTALL 6" CONCRETE CURB PER SDRSD G-1. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BO TH COMPACTED AT 95% RELATIVE COMPACTION. INSTALL ROLLED CURB TYPE A PER SDRSD G-4. TRANSITION TO AND FROM EXISTING CURB OR CURB & GUTTER WI THIN 5 FEET OF THE LIMITS OF ROLLED CURB CONSTRUCTION, EACH SIDE. INSTALL 24" CONCRETE CURB & GUTTER PER SDRSD G-2. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED TO 95% RELATIVE COMPACTION. 4" WIDE WHITE (EQUAL TO FED. STD. 595 B COLOR NO. 37925) STRIPE. REFER TO SPECIFICATIONS. 4" WIDE BLUE (EQUAL TO FED. STD. 595 B COLOR NO. 15090) STRIPE. REFER TO SPECIFICATIONS. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27A. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27B. ADA SIGN WITH VAN ACCESSIBLE SIGN PER SDRSD M-28A & M-28B. ADA SIGN PER SDRSD M-28A. DISABLED PARKING PAINTED PAVEMENT SYMBOL PER SDRSD M-29. 12" WIDE CONCRETE STEP OUT. 4" THICK P.C.C. OVER 12" SUBGRADE COMPACTED AT 95% RELATIVE COMPACTION. 142 TRENCH RESURFACING TYPE A PER SDRSD G-24. CONSTRUCT DRIVEWAY ENTRANCE & 3' WIDE CROSS GUTTER PER SDRSD G-12. CONSTRUCT ADA RAMP PER SDRSD G-31 & CITY OF CARLSBAD STD. DWG GS-32. fi45\ CONSTRUCT ADA RAMP PER SDRSD G-27 & CITY OF CARLSBAD STD. DWG \"":1/ GS-32. REGULAR DUTY CONCRETE. 4" 600 PSI FLEXURAL P.C.C. REINFORCED WITH NO. 3 BARS AT 24" ON CENTER OVER 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REFER TO LANDSCAPE ARC HITECT'S PLANS (LC SHEETS) FOR FINISH AND COLOR. 2'" ASPHALT OVERLAY. PROTECT EXISTING RIBBON GUTTER IN PLACE. REFER TO ALLEY DETAIL THIS SHEET. PAINTED "STOP" PER CALTRANS STD. PLAN A24D. 12" THERMOPLASTIC OR PAINTED LINE AS SPECIFIED IN SECTION 84 OF THE CALTRANS STANDARD SPECIFICATIONS. @ INSTALL STOP SIGN PER CALTRANS SUPPLEMEN T TO MUTCD R1-1. 'II 40 ,- "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 7 ENGINEERING DEPARTMENT 100 PINE AVENUE PARK PAVING PLAN C-8.1 APPROVED BY: ./ ,,-:::::;,/ ~/4~::1'.~1/f:A'0~~~4~•~:~7~,-_--L;l _,&:zt:;~~~~~~,----,cc--/f/~-04 '\viilAM E. PLUMMER RCE 28176 EXP. 3-31-06 DATE OWN BY: AMZ CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be ap,Proved. by the preparer of these plans. Lie. CA 2138, NV 219, AZ 34139 72E!O TRACE STFEET, 8UTE 'BJ. SAN DEGO. CAI....FCFNA Beel (86B] '""'-OBE!B FAX (815B} ff?7 DRA'M,1 BY: AMZ OATE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: AMZ/GIC PROJECT NO. 38022 DRAWING NO. 421-5A REVIEWED BY; WRL ENGINEER OF WORK REVISION DESCRIPTION OTI-iER APPROVAL CITY APPROVAL RVWD BY: AMZIGICIWR \ WO "' :E 0 G') .,, ~ ~ I\) 0~ 0 01 )> MATCH LINE SHEET C-8.1 ■ 146 ,, ,.,-~ LANDSCAPE AREA (TYP. w a. 130 CUP 03-18 REFER TO SHEET C-8.0 FOR ALL LEGEND t--------------===rr,-,-,c,--===-,-,,=-------1 APPLICABLE PAVING DETAILS. -------------EXISTING MAJOR PROPERTY LINE I . · I ~~~~~~~ ~~~1~gus + I • ". • :~ I 1 v//////////Zrl PROPOSED HEAVY DUTY CONCRETE PAVING PROPOSED EXTRA HEAVY DU TY CONCRETE PAVING PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVING \ FOR WALKWAYS AND PARK RELATED PAVING, REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR DECORATIVE FINISHES AND COLOR. ~~ 0 -1¾"-s if> 0 z I I I I I PROPOSED REGULAR DUTY ASPHALT CONCRETE PAVING EXISTING SENIOR CENTER / / r .r •· ·• . . ·. ' L u z 0 u LIMIT OF WORK LANDSCAPE • l 146 ~ .,; LIMIT OF WORK \ I I I N 55°37'19" E 781 EXISTING PROPERTY LINE _J , NSTALL 2" (MAX.) ASPHALT OVERLAY. MAINTAIN EXISTING SLOPE FOR DRAINAGE TO RIBBON GUTTER. XISTING ALLEY CENTER LINE EW HEAVY DUTY ASPHALT PAVING NKNOWN ASPHALT SECTION TO NEW PARKING TO ORNAMENTAL GARDEN OR DIRT AREAS GRINt ASPHALT ALONG RIBBON G TTER, 2 INCHES DOW AND 2.0' OUT .167' 2 INCH XISTING CONCRETE RIBBON GUTTER; PROTECT IN PLACE ALLEY SECTION DETAIL SCALE 1 "=20' ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional, CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHM I DT DES IGN GROUP, INC. BALANCING AR T IS T IC EXPRESS ION IN DESIGN WITH ENVIRONMEN T AL SENS I TIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 -~ALLEY=--~ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG l a C " ,. • ~ X w l I F LC FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7e&!CI TRACE B: I EI, SUTE 'EC. BAI\I CEGO, CAI..FCFNA 82121 [El5BJ FAX [8158] nm EF} ' ' ' t~'s. i .146 ~~~~ . ' '.¥\ I s ~ .i. -~l .--~ -lt---:rE-£"" -· -I ~!'1 --"n", :.:::=, I k.;_ --- ::.:: ll'. 0 I- ~ _J , k. • ,;: w ,, LANDSCAPE AREA(TYP.) "i '"I i= I "" ~I ;,'; I a. cl lf) 0 z "i I 146 146 I I w Q. "" (J lf) 0 z "i I w, Sl . 0 LIMIT OF WORK I n I J I 7 NOT LANDSCAPE AREA (TYP.) I I I I 1311----;:=-----1 3 4 LANDSCAPE AREA (TYP.) ~~ PART GRAPHIC SCALE 20 0 20 40 ( IN FEET ) I INCH~ 20 FT co ' 0 1-w w :r: Cl) w z _J :r: 0 I-<( ~ I • .p:· • ... . "¥-,f,,i,. ,'' + . .I 1 ± I / J 2'' ASPHALT OVERLAY , ·,. ~:•""7:777:, :.,:,;, ,·.4'--,\< .,_ PROPOSED REGULAR DUTY CONCRETE PAVING (ON-SITE) REFER TO LANDSCAPE PLANS FOR COLORS AND FINISHES PROPOSED REGULAR DUTY CONCRETE PAVING ·. • .· , • (HARDING STREET & CHESTNUT AVE.) 6" CONCRETE CURB & GUTTER 6" CONCRETE CURB ROLLED CURB OR CURB & GUTTER NOTE LEGEND li25\ PERVIOUS CONCRETE. 6 PERVIOUS CONCRETE OVER 6 CLASS 11 AGGREGATE ~ BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. HEAVY DUTY CONCRETE. 6" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REGULAR DUTY ASPHALT (FOR PARKING AREAS ONLY). 3" ASPHALT CONCRETE OVER 4" CLASS II AGGREGATE BASE AND 12" SUBGRADE COM PAC TED AT 95% RELATIVE COMPACTION. HEAVY DUTY ASPHALT (FOR DRIVE AISLES & ACCESS ROUTES ONLY). 3" ASPHALT CONCRETE OVER 4.5" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. EXTRA HEAVY DUTY CONCRETE PAVING. 8.5" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 4" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. INSTALL 6" CONCR ETE CURB PER SDRSD G-1. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED AT 95% RELATIVE COMPACTION . INSTALL ROLLED CURB TYPE A PER SDRSD G-4. TRANSITION TO AND FROM EXISTING CURB OR CURB & GUTTER l'v1THIN 5 FEET OF THE LIMITS OF ROLLED CURB CONSTRUCTION. EACH SIDE. INSTALL 24" CONCRETE CURB & GUTTER PER SDRSD G-2. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED TO 95% RELATIVE COMPACTION. 4" l'v1DE WHITE (EQUAL TO FED. SID. 595 B COLOR NO. 37925) STRIPE. REFER TO SPECIFICATIONS. 4" WIDE BLUE (EQUAL TO FED. STD. 595 B COLOR NO. 15090) STRIPE. REFER TO SPECIFICATIONS. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27A. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27B. ADA SIGN WITH VAN ACCESSIBLE SIGN PER SDRSD M-28A & M-28B. ADA SIGN PER SDRSD M-28A. DISABLED PARKING PAINTED PAVEMENT SYMBOL PER SDRSD M-29. 12" l'v1DE CONCRETE STEP OUT. 4" THICK P.C.C, OVER 12" SUBGRADE COMPACTED AT 95% RELATIVE COMPACTION. TRENCH RESURFACING TYPE A PER SDRSD G-24. CONSTRUCT DRIVEWAY ENTRANCE & 3' l'v1DE CROSS GUTTER PER SDRSD G-1 2. CONSTRUCT ADA RAMP PER SDRSD G-31 & CITY OF CARLSBAD STD. DWG GS-32. fi45\ CONSTRUCT ADA RAMP PER SDRSD G-27 & CITY OF CARLSBAD STD. DWG \'2':1/ GS-32. REGULAR DUTY CONCRETE. 4" 600 PSI FLEXURAL P.C.C. REINFORCED WITH NO. 3 BARS AT 24" ON CENTER OVER 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REFER TO LANDSCAPE ARCHITEcrs PLANS (LC SHEETS) FOR FINISH AND COLOR. 2" ASPHALT OVERLAY. PROTECT EXISTING RIBBON GUTTER IN PLACE. REFER TO ALLEY DETAIL THIS SHEET. PAINTED "STOP" PER CALTRANS STD. PLAN A24D. 12" THERMOPLASTIC OR PAINTED LINE AS SPECIFIED IN SECTION 84 OF THE CALTRANS STANDARD SPECIFICATIONS. @ INSTALL STOP SIGN PER CALTRANS SUPPLEMENT TO MUTCD R1-1. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE uTI CITY OF CARLSBAD SHEETS 100 8 ENGINEERING DEPARTMENT PINE AVENUE PARK PAVING PLAN C-8.2 DATI: 11-04-04 APPROVED BY: FLC PROJECT NO. DESIGN BY: DRA'M-1 BY: RE\1EWED BY: cozzo t----+-----i-----------------+---+-----,1-------,----1 ~t=r=~,-41 .. ;i;: ... ~~-'"''f~m~'M_M~{-e-R-8~R-c~"""""'sf""~=6~E~XP~.-3=_-3-,--o-6- AMZ AMZ DA TE INITIAL DA TE INITIAL WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZJGIC/WR PROJECT NO. 38022 //·/Cl-04 DATE DRAWING NO. 421-5A ...... co I (..) I-w w I en w z _J I (..) I-<( ~ ! I --·-·-·· ~)( 48" SI---·-·-------··---'" ,, -·--. . -E:Y 4~" ST----- + f:X GAS j l: )( "" 'i I LIMIT OF WORK ■ 146 D TREE GRATES (TYP.) ~-.--~==="'==RE FER"'T LC SH EE rc:;e:=:EEJE=eil...r.-,.b,l!,,,,,,,-""""'=~~=-,==,~"""""!i¢====1o:c=..-~~""""'"I I I I I j _.,. ··""" ,'.':,,J I I I I I I I I I FOR WALKWAYS AND PARK RELATED PAVING, REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR DECORATIVE FINISHES AND COLOR. 146 146 il ;jji I I I i ~ ii ii'; ~-'· ~;; -1-MATCH LINE SHEET C-8.4 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 3'}= CELSQC Consulting Engineer.1 &: Land Surveyor.1 of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION; The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes ta or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.scflmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 ,· l_H: CIIRII ~ 'o (<', " '" . .,, ,. '· i '.\ \-, "' ,. ,.. ,. } 'V, ,._ C, 1.: (0 ,. " " i:r:: 10, I -; -,- cHE TN 1' A ENUE 1MPR0 ME s PER SEPARATE PLANS. REFER TO DRAWING NO. 421-5. CONTRACTOR TO COORDINATE WORK BETWEEN OWGS"NO421-5AAND4 1-5. n I '" f-" £ ·~ w;;: i !' _111· F LC R.OREB LU'JO CONBU.. TANTS PROFESSIONAL ENGIIINEERS ?RlilCI TI=IACE 61 & : , ~ 1aO. SAN DE!80, CAI...PCRIIA ERRI l8M] """>Cliilaia FAX (B!B) J!I! IBP"" CHASE PARK (NOT A PART) GRAPHIC SCALE 20 0 20 40 ( IN FEET ) I INCH-20 FT DAlE 11-04-04 FLC PROJECT NO. DESIGN BY: REVIEWED BY; CUP 03-18 PROPOSED REGULAR DUTY CONCRETE PAVING (ON-SITE) REFER TO LANDSCAPE PLANS FOR COLORS AND FINISHES I '•~ _. . . , • , . . · . . . · 1 PROPOSED REGULAR DU TY CONCRETE PA YING . · , . •·· , ·,'' , · ., "· (HARDING STREET & CHESTNUT AVE.) 126 @ @ @> @ @ @) @ @) @ @ 137 @ @ 140 @) 142 143 § @ @ 6" CONCRETE CURB & GUTTER 6 CONCRETE CURB ROLLED CURB OR CURB & GU T NOTE LEGEND PERVIOUS CONCRETE. 6 PERVIOUS CONCRETE OVER 6 CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. HEAVY DUTY CONCRETE. 6" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REGULAR DUTY ASPHALT (FOR PARKING AREAS ONLY). 3" ASPHALT CONCRETE OVER 4" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED AT 95% RELATIVE COMPACTION. HEAVY DUTY ASPHALT (FOR DRIVE AISLES & ACCESS ROUTES ONLY). 3" ASPHALT CONCRETE OVER 4.5" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. EXTRA HEAVY DUTY CONCRETE PAVING. 8.5" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 4" CLASS 11 AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. INSTALL 6" CONCRETE CURB PER SDRSD G-1. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED AT 95% RELATIVE COMPACTION. INSTALL ROLLED CURB TYPE A PER SDRSD G-4. TIRANSITION TO AND FROM EXISTING CURB OR CURB & GUTTER WITHIN 5 FEET OF THE LIMITS OF ROLLED CURB CONSTIRUCTION, EACH SIDE. INSTALL 24" CONCRETE CURB & GUTTER PER SDRSD G-2. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED TO 95% RELATIVE COMPACTION. 4" WIDE \!MITE (EQUAL TO FED. STD. 595 B COLOR NO. 37925) STIRIPE. REFER TO SPECIFICATIONS. 4" WIDE BLUE (EQUAL TO FED. STD. 595 B COLOR NO. 15090) STIRIPE. REFER TO SPECIFICATIONS. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27A. ADA PARKING SPACE CONFIGURATION PER SDRSD M-278. ADA SIGN WITH VAN ACCESSIBLE SIGN PER SDRSD M-28A & M-28B. ADA SIGN PER SDRSD M-28A. DISABLED PARKING PAINTED PAVEMENT SYMBOL PER SDRSD M-29. 12" WIDE CONCRETE STEP OUT. 4" THICK P.C.C. OVER 12" SUBGRADE COMPACTED AT 95% RELATIVE COMPACTION. TRENCH RESURFACING TYPE A PER SDRSD G-24. CONSTRUCT DRIVEWAY ENTRANCE & 3' WIDE CROSS GUTTER PER SDRSD G-12. CONSTIRUCT ADA RAMP PER SDRSD G-31 & CITY OF CARLSBAD STD. DWG GS-32. CONSTRUCT ADA RAMP PER SDRSD G-27 & CITY OF CARLSBAD STD. DWG GS-32. REGULAR DUTY CONCRETE. 4• 600 PSI FLEXURAL P.C.C. REINFORCED WITIH NO. 3 BARS AT 24" ON CENTER OVER 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) FOR FINISH AND COLOR. 2" ASPHALT OVERLAY. PROTECT EXISTING RIBBON GUTTER IN PLACE. REFER TO ALLEY DETAIL THIS SHEET. PAINTED "STOP" PER CALTRANS STD. PLAN A24D. 12" THERMOPLASTIC OR PAINTED LINE AS SPECIFIED IN SECTION 84 OF TIHE CALTRANS STANDARD SPECIFICATIONS. 149 INSTALL STOP SIGN PER CALTIRANS SUPPLEMENT TO MUTCD R1-1. "AS BUILT' RCE EXP. REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD 9 ENGINEERING DEPARTMENT PINE AVENUE PARK PAVING PLAN C-8.3 DATE DATE SHEETS 100 //-1(2-04 DATE DRAWING NO. 421-SA WC (0 :E 0 G') "'T1 ~ ... I\) 0 P." 0 (JI )> MATCH LINE SHEET C-8.3 FOR WALKWAYS AND PARK RELATED PAVING, REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR DECORATIVE FINISHES AND COLOR. Hf'ST ____ _ 24" ST 2 145:\==---.-----24' ST-----24' Sl • 8" ST 146 ., l _!_I _I _ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG MATCH LINE ALLEY LANDSCAPE AREA LANDSCAPE AREA(TYP.) SCHMIDT DESIGN GROUP, INC. 131 -~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. BALANCING ARTISTIC EXPRESS ION IN DESIGN WI T H ENVIRONMENTAL SENSI T IVITY CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 [L : I i'.: <>: w !, n_ i <>: 0 en !li 0 z :'S 146 "" .• -I G5 ~r-. ,_ HESTNO AVENUE PROVEM NT'--..._ PER SEPARATE PLANS. REFER TO _ DRAWING NO. 421-5. CONTRACTOR /1 ~ ~ TO COORDINATE WORK BETWEEN __ ./ . __ , --:soc-00 147 REFER TO SHEET C-8.0 FOR ALL APPLICABLE PAVING DETAILS. 49.99 CH LINE ALLEY 147 WGS. NO 4 -5A AND 4 1-5 i C ,_I_ -l _l _i _l _ ( I \Ii,-~ \ \ -rn wv:·"--7-;1•"· ----'-' _____ -~ d~ •. j 0 ~ / I ---t-~;J EX OHE ~-;o--,,,Y- ' . 0 wvi -:i [t'. -~ -LL 0 □ □ □ I;'.'. FOR ORNAMENTAL■ : 1-;::> GARDEN , REFER TO ~ LANDSCAPE ARCHITECT'1 2 PLANS (LC SHEETS) □ b □ I I I o: I tJ □ 50.00 SO.DO i 50.00 7 0 z 0 0 EXISTING PROPERT LINE NSTALL 2" (MAX.) ASPHALT OVERLAY. MAINTAIN EXISTING SLOPE FOR DRAINAGE TO RIBBON GUTTER. 100.00 XISTING ALLEY CENTER LINE EW HEAVY DUTY ASPHALT PAVING NKNOWN ASPHALT SECTION TO NEW PARKING TO ORNAMENTAL GARDEN OR DIRT AREAS i GRIN~ ASPHALT ALONG RIBBON G~TTER, 2 INCHES DOW AND 2.0' OUT .167' 2 INCH XISTING CONCRETE RIBBON GUTTIER; PROTIECT IN PLACE ALLEY SECTION DETAIL SCALE 1 "=20' F LC FLORES LU'\D CONSUL TANTB PROFEBBJONAL ENGINEERS 7E!BJ TRACE 8 ! I L: , 8UTE 'Bl. SAN tlEOO. CAl...FCJ=NA 82121 (BBB) """""""' FAX CB68l 68 8 JBe7 :;"";71'1 ,;,;,,_ _;. I ' ,·, ~~~1 I DATE, 11 -04-04 FLC PROJECT NO. C0220 DESIGN BY: AMZ DRAWN BY: AMZ REVIEWED BY: \\1RL GRAPHIC SCALE 20 0 20 ( IN FEET ) I INCH-20 FT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 40 DATE INITIAL OTHER APPROVAL " , ·-J:T-__ .. --(.<.,. .,__ --it----- CUP 03-18 LEGEND EXISTING MAJOR PROPERTY LINE PROPOSED PERVIOUS CONCRETE PAVING PROPOSED HEAVY DU TY CONCRE TE PAVING PROPOSED EXTRA HEAVY DUTY CONCRETE PAVI NG PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVING PROPOSED REGULAR DU TY ASPHALT CONCRETE PAVING 2" ASPHALT OVERLAY p;,~~~~~s·;;;~-~~~:t1:: ' " ,r/ ;,,,--;y,~,_7:;."7:i;-. ..Xs·-~././,'-•',F PROPOSED REGULAR DUTY CONCRETE PAVING (ON-SITE) REFER TO LANDSCAPE PLANS FOR COLORS AND FINISHES PROPOSED REGULAR DUTY CONC RETE PAVING • · • • (HARDING STREET & CHESTNUT AVE.) 6" CONCRETIE CURB & GUTTER 6" CONCRETIE CURB ROLLED CURB OR CURB & GUTTIER NOTE LEGEND PERVIOUS CONCRETE. 6 PERVIOUS CONCRETIE OVIER 6 CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. HEAVY DUTY CONCRETE. 6" 560-C-3250 P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTIER OVIER 6" CLASS 11 AGGREGA TIE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REGULAR DUTY ASPHALT (FOR PARKING AREAS ONLY). 3" ASPHALT CONCRETE OVIER 4" CLASS II AGGREGA TIE BASE ANO 12" SUBGRADE COMPACTED AT 95% RELATIVE COMPACTION. HEAVY DUTY ASPHALT (FOR DRIVE AISLES & ACCESS ROUTES ONLY). 3" ASPHALT CONCRETE OVIER 4.5" CLASS 11 AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVIE COMPACTION. EXTRA HEAVY DUTY CONCRETE PAVING. 8.5" 560-C-3250 P.C.C. REINFORCED 111TH NO. 3 BARS AT 18" ON CENTER OVER 4" CLASS II AGGREGATE BASE AND 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. INSTALL 6" CONCRETE CURB PER SDRSD G-1. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED AT 95% RELATIVIE COMPACTION. INSTALL ROLLED CURB TYPE A PER SDRSD G-4. TRANSITION TO AND FROM EXISTING CURB OR CURB & GUTTIER WITHIN 5 FEET OF THE LIMITS OF ROLLED CURB CONSTRUCTION, EACH SIDE. INSTALL 24" CONCRETE CURB & GUTTER PER SDRSD G-2. INSTALL OVER 6" CLASS 11 AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED TO 95% RELATIVE COMPACTION. 4" \\1DE WHITE (EQUAL TO FED. STD. 595 B COLOR NO. 37925) STRIPE. REFER TO SPECIFICATIONS. 4" WIDE BLUE (EQUAL TO FED. STD. 595 B COLOR NO. 15090) STRIPE. REFER TO SPECIFICATIONS. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27A. ADA PARKING SPACE CONFIGURATION PER SDRSD M-27B. ADA SIGN WITH VAN ACCESSIBLE SIGN PER SDRSD M-28A & M-28B. ADA SIGN PER SDRSD M-28A. DISABLED PARKING PAINTED PAVEMENT SYMBOL PER SDRSD M-29. 12" WIDE CONCRETE STEP OUT. 4" THICK P.C.C. OVER 12" SUBGRADE COMPACTED AT 95% RELATIVIE COMPACTION. TRENCH RESURFACING TYPE A PER SDRSD G-24. CONSTRUCT DRIVIEWAY ENTRANCE & 3' WIDE CROSS GUTTER PER SDRSD G-12. CONSTRUCT ADA RAMP PER SDRSD G-31 & CITY OF CARLSBAD STD. DWG GS-32. CONSTRUCT ADA RAMP PER SDRSD G-27 & CITY OF CARLSBAD STD. DWG GS-32. REGULAR DUTY CONCRETE. 4" 600 PSI FLEXURAL P.C.C. REINFORCED WITH NO. 3 BARS AT 24" ON CENTIER OVER 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) FOR FINISH AND COLOR. 2" ASPHALT OVERLAY. PROTECT EXISTING RIBBON GUTTER IN PLACE. REFER TO ALLEY DETAIL THIS SHEET. PAINTED "STOP" PER CALTRANS STD. PLAN A24D. 12" THERMOPLASTIC OR PAINTED LINE AS SPECIFIED IN SECTION 84 OF THE CALTRANS STANDARD SPECIFICATIONS. @ INSTALL STOP SIGN PER CALTRANS SUPPLEMENT TO MUTCD R1-1. DA TE INITIAL CITY APPROVAL "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 100 0 ENGINEERING DEPARTMENT PINE AVENUE PARK PAVING PLAN C-8.4 APPROVEJ) BY, , . ~ JVJd/urw :0 ~ ,~ == WILLIAM E. PLUMMER RC28176 XP. 3-31-06 OWN BY: AMZ CHKD BY: AMZ/GIC RV'ND BY: AMZ/GIC/WR PROJECT NO. 38022 II-lt2-r14 DATE DRAWING NO. 421-5A .i::i.o 0 :E 0 G') ,, .i::i,. f-J. I\) 0~ 0 01 )> E ISTING'RESI NTIAL '--' (NOT1 A PAR ) EOS ECR BCR FOC BGUT INLET BROLLC EROLLC DGP EOSMEX BOW FOW FOS FMC ssco co CENPL B ABBREVIATION LEGEND EDGE OF SIDEWALK END CURB RETURN BEGIN CURB RETURN FACE OF CURB BEGIN GUTTER STORM DRAIN INLET CORNER BEGIN ROLLED CURB END ROLLED CURB DECOMPOSED GRANITE PATH EDGE OF SIDEWAUK; MATCH EXISTING BACK OF WALL FACE OF WALL FACE OF STAIR FACE OF MOW CURB SANITARY SEWER CLEANDUT STORM DRAIN CLEANDUT CENTER OF PLANTER WATER LINE BEND WATER LINE TEE CELSOC Consulting Engineers & Land Surveyors of California tion contractor agrees !hot in accordance with generally accepted construction nstruction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. GRAPHIC SCALE 50 0 50 ( IN FEET ) 1 INCH= 50 FT SCHMIDT DESIGN GROUP, INC. ••• .1, \ .• ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 100 ' I r, " l \ , l., ,f=,- ---+ 0 T. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 9j 94 95 96 97 98 "" 100 101 102 103 104 105 106 107 108 109 NORTHING 9949. 7199 9960.2068 9969.8269 9962.0716 9973.7189 10120.8418 10119.4989 10116.4654 10088.6852 9966.2695 9954.6766 9972.3016 9949.3722 10119.1821 10124.6895 10107.2154 10090.1392 10082.9999 10075.8574 10012.1841 9983.0593 9944.4755 9980.7037 9970.2339 9964.9156 9960.3998 9959.0381 10009.4143 10039.2537 10073.3384 10102.8397 10114.9070 10108.3029 10086.4567 9940.6239 9953.5607 9988.8093 10016.4985 10068.3228 10061.5894 10056.6711 10066.5062 10049.9448 10064.6918 9917.0400 9933.0612 9935.5862 9955.5342 9967.0486 9994.7364 10046.5476 10044.7354 10039.8187 10034.8960 10028.1644 10057.6658 10075.2907 10065.3961 10053.3120 10036.3396 10027.7467 10019.1537 9909.9856 9912.2798 9919.5386 9928.6085 9937.6800 9942.7604 9950.4737 9927.0064 9878.0171 9799.8968 9795.8852 9789.9845 9784.1615 9738.1061 9734.0936 9733.5998 9729.9458 9730.4918 9736.3158 9779.8108 9785.4351 9750.1635 9742.9869 9764.0092 9787.9266 9796.7683 9803.0217 9756.4214 9773.3778 %01.9804 9719.0461 9725.svss 9716.3925 9742.2760 9 /59.un61 9771.9047 9806.2875 9757.2974 9775.2146 9813.8102 9822.4470 9773.7869 9762.3118 9731.1349 9721.0849 9810.4325 9801.5315. COORDINATE UST EASTING 3275.3243 3277.3201 3294.5126 3301.0342 3303.2254 3322.9588 3330.7947 3374.2501 3381. 7921 3343.3861 3340.8179 3360.2626 3369.3545 3387.8751 3391.9408 3403.9702 3400.8179 3395.4353 3390.0462 3378.2918 3398.3476 3395.6977 3411.1355 3413.2725 3411.7854 3411.4582 3418.8393 3410.3323 3424.9893 3422.1259 3427.5685 3445.0518 3446.8736 3433.6979 3518.6492 3531.2047 3527.5391 3542.8163 3532.0031 3540.9271 3540.0280 3541.8367 3548.9587 3551.6707 3646.4807 3649.4365 3665.3133 3686.1328 3645.5381 3660.8151 3650.0305 3659.8707 3658.9612 3658.0554 3666.9937 3672.4365 3660.4359 3713.6282 3696.0383 3692.9070 3695.3892 3697.8713 3651.7889 3628.3306 3588.9855 3539.8242 3490.6540 3463.1169 3462.5047 3407.7322 3398.7084 3384.3187 3378.4957 3377.4087 3381.4203 3372.9369 3367.1191 3367.0463 3386.6769 3386.7927 3382.7753 3390.7652 3396.5289 3415.3285 3454.2894 3405.8720 3407.1033 3422.3482 3436.4756 3451.9965 3449.7945 3438.5067 j445.8048 3455.1520 3461.04 '" 3459.2444 3456.2398 J4~4.~//~ 3441.0475 3468.7972 3465.5730 3448.7550 3454.7447 3475.9755 3478.0257 3483.4181 3481.6183 3396.4276 3402.7060 F LC FLORES LL.N:J CONSULTANTS PROFESSIONAL ENGINEERS '7'al TRADE SL I & I, 81.111: 'li!O. SAN DBE. CAI..PCFNA &R'21 [BeB) FAX (Ell5B]. BE!IE! CSE!:J DESCRIPTION EDS EOS EOS EDS EOS EOS EOS EOS EOS EOS EOS EDS EDS EDS ECR BCR FOC FOG FOG FOC FOC FOC FOG BGUT INLET FOC BGUT FOC FOG FOC BCR ECT EOS FOC FOC FOC FOC FOC BGUT INLET BGUT FOC FOG FOC FOC FOG BROLLC EROLLG FOC FOC BGUT FOC INLET BGUT FOC BCR ECR EGR BCR FOC FOC FOC EOX DGP DGP DGP DGP EOS EOS EOS EOS EOS EOS EOS EOS EOS EDS EOSMEX EOSMEX EOS EOS EOS BOW BOW BOW BOW BOW BOW BOW FOS FOS FOS EOSMl:.X EOS EOSMEX EDS EDS EDS EOS FMC FMC FMC FMC FMC FMC FMC EDS EDS EOS DATE, 11-04-04 PT. NO. 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 18? 18:l 184 185 186 187 100 1 w, 190 191 192 193 194 195 196 197 198 100 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 LIO 216 217 218 COORDINATE UST CONT COORDINATE LIST CONT ~ NORTHING 9829.4210 9863.9815 9888.3349 9918.6842 9929.8573 9925.1949 9903.7117 9890.9157 9857.2535 9848.0718 9866.5795 9921.3592 9934.3598 9909.5061 9873.9846 9829.3612 9794.8479 9755.2310 9750.1107 9723.4861 9704.3052 9971.2194 9952.8859 9982.2757 10115.4944 9908.6957 9905.8135 9955.3340 9959.6507 10057.9925 10114.6742 9957.3763 10104.1188 10042.3392 10054.0972 10049.6009 10035.2031 10058.7767 10007.0362 9984.1018 9948.2208 9949.6474 9920.1437 9920.5066 9873.9358 9875.8347 9858.9662 9857.8111 9861.5051 9860. 7617 9861.4433 9836.6588 9761.8684 9752.4650 9852.7870 9817. 7174 9816.8354 9743.7845 9733.5876 9732.4634 9724.9774 9681.4789 9674.3285 9699.6890 9687.9959 9683.3244 9679.3519 9683.6611 9683.2817 9677.4587 9586.5470 9584.11,0 9581.2810 "'"0.72A4 9573.5936 9569.5174 9567.' 9559.8628 n"-/1 "i737 nJs,t'l "1,110 9540.0396 9556.9982 9562.3375 9575.4993 9807.3818 9869.8505 9825.1289 9722.1823 9713.8074 Q11Pj <..j"-fl.d. 9773.5441 9767.5988 9760.9107 9706.8137 9687.5235 9582.2701 9567.1418 9537.5028 9521.9767 9529.2495 9526.0669 9535.0831 9552.1149 9529.0580 9511.138/ 9503.5721 9520.60Jo 9498.0593 9480.1400 EASTING DESCRIPTION PT. NO. NORTHING EASTING 3452.6043 EDS 219 9475.8192 3978.8069 3449.8032 EOS 220 9487.5760 3996.2222 3441.9391 EOS 221 9477.6901 3971.4100 3437.9425 EOS 222 9493.2829 3971.0668 3429.5874 EDS 223 9504.5959 3958.0878 3417.5668 EDS 224 9522.3105 3871.3165 3413.6096 EDS 225 9506.7605 3955.7360 3416.3715 EOS 226 9517.5920 3960.3818 3410.0040 EOS 227 9514.5858 3853.8741 3403.3607 EDS 228 9526.6657 3847.6726 3454.0756 EOS 229 9518.9410 3830.2302 3442.3511 EOS 230 9530.0631 3829.2284 3453.5327 EOS 231 9530.0342 3819.9862 3588.2469 EDS 232 9543.2178 3822.4147 3614.4561 EOS 233 9552.3367 3815.6146 3644.9420 EDS 234 9554.4536 3815.3575 3668.3020 EOS 235 9556.2731 3805.5244 3661.0189 EOS 236 9554.3825 3804.5467 3644.3148 EOS 237 9548.2813 3794.9255 3592.6135 EDS 238 9535.0977 3792.4970 3572. 7131 EDS 239 9539.1577 3807.4558 3364.0528 co 240 9508.6560 3973.0466 3304.6603 INLET 241 9573.3087 3649.6547 3310.0922 INLET 242 9563.5003 3647.7016 3366.9844 INLET 243 9895.5058 3691.9695 3388.1881 INLET 244 9867.9598 3712. 7239 3399.3540 co 245 9946.8225 3708.3796 3270.8499 ssco 246 9980.3654 3714.5653 3344.7105 ssco 247 10004.5547 3747.2344 3362.8458 ssco 248 10025.5552 3750.0926 3373.2985 ssco 249 9995.8782 3915.4088 3356.081 D CENPL 250 10010.3644 3921.1278 3383.6209 CENPL 251 9987.9731 4042.6593 3719.0161 CENPL 252 9984.1309 4044.9801 3696. 7197 EOS 253 9966.4747 4051.4130 3704.5689 EOS 254 9963.4058 4052.7440 3705.2565 EOS 255 9853.4685 4032.4936 3715.4578 EOS 256 9853.8825 4027.7800 3769.3771 EDS 257 9835,7664 4029.2329 3736.0859 EOS 258 9841.5894 4025.2214 3729.4767 EDS 259 9849.4570 4026.6706 3721.7319 EOS 260 9611.6941 3987.9589 3716.2975 EOS 261 9612.6068 3983.2741 3714.3273 EOS 262 9594.5728 3984.8052 3705.7490 EOS 263 9600.1499 3980.7483 3695.4401 EOS 264 9608.0175 3982.1976 3713.0698 EDS 265 9526.2218 3972.2149 3712.8570 EOS 266 9523.8695 3970.0807 3692.8025 EDS 267 9512.2854 3988.1157 3703.3223 EDS 268 9520.6081 3982.9156 3689.2645 ssco 269 9523.4649 3981.8754 3674.5255 ssco 270 9587.0209 3993.5823 3664.6536 ssco 271 9590.4563 4002.5331 3609.5598 ssco 272 9606.9492 4000.3036 3706.9837 EOS 273 9612. 7723 3996.2921 3705.6081 EOS 274 9692.4683 4010.9721 3682.5388 EOS 275 9695.6231 4016.5528 3669.0829 EOS 276 9713.2635 4019.3782 3669.2382 EOS 277 9715.6833 4017.2819 3667.0621 EDS 278 9830.7476 4038.4767 3669.6995 EDS 279 9831.2226 4046.9386 3661.6871 EOS 280 9851.3830 4050.6569 3656.2891 EDS 281 9854.8339 4042.9134 3553.6126 EOS 282 9962.5405 4062.7529 3617.0931 EOS 283 9978.9040 4075.4261 3617.2495 EDS 284 9997.0585 4066.7071 3633.2953 EDS 285 9994.6517 4063.2127 3635.1059 EOS 286 9979.5338 4059.7337 3642.6859 EDS 287 10114. 7301 3362.1234 '"46.6974 EOS 288 10089.1051 3379.7688 3628.2948 EDS 289 10035.0633 3369.8029 3641.4074 EOS 290 9998.4027 3363.0423 3620.7170 EO, 291 9953.3160 3394.0891 3614.5181 EOSMFX 292 9902.8272 3667.8736 -sa?.9109 FOSMEX 293 9910.0234 3669.2007 3610.0357 EOS 294 9879.2580 3663.5272 3617.3798 EOS 295 9848.2287 3657.8050 362?.1'-" FOS 000 .,_.,_ -1.1 7A(ll ..t.A.7Q f"l0,77 l!i'" ,nu ri;-l1n1 ,nn ~"'"" ,t ,I-,.,, n""'" """ t??S ,nc ,n1 • .,..,., no10 3632.9403 EOS ,nn oo14~; A Al'!'A "l;('C 3637.5743 EOS ,n, £::Ann OC::A7 A 1_/;;,') Ji701 3644.7490 EOS ,n, S4R7 7A."ln Au:;,; 17--zn 3647.2960 EDS ,no 047S 74 ;o A At:' -,.,.r,..,. 3412.2059 INLET ns OS1? S,?7 AAk1 '1011 3432.9514 INLET •n I 'i..1/""'i n,1i:;:r:: "n ,cno 3452.8025 co '"" 1:;;Ai.;n A/\1'-....... ! .. ~"· 3501.7100 INLET "" ~Al-j/"l...i1? .. ..,,,.. ,., ,. "" 3547.1248 EDS ,rn C ' • ~r.r, 1')""P" "l.~7f11Rf\i: ens .'11 ,,. """ A A An n .... , ... 3655.9873 EDS 312 5444.4988 4440.5162 3625.6437 EOS 313 5423.2896 4430.9726 3590.3510 EDS 314 5411.4449 4419.1132 3576.9233 EDS 315 5414.6256 4405.8277 3652.0129 co 316 5432.9884 4475.0383 3653.8817 INLET 317 5415.6833 4486.9526 3780.4427 INLET 318 5410.9197 4465.8566 3941.1509 INLET 319 5398.4867 3956.3324 INLET 320 5397.8851 3969.5223 INLET 321 5389.4201 3967.9045 INLET j22 ~3rm.~"t~J/ 3657.0690 FOC 323 b372.3864 3647.4087 FOC JL4 o37J.7386 3772.5821 FOC j25 0364. 7381 3787.060~ FOC 326 035/.0427 3828.1393 FOC '<I 0346.2994 3818.4790 FOC 328 ~347.9791 3940.8708 10G 329 0331.3464 3955.3495 FOG 330 ~339.7966 REFER TO LANDSCAPE ARCHITECT'S PLAN SET L-4.0 FOR DETAILED DIMENSIONING 4477.6093 4490.1320 4495.8455 4486.0579 4495.7547 4506.7565 4~12.9533 4506.1726 4513.6174 4524.4787 4523.7985 4530.1893 DESCRIPTION FOC FOC EOS EOS EDS EOS EDS EOS EOS EDS EOS EDS EDS EDS EOS EDS EDS EOS EDS EDS CENPL CENPL CENPL CENPL CENPL INLET INLET INLET IN Lt T co EOS EDS EOS EOS EDS EOS EOS INLET EOS ,OS EDS EDS INLET EOS EOS EOS EOS EOS EOS EOS ,os EOS EDS EOS EOS EOS EDS EDS EDS EOS EOS EDS EOS EOS EOS EOS EOS CEN~L WLB WLB WLT WLB WLB WLT WLB WLT WLB mo ms Fno Fnc ms F"" ' "' Fns ''" '~' m Fns mo EOS EOS EOS EOS EOS FOG EOS EOS EDS EOS EOS "" cu, EOS ,os EOS EOS Eu, EDS CUP 03-18 COORDINATE LIST CONT PT. NO. NORTHING EASTING DESCRIPTION 331 SS?1.9751 453n_3745 ms 332 5 .. / ~ JI 4541. '2° FOS 333 5308.1853 4539.8?0 '"OS «4 5307.815? 455?.144 OS 335 5294. PSR 4549.4281 'OS 336 5290.4989 4564. nc»e "OS 337 5272.9339 4576.1391 EOS 338 5273.1655 '"60.686' EOS 339 5250.041 456.<.7447 "" .>40 ,. ""' 455Q.7117 Fnc _,41 5247.463 ,1i:;cn nn40 '""S 342 523Q.904 4554.650A FOS 343 5220.95?7 4537.655' Ff1S J44 5203.293:l 7.,'il FnS 345 5177.4R77 4546.0 1A ms 346 S1RR_59m 4 7. 4R F()S 347 5170.6589 ' il ' 2 ,n, '48 5162.2364 4 1.1130 nc 49 51f.4 \"} <n 454n_1n77 0 50 5153.4914 403R.4"•1S ,1 5164.7024 4531.6A61 0 .:l52 'i157 .. " QA AC"'n.9955 Fnc ,s3 5149.17"" 4523.9203 F()S 354 0143.9780 4524.4991 F()S 355 5261.12'-" 4584.2901 C()S 356 5253.8689 4589.111? Ens 357 5?"-? nnR 494.7974 FOS 358 5240.0010 11 ~si: nnn1 Enc 359 5226.4075 4576.635n U]s 60 ._,.I ",'J ", -1;74 4065.~1 '"S 1 5204.7940 "'"" " nc '° 5209.6315 4074_n,55 nc 63 51 ?i:.. ,-;•u 4578.°''0 "" ."164 5185.266 456R.7n35 F()S 365 5158.393 4559.1362 E"s .,66 5261.785 ,1.::-11. ""7£"1:'f"l EOS 367 5245.847 4607.4237 cos 368 O?S4 n7Q6 '-6 00 .9 14 Fm 369 5252.6944 '"'7 1a5 Fm '70 5239. "52 461?.4 '"7 enc 371 5242.8689 4628.0016 EO 12 5224.796" 461°.691? EO 7' 5"n4.2364 4605.0010 ' 74 '"•35.6931 4594_9059 "''S 7s 5222.5578 "'87.f.17'-enc 7f. 5197.853 4591.7438 FQS :177 5184.951 4589.8569 FQS 378 5172. 79 4588.1855 '"'" 379 51'-R.431' 4513.339? EOS IX0 5138.6994 7 ens 18? 5133.0821 4508.761A '' ,x3 ~140.2157 4501. "'' 1 Er 1x4 5136.3606 '-5n1.1616 EO '85 5128.0599 4496.1 '04 E '"" •174.8416 4496. 7s53 ' ~; 273.2840 "'"· l'IR EO 246.9334 4539.744' ' ."189 '<A 4530.1084 '"'" ,an 0166.9657 4532 7°07 FQS 391 5132.1939 4484.7758 E"' 392 5127.0411 4485.9059 EDS '93 5122.2561 44°3.2244 F(W 94 ,115.0180 4482.6" 7 E< 95 5111.6976 4484.95 1 EO 96 5107.8322 4485.66 6 ,, II 5109.7186 4493.60 4 ED "8 5105.3109 4401.93°0 EO 9a 5099.2169 4491.5?84 ' 400 ~142.3951 4476.2160 EO 401 '132.4510 44S8.2575 ED 4n? 121.7158 4469.624? Fl 40., 1 " 1 4467.3775 EO, 404 5097.8969 446 -i.. f\C' c:' EOS '-"' sr137_9759 4468.A514 er 411, 5163.0783 .14r.:~ o7-z.i:;: co "'7 5157.4868 "463.4777 ED 4 8 iA1 '864 4456.4504 EO 4 9 131.0875 44,0_ SSM EQS 41n 174.4224 4461.6914 Fnc 411 '111.60"14 4459.5A11 '""S 41? 1' .2449 44<? n41' EQS 41."I 08.~ 444A.96°0 E"' 414 7 ' 4449.non7 ms 410 5171.5930 44" 01 EO, 416 5145.9645 44' .30 5 EDS 4·7 5167.1311 44° _?16 cos 41 5155.5266 4430.45 7 11 41 "'46.8700 44?8.0 ' 1 4 5138.4691 44'11 . .t7f,• EO 4 1 0133.8533 4445_,7nn ' 422 5126.2003 4434.2640 EDS 423 5113.2921 4439.2870 EDS 424 5120. 7994 4431.6046 EOS 425 5115.6317 4430.4763 EDS 426 5107.8614 4437.6528 EOS 427 5102.4892 4438. 7421 EOS 428 5077. 7185 4428.0764 EDS 429 5100.6450 4424.5279 EDS 430 5085.0483 4421.3573 EDS 431 5081.2387 4420.7906 EOS 4JL ..iU/U. /U"I-,.) 4412.JILM cu, 4jj vvuu.J/Ju 'l-'1-1 L.U I /U cu, 4J4 ;JU/0,,..1vu 440/.Ml2 cu, 4JV OU/ .JVVV 440/./~/b cu, 4JO ;JU00.L'TUI 4 144_ /OU'j' cu, 4j/ ;,,JV;JC,OU::J'j' 4."l~I. 1"4f0 cu, <JO JIOLIJ'I-J "t<t-U't,l"'il i. ,, "' 4-'" JoJo.o~bo 4."1'-l'-1. /{"l'.l~ '" 4'1-U JIU ,U/LJ .t.'IQ?_.Shl/ ' REFER TO SHEET C-9.1 FOR TABLE CONTINUATION fSH:ml1 CITY OF CARLSBAD f---+---f------------------+----+----+---+--~ L..ilj ENGINEERING DEPARTMENT 1-----1---+----------------f----+--+-----I---I SHEETS 100 PINE AVENUE PARK COORDINATE LAYOUT & DIMENSIONAL CONTROL KEY MAP C-9.0 F\.C PRMCT NO. C0220 l----+----f-----------------+--+--f----f----1 APPRD~D_J~ , dd/-tMUtta 7'. ~=--II· /'1-<24 \\'[LIAM E. PLUMMER RGE2816 EXP. 3-31-06 DATE DESIGN BY, AMZ DRAWN BY, AMZ DATE INITIAL DATE INITIAL REVIEWED BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTI-iER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: AMZ CHKD BY: AMZIGIC RVWD BY: AMZ/GICIWR PROJECT NO. 38022 DRAWING NO. 421-SA ' ·-----·r----'' ·--·-------4-·-··----·----·-----"''; .. -----... ~·,1,~-l---__ ·.-.. ,. :r __ .. ____ -.. _ .. .,...7';" ----.. _ --.. ,--__ . _ . .., .. --. ~,:"---w-- --+-----···------t--__ .,____ +---- f'l ! I -r:-~·'1·-----i:19 n ,,. ---- "; ~ ' ~ -1,· • :i''·---....... ------.u...,.,'B"-"-"''- .. I I ---.>s-;:;~I t:tti:"·~-r-:":'I-: ·=:;at·=~::-~"' •I-BIT . .,,. 7.7:'./.Jlf.i ----.,...,.. --. --~t---"!!"""' • 'o I .. .. u z ~ 0 0 \, I ~ ' ["_ --· ... -_ .. - L. - - ------ -'.\· I "5 ,.,. '<' >, co a.. C >, Jg (/) ':l ,,,. ~ 11----32.010--- "5 ... '<' ''8 .f "' ~ 'V ~ & <v' 1,.· ◊ ., i ri· Y' .~.· I I Cl ,.,. ~ ,§> ,.,. ,.,, '<c- $1WM l 0 .f I I ~ "5 ,.,. ~ ,;J, -24.0 g ST ' L'J & ,.,. & ,.,. & ;,· <§> -±"'-. i--i---1----'. !<j'll-f. -.... -J --l---+120.010+---~-----+--4-+-IWJ~. ,o---32.0rl-----ll 0 ci ,,, ;;; ,§> ,.,. ~ ..-z:--.- ' j I j jt \..:+ 1· 191,;; ''ti 0, ◊,· ":t g, ·1,,•·,,,,,·• fs> j ~. :Y . .._,-~--,, ~ '> ~ ~ •,__ ~ f,-,::,--1--i ~ ~ ;;; "---+--!----+------+---1200(}-+--~--+---+--+----+ + + ··"" ~ •. "-~4-/ C',, r .. .,;;----,---'*;• ....... --4-<'l!,Ll=~IT-'-f?-~~IT-"i71''S>l'+:"'~~~~=.,"""'-...,=&=-=e=,,,=tt-+,.~=='==Jtob..=.da ,r ~ .· ~ ,$' .$ * $ $ cg, r \.' ;" i :.t' °' [(;/ ., ~ n$' ,,_ ~ 5"Jt. --·I.~"W -•\;;Y L5"W ~ 1S'i'I 15"1/i ---1.S"W i ','\'; @IM Ill ltf +·., ~ :r1 ;,~w -l!ll.15"N + &+ ij ~ $ °' :.,C.,..:::',l .. .;__.,....... ·~ ..... -'>l~ ... :;-;-;;~;;;;;;;:i:;;;:=;~:=;1";;;;;;;;~;;;;;;~;:;-;;::;;;;;;;!;:;;;;;;~~±;:;;;;;;;;;;;~~=;;;;:;;;;;;t;;;;-;:,.;;_;;...;;...;;;..,:,;;;...=;....;;_ -;7:;-;;;t~;__..).,.(.:l'~ . ,6,"" . . ,r..-cc.... 1-.J•~i,.,.,,f,,"-~~::::"~" 4> ·~ .$ .,0., +°' +<;.' +ff ~ 11 + ,if' ~ + Jy .$' .,, $ + " ., ~ 5;· •.'44" W~~lill,g(, ~~-l--'---'i-:.,..c-'.i--'..... ,-~, ">'-+---"t'"-'~-➔-----+----+---+----1--➔-----+---'---lr'-'-+ _.,;~~~:.:_ ___ _..::'...;;:;~ -... ...;.;;;;.;.,;___._ ____ ___;;;_ $ ~ ~-4' .. " I <:, +,f ,§' + •/ ,I\-0 I ~ ,3'. +°' $ ::4 ~ + ""' --+-~ °' ,;;-"' + + ~ $' ... ,, ,;; + ~ 0 ., " +~ I?' ~· + + + ,(!;' $ + "' G o,· ~ 1] $' q' + + ., 0 ,. ❖ ,f \ 4lil+ <> \$ ~ ;':,<:)• ~. ~ + '<-$' .. ..,, ·~ I_I_I_I_ ----_ I_I_I_I_I_I_ MATCH LINE SHEET C-9.2 0 I I +I $ c:.1 ~ • r"l ,' ' ::J $ • I I I I -I- I I : I ( J ..... /,., .. ✓• ,.,"" ~ I • r I I I I I I I I I I I I _ I I I ~- I I I I I I I I I I I I I I I I : ~+ CV, 0) ' <..) 1-w w :c (/) w z _J I <..) ~ ~ CUP 03-18 COORDINATE UST CONTINUFD FROM C 9 0 ' PT. NO. 441 "" '" ' ,, ,, •47 44• 449 4sn 4S1 4s7 4q '"' 4·· ~ ,,w 4SO 4Sn 4C1 4so •es ,c, ACS ••• 4" ,w 470 471 47? 47:l 47d 475 47C 4// 41s 4,0 '"" ,u· ~ ,. .. ,LAA 487 488 489 491 492 493 494 495 496 499 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 20 NORTHING EASTING DESCRIPTION ""4.W, ~1s7s enc • "Z."'7'}----=i ens " ,1 -.nn n,:77 enc ,no, 4 -zcn. i:-'1-zn enc S1CQR714 A""'l"Z. "'n1.i enc J:i10A ,:,r,on ,t <,7'-"70C::<, Cf'' .~1R') cr.nn A "l'"'7C, 1 "'7r,n C'f'>C S1 4, rm S17?.R?9S 4"7."'7C 04 rnc S1 •, . oc nc l:H'ln J;l."7.,t,; 4'"·.0 oo enc 51,..,-.A•i~ 4~ enc c,ac nee A r r'I' r, = c, a, 7"· A 4n,17 = h'lQQ ,c 4 ,co ""' enc .,.,.,,.,,., nn ,n '-S7 Sss1 enc -'9S osa, 4--.cn. "''Q7 enc crnc an,a ,1 <,i::;A r-.n,in enc C?OC 1qc .iL ~A7_ ]""f'.,, C('C "17 .. ~1 17 A"7.Ao.44i:;"l' ,m s:;:r,, 1 J;;')('\ "l A"ZAq 1"7.rl'l rnc ? 7nu, A< • • ''° enc ., A "Z."Z.0 7??n enc -A "l"lQ '1fl"ll:: enc 1. • .,.r: n,ji,:., enc 7 44'"~ ,,.,,. ,,.. enc s74.SQ7? ,1 ,1 "Z.1 q,Q1 enc 74 ,ne< "°" •n1• enc " o•co 441A '1 ,,,.,,., CM c;_"l't:;<, "'700C • ,., .. enc i::;<,-:tt71')7{ • <f\C i:;.~,:,i:_ "7.0~7 ,I "7.01: .41:' •c cnr .C:•~7 11:''-1 A"7.,1• Ot~ rm i:::,;•n nc 7 """' c"c cm ' Sj CA □nw .C:~"l,""l 1'J/ ,, n"i7 -□mu •1• n / ,n 4,na 41nc □mu ??S1 A"Z"7'1 .,..,. •" .'""~ ,;ao <SS7 cr,71 enc _rm4R JI 7.:--,,.,, " .,..,.. enc nc<. 70?0 <s17 no,a enc ,.,.,, 17?n "14 nano enc sn• 1.,?n n,o aasa "~' so•o nnn, ·-. " 07 enc S?OS 7697 . ,ow• -fj:: , • 40c . 5524.3308 4477,2444 EOS 5504.5538 4447.7102 EOS 5486.7794 4440.4406 EOS 5441.9084 4450.1369 EOS 5427,3179 4460.1883 EOS 5429.5752 4470.5909 EOS 5412.5366 4482.3288 EDS 5404.0591 4479.0078 EDS 5379.2138 4495.8236 EDS 5425.8353 4448.4273 EOS 5412,1021 4451.3809 EOS 5415.9556 4435.4838 EOS 5404.4246 4426,0989 EOS 5384.5519 4400.9038 EDS 5400.8526 4404.0605 EOS 5389.9415 4385.2334 EOS 5393.3867 4380.4313 EOS 5362.6062 4371.4728 EOS 5362.6590 4379.0790 EDS 5341.5348 4386.5663 EOS 5347.1855 4365.0532 EOS 5342,5868 4374,4219 EDS 5329.9636 4381.4881 EDS 5332.2079 4393.5325 EDS 5338,0175 4396.8210 EDS 5351.9246 4401.8792 EDS 5338.4873 4412.8275 EDS 5348.3628 4414.3622 EDS 5367.2115 4421.6382 EOS 5366.4986 4426.7471 EOS 5361.4726 4393.3001 EOS 5375.6347 4401.0620 EOS 5342.7936 4346.1556 EOS 5335.8558 4354.9487 EOS 5331.2381 4366,9905 EDS 5385.2843 4418.0154 EOS 5375.1064 4418.9410 EDS 5395.9538 4434.7438 EDS 5380.3523 4373. 7041 EOS 5372.5741 4362.4135 EDS 5361.9357 4362.0921 EDS REFER TO LANDSCAPE ARCHITECT'S PLAN SET L-4.0 FOR DETAILED DIMENSIONING GRAPHIC SCALE D 20 'I/I 40 f', ( IN FEET ) 1 INCH= 20 FT ~ CITY OF CARLSBAD SHEETS l-----11----+----------------1----+--+---l---l ~ ENGINEERING DEPARTMENT 100 ~==-=========:::':'::::::========:..':::::== CELSQC Consulting Engineers & Land Surveyors of California tion contractor agrees that in accordance with generally accepted construction nstruction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• , • ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236•8792 www.scflmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 F L FLORES LUN:l CCNBLL TANTS PROFESSIONAL ENGINEERS 71180 TRACI; B: I & I, a.rTE 1a0. BAN OEGO, ~ IIE1Q1 lBMJ IBll-OBlii FAX [B!5BJ CE7 DATE, 11-04-04 FLC PRO.£CT NO. C0220 DESIGN BY: AMZ DRAWN BY: AMZ REVIEWED BY: WRL DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK COORDINATE LAYOUT & DIMENSIONAL CONTROL PLAN C-9.1 DWN BY: AMZ CHKD BY: AMZ/GIC RVWD BY: AMZIGIC/WR PROJECT NO. 38022 DRAWING NO. 421-SA G NTER u z 8 -1- 1! r ! ----I I MATCH LINE SHEET 9.1 _I_I_I_ -_I_I_I_I_ \ ~ ,. <§> ~ "' ~ ~ " •' -+.♦ + $' ' r I ---0----0----{J---D----------Bf----- -----,. ..... ~--,----7 ASl'H ISTI u --,_ C u I_J (N G 1RESID 1 NTIAL T:A PAR ) CELSQC Consulting Engineers & Land Surveyors of California tion contractor agrees that in accordance with generally accepted construction nstruction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all llablllty, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional, CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. u z 0 () I [\, V) ·( SCHMIDT DESIGN GROUP, INC. ••• ~) I .I, ., , ••• ! BALANCING ARTISTIC EXPRESSION IN DESIGN Wl-rH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 ~ • ~ CUP 03-18 ' I I_I_I_I_I __ , __ I_I_I 1-1-1-1 7 1 t / it •;,':I ~ ~ ef., ~i ' ~ "' .iJ) + ... / / ~ " $ + I ~ ', ~~ + I I I + l•-. . ,-- " ,! '·f ASPH F LC FLORES LLJI\O CONBLL TANTB PROFES ■IONAL l!NCIINEERB 7m!O TRADE 8 ! I & I, aJTE '120. 8Al'\I 0ESCJ. CAl..PCFNA 9l21e1 CIISl!IJ 15E!E! C FAX (8eB) oee, $' '~ ~ • :J ,~ "' u-. el ~ , , M1' " , , ~ ~~ . cs "' ,,,~- ~ '7 ----~I I DAIT: 11-04-04 I I I I I I ta~ ;·1 '• ., -..., l f---- I I I I I I I I I _LI- ·, • I I I I I I ~ I I I I I I I I I I I I I I I LI I 1·· I I •· ' .... I I I ·,- 1 I I "'-1: O') I (.) I-w w I (/) w z ...J I (.) ~ :a: 20 REFER TO LANDSCAPE ARCHITECT'S PLAN SET L-4.0 FOR DETAILED DIMENSIONING GRAPHIC SCALE 0 20 '/II 40 ,-. ( IN FEET ) I INCH= 20 FT t---+------+--------i----t----i----i------t Lill ;:==:.::::::========::::'..'.::== CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 100 PINE AVENUE PARK COORDINATE LAYOUT & DIMENSIONAL CONTROL PLAN C-9.2 APPROVED BY: FlC PROJECT NO, C0220 t----+---+---------------t---+--+--t---1 A'd/~ L P/4,,,,2?:'.1-c, Jl·/t! -<24 ==~-----, WILCTA~ E.PLUMMER RCEM6 EXP. 3-31-06 DATE DESGN BY: AMZ t-----+---t------------------t------t-----t---t-----i ;:;:::;=;:======;-;:::========:::;;::===== OWN BY: AMZ PROJECT NO, DRAWING NO, ORA"" BY: AMZ DA TE INITIAL DA TE INITIAL DA TE INITIAL 1----~--->--~---I CHKD BY: AMZ/GIC 38022 421 SA RrnEWED BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL c1TY APPROVAL RVWD BY: AMZ/GICIWR - J-. .I ,}; ~II '\ ,' --f,;,'; 1 / t: --Ar"-\ _.,_, +=' •· =--e .. , .•••• .-, ___ ,·,,-c,: ,,-." c,,,. =~~-,.: :c,· ··, --~---== --ifx/·•·' ~ ·, , \~ --------··--·--~----===.._-_.,_, ~.,-~--=-··-=····•===··LWSJ.:~'==~r---·--1 .,,. _ ,--_ _ _ _ _ I i _ ·----f:X 48" Si-·-···-----~-----______ ., . \ -----------IX 4 " SI---------------60. --I ---____ FX 48~ ST-----' .. __ --__ , -__ _ " 48• 51 _______ _ -----------'' <S' sr---------AS Fl!/' FK rn" sr------------------v, 48" ,,, ----,'~, __ .--:l __ •,-" aa 1 -11k, j/1 /-________ j-, l-----(-,~~;'.\1\, 'E_ ,f'.II_ _ ___ \ 1 , 1 42 .. \\1 '~, 42• ,,1 ____ _ '!"-_ -~-_:"=-~··=---~---LIM~T;:OR~~1-,--,_-_---=~,·;.--=-=-=---::::;:,=··;-, 7",,,,-_ ---===-=~u __ "'1i8?,i '"_ -~ ~~:-~ ;'~:,.,ro7'woaK~-ss~: ___ ~-< , 1 ~--":1 ~io;~;-.! l . ::~-L~ I I J_ ------.-0-.---- D ----------------IL JJ ·1 i ;,i ;i LIP l!l ····-· •. , i::< T, ,,,.___ •---·· · " ' -'---It>-----------+ " ; l ------.. ,-- . ' u, . ~: ·-·----···-···•·., -- (' ~/1IP (1, ' • "' . " "' X i \, ..... I I O> I (.) I -i;uRB I ~ iii\ ,. ~ "' . . 0 ,,., " X "' f-- lli I I CJ) I I 0 0 • I I I I I I ~J ~ $ 18> 1- 1 ------------ ---- 3/ISFFltsi I FIEUJ --------7 I I / I I I I / 1// I ;I I / I I I I I ; I // I / / J1_1_1_1_1_1_1_1_1_1_1_ -_r_r_/_,_ I I l_l_l_l_,1_ CELSQC Consulting Engineers & Land Surveyors of California ion contractor agrees that in accordance with generally accepted construction nstruction contractor will be required to assume sole and complete responsibility MATCH LINE SHEET C-9.4 s CHM IDT D E SI G N GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY r-I [ r· r I ~j r!? '\; fV Q;- i li .'f, • 'o ,, " ; X ' "'-' ., I /J it.'. v·, ., l <(" 1, ,, ' ·,) ., ,-I-i c, "' I .._ I ' ., __ ~Li_ ' ., I 'iii) ii (' I: .. ~: ,, ' "' i > ~ ' ,II\ I u ' --,: '.,; ti ,, 0 -~ z . X ' UH .. , '' o;; ,. (;i ti '. ti •-,n ':ii X '" ; "' ,(; ,j ' ' " '" ,; I '-'-ii: / CONC I '-'-I .__, :i, 1 :;5 ,.. m 0 6 0 I 55 X 1_1_,_,_ for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement sh?II be made ta apply continuously and n<.'t be _ limited to normal working hours, and construction contractor further agrees to defend, ,ndemn,fy and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. ••• 2655 Fourth Avenue, San Diego, CA 92103 DATE, 11--04-04 CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. • __ h .• [_I .. ,) •;!,:,. , ·••~ telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 F LC FLORES LUNO CONSLL TANTS FLC PROJECT NO • C0220 PROFESSIONAL ENCIINEERS DESIGN BY: AMZ 7IIRO TRADI 6 I I & ! , st.lTE 'li!O. SAN OE80. CAl..FCJNA lil8S1 1eeBJ FAX [B5E!I) llB27' ~AWN BY; AMZ REVIEWED BY: WRL 20 CUP 03-18 REFER TO LANDSCAPE ARCHITECT'S PLAN SET L-4.0 FOR DETAILED DIMENSIONING GRAPHIC SCALE 0 20 ~ 40 ( IN FEET } 1 INCH~ 20 FT ~ CITY OF CARLSBAD ~ l-------t--+-----------------,--,----r--,--1 ~ ENGINEERING DEPARTMENT ~ ;:=~==========='...':::=~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PINE AVENUE PARK COORDINATE LAYOUT & DIMENSIONAL CONTROL PLAN C-9.3 APPROVED BY: dm~ z:: 9 /4~ WILLIAM E. PLUMMER Rcti81%~1--os I/-IR-<24: DATE DWN BY: AMZ DA TE INITIAL DATE INITIAL CHKD BY: AMZIGIC r--~---t--~-----. PROJECT NO. 38022 DRAWING NO. 421-SA OTHER APPROVAL CITY APPROVAL RVWD BY: AMZ/GICIWR MATCH LINE SHEET C-9.3 t I_ I_ I_ I_ I_ I_ I_ I_ I_ I_ I_ _,_1_1_/_ 7 I I I I I I I I I I I I I I I I I I I- I NI ~ I 1- :±1 I ::c ~ I z ..J I ::c -01 i I I I I I I I - 1B~ S1 / I r 1· I I ;;;,jj~--~-- -____ .,. .. ___ 2-1~ S .. JI :;s j i ?4~ ~ <v C\;~ ~- _J ?-"~ s·r •--IIM■illllll ~'4~ sr ~- ~ '<¥=~ ~L_Jc..3,!,,=;;;..!Ld=~.!1!,,.=~----=========~°" - CELSQC Consulting Engineers & Land Surveyors of California ion contractor agrees that in accordance with generally accepted construction nstruction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. -MATCH LINE ALLEY s CH M I D T D E SI G N GROUP, I NC. ••• I .I • • .• ,. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 2.19, AZ 34139 L ,, • ~ X w (l •• u i \ ~ ■, ,_ I ' ~ ' ~ (.--;. J..ci( ~,: ' ,>, in ,n \\ J . ,# L ,' i ... _ N • I ,------ 1 I ~. (.) tu I w V5 I w i ! __ [f ~. . 2 ~ r ~; I l __ .• 1 ~ DAlE, 10-22-04 F LC PL.OREB LL.NO CONSUL TANTB FLC PRD.ECT NO. C0220 PROFESSIONAL EN131NE ■Ft ■ DESIGN BY: AMZ 7l2CilO TRACI!: 8 11 & J , 8l.lTE 'lilO. SAN CE80. CAI.FCFNA lilR'li1 (8l58l FAX l8!5BJ IBP" DRAVIN BY: AMZ REVIEWED BY: WRL -+ I N ·i . , 1 'i, -r~y-~Jli.1 j b □ I l,i./ I:~ :~. □ tJ I I I □ I ' ) 5D.OO -I oitOO 99.99 □,:~ □ ,,t '" ' ' ·; , .. ,) ~,•:; LI r· d □ :,o co .'JO. DC 20 CUP 03-18 I I I I ':i 10 u I I L_J :,o.oc lcX DHfl.===--"'- REFER TO LANDSCAPE ARCHITECrs PLAN SET L-4.0 FOR DETAILED DIMENSIONING GRAPHIC SCALE 0 20 ~ 40 ( IN FEET ) 1 INCH-20 FT SHEETS ~5 CITY OF CARLSBAD l---+-----,r-------------------t----t---t-----t-----1 L_1§_j ENGINEERING DEPARTMENT 1------t--+----------------f----+--+----t----l 100 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PINE AVENUE PARK COORDINATE LAYOUT & DIMENSIONAL CONTROL PLAN C-9.4 DWN BY: AMZ DAT£ INITIAL DATE INITIAL CHKD BY: AMZIGIC r---~----t--~----i PROJECT NO. 38022 DRAWING NO. 421-5A O11-lER APPROVAL CITY APPROVAL RW11J BY: AMZIGICJWR INSTALL 6" SOR 35 CONTRACTOR IS RESPONSIBLE PVC PIPE PER GRADING AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY APPURTENANCES FOR ALL PIPES PROVIDING DRAINAGE DRAINAGE PLANS (REFER TO CIVIL PLAN SET C-5,0) CONNECT 4" SDR 35 PVC LATERALS ACCORDINGLY. FOR PROVIDING ALL NECESSARY FITTINGS FOR ALL PIPES PROVIDING DRAINAGE 0 11,E PLANTER/ART NODE TO THE PLANTER/ART NODE~ A L I I I I I I I I I ' \ ,,,, .... ----------.... / / ............... _____ ....... .,,. B---'' \ \ ' I I I I I I _,,,..--CONTINUE TO DRAINAGE STRUCTURE / OR CONNECTION TO LARGER PIPE REFER TO GRADING AND DRAINAGE PLANS (CIVIL PLAN SET C-5.0) INSTAll 4" SOR 35 PVC AT A MINIMUM OF 1.0% (TYP.) A _J CONCRETE SEAT/RETAINING WALL ----REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) ART NODE FOOTING HOLE FOR TREE PLANTING ON TREE PLANTERS TREE OR ART NODE D.33 MIN, CONCRETE SEAT/RETAINING WALL REFER TO LANDSCAPE ARCHITECT'S PLANS PAVING OR LANDSCAPE REFER TO PLANS (LC SHEETS) REFER TO PLAN VIE._Q.SO DETAIL FOR CONTINUATION CREA TE DRAINAGE SWALE ALONG PLANTER EDGE. DRAIN AREAS SHALL BE THE LOWEST POINTS, CONCRETE SEAT/RETAINING WALL REFER TO LANDSCAPE ARCHITECT'S PLANS PAVING OR LANDSCAPE REFER TO PLANS (LC SHEETS) SLOffiD, VANDAL PROOF DRAIN COVER (REFER TO PIPE DETAILS BELOW) ·,·,, 1 REFER TO DRAIN 11 [;DETAIL (TYP.) (REFER TO ART PANEL DETAIL SHEETS) FINISHED GROUND --,--'\,,--1--r-SURFACE 8 ,./ 0.5 2, 7 0.50 I I). REFER TO DRAIN DETAIL (TYP.) CROSS SECTION A-A ART NODE FOOTING REFER TO FOOTING DETAIL SHEETS (AR-1.3) 0.17 . ' TREE OR ART NODE (REFER TO ART PANEL ~-'', ~,__,._.DETAIL SHEETS) 2. 7- CROSS SECTION B-B FINISHED GROUND SURFACE 0.17 ' I ART NODE FOOTING REFER TO FOOTING DETAIL SHEETS (AR-1.3) 4" DIA., SLOTTED, VANDAL PROOF DRAIN COVER FINISHED GROUND SLOTTED, VANDAL PROOF DRAIN COVER (REFER TO PIPE DETAILS BELOW) CONCRETE SEAT/RETAINING WALL / REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) REFER TO PLAN VIEW DETAIL FOR CONTINUATION CREA TE DRAINAGE SWALE ALONG PLANTER EDGE. DRAIN AREAS SHALL BE THE LOWEST POINTS. CONCRETE SEAT/RETAINING WALL _,.,/'REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) 6" DIA., SLOTTED, VANDAL PROOF DRAIN COVER SHED GR D FINI OUN CONCRETE SEAT /RETAINING WALL REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) SURFACE CONCRETE SEAT/RETAINING WALL REFER TO LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) rSURFACE PA V\NG OR LANDSCAPE REFER TO PLANS REFER TO PLAN VIEW DETAIL FOR CONTINUATION ---INSTALL 3/4" CRUSHED ROCK WRAPPED WITH FILTER FABRIC AROUND PERFORATED PORTION OF PIPE (TYP.) INSTALL 1.5 FEET PERFORATED 4" SDR 35 PVC (TYP.) PAVING OR LANDSCAPE REFER TO PLANS REFER TO PLAN VIEW DETAIL FOR CONTINUATION 1.50 INSTALL 1.5 FEET PERFORATED 6" SDR 35 PVC (TYP.) PIPE DETAIL--2 DRAINS PER PLANTER PIPE DETAIL--1 DRAIN PER PLANTER 6 RAISED PLANTER WITH TREE OR ART NODE CD-1.0 NTS ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons ond property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SCHMIDT DESIGN GROUP, INC. ••• , ,, • •• ,., BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 INSTALL RATTILE PLATES (MIN. 2 DEEP) PUBLIC RIGHT- OF -WAY EXISTING GROUND ___L 14'MIN. INSTALL RATTLE PLATES (MIN, 2 DEEP) O' OR AS SHOWN ON PLANS 8" MIN. PROFIU: CRUSHED ROCK l'llTH 2" -3" MAX. DIMENSION ~ PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIA TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY GRAVEL FILTER~., OVERFL~ ··········· .... ',,, ___ ~ ___ 1 WIRE SCREEN ' FILTERED WATER ............... , ...... . ·············-·······"·· . ·······----·······-·--···· ;·· =·,···· \ RUNOFF • 'I WATER WITH , ll~millITT 11 I ~ SEDIMENT -11 i':"111'.:='.J I I- ' -DROP INLET 'MTH GRATE SEDIMENT -TTT-111 11 • -CONCRETE BLOCK 2 BLOCK-SCREEN-GRAVEL SILT BASIN CUP 03-18 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS, 3. ATTACH THE FILTER FABRIC TO THE 'MRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE 'MRE FENCING TO THE POSTS, 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FILTER FABRIC I ~I ~~--. ... IRE 11· 1 STABILIZED CONSTRUCTION ENTRANCE CD-1.0 NTS SILT FENCE CD-1.0 NTS GRAVEL BAGS OVERLAP ONTO CURB \ ) _______,.. ...... // -------//' RUNOFF /// / ,/ GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS 'MTH ENDS OVERLAPPED GRAVEL BAG BERM NTS FILL SLOPE 9 IN, MIN, 2 FT EARTHEN RIDGE UNLINED SWALE & BERM NTS REFER TO THE STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL DEVICES AND DETAILS. STAIRS PER DETAIL 8, SHEET CD-1.1 LAYER OF FILTER FABRIC GAP THE WIDTH OF ONE BAG ACTS AS SPILLWAY AND SHOULD OVER FLOW AT I BAG HEIGHT. SPILLWAY NTS GRATE SPILLWAY GRAVEL BAGS !MIN STACK 2 GRAVEL BAGS HIGH OR ONE GRAVEL BAG AT SPILLWAY 7 GRAVEL BAG INLET PROTECTION CD-1.0 NTS ROPOSED STAGE AREA PROPOSED WAl i----------+-----------31,64''---./----------------1----= 59.27 FS TAPER FIRST STAIR TO ZERO STAIR FACE ROPOSED SIDEWALK 7 ZERO STAIR FACE DETAIL CD-1.0 NTS DATE, 11-04-04 F LC FLORES LI.NO CONSUL TANTB FLC PRO.ECT NO. C0220 PRCFEB ■ICNAL ■NGIINEEIRl!I DESIGN BY: AMZ 711110 TRACE: 81 E:. BUTE 'Ill. SAN CEG0. CALPDFNA sniH (Ell!BJ ""8~!8 FAX (815B) &?> DRA\\tl BY: AMZ RESEWED BY: WRL SHEETS fSHEEJ76 CITY OF CARLSBAD t----t----+----------------t-----t---+--+----1 L_§j ENGINEERING DEPARTMENT t----t----+----------------+-----t---+--+----1 100 PINE AVENUE PARK CIVIL DETAILS CD-1.0 APPROVED BY: J t---+---+----------------+---t----+---+----1 -1id:l'f~~0.~-X-~~~ar~..,~-~~,;.-4Pcfr/4~.,~~~'!is""~,,.,....-=--II· tt?-a4 WILLIAM E: PLUMMER RCE28176EXP.f'."31-06 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: AMZ PROJECT NO, DRAWING NO, t--D_A_TE~_IN_IT_IA_L-+_D_ATE_~IN_ITI_A_L-1 CHKD BY: AMZIGIC OTHER APPROVAL CITY APPROVAL RVWD BY: AMZ/GICIWR 38022 421-5A CONCRETE STEPS NO SCALE 12" TYP LEGEND: 0) ADJACENT PAVING (SEE CONSTRUCTION PLAN) ® EXPANSION JOINT CONCRETE STAIRS 520-C-2500 SLOPE TREADS 1 / 4" FOR POSITIVE DRAINAGE 3" STAIR BORDER WITH (41 1 /4'' GROOVES AT 3/4" ON CENTER TYPICAL ALL STA1R TREADS CONCRETE LANDING PER PLANS, SLOPE ALL SURF ACES TO DRAIN AND ELIMINATE ANY STANDING WATER #3 REBAR HORIZONTAL AT EACH STAIR TREAD #4 REBAR AT 12" ON CENTER TYPICAL CONCRETE FOOTING COMPACTED SUBGRADE PER SOILS REPORT NOTES: A. MEDIUM BROOM FINISH ON ALL TREADS, TROWLED FINISH ON ALL OTHER EXPOSED SURFACES CONCRETE STEP DETAIL NTS 1111 r 1 1~n~ . . . j '°''"m PA"NG o.,,, COMPACTED ;·· ·· .. . : • >. · : =c;;; . ; • f • • SUBGRADE (SEE SPECIFICATIONS) n I iii I I I I I I 11 I I I ii I I I I ill, I ,ill, I ,ill, I ,ill, I ,ill, I ,ill, I ,.W, I ,ill, I ,illi$ill1, I ,ill, I ,ill, I ,ill, I I .. ' • . _. -. , .. ~- . " ' .. . . . • ~ 12" J ✓ 12· 1, / ; SECTION ' . ( T • PLAN LEGEND: ----,,I'-' CD EXPANSION SEALED JOINT (PER SPECS) (D TOOLED EDGES TO MATCH EXISTING 0 EXISTING OR NEW CONCRETE G) NEW CONCRETE, WIDTH VARIES @ #3/8" SMOOTH DOWEL. FOR EXISTING CONCRETE, DRILL AND GROUT INTO EXISTING 11 CONCRETE CONNECTION. NEW/EXISTING CONCRETE CD-1.1 NTS CLASS II BASE (APPLIES TO HEAVY AND EXTRA HEAVY DUTY CONCRETE ONLY) ~ CELSQC Consulting Englneen, & Land Surveyon, of Callfomla Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility SCHMIDT DESIGN GROUP, INC. for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and n?t be . limited to normal worl<ing hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of worl< on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plons will not be responsible for, or liable for: unauthorized changes to or uses of these plans. All changes to the plans must be 1n writing , and must be approved by the preparer of these plans. ••• .[, \ • ••• , BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 4 5 / WIDTH VARIES (SEE PLAN) CONCRETE PAVING NTS LEGEND: G) FINISH SURFACE AND COLOR PER LANDSCAPE ARCHITECT'S PLANS (LC SHEETS) Q) CONCRETE PAVING 520-C-2500 (PUBLIC R.O. W. 520-C-3250) (£} 4" CONCRETE PAVING, PEDESTRIAN USE: #3 REBAR AT 24" ON CENTER BOTH WAYS AT SLAB CENTER LINE OR 6" CONCRETE PAVING, HEAVY DUTY USE: #3 REBAR AT 18" ON CENTER BOTH WAYS AT SLAB CENTER LINE SET ON COMPACTED 6" OF CLASS II BASE OR 8.5" CONCRETE PAVING, EXTRA HEAVY DUTY USE: #3 REBAR AT 18" ON CENTER BOTH WAYS AT SLAB CENTER LINE SET ON COMPACTED 4" OF CLASS II BASE (D 1 /2" TOOLED RAD. ON ALL OUTSIDE EDGES FINISH GRADE 2" BELOW EDGE OF PAVING FOR SHRUB BEDS, 1/2'' BELOW EDGE OF PAVING FOR LAWN AREAS ([) 12" SUBGRADE COMPACTED TO 95% (EXPANION INDEX OF 20 OR LESS) PER SOILS REPORT ® SCORE LINES AND EXPANSION JOINTS LOCATED PER LANDSCAPE CONSTRUCTION PLANS. SCORE LINES 3/16" RADIUS-1/4" DEPTH, TOOLED EDGE. SEE EXPANSION JOINT DETAIL 10, THIS SHEET. NOTES: A. ALL SURFACES SHALL SLOPE TO DRAIN (SEE SHEET SET C-5.0) B. PROVIDE EXPANSION JOINTS AT 30'-0" MAX. O.C., TYP. PER DETAIL. PROVIDE CONTROL JOINTS @ 10'-0" O.C., TYP. 21---~ ~-13 4 CUP 03-18 LEGEND: CONCRETE PAVING 3/16 RADIUS -1/4" DEPTH TOOLED EDGE POLYURETHANE SEALANT 'SONNEBORN' SL -2 SLOPE GRADE -CONFORM TO ASTM C920 TYPE M -GRADE T 1/4" FELT EXPANSION JOINT WITH REMOVABLE 11/2" CAP 1 Lf X 12" LONG SMOOTH STEEL BAR AT 36 ON CENTER -ONE SIDE 'MTHIN SLEEVE FOR MOVEMENT AT EXPANSION JOINTS @ COMPACTED SUBGRADE PER SOILS REPORT NOTES: A. SEE LANDSCAPE CONSTRUCTION PLAN FOR EXPANSION JOINT LOCATIONS (SYMBOL ~~ ) B. PROVIDE EXPANSION JOINTS AT 30'-0" MAX. O.C., TYP. PER PLAN. EXPANSION JOINT NTS SHEETS ~ CITY OF CARLSBAD l------l--+----------------1-----t---t---t---i ~ ENGINEERING DEPARTMENT :=====-'======::::::':::::::====='..:::::::::~ 100 DAlE; 11 04 04 F LC FLORES LUNCJ CONSULTANTS fl.C PROJECT NO. C0220 PFIOFEl!!IBIONAL ENGIINEERS DE9GN BY: AMZ ?SllilO ~ B ! I & I, 8UTE 1ilCl SAN Dl!B0, CAL..-...A Sll'll1 (fl!5SJ FAX (EIBSJ IE:IW:7 DRAWN BY; AMZ REVIEE BY: WRL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK CIVIL DETAILS CD-1.1 APPRO~D BY:_ ..,, ~ fa~74a· ~ -e 1-~" J/·/<2-124 WILLlA E. PLUMMER RCE 816EXP.J--31-06 DA TE Dl'IN BY: AMZ I PROJECT NO. I DRAWING NO. CHKD BY: AMZ/GIC 38022 421-5A RVWD BY: AMZ/GICIWR ~--------~ NOTICES TO CONTRACTOR 1. THE CONTRACTOR SHALL NOTIFY DIG ALERT (1-800-227-2600) AT LEAST TWO (2) DAYS PRIOR TO STARTING WORK AND SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES. 2. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN ON THE DRAWINGS, AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTION AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES BETWEEN THESE PLANS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. COORDINATE LOCATION OF ALL UNDERGROUND UTILI TIES AND STORM DRAINS WITH NEW TREE LOCATIONS AND MECHANICAL/ELECTRICAL FACILITIES. REFER TO LANDSCAPE, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. DURING THE BID PROCESS, THE CONTRACTOR SHALL DIRECT ALL QUESTIONS AND/OR REQUESTS FOR INFORMATION REGARDING THESE PLANS, IN WRITING, THROUGH THE CITY ENGINEERING DEPARTMENT LISTED TO THE RIGHT. 6. ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY SHALL BE COORDINATED WITH THE CITY. 7. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 8. THE CONTRACTOR SHALL PROv1DE A TRAFFIC CONTROL PLAN AND OBTAIN A TRAFFIC CONTROL PERMIT FROM THE CITY FOR ALL WORK DONE IN THE PUBLIC RIGHTS-OF-WAY, SATISFACTORY TO THE CI TY ENGINEER. GOVERNING AGENCIES & UTILITY CONTACTS UNDERGROUND SERVICE ALERT: UNDERGROUND SERVICE ALERT (800) 227-2600 GAS & ELECTRIC: SAN DEIGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: (800) 411-7343 NEW SERVICE (877) 789-9866 CABLEVISION: ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 (760) 931-7000 TELEPHONE: SBC STORM WATER: CITY OF CARLSBAD STORM WATER HOTLINE (760) 602-2799 PARKS AND RECREATION: ADMIN: CARLSBAD PARKS & RECREATION 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 (760) 434-2826 ENGINEERING: CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2720 BUILDING: Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I -I LJ □ I I a::: EXISTING RESIDENTIAL (NOT A PART) " ~. FOR I__ ---- ------ ---- ------~ --__J -.......__ PROPOSED PINE AVENUE PARK --.........__ 0----EXGA.S ---------+:' -----ex 50• ST----• w - -----;-EX~ -r--- - - - l ,! I ··- J . 77 \/ ' [ : . I -· L ( -::'•1rnrn~~=1 EXISTING RE SI ENTl1AL PART) (NOTA ' 0 Cf) 1- UJ L.LI,, I; EXISTING CHASE FIELD " EX GAS X 50• 5T ✓ WORK TO BE DONE PLOT DA TE 11-04-04 AMZ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUN ICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. PC RESO NO. 5526 DATED DECEMBER 17, 2003 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE DATED JUNE 12, 2002 AND ANY ADDENDA THERETO. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MA Y BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED: NOT APPLICABLE I~/ ~ I°' I/ I m I 9 : ! ~ "'· 1 ~' :!! o, dO ' ~-EX 8~ W - ' ~ If lJll I I . I . s I I ~ CUP 03-18 LEGEND EXISTING MAJOR PROPRETY LINE EX 10~ W EXISTING WATER LINE TO REMAIN -----t:X 12" SS------- 60" ST EXISTING SEWER LINE TO REMAIN EXISTING STORM DRAIN TO REMAIN EX OHE EXISTING CURB CURB & GUTTER TO REMAIN EXISTING OVERHEAD ELECTRIC TO REMAIN ----EX 2" GAS EXISTING GAS LINE TO REMAIN ----EX IB.£ -------EXISTING UNDERGROUND PHONE TO REMAIN . .. ... . 1i . EXISTING INDEX CONTOUR (5') EXISTING INTERMEDIATE CONTOUR (1 ') EXIS TING CONCRETE/ASPHALT PAYING TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXIS TI NG CURB/CURB & GUTTER TO BE REMOVED PROPOSED CONCRETE PAv1NG PROPOSED HEAVY DUTY ASPHALT CONCRE TE PAVING 6" CONCRETE CURB & GUTTER OR ROLLED CURB & GUTTER -----------6" CONCRETE CURB 0 0 (j) DEMOLITION NOTE LEGEND REMOVE AND DISPOSE OF EXISTING CURB & GUTTER AND CROSS GUTTER REMOVE AND DISPOSE OF EXISTING CONCRETE/SIDEWALK REMOVE AND DISPOSE OF EXISTING ASPHALT AND BASE MATERIAL REMOVE EXISTING TREE AND/OR BUSHES, INCLUDING STUMPS AND ROOTS. PROTECT EXISTING POWER POLE IN PLACE. PRO TECT EXISTING SEWER LATERAL IN PLACE. PRO TECT EXISTING FIRE HYDRANT & SERVICE CONNECTION IN PLACE. GRIND EXISTING ASPHALT 10 FEET OUT FROM EXTENT OF ASPHALT REMOVAL FOR SMOOTH TRANSITION TO NEW ASPHALT PER IMPROVEMENT PLANS. CONSTRUCTION NOTE LEGEND NEW PHONE (800) 310-2355 WATER & SEWER: CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 (760) 602-2700 INSPECTION: (760) 602-2725 FIRE: . , l LJ ~ 11 , t l_ r , ' . EJIU □ cffi LL ~ 1: tt ' --:, 0::: 1-(f) (NOT A PART) / ~ / KEY MAP ~ ~ I I :1 0 •1 i i I ,i~ . I I Ii HEAVY DUTY ASPHALT: 3" ASPHALT CONCRETE OVER 4.5" CLASS 11 AGGREGATE BASE AND 12'' SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. REGULAR DUTY CONCRETE PAVING. 4" P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION . SIDEWALKS TO BE CONSTRUCTED PER SDRSD G-7. CARLSBAD, CA 92008 (760) 438-2722 FIRE DEPARTMENT ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 (760) 931-2141 EMERGENCY: 91 1 BETWEEN HARDING STREET AND JEFFERSON STREET 53 INSTALL 6" CONCRETE CURB & GUTTER TYPE G PER SDRSD G-2. INSTALL OVER 6 CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED TO 95% RELATIVE COMPACTION. HEAVY DUTY CONCRETE: 6" P.C.C. REINFORCED WITH NO. 3 BARS AT 18" ON CENTER OVER 12" SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION. VICINITY MAP CITY OF OCEANSIDE • rHGIWAY 7e OTY OF VISTA SOILS ENGINEER'S CERTIFICATE I~------------------~ A REGIS TERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF~~~~----~ 20 AND. _____ _ 20 . TWO COPIES OF THE SOILS REPORT COMPILED FROM TH IS STUDY, WITH CARLSBAD, CA 92008 6" CURB/6" CURB & GUTTER TYPE G PER SDRSD G-1 & G-2 AND MEDIAN CURB PER CITY OF CARLSBAD STD. 2.0% 4" ASPHALT PAv1NG COMPACTED TO 95% DWG. GS-18 6.o" MIN-i:::L---cj--------~---:-~.=:J-r-6" CLASS II AGGREGATE BASE COMPACTED TO 95% 6" CLASS II AGGREGATE L· r---'_j-'------'.,~'"::''~'~,,87',,::'<2',,1 BASE COMPACTED TO "-YM~'.' ~) 95% 12" SOIL COMPACTED TO 95% INDEX OF SHEETS 1.0 COVER SHEET 2.0 DEMOLITION PLAN 3.0 STREET IMPROVEMENTS 4.0 DETAILS 5.0 DETAILS 6.0 CHESTNUT AVE . 8" RECLAIMED WATER LINE (BY CMWD) 7.0 CHESTNUT AVE . 8" RECLAIMED WATER LINE (BY CMWD) 59 INSTALL 8" CONCRETE MEDIAN CURB PER CITY OF CARLSBAD STD. DWG. GS-18. INSTALL OVER 6" CLASS II AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED AT 95% RELATIVE COMPACTION. CONSTRUCT 6.0' WIDE CROSS GUTTER PER SDRSD G-13. CONSTRUCT CURB RAMP PER SDRSD G-27. INSTALL 6" CONCRETE CURB PER SDRSD G-1. INSTALL OVER 6" CLASS 11 AGGREGATE BASE AND 12" SUBGRADE; BOTH COMPACTED AT 95% RELATIVE C M CTI N. 10' WIDE RAISED CROSSWALK. REFER TO SIGNAGE & STRIPING PLANS FOR STRIPING. REFER TO LANDSCAPE & IRRIGATION PLANS FOR PLANTING, IRRIGATION & HARDSCAPE FINISHES. INSTALL ALLEY APRON PER SDRSD G-17. INSTALL 5' WIDE CURB OPENING INLET PER SDRSD D-2. INSTALL 46± LF 18" RCP (2000-D) @ MIN SLOPE 1.0%. CONNECT TO EXISTING 60" STORM DRAIN PIPE PER SDRSD D-63. INSTALL 5' WIDE CURB OPENING INLET PER SDRSD D-2. INSTALL 19± LF 18" RCP (2000-D) @ MIN SLOPE 1.0%. CONNECT TO EXISTING 60" STORM DRAIN PIPE PER SDRSD D-63. MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER . SIGNED·~· _____________ _ ASPHALT PAVING SECTION (EXPANSIVE INDEX 20 OR LESS) ~~=~~=~==~--------- INSTALL 10 WIDE CURB OPENING IN LET PER SDRSD D-2. INSTALL 44± LF 24" RCP (1500-D) @ MIN SLOPE 1.0%. CONNECT TO EXISTING 60" STORM DRA IN PIPE PER SDRSD D-63. INSTALL 10' WIDE CURB OPENING INLET PER SDRSD D-2. INSTALL 20± LF 24" RCP (1500-D) @ MIN SLOPE 1.0%. CONNECT TO EXISTING 60" STORM DRA IN PIPE PER SDRSD D-63. PACIFIC OCEAN CITY OF ENCINITAS EXISTING TOPOGRAPHY THE EXISTING TOPOGRAPHY AS SHOWN ON THESE GRADING PLANS WAS DETERMINED BY AN AERIAL SURVEY CONDUCTED BY MELCHIOR LAND SURVEYING, CARLSBAD, CALIFORNIA ON DECEMBER 10, 2002. BASIS OF BEARING & BENCH MARK THE BASIS OF BEARING FOR THIS SURVEY IS A PORTION OF THE CENTERLINE OF HARDING STREET AS SHOWN ON RECORD OF SURVEY 11840. IE: N 34·33' 00" W P.E. NO.:. _____________ _ DATE:~------------ LICENSE EXPIRATION DATE:~------ "DECLARATION OF RESPONSIBLE 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 THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FLORES LUND CONSULTANTS ADDRESS: 7220 TRADE STREET SUITE 120 CITY, STA TE: SAN DIEGO CALIFORNIA 92121 TELEPHONE: (858) 566-0626 BY: WILLIAM R. LUND SIGNATURE~: ________________ _ DATE~: _________________ _ NOTE: CONFIRM FINAL SECTION WITH NOT TO SCALE R-VALUE TESTING AFTER COMPLETION OF SUBGRADE. 6" 560-C-3250 PORTILAND CEMENT CONCRETE PAVING REINFORCED WITH NO. 3 BARS AT 18" ON CENTER. 1"°-:---;-----~----====l----5" CLASS II AGGREGATE BASE COMPACTED TO 95% HEAVY DUTY CONCRETE SECTION NOTE: CONFIRM FINAL SECTION WITH R-VALUE TESTING AFTER COMPLETION OF SUBGRADE. 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX 20 OR LESS) NOT TO SCALE 4" PORTLAND CEMENT CONCRETE PAVING REINFORCED WITH NO. 3 BARS AT 24" ON CENTER. REGULAR DUTY CONCRETE SECTION NOTE: CONFlRM FINAL SECTION WITH R-VALUE TESTING AFTER COMPLETION OF SUBGRADE. 12" SOIL COMPACTED TO 95% (EXPANSIVE INDEX OF 20 OR LESS) NOT TO SCALE CONSTRUCT 3.0' WIDE GUTTER PER SDRSD G-13. 67 INSTALL GRAVEL BAG INLET PROTECTION PER DETAIL 7, 5.0. 10 WIDE CROSSWALK FLUSH WITH ADJACENT PAVEMENT. REFER TO SIGNAGE & STRIPING PLAN FOR STRIPING. 69 INSTALL ROLLED CURB TYPE B PER SDRSD G-4. PROJECT TEAM LANDSCAPE ARCHITECT SCHMIDT DESIGN GROUP, INC. 2655 4TH AVENUE CITY OF CARLSBAD OWNER SAN DIEGO, CA 92103 1635 FARADAY AVENUE CONTACT: STEVE SHUPPER CARLSBAD, CA 92008 (619) 236-1462 CONTACT: SCOTT BRADSTREET CIVIL ENGINEER FLORES LUND CONSULTANTS 7220 TRADE STREET SUITE 120 SAN DIEGO, CA 92121 CONTACT: ANDREA ZICCARELLI (858) 566-0626 FAX (B5B) 566-0627 FAX (619) 236-8792 (760) 434-2856 SURVEYOR TRAFFIC ENGINEER GEOTECHNICAL ENGINEER MELCHIOR LAND SURVEYING, INC. LINSCOTT, LAW & GREENSPAN NINYO & MOORE 5731 PALMER WAY SUITE G CARLSBAD. CA 92008 CONTACT: DOUG MELCHIOR (760) 438-1726 1565 HOTEL CIRCLE SOUTH. SUITE 130 SAN DIEGO, CA 92108 CONTACT: SAUL KANE (619) 299-3090 5710 RUFFIN ROAD SAN DIEGO, CA 92123 CONTACT: FRANCIS MORELAND (B58) 576-1000 FAX (858) 576-9600 THE BENCH MARK FOR THIS SURVEY IS PER THE CITY OF CARLSBAD BENCH BOOK: AT E.S. PINE STREET SCHOOL CHSLD D IN SIDEWALK IS 5' INSIDE PROPERTY LINE AT SOUTHEASTERLY BUILDING. ELEVATION~61.804' R.C.E. NO.: 36812 "AS BUil T" i--------1-----t-------+---e-----+-----t---i ~ :=IM=P==R==o=VE::;:'..M';;E=N==T=P=L=A=N==s==Fo==R=,========:'....'.::==~ CITY OF CARLSBAD SHEETS REGISTRATION EXPIRATION DA TE: JU NE 30, 2006 ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. s CH M I D T O E SI G N G ROUP, I N C. BA LANCING ARTISTIC EXPRESSION IN DESIGN WITH ENV I RONMENTAL SENSITIV ITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236.1462 facsimile {619) 236•8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 RCE EXP. REVIEWED BY: INSPECTOR F LC FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRACE S: I EI , ELITE m BAN CEGO, CAl..FOFNA. 82'e1 ta5B) f5BB-OBE!B FAX [El5B) IBE!:J DATE DATE DATE: 11-04-04 FLC PROJECT NO. C0220 DESIGN BY: AMZ DRAWN BY: AMZ REVIE\\'£0 BY: WRL ENGINEERING DEPARTMENT CHESTNUT AVENUE COVER SHEET 1.0 100 APPROVED 1----+----i-----------------+---+----if----i----ll•vf'i-41L~L~~l ~7,,~¥~.~i~E~u?~M~E~Rc::),2:,~~C~E~r~,~1;~~~r-~x~p~_~3-_=31~-~0~6-//-::r~04 DATE INl17AL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE IN ITIAL CITY APPROVAL DWN BY: AMZ CHKD BY: AMZIGIC RVWD BY/\MZIGICIWR PROJECT NO. 38022 DRAWING NO. 421-5A ) 052909 .i::=.c 00 :E 0 G') .,, .i::=,. ~ I\) 0~ 0 01 )> CUP 03-18 55 -. . ,~---.... -_f -' -o -·. t";...._,;.'f.;..;_--':F"--"'-+==-'-1r~s-·1,~· .·:'-'.-·~~·-➔~ .. -,c,,;,·t~··7·~·~··~•·t-;.,;-':-t-';..c-",\"-~-~-~-~'f·~-~F=~~i--~-"+-";;._;-,..c..;;.._t,_-,-;_...,._tr---i-~-~-~-~-~-· _·_·l-,;,c--+~--c1F-,--,-,,b---l-'~~-~-·4·.~~"::-tcC.,.-~~-.;;.;;·~·,..,.=~1'-,:'-"'-".""C+·· __ : __ ~=::~.~-~~' . ..;;.; .-'--'-1~-_;;;. -·. --c'--l~----7·-'-l-~::-_:--~··_·+.,-:c:-·-+--'· ___ ··1-·~--:-,t·~ -~.,...--t·-":·--:-~-·+ ·;:_-~~-~---~-~--'-lr-·~·-__ ·+-~'"-,,i-';;;..·,_.-'f·-· ~-:~·:_:-_·7··=·t--'-=::f·7·::=:--_:~~: ~--;-~•t-~i~~:-~~:-~--~~i-~~-~~:--~--~~Q~-~--rc::~:·:·· __ :~_~-~:~_-----T ___ ;_..;;TCC-:'-'.--'cl,------·- 50 ;-------, _~7~-~---~,--j ti, !:~ : -J ,-· _:-. ~ j --~-I == : _f:~-~~~:--~--~-·-.-+·, -~ _;;.-~ ._:·[:::.::==J~ .. ~:.::_~--~ .. -~-.;:~--~-:J=::·=:-~-:'-' --=:±-_~_:~_'" __ ~_;J· _~--:~ ·---~d"'-"-',','i,'~""'3'•=·-~:~.,:~~:~~-:_,:=.··~-:-j,',...='=:-.~-~-~--~-~:.~_~:~:~,~~-':--'~!',-= __ ~-~-~·4',...._,;..;:;j,.c.....:~4~::.--f-,-'-:t,;:_ __ =· -f-...,.-j:--__ -7 __ ·_:::~~-::.-·1-:--__ -_-:~:-._-_:·-::_--1--:---~·+-:..;.. __ i __ ---~~_:-. __ -_ ,-f'--..:,j_-_ ·-~-·.=-=-t--,-4-,-==_-:~-_!-0~_,;..,-'f-,,~~i,,, __ ~_7_:::=-:__='-!~---·-c'l--'"'-''-'1~·-·_--,;;...::_.-l'-·::.·...c-'-j=-·~·~---~-t~ __ =-__ ~----~-_-¾-_ ~~-+_7"-': -~~-t-_=_~~--~-= __ --7· r·=-~--:-,i_f-:~: .. ~-:_= __ ::_-•-~:1-~-_.c:7·:_~-'t-~-~:7·=---'--:=--__ 1-·=_·=_·~~-~:-_·~-~=-1_=_-_-_-=_-::----j,-::...c..--1-~----. --~---~-~_t··.:/:';·:··7·_;5:~~~~:f·~-~~-_:~--:E~~~-~--f-:--~:_;_-~~---_· .. _~-:-~_-.f-:-.,.,·~;::=-:·-jfc-=_··-__ ~_+<_=-·_:·~;~~-:=_~~-:J-50 1..:---+-,-.-·;·._=·D~i'J-·· '.~lt~)j-i!!.-_=-_ c_.-:=-_c_f-, ."'"".--.~-:_-,'lr"·=-;=-:~---:_~f--:~--.:-~----_· -::_-__ -_-:---,---·· -'--'--'·r·=-·~...,,;+.:...-,-=ir=-c'·+===-i~--=-"-_'~_-::"_-=~~--t--,.-,,t~·~..:-·c·-"--l-:...~'-4'...;c;,;_=f..c-=-l'==~,-'--"-~,~--~--'---+~---!~'-''-+'~ __ = __ -_=-_-1-::...-:4..c~-ic:---'--+-'--i---'-·-+.:;..-..;.ic:..,c ______ -l-·-:c_~-,r--__ --Jr,-__ :-.·_· -c:t"-_---1~--+--.s-,,--+~-=--_--,,,,-+-=-,-,t,,~,-,+-,.-,--!---:-~=--t·:-.,,-c-jf-_-_-___ -..:.·=-=;-1i-_~--~-=-:··_=.+,-=_=-= __ -f_ =_ ,-=-,-===r~'---t_-~_ -_=_-__ =r"-~+-.. = ... =, ___ e_. __ +__= __ -_'-_~,,,.-__ --_-_=:=_:c'l--.~----~-=-_-1,-::-=-__ :---_ -"t-==t--'--'-t~-".;,;_t-'-'-~-t==-_=-_-, 60 .. . ·.-:.·::. --·::··-~:.-. ·-·-, .. -. ---•+--, --------- I . .. , ..... " . -----~··" ---•-----· .... -.... ,,_,___ ---__ " __ , ~· 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 GRAPHIC 0 SCALE 20 40 ,, ' ! l--·"---"-·-----i : , . ···--- ' i ~ CELSOC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing ,,and must be approved by the preparer of these plans. / \\\\ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR DATE DAlL 11-04-04 F LC FLORES LUND CONSULTANTS FLC PRO.ECT NO. C02201-----t-----+-------------------+----+---+----t----1 PROFEBBJ □NAL ENGINEERS DESI~ BY: AMZ 72'!0 TRADE STFEET, Sl..l1E 1i!O. SAN CEGO, CALFCFNA 9221 (El5B] 500 FAX (El5B] &?7 DRAV!N BY: AMZ DATE INITIAL REVIEWED BY: WRL EN GI NEER OF WORK REVISION DESCRIP TION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ( IN FEET ) I INCH-20 IT I [sHml ~ CITY OF CARLSBAD SHEETS 100 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CHESTNUT AVENUE DEMOLITION PLAN 2.0 APPROYED . 0/ #d/4:M.. :;:_ LJL,b~ WILLIAM E. 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' ' ' REFER TO LANDSCAPE ARCHITEcrs PLANS FOR DETAIL G/L-1.9, SHEET 75-· . __ ..... -J ! I EXISTINGC 0R SIDENTIAL i (NOT A PART) fl~/ l .. - 23+50 24+00 • . . • 1,, 4,0 I i I I I _,,,,, (.Jl CD 24+50 .. . • 25+00 25+50 I PROPOSED PINE AVENUE PARK ' • 26+00 // -REFER TO DRAWINGS 421 .. 5A FOR COORDINATION OF OFF-SITE HARDSCAPE WITH ON-SITE HARDSCAPE 26+50 --x---x---x---x---x--~x-- • • • 27+00 .. • .. .j . -"" .. .. . ... ~-. .. ·,_ !.c?e . .Yfa::::::::::~~~~~:.4~1 o:_~-:::c-:-:;;_:c-;"'::4~3fo~· ~~~~/=.=:=~~~~::::RC:::E:cPL-c:':"Cl-:~G~.-~'-~-=-~_=-_=_~'l!":::_::@\~ -.J~. ~~~~~i "=~~"=~~="'=='""=~=~~~~=4_:':5_0'::=-!~~-s=,=· ::::···~·-~•·~: :~l ,1·:· / EXISTING WALK \_RAISED CROSSWALK / 20 58. 25' FS / l / REFER TO LANDSCAPE Ex I Sr Tl IN' G/ CHASE FI ELD ARCHITEcrs PL,>;Ns FOR EXISTING RETAINING WALL PROTECT IN PLACE / (NOT A PART) GRAPHIC SCALE 0 20 40 "AS BUi l T" DETAIL E/L .. 1,9 pHEET 76 ***NOTICE TO CONTRACTOR*** ALL VALVES, PULL BOXES, MANHOLES, AND UTILITY COVERS AND BOXES LOCATED WITHIN CHESTNUT AVENUE AND JEFFERSON ST, WHERE WORK IS TO BE DONE, SHALL BE ADJUSTED TO MATCH FINISHED GRADE. • 27+50 CITY OF n 0 z n CARLSBAD ENGINEERING DEPARTMENT / SHEETS 100 ( IN FEET ) I INCH= 20 FT f-----~--------t-----+--+----+------l ~ -----~===-==============-'==~ DATE ~ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans, All changes to the plans must be in writing and must be approved by the preparer of these plans. Underground Service Alert Call: TOLL FREE 1-800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG P.E, EXP, REVIEWED BY: INSPECTOR F LC FLORES LUND CONSULTANTS PROFESS I ONAL ENGINEERS 7&20 TRACE BI I, BUTE m BAN DEGO, CALFCFNA 92'21 (1315BJ 1581>0!"'8 FAX (BBB) FOO lJBB!J DATE DATE: 11 -04-04 IMPROVEMENT PLANS FOR: CHESTNUT AVENUE IMPROVEMENT PLAN 3,0 APPROVED FLC PROJECT NO. _,.&/2/A_ -. ~ ~~ &- DESIGN BY• c0220 t----+---+-------------------+---+---+---+----1 111TuAiXE, GMERRCE28176EXf'.5=31-06 DATE AMZ '-;::===::;::==;:;:;;::==;-;=========~====~ liiD'"RA"''~-"'•s,Cy,,-----1-~=~1-..=~+---------------------i-..---+--.....j---+----I ''D~w=N~B~Y~,-~A~MZ~~ "" AMZ DATE INITIAL DATE INITIAL DATE INI TIAL CHKD BY: AMZ/GIC PROi!o~: NO. DR~;l~Gs NAO. WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BYAMZ/GIC/WR -REVIEWED BY: ( \ 052909 01 C 0 =E 0 G') ..,, ~ ~ I\) 0 ~ 0 01 )> I / ' / / FOR CROSSWALKS AT TRAFFIC CIRCLE, REFER TO LANDSCAPE ARCHITEcrs PLAN DETAIL G/L-1.9, SHEET 76 ROLLED CURB TYPE B R2. -ER SDRSD G-4 CUP 03-18 I EX GAS EX GAS EX GAS / XISl NG ~N R u ·-·-' 1.5 • X 60" ST------/--EX 60" ST-------EX 60" ST-------EX 60" ST----- GD 0 2 4.0 L/\ R FILL WITH HEAVY DUTY ®CONCRETE; REFER TD LANDSCAPE PLANS FOR MEDIAN TREA Th\ENT TRAFFIC CONTROL ISLAND NTS ~oLLED CURB , · PER SDRSD G-4 \::_EXISTING GAS UNE /. BEND ROLLED CURB ' AROUND EXISTING MANHOLE ADJUST MANHOLE TO MATCH ~ FINISHED GRADE ~ ie, \ EXISTING CEN,l?,NE \ CHESTNUT AV'f1l EXISTING CENTERLINE JEFFERSON STREET I ~EFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT w TRAFFIC CIRCLE CENTER ISLAND NTS vv ._J I R100.DO 18. 9 \ E s 1.00 I L/\ vv ._J I 14.8 ------=1 4. 81 DETAIL NOT USED NOTE: REFER TO LANDSCAPE ARCHITECT'S DET All E & G/l-1.9, SHEET 76 FOR DETAILS. GD CROSSWALK DETAILS NTS L/\ vv ._J I 39.8 INSTALL MEDIAN CURB PER CITY OF CARLSBAD sm DWG GS-18 R5.00 0.56 2" • EX-+2" -• R5.00 -------=1s.29 R100.00j GD ~ CELSQC Consulting Engineers &: Land Surveyors of California Construction contractor agrees that in occordonce with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of oil persons and property; that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further ogrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional, CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes ta or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 130tx MEDIAN ISLAND DETAIL NTS SCHMIDT DESIGN GROUP, INC. ••• •t.. ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 F□urtll Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.sch mi dtdes i gn.co m lie. CA 213&, NV 219, AZ 34139 • + I I \ RS.DO 6.00 RlOO.DO i--------------31.82·----------------a RlOO.DO INSTALL MEDIAN CURB PER CITY OF CARLSBAD sm. DWG. GS-18 INSTALL MEDIAN CURB PER CITY OF CARLSBAD sm. DWG. GS-18 R1 DO.DO 75 ·-- ~ 70 0 ,_; < r:: -~ II • _J ~ ·"= N t'j T II C, --{; ,--~ -[ilo C - c-~ 60 <l (/ --- 55 ---- $ l~/f' 1' EXI SANITA (INV.@ GROSSI N 50 R SEWE ( t=50.17' ,-.-46 @ 21. -, 5.l ll'.l a:: -• n_Z '"" "\. "'\ U:..1! % (20 Q 0-2.3 45 Q op= 2 ,____v 11Jr""1 I '-" 1'\ ' " -R~n 0-DL CFS .27 CF .2!tfi'; EXI CH ·- / ' rtJ<IS1 NG & INISHE 8" W ~R ,-llNE ' I I '-°> ,.;'\ " I'\. j_ ' " ~ -' ! ) -·- 25+00 17.80 I ______ 17.79-----1 MEDIAN ISLAND DETAIL NTS 75 - z i': 1/) l,n ~ ~in 0 i.:::. . j"' ili -~ I .. ,a--1-- TING o 1 a :::i STNUT A VE. ;, '"' -:cr_Jj TER-U F--+ 10 .... -0 (/) ~ 70 ;: '"' . lw~ (/) I GRADE 60 / • NAT R G s INE 55 I _/J - -f; / '-10-1-• 10":Rr.P I @3 .5% (2 00-D) 050 ·0 .35 ' rg CFS 45 Rl00.00 75 Q ; -~ --- 70 II • □ i; 0 1 NI'} ~ T II -t 0 1--I---- -i ~o 157n ~-( "' ~- 00 -; a:: . n_ z - - S N EXI SANITAR (INV.@ CROSSj 1 _S Wf. r----... ~- ( =5 .15' ~ ---- "\. ' so -·- _44 Uc. 21 @ 21. % (20 Q 0-2.3 45 Q op= 2 -·v ap?"1, ,L ,:m -I • ! l,n □ f-Er~ ~-~--.. ~ . ~N~ I '9 EXI TING t icr,.... ,a.~ CH STNUT A\/f.., '"' -:-E TER--LI E---c ! Cl:: _II 10 ...... / (/) ~ --& 'a:: . -rXIS' l-& ·1 -GRADE lw~ NISHE irr ' 8" W ~R 2" Nt fl AL AS rtJNE rtJNE -........_ I I'--.... --·· ~ '\. ,, "-~ '\ v";· I ~ ' ' 2j - ~ I '\ ~ X ---- Rce.J " '~ / 0-D)_, '\. I ' .LE..-2!" ,. ;<1.'\'. , @3 .5% (2 CFS .27 CF '"i , 050 2.35 ' rs .2!tfi'; ,---Qca = 25.2 CFS ..RC2_ 00-D) -)S)t //1 ~ Qca~= 25.2 -vca1"' 13'.2 fi/SI e--------------···-!-~ --Vcai "' 13.2 Fi/~,t LU PEI -40 -- 35 0+00 ,. , CONN ,CTION '/ I -SDRSI D--6:l' ... --~- : ,,, 1N ... II 1--::, 0 ., ;o > "= OHIO STORM DRAIN PROFILE: LINEA (REFER TO SHEET 3.0) SCALE: HORIZONTAL: f" = 20' VERTICAL: 1 • = 4' 6 4.0 LU ---~ PEf -40 -40 35 35 0+00 "T '11' CONN CTION '/ -SDRS[ D--6:l' .. -· ~. • 1-- C ,'E, '° ~ OHiO STORM DRAIN PROFILE= LINES (REFER TO SHEET 3.0) SCALE: HORIZONTAL: f" = 20' VERTICAL: 1 • = 4' CHESTNUT AVENUE STORM DRAIN PROFILES R5.00 R5.00 75 70 60 55 50 45 -40 35 rs@l CITY OF CARLSBAD 1----+----+----------------+-----t---+----+----1 ~ ENGINEERING DEPARTMENT "A BUILT" 1----t----+----------------t-----t----+----+---~-1 RCE DATE 1----+----+----------------+-----t---+----+----1 IMPROVEMENT PLANS FOR: ~R~~~IE=W=ED=B=Y,=-~E~~-===--~=---~ CHESTNUTAVENUE DETAILS 4.0 INSPECTOR DATE DATE: 11-04-04 SHEETS 100 F LC FLORES LLJl'O CONSU.. T ANTB FLC PROJECT NO. APPR0\1:D co220 ----i---+------------------<f-----+--+-----+----<le~#~C:.,AM~~"e:!~"". €'~~fr"'~M~Ec!cf-"-·=RCE~8~2c"l~""'0~~"''l~x~P~"'1c::l::=~31""-~o~6-1 /·t:i.,14 PROFESSIONAL ENGINEERS 722D TRACE BTFl:ET, SUTE 'al SAN CEoo. CAU=l:fNA. ae12'I [86811 FOO MM FAX (85B) saa oae? DESIGN BY: DRAIIN BY; RrnEl\lll BY: AMZ AMZ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: AMZ PROJECT NO. I DRAWING NO. CHKD BY: AMZ/GIC 38022 421 5 ll WRL ENGINEER OF woRK REVISION DESCRIPTION oTHER APPROVAL c1TY APPROVAL RVWD BY/'MZ1G1cmR -n ) ,--- 1 081506 ~ CELSQC Consulting Engineers &: Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job sita conditions during Iha course of construction of the project, including safety of all persons and property; that this requirement sh?II be made to apply continuously and n':'t be . limited to normal working hours, and construct,on contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for1 unauthorized changes to or uses of these plans. All changes to the plans must be in writing ,,and must be approved by the preparer of these plans. SCH M I D T O E SI G N G ROUP, I N C. ••• ·~· • •• BALANCING ARTISTIC EXPRESSION Ir-.! DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile [619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 CUP 03-18 C!:JESlli!J! A'!/E.. COORDINATE LIS! PT. NO. NORll-ilNG EASTING DE SCRIP TI OH 500 4720.4394 4537.5737 FOC 501 4774.8836 4616.6422 FOC 502 4765.1096 4630.6599 ECR 503 4774.8593 4644.B193 BCR 504 4783.4015 4649.1433 ECR 505 4815.8619 4665.5747 FOC 506 4819.6325 4701.7610 MCR 507 4820.6248 4711.2837 ECR 508 4826.8278 4720.2923 BCR 509 4840.7372 4722.8560 EXR 510 4845.6764 4719.4534 INLET 511 4913.7317 4B1B.2891 FOC 512 4905.4955 4823.9630 BCR 513 4903.9576 4832.3067 ECR 514 4909.3549 4840.1451 BCR 515 4917.6997 4841.6839 ECR 516 4925.9354 4836.0123 INLET 517 4993.9915 4934.8594 INLET 518 4987.4027 4939.4004 BCR 519 4984.5774 4952.9018 ECR 520 5011.9675 4957.4785 BCR 521 5034.1700 4942.2300 FOO 522 4931.9400 5012.4100 FOC 523 4957.5518 4994.8277 FOC 524 4963.1190 4967.6224 FOC 525 4949.5219 4965.4875 ECR 526 4941.2888 4971.1593 FOC 527 4873.2253 4872.3118 INLET 528 4881.4616 4866.6398 BCR 529 4883.0003 4858.2955 ECR 530 4877.6071 4850.4630 BCR 531 4869.2614 4848.9248 ECR 532 4861.0276 4854.5972 FOC 533 4792.9723 4755.7615 INLET 534 4797.9152 4752.3564 BCR 535 4801.8941 4741.4569 ECR 536 4794.2686 4729.4318 BCR 537 4785.7264 4725.1077 ECR ~3~ 47 t .7805 4722.91uo ~CR 539 4758.2285 4724.6814 ECR 540 4741.7224 4740.9353 FOC 541 4718.4258 4708.0280 FOC 542 4740.0825 4698.3237 BCR 543 4746.5730 4686.2960 ECR 544 4749.4954 4672.4901 BCR o4o 4748.5032 4662.9673 ECR 546 4741.9256 4653.4148 BCURVE 547 4734.6523 4645.0257 ECURVE 548 4733.1471 4643.6367 BCURVE ~49 4718.6528 4626.9343 FOC 581 4784.5961 4687.1225 CEN ABBREVIATION LEGEND FOC FACE OF CURB INLET STORM DRAIN INLET CORNER MCR MIDDLE OF CURB RETURN BCURVE BEGIN CURVE ECURVE END CURVE CEN CENTER OF TRAFFIC CIRCLE LAYER OF FILTER FABRIC -----i GAP THE WI 0TH OF ONE BAG ACTS AS SPILLWAY AND SHOULD OVER FLOW AT I BAG HEIGHT. ' I ( SPILLWAY 7 5.0 GRATE SPILLWAY l GRAVEL BAGS IMIN STACK 2 GRAVEL BAGS HIGH OR ONE GRAVEL BAG AT SPILLWAY GRAVEL BAG INLET PROTECTION NTS "AS BUil T" ~ CITY OF CARLSBAD SHEETS RCE EXP. REVIEWED BY: INSPECTOR F LC FLORES Ll.JI\C CONSULT ANTS PROFESSIONAL EN131NEEAS 7220 TRACE a; I ALI, ELITE 'li!CL BAN OEeO. CAU=D=NA EE'E'I (86Bl 688-0B2B FAX (86Bl FOO 181?7 100 DATE l---l---+----------------J----+----t----t---1 ~ ENGINEERING DEPARTh1ENT l---i---+----------------J----+----t----t----1 :;:IM:;:P;;R;;O~V;;EM.;,E::;:N;:;T;:::;:;PL~A~N~S~FO~R~::':::::::::::::::::::::::::::::==::===-.=::====; CHESTNUT AVENUE DETAILS 5.0 DATE DAm 11 04 04 APPROVED _,, ~ ,,- FLC PROJECT NO. kfl-:./A/~,-~.7,,~/;~~-=?.,,.._;,'f.c-..' -&'"# ~~~~P,;c.-~ II·,-,:7 • <24 ~ ____ c_o2_2_0 l----+---+----------------t---11--+---t---t WILLIAM E. PLUMMER RCE 28176 EXP. 3-31-06 DATE [)[~GNBY: AMzl---+---1------------------t----t---t---t----J~;:::::;=:::;;::===:::::;::::::;-;========:::::;;::::=:==~ DWN BY: AMZ I PROJECT NO. I DRAWING NO. DRAl',!i BY: AMZ DAT£ INITIAL DATE INITIAL DATE INITIAL CHKD BY: AMZIGIC 38022 421-5 A RE~CWED BY: WRL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO 8Yf\MZIGICIWR _ ' ) ) I .. _.,. f---------+--1: .. _ ---+' ----+'-:-' ----+-' ---+-! ----+' ---------+'-+--.. t=-, --=-,-+-_---+!---+----+-, --+-----+---------+---_---+--+-----+-+-I ___ -+:_a'_" ¢:-L_2Q+-O-'-T A+-: w_vv-+:, A_. --i-G9_0_~·_P_VC_. _R+-~ C_Y-+-,C_L-+-~~----+'1-A_Tr:-' R_~+--·,·-lP=-I;:: L=IN-=-E-=-----±-!----r-:=-=--=-+-:_ .. ----+-J -=--=t-~-=--=+! ----+!--+-' -~+-:~-=- 1 -~--:--+--~=:c_-. 1:-_~_t-l ~+.ll l--+-----1--, -__ -----+I__ - j I ' I ' l -----+---, I i ! ---+---J i --+--· ---, ----·-------- ' ' ' -------' ------+----' --+--- ··--·--t---t--I ' I' I I ... I ' cc=f=~cl. - -~-- - - - 60 -~~'-1'-'A=C~P 1 V[MENT SURF I CE r. ---+----+ 1 ______ , I -----~~ . I I I I '-----·--------, ---~~-=-~-----' ' ' --r---,---¾....---=-...,,=--+----+----:---'--+-=---:---· --r-T I - 60 --- 50 45 '--- ,+-i --+-- <>---+· · · \le ---+-- ·------- t---+--·- I -+---+ ----+- ---- i -t--,-I I 21+50 22+00 - -f---... - I Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ---I ' --___ , . -+---+-- S-0.019 t---t--.. ----- --+---1 -~-i 22+50 I I I -· ----- --+-- ·--+-- --+---1--·. -,t---i ---- --- --+---- ··-----·-- I ' ,--- I i 23+50 1. CONTRACTOR TO FJELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION l'vlTHIN RECYCLED WAlER ROUTE. 2. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN VERTICAL DIRECTION. HIGH DEFlLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 3. CONTRACTOR SHALL PROlECT-IN-PLACE EXISTING CURB AND GUffiR AT LOCATIONS OF ENCROACHMENT. 4. CONTRACTOR TO vc:RIFY METER BOX LOCATION l'vlTH OWNERS REPRESENTATIVE ON SllE BCFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. 5. CONTRACTOR SHALL PROlECT-IN-PLACE ALL OVERHEAD UTILITY POLES NEAR WATERLINE CONSTRUCTION. 6. REFER TO WET UTILITY PLAN KEY MAP C-7.0 FOR WATER LINE NOlES. S 0.015 -----··- 1-----1-- 24+00 +----+--I i ' I j---- _ _j_ __ i I -I I -rl- \ PROPOSE -+--~1 B, ... RCP .,,,so~-- SCALE: i 24+50 HORIZ. YERT. i i I PLAN GRAPHIC SCALE 20 0 20 (IN FEET) 1 ,-----,- ! --+--· .. I ---0 i -r--4 K ' ---1- S 0.0073 I i ---+---, \, __ _j -~- '--+-- -. .'\_ PROPOSED- ;14" RCP S=□--+-- 1 +--+-- I i= ----+---+- : ---+-- '----t--- ·---+-- ---+--- ' I 'I '---+-I 1."=20' I --1 --.. t"=4•· - ' J _-+i_ 25+00 25+50 26+00 -+---+-----. 7 --+- 1 1--- 1 ! +----' ~--------- ! 26+50 +----+- ' -t---+--- E··20' lEL / ( 4.57 T lP1- /; / -_ __[_ I . - _. __ j ___ _ ' --+--- -----·- -------- -----·- 27+00 12' CLR IMIN .. ---+---+----55 >-,z "" ~ "- 0' ' i w '-' □ w --+---+-- ---+---;--- - .. - -------t--· -. ---+---+- -··---+---+--- ... +--+---+- ---+----·. '--1---+--- -+-, ---,.--- -··---·---. -----·---------------.... ----· ---·>- --,---·I ---+--- ·-+--+---·--,. -----+---, _ _[_ _____ _ 27+50 50 45 CITY OF CARLSBAD ENGINEERING DEPARTMENT I / I l----+----+----------------+-----1---+---+----I ~ "AS BUILT" P.E. EXP. DATE REvlE\\8l BY: DA lE INITIAL DA lE INITIAL INSPfCTOR DATE ENGINEER OF WORK REVISION DESCRIPTION omER APPROVAL DA lE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CHESTNUT AVENUE 8" RECYCLED WATER LINE APPROVED: WILLl~PLUMMER ,µk//,,,,,q ~ ~~ . //. /rJ•,14 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DAlE OWN BY: CHKD BY: CM RVWD BY: TS I PROJECT NO. 3B022 I DRAWING NO. 421-51\ z 0 -0 :::> a: ~ z 0 () a: 0 u. l-o z "#- 8 ..- ) 1-:---1 .,, ·,• OBJ 506 7) eL ETE.D ·-c, . = : ....-, .~ 1·= ' = DWG421-5A 54 OF 100 SIGNING AND STRIPING GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT THE CALTRANS STANDARD SPECIFICATIONS (2002 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 THIS SIGNING AND 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 THE 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 BY THE END OF EACH WORK DAY. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 10. PAINTED LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. PAINTED CROSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. DIRECTION OF TRAVEL 1 1.8m I : • (6 ft) .. : I I - - 't OF ROADWAY 't OF TRAVEL WAY :: [,am (6 ~ ~ :: [,am (6 ~ \\;...,0.3m (1 ft) ,,#I'' 300mm (12 in) t _,.)..,'('WHITE MARKINGS DIRECTION OF TRAVEL DETAIL A NOT TO SCALE • ~-' -a: rC . ·.ll _ ILJ_ DETAIL B NOT TO SCALE 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. PAINT MEDIAN CURB YELLOW PAINT MEDIAN CURB YELLOW RAISED CROSSWALK -SEE DETAIL A THIS SHEET (SPECIAL NOTE 3) 80' TO W11-2 W16-7p 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 THIS PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. WHERE R4-7 SIGN AND OM 1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"x24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"x12". SPECIAL NOTES 1. REFER TO SHEET 51 (CHESTNUT AVENUE IMPROVEMENT PLAN 4.0) FOR CURB TYPE AND LAYOUT. 2. FOR CONSTRUCTION, REFER TO DETAIL G/L 1.9 -SHEET 76 FOR CROSSWALK DETAIL 3. FOR CONSTRUCTION, REFER TO DETAIL E/L 1.9 -SHEET 76 FOR RAISED CROSSWALK DETAIL CHESTNUT AVENUE w2-sli===. W16-12p Rfw=:-==;J-- 0 ft-, l z 0 V) ffiw u..,W u..~ ~-In %- 11 J:;:: 2005 ; IV\\. cp.\..\ j" I) W2 6 W1 -12p ~ • I CROSSWALK I DETAIL 22 5 L.F. 12" WHITE SEE DETAIL A THIS SHEET (TYP.) DECLARATION OF RESPONSIBLE 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 THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK / LINSCOTT LAW & GHENSPAN engineers t II );s Jc,'-{ R.C.E. 61311 DAE LINSCOTT, U...W & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (PH} (858)300-8810 (FX) LLG J-046251. 1 STR6251.DWG 11/4/04 Designed By: SMK Drown By: DVS Checked By: JPK 12" THERMOPLASTIC YELLOW STRIPE l' <{ :::c CUP 03-18 WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: STANDARD SPECIFICATIONS: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 2002) 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS (JULY 2002) 4. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 ED.) INCLUDING REGIONAL SUPPLEMENT AMENDMENTS (LATEST ED.) 5. U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, MUTCD (2003 EDITION) 6. CALIFORNIA DEPARTMENT OF TRANSPORTATION, MUTCD 2003 CALIFORNIA SUPPLEMENT, (MAY 20, 2004) 7. SAN DIEGO AREA REGIONAL STANDARD DRAWING (2003) EDITION LEGEND ___ {EXISTING STRIPING ---= f ROPOSED STRIPING -r PROPOSED ROADSIDE SIGN gf INSTALL "STOP" PAVEMENT LEGEND AS INDICATED DSNS DOUBLE STREET NAME SIGN SANDBLAST CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. SIGNS THIS SHEET @vR1-1 l®]R3-4 R6-1(R) l®I R3-18 W11-2 ◊OM1-3 ~ W2-6 ~R4-7 1M6jw16-7p TRAFFIC CIRCLE W16-12p I CROSSWALK -SEE DETAIL 8 THIS SHEET I I 'iO (SPECIAL NOTE 2) Underground Service Alert Ca II: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG = 40 0 40 60 80 100 120 SHEETS ~ CITY OF CARLSBAD >-----+----1--------------+-----+---+--+----< ~ RECREATION DEPARTMENT :=='..:::::========::::::.:::=~ 100 SIGNING AND STRIPING PLAN FOR: CHESTNUT AVENUE SIGNING AND STRIPING ST-1.0 I APPROVED I l---t-----+-------+---+---+---+------1 d,/..//AIIA,,; -f. ,:;:::=:,~~ i,L;jtJ-t:J4 >-----+----1--------------+-----+---+--+----< WIUAfM1lJUYlniffe_ A4ziii4, 6".PJ¾,f ATE DATE INl11AL DATE 1Nll1AL DWN BY: I PROJECT NO. I DRAWING NO. 1-------'----+---'----I CRHVKWOD BBYY:. --38022 421-5 A OTHER APPROVAL CITY APPROVAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \ ) --···, ·- 1081506 r----------------! ___________________ .___ _____________________________ . __ --=C~Ut.!,;P;..;,.!-0~3:.::..!·1~8_7 Q I I J I SYMBOL LIST WALL MOOHffll INCAHDESCDIT, FLUORESCENT OR HID UOHTING FIXTUFIE MOUNTED AS INDtCA TED. SUIIP' ACE MOUNTED FLUORESCENT LICHTIHG FIXTURE. FluaocENT S'IRIP I.IGHTINC FIXTUFIE. ~ INOICA 'TES PIX11JRf: 1'1'1'£. SE FIXTURE SCH!DULE FOR ~ LAMP, WATIAO[, ANO l,IOUNTING INFORMATION, TYPICAL D F'OR ROOM INDICATED, lJHlESS OTHER\li1SE NOTED. 1~ INOICAlES COH'IROWNG SWITCH LEG. "-DENOTES l!IIAHCH CIRCUIT NUMBER SUPPL 'l'INC F1XTUII£. •• - ygyy • 0- 0-0 - - ml m ~ ■ ------- '(_ .J/4•-319+1,io EG A-1,.J J • (2) 8' 3-900l<CM+1,,/0 EO . Ill IMt It II~ 11111 '"' ,,o Ill © IINOlE ll'OLE, SINOLE 1HNOW TOOOlE SWITCH, MOOMtl!D AT +4"', U.O.N, SUBSCRIPT INDICATES CON'IROWNO s.lTCH LEG. MANUALLY Ol'tRATED TIME SWITCH, MOUNTED AT +41", U.O.N. IEMI-IIECESB $TEP UGHT IN LOW ARCIIT!C'IURE W.U.. PER FIXTIJRE SCHEDULE. INCANDESCDIT, f'l.UORESCENT OIi HIO SPOT Olt F1.00D UOHTING FIXTURE. IP<lft'IS 0llt 11(£.A UGH'ftNO FIX~ POLE MOOHT!ll. Q ~E !)[TAIL E- MfGI.£ HEAD, POLE MOUNTED PA~ LOT UGHllNG 1FIXTURE; IIOUIU HEAD, POLE MOUNTED PARKINC LO't I.JQf'lllilG Fll(TUR[, $ i1Ntt.T 0lt MIEA UGHl!HG FIXTURE, POLE MOUNffl> IOLlMD OR WALKWAY LillHTING Fl)('IIJIIII: llUPLEX IIECEPTACLE, IIIOONTED AT +15" U.0.11. llUPLEX IIECEPTAa.E, lflll Cll'1 PROTEC'liON AT +15" 0.0.N. IIOUIU DUPtn M:a!PTACLE, 111H OF't PltO'l!C1'10N AT +15" U.O.N. SUIIP'ACE MOUNTED PANELIOARD. liUIIP' ACE MOUNTED CAIINET, AS II01!D. 1M COH'IROU.ED S'MTai. Tl!lillSf'OIIM!II, SIZE AND MOUNTING AS 11011!1>. (Xf'Mlt) CODE SIZE .ulCTl0N 801(. GIIADE lltOUNTl!D .uNCTIOH BOX. CONOUiT CONCEALED Ill WALL OR eruN1I SPACE. CONOUiT CONCEALED UHOEAOROUNO. CONOUiT INSTAJJ.Dl l:.b'OStO. FlEXll!ILE METAL CONDUIT. INST~~ IIIIAN8!lc QRCUIT CONDUCTORS ANO EQUIPM T G ND CON TOR. INDICA'IU .J/4° C0NIMf Yll'IH 1HFIEE (3) NUhlBER I CONDUCTORS PLUS ONE (1) NUMBER 10 TO EQUIPMENT OROUND. ~ TO INDICATED ,.ANEUIOARD ("it."). HUMl!IEJIS (1,3) HllCA TE l!IIANCH CIRCUIT NUMBERS. INDICA'IU Til0 (2) Y' CONDUl'IS W11H 1MEi£ (3) &00 kcml CONOUCTOltS PLUS ONE (1) NUMBER~ EQUIPMENT GROUNDING CONDUCTOR IN EACH C lJIT. 3/4° CONOUIT Yll1H 2112 CONDUCTilRS f'lYI Jf12 EQ!fNEN! IECl/NQiNG CQNQIJCTQI, 3/4" CONDUIT 11111 !fli CONDuCTOltS fl !II JflZ fWl'HDI! IE®NPINB CQQICTPI :{[ CONDUIT fl1H 4112 CONDUCTORS • LIii 1 fl 2 fWl'HDII IEOJHQINB CQQICTPI 3/4" CONDUT N1H 5112 CONDUCTOIIIS 8 YI lf12 EQ.lPNf'NT IEOJNQING CQNQIK:TOI, 3/4• CONDUT llltl llfl 2 CONDUCTOR$ 8 HI 1f1Z EQ!NN! IEOJNQiNG C(N')llCll)I 3/4" C0N0IAT 11TH 7fl:l CONDUCTORS . f\UI 1412 EQJPNf'NI GB®NDING ClJIICtrl 1" CONIMT fll1H 1ft 2 COHDUCl'atS 8 US 1412 EC&IPNfNI <BNNPING CCMI tCltl A NUMl!IEJI ADJACEtlT TO THE HASH MARI< IN ANY CONDUIT RUN INDICATES 'IHE CONDUCTOR Silt TO BE USED IN LIEU OF 112 AWG. CONDUIT AND EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZEb PER NEC, U.O.H. 11.EC'IRICAL NOTE llt'FERENCE (TY/'ICAL) INDICATES DETAIL •1• Cl! SHEET E-11 (T'tl'ICAL) i SINGLE LINE DIAGRAM SYMBOLS GENERAL NOTES GENERAL NOTES Cont. Ml\ VI/V + -II- MET£'R SOCKET OR MOTOR CONTACTOR. LOW VOL TAG[ ORCUIT BREAKER. POWER 'IRANSFORMER. GftOUNI) C<»INECTION. NORMALLY OPEN POWER OR RELAY CONTACT. ~ TRIP SETTING ~~ FRAME SIZE T 3t_~-NO. Of' POLES ABBREVIATIONS EG EQUIPMENT GROUND, OR EQIJlPMEJIT GROUNDING CONDUCTOR, GF1 GROUND-F' AULT INTEIIRUP'!ER HPS HIGH PRESSVM SODIUM l<AIC 1000 AMPS INTEARUPTING CAPACITY (kAIC) ICVA ICILOVOI. TAMPS (kVA) TYP TYPICAL u.o.H. UNLESS OTHERWISE NO"IID WP WEA 'IHtRPROOF ! ' ' 1. AU. ·Wblll( SHAUL BE IN CCl.lPUANCE 11TH Tl£ LA TEST EDITION OF HFPA-70 (NEC) AND WHERE APPLICABLE AS AMENDED BY LOCAL ORDINANCES AND CODES OF GO~NING MUNICIPAUTIES. 2. AU. ELEC'IRICAL DRAWINGS ARE TO BE READ IN CONJJNCTION Ml1i 'IHE PR0.£CT SPECIFIC A llONS ANO ALL OTHER RELATED CONTRACT DRAWINGS. 3. 'IHE CON'IRACTOR SHALL VERIFY EXACT LOCATICII, SIZE AND EXTENT OF ALL EXISTING UTILITIES, OBS1RIJCTIONS ANO/OR OlHER CONDITIONS WHICH MAY EFFECT THE PROPOSED Y«lRK UNDER THE PRO.£CT. THE CONTRACTOR SHALL TAKE E~Y PRECAUTION TO PREIIENT DAMAGE TO EXISTING WORI<. ANY DAMAGE TO EXISTING UTILITIES 011 STRUCTURES DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED IN ACCORDANCE \lil'IH THE CUENrs DIRECTION AT 1HE CONTRACTOR'S EXPENSE. 4. 'IHE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CON'IRACT DRAWINGS/SPECIFICATIONS AND BE RESPONSll'JI.£ FOR THE PROPER FITTING OF MATERIALS AND EQUIPMENT AT EACH LOCATION AS INDICATED WITHOUT SUBSTANTIAL AL TERA TION. IN AS MUOI AS 'IHE DAAl1NG$ ARE GENERALLY DIAGRAMMATIC ANO BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INOICA TE ALL OFFSETS, FITTINOS AND ACCESSORIES YttllCH MAY BE REQUIRED. FURNISHING FITTINGS REQUIRED TO MEET SUCH CONDITIONS SHALL BE AT HO COST TO THE CLIENT. 5. SYSTEM AND EOUIPMENT GROUNDING SHALL BE AS M:QUIM!D l!Y THE N.E.C • I. CONOOIT RUNS All! SHOIAN DIAGRAMMA 'TICAI.L Y CIIL Y AND Sl'IALL l9E INSTALLED IN A MANNER TO PREVENT CONn.lCTS Wl'IH EQUIPMENT AND S'IRUCTURAL CONDITIONS. EXPOSED CONDUITS $HALL BE INSTALLED PARALLEL TO BEAMS AND WALLS. 7. 'IHE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AHO CONDUITS ARE BASED UPON SELECTED ST AND ARD COMPONENTS Of' El.EC'IRICAL EQUIPMENT. MODIFICATIONS APPROVED BY THE ENGINEER MAY BE MADE BY THE CONTRACTOR AT HIS EXPENSE TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. lHE BASIC SEQUENCE AND METHOD OF CON'IROL MUST BE MAINTAINED AS INDICA'IED ON 'IHE DRAWINGS AND SPECIFICATIONS. 11. ALL PANELSOAROS SHALL 8E MOUNTEO SO THAT THE DISTANCE FROM THE TOP OF THE TOP CIRCUIT BREAKER <l'ERA TING HANDLE TO 'IHE FLOOR SHALL NOT EXCEED 8' --e•. 8. NAMEPlA TES SHALL CONF'ORM S'IRICTL Y TD INS'IRUC'TIONS AS SPECIFIED IN THE El.EC'IRICAL SPECIFICATIONS AND ON THE DAAWINGS. THE FOLLOWING SHALL HAIIE NAMEPLATES: 1. ALL MAIN BREAKERS. II. ALL P ANELBOARDS. o. DISCONNECT SWITCHES. 10. ALL FitEOERS ANO BRANCH CIRCUITS $HALL HA\t'. AN EQIJIPM!NT GROUND CCMDUCTOR INCLUDED 11TH THE PHASE/NEU'IRAL CONDUCTORS. 11. ELECfilltCAJ. CON'IRACTOR SHALL CONTACT THE UTILITY COMPANY 'IRENCHING INSPECTOR BEFORE OPENING OR CLOSING ANY 'IRENCHING ASSOOA TED WITH BUILDING ELEC'IRICAL SERVICE. 12. 13. 1-4. 15. 18. AU. OF1 CIRCUITS AND OEW:ES SHALL BE TESTED BY AN INDEPENDENT TESTING LAiii, AND THE RESULTS SUBMITTED TO THE ARCHITECT IN TRPLICA TE. OUTI.ET 110,0, UTILIZA'TION EQUIPMENT CA8INETS, CONOUIT $'!'STEMS, AND CONVENIENCE OUTLETS SHALL IIE GROUNDED IN ALL ELECTRICAL SYSTEMS OPERA TING AT -48 VOL TS AND ABOVE. EACH GROUND WIRE SHALL BE TERMINATED AT THE EQUIPMENT GROUND BAR. GROUND \li1RES SHALL BE SIZED PER N.E.C. 250-9!!. ALL CONDUIT ONLY (C.0) SHALL HA\f: EITHER A 112 AWG PULL WIRE OR A 1/8" POLY PULL WIRE CONTAINED WITHIN. LEAW: MINIMUM OF 2' -fl' SI.ACK AT EACH ENO, AU. CONDUITS SHALL BE A MINIMUM OF 3/4", UNl£SS SPECIF'ICALL Y STA lED OTHER\li1SE. SUSS'IITUTIONS: BIDDERS WISHNG TO OBTAIN APPROVAL OF AN ARTICLE, DEVICE, PRODUCT OR FIXTURE OTHER THAN 'IHE ONES SPECIFIED BY NAME, MAKE OR CATALOG NUMBER SHALL REQUEST APPROVAi. FOR' SUBSTITUTION NO LESS THAN TEN (10) DAYS PRIOR TO 1110 DATE. ONLY ONE (1) SUBSTITUTION PER ITEM SHALL BE CONSIDERED. REQUESTS FOR SUBSTITUTIONS LESS '!HAN TEN (10) DA 'IS FROM THE 1110 DA TE OR AFTER THE BID DA TE SHALL BE CONSIDERED NON-RESPONSIVE AND INEUGll9t..E F'OR CONSIDERATION. SCHMIDT DESIGN GltOUP, INC. 17. ALL IUll.lllNG Ml!tNG !IHAJJ. 19£ COFFER, PER !FECFICATll»IS, REGARDLESS OF APPLICATION. NO ALUMINUM 11RING SHALL BE USED. 18. A \IERACE 1"00TCAHOLES FOR SPORTS FIELD SI-IALL BE AS FOLLOWS: ~ a. lA!DAU. LIGHTS TO BE SHElOED PER RESOLUTION • b. SOF'IBAlL NUMBER 98-P-48, CONDITION NO. 117 o, SOCCER ... INF1ELI) 30 FC (AUACE) OUTFIELD 20 FC (AVERA()£) INFIEl.D 30 FC (A IIERAGE) OUTFIELD 20 FC (AVERAGE) 20 FC (AIIERAGE) l----+--+-----------+---1----4--+---ICTrJI CITJ~,fON ~~~~AD ll~ ,,◄TURPIN & RATTAN ••• I •• ),. BALANCING ARTISTIC EXPRESSION lN DES!Ci N WITH ENVIRONMENTAL SENSITIVITY PINE AVENUE PARK SYMBOL LIST AND GENERAL NOTES 11111 ENalNICll:flllNII, INCJ. OtlN.ULTINII EL•ctTIUOAL CHdlNt::llttl• 4'? l Ill PALM AVENUE LA MIE:!ilA, CA 91941-6:i1Z1 61 ,;;I/ 461!, / 1!1224 l"AX 411e / 6333 l!'.+MAIL: 11:NIIINICl:ll@TIQEl■C>.mCJM TREI # 902041 V, PIHATMANAI<: 11/C 3/04 • 2: 39f'IM [l:\02\S0204 l0\ACAOPR.Cl,J\ACAD\80o41[i l~G:J.D1WI$ 11 •· .. ,. PROJECT NO,, 02-403 DA TE, NOVEMBER 4, 2004 2655 Fourth Avenue, San Diogo, CA 92103 telephone {619} 236-1462 facsimile {619} 236-879• www.schmidtdesign.com Lie,°' 2138, NV 219, AZ 34139 I I i I I ' I '---+----lf---------~-+---1--1---1 ?.=,~;;;;,:=== ·~===(:::::;:E-===1.:;=:;0):::::;:;;;;;;~;=======-=< ,---~~ A...cc:; -. -~ARK A. SlEYAERT A!,/4S/,-w. ~::::!::::t::::::::::::::::::::::::::::jt::::t:::jt:::jt:::~ ~: _&• '>OlQ.""' n4/~ . . 1--,D'"",A'lr INITIAL ENGNl!II 0, -REVISION OESCRIP110N Ii ! I ' 59N tn: I PRO.ECT NO. 1--DA;.;.;TE __ ._INl;;.;;.;.;;11AL=-11--DA.;.;.TE;;...,.i..;;INl;.;;.ll.;;;.AL--i CHKD BY! S,G, 38022 O'IHEII ""1.fNN. CITY ll'Pfl.OVAL RV'M:l Ry-S,G. Ii I I I ;j ·,: , I I ,,' I I, I I I DRAWING NO. 421-!A i-- 1 l r------------------------------------------------------------------------...:C~U~P-!0~3::.!-1~8___,7 i I PIX'IUII TYPI © ® @ © @ © © © IQUVALBIT MNU'ACTtJllll!R MANUFACTU91 AND SUBJECT TO LIGHTING FIXTURE SCHEDULE LAMPS FIX~ TOTAL IALLAIT MOUNIIHG Dl8CfllDT10N FIXTURE NOTES CD CATALOG NUMIIEIIS ARE IASm Ill Y!NDOR INf'OIIIMAllON, SALES 1.11ERATUllt Mil PHOTOMETRIC DATA ON HANO AT THE TIME OF PR0.£CT DtslGN BY 1\JRPIN • RATTAN ANO ARE INlENOED TO CONVEY lHE FEATURES/PERFORMANCE REQUIRED. EACH . FIXTURE MUST BE PROVIDED COMPLETE WITH ALL FITTINGS AS APPROPRIATE FOR PROPER MOUNTING AT THE LOCATIONS INDICATED. COLOR .IN'UT TYPI CATALOG tUILEA APPROVAL OF QTY. TYPI WAff8 IN'UT TEMP. VOLTS SPAULDING C0R00V,. 9titiES C\4M-A-H17-H3-F-Q-DB-VG SPAULDING COROOVA SERIES C\IM-A-H17-H3-F-Q-OB-VG YllTH DUAL POLE TOP ARatl'ltC'IIJRM. Mr.A UOHTINO PROMENADE SERIES fllltM3-PM-H~175MH-D8Z ONtDCO MMITARA Y SERIES M1!118-0M-HFL-70MH-;!019-BRP-F-LG ' MUSCO 1!500 llC MZ ll!OA 1331MH KIM LlllH11NO WR1C/100MH208/DB-P /811-C l!IRONZEUTE Glil-2070MH1C-CRG2A-CSL 1112 S'IIWUD IARE GIIIOUND IIRE TO IJQillNG FIX'I\JM CJIW I GROUND ROI> 3/4"x10'-0" LOMG ' ' SHOP DRAWINGS -NO SUBSTl1U110N -' ' -NO suesmu11011 :-' ,_ HO i!iUBS1ffll110N ... -' I NO SU8STl'IIJ110N II!" tJ' $UIISTfltl110N .. 11j,,,·' lit'IDREL -M50 100M' 120 l1il'l. WMC ISS Bl .. .. , NO ! SIJBS111U'IION ' .. ' ' ... NO SIJBS1111J'l'ION - . , CONTRACTOR SHAU. P'R0\4DI! IIHOP IIIRA ... G OF EXACT REQUIREMENTS OF F0011NG ST AMPED AND SIGNED 19V A REGIS IEREO ¢AUF'ORNIA STRUCTURAL ENGINEER NOTES ' 1 ' 2 1 1 SCHS:UU E-10 1 1 1 {!) POU: 20' FT. MOM!Nilll. lENtml, fflAIGHT, FIVE (5) INCHES SQUAA!, NON-TAP£flED 7 GAUGE STEEL ca.OR SHALL MATCH THAT ot THE WMINAIRE. FINISH SHALL BE A BAKED POYUR COATING OF HIGH DENSITY, LOW GI.OSS POLYESTER OVER A DIPPED ZINC COATING. (!) 'l'OU: 111un IASE OF S'l'EEL PLATE, '1NISHED SAME AS Pru, "1114 2-PttCE S1EEL BASE CANOPY COVER FINISHED SAME AS POLE. CANOPY COVER SHALL BE SECURED WITH TAMPER-PROOF 316 STAINLESS STEEL SCREWS. @ 1POUltm 'IN PLACE R0UNO OONCRElE SUPPORT BASE. -3000 PSI MINIMUM. @. REINFCfttm BASKET, FABRICATED FROM Rt:-BAA, (B) 18 VER11CM. ,'NO f3 TIES AT i 12· o.c. (!) ANCHCII BOlTS, QUANTITY, SIZE ANO TENSILE STRENGTH DETERMINED BY POLE/1..UMtNAIRE MANUFAC'I\JRER TO CONFORM TO SPECIFIED WIND LOAD CfttTERIA. @ 3/4" 48' OiAMFER ALL MOUND. Q) FW.OWINO INSTALI.A'ftON AND LE\oEI.JNO OF PCU:A.UMINAIRE ASSEMBLY, GROUT-IN ALL AROUND BETWEEN l!IOTTOM OF POLE BASE ANO TOP OF CONCRETE BASE. © srue SER\1CE CON0UIT UP INTO PCU: BASE WIRING CAVITY. ® PRO\'IDE SUPPORT ANl:i LEVELING NUTS AT TOP AND BOTTOM OF POLE BASE Pl.A TE. TWO NUTS PER ANOiOR l!IOL T. BOLT SP ACING PER MOUNTING PLA 'IE. CONlRACTOR TO \€RIFY BOLT PATTERN PRIOR TO ROUGH-IN OF CAGE WITH POLE MANUFACTURER. (@) T'l'PICM. 11 l/2"Jll\4C-2f1+1f8 EO, @ ' T'IPIC.te. iOOERIOR IIRANCH CIRCUT CONDUIT MCI Vl1RINC. @ TOP OF l'1NtSH CRAOE. @! T\'PIC.tl GRADE MOUN1'ED JIJNC'll0N BOX. SEE DETIII. 1/£-!I.D. ' TYPE 'A' & 'Af FIXTURE 1 BASE DETAIL 1 NO SCAii£ E-2.0 ' MH 175 '4000'1( MH 175 '4000' I( 11H 175 ♦()(JO" I( MH 70 3500' I( MH 1500 '4000' I( MH 100 -'I< MH 129 4000'1( MH 7D 3500" K [ 2" 208 208 208 208 201 120 201 120 WATT8 POLE 210 Hl'F TOP ♦20 HPF POLE TOP 210 Hl'F POLE TOP GROUND ... HPF MOUNT 11580 POLE CWA ASSEMBLY 1SO Hl'F WALL MOUNT 121 HPF BOU.ARO GROUND 14 HPF MOUNT CONTRACTOR SHALL PROWlE SHOP ORA"1NG OF EXACT REQUIREMENTS OF FOOTING STAMPED ANO SIGNED · BY A REGISTERED CALIFORNIA SlRUCTURAL ENGINEER 1111 STRANDED BARE TO LIGHTING FIXllJRE 2• PVC CONDUIT Yl1TH 118 S'IRANDED f'.tlUIPMENT GNO. 12 GROUND ROO 3/4"x1<1-0" LONO ' POLE MOUNffll N1l£.A LIGHT FlrnJRE. ~ DISTRIBIJ110N (TIPE ffl) WITH POLYCARBONATE VANDAL GUARD. FURNISH \tllTH 20'-0" L0NO x $" SQUARE COA1'£0 S1EEL POLE ANO ~~ 6" ARM MOUNT \tllTH SSP20-5.0-7-K813-0M10-BC POLE. (DARK BRONZE LIGHT ANO P POLE MOUNTED NIE.A LIGHT FlrnJPIE, AS'IMMETRIC OISIRIBUllON (TIPE NI) WITH POLYCARBONATE VANDAL GUARD, FURNISH \tllTH 20'-0" LONG x 5• SQUARE COATED STEEL POLE AND DOUBLE 6" ARM =T (180' SET) WITH SSP20-5.0-7-1<813-0M2180-BC POLE. (DARK MONZE LIGHT ANO P POLE TOP MOUN'lm WALKWAY LIGHT FIX'I\JRE, SYMMETRIC DIS111111l1J110N (TYPE 1/) NTH TEMPERED GLASS LENS. FURNISH WITH 12'-0" LONG x 4" ROUND NON-TAPERED ALUMINUM POLE. FURNISH NTH HOUSE SIDE SHIEtD (HSS) HRE INOICA TED ON THE PLANS. (DARK BRONZE LIGHT AND POI.£) GROUND MOUNlED, HORIZONTAL SPOT UGHT FIX'IURE lffll L0U\O GUARO JiH0 TAMPEAPIIOOf" HARDWARE. FURNIS1i IN BRASS HOUSING Y«TH BRONZE PAINT FINISH. U.L LISffll FOR WET LOCATION$. SPORTS UGHTIHO FIX'IVRE ASStM9L Y, METAL HAl.tt Ylffll GL..W: CON1'ROI. HU>, PR<MDE MUSCO CONlROL LINK SYSTEM AND REMOTE S'A!TCH l!IOX. SEE POLE SCHEDULE ON MUSCO SHOP ORA WINGS FOR NUMBER OF FIXTURES PER POLE. BLACK DIECAST ALUMINUM FIX'IURE 1111H SW\l:L AIIM VflH STAINltSS fflEL M0UMTINC 'l'Cl<E. U.L LISTED FOR WET LOCATION. SEE DETAIL 1/E-3.2. ROONO CONCRETE EIOO.ARD. COMPACT FI.OOR[SCENT I.AMI' Wl'nl tt.!C'IRONIC IAI.LAST. VANDM.. RESISTANT OPAL ACRYLIC LENS. BROWN CONCRETE WITH DAAK l!IRONZE FIX'I\JRE. GRM)E MOUNlED, HORtZONTAL SPOT LIGHT FIXTURE. F'UIINISH IN BRASS HOOSIIIG \tllTH 19RONZE PAINT FINISH. U.L LISTED FOR WET LOCATIONS. WllH INTERNAL DIRECTIONAL LOUVER AND CAST ROCK GUARD. NOTES CD POLE -12 F'OOT, NCMNAL HIIOHT, ... DIA. ROUND ,OU:, 11 OMJOI, CAST ALUMINUM. FINISH SHALL BE POWDER COAT FINISH OVER 2 COATS OF !IX ZINC OXIDE PRIMER, 2 MILS THICKNESS DRY. POLE AND FIX'I\JRE . SHALL BE COLOR TO BE FROM SAME MANUF' ACTURER. @ POLE BUTT BASE PER MANUFAC1URl!JI, FINISHED SAME AS POLE, l'ITH 2-PIEC:C STEEL BASE CANOPY COVER FINISHED SAME AS POLE. CANOPY COVER SHALL BE SECURED WITH TAMPER-PROOF 316 STAINLESS STEEL BOLTS. @ POURED IN PLACE ROUND CONCRETE SUPPORT BASE. © @ REINFOIICED BASl<ET, FAl!ftlCAffll FROM RE-BAR, (6) 18 'IERTICAL AND f3 llES AT 12· o.c. ANCHOR BOLTS. QUANTITY, 92[ ANO TENSILE S'IRENGTH DETEIIMIN£0 BY POLE/1..UMINAIRE MFOR. TO CONFORM TO SPECIFIED YIIND LOAD CRITERIA. ANCHOR BOLTS SHALL EXlENO CONTINUOUS!. Y FROM POLE BASE ATTACHMENT POINTS TO WITHIN 8" FROM BOTTOM OF CONCRETE BASE. @ NOT USED. (i) FOLLOWING INSTALLATION ANO LEVEi.iNG r':6 POI.E/I.UMINAIRE ASSl!MIILY, GROUT-IN ALL AROUND BE'llt'EEN BOTTOM OF POLE BASE ANO TOP OF CONCRETE l!IASE. @ S'I\JB SER\'ICE CONDUIT UP INTO POLE BASE WllltNG CA\'ITY AND BUSH. ® PROVIDE SUPPORT ANO UMLlNG NUTS AT TOP ANO IIOTTOM OF POLE IASE PLATE. TWO NUTS PER ANCHOR BOLT, BOLT SPACING PER MOUNTING PLATE. @) TYPICAL 1" PVC. 218 AND 1,S ONO. @ @ @ ® @ TYPICAL INCOMING EXTERIOR BRANCH CIRCUIT CONDUIT ANO IIRING. TOP OF FINISH GRADE. TYPICAL GRADE MOUNTED JUNC'IION l!IOX, SEE DETAIL 1'/E-5.0. 3f3 TIES ~ TOP e• OF BASE STRUC'I\JR£ IN LINE WATER TIGHT FUSE HOLD£11 WITH FUSE. SIZE FUSE POI MANI.IF' AC'I\JRERS RECOMMENDATIONS. LOCATE IN HANOHOLE. @ CONCRETE MIX SHAU. BE 4000 LJ. TYPE ''B' F'IXTURE BASE DETAIL 2 NO SCALE E-2.0 12· -o· T7 36" ~ 15" ~ S'IREET SIDE FOR BASE SEE 2/E-2.0. 80L T CIIICL[: 10"DIA 90" APART FIXTURE TYPE 'B' LIGHTING POLE 3 SCALE: NONE E-2.0 SCHMIDT DESIGN GllOUP, INC. ~-+--+----------+---4--+--~-f~I cttrCRE~l~ ~~~~AD II~ ClllN8ULTU•.I• 11:Ll:tlTNIOAL. l:NGIMIIICilttl 4'719 ll'ALM AVENUE LA Mlr!IA, [J.&, 91941-s:u11 1&19 / 4ee, / 6224 i,.-.x 46e / IIIIUl:31 l>M AIL: 1:Nal1Nlt£•@Tlllt1■0.COM TREI # 902041 V,PH..,,'t'NMolAK 11/03/04 · 8::tO.-M 13 t\O!il\11111 omc4 1 C\.A.CADlll'A0.J\ACA0\liCl .. 10111bCl, DW. PROJECT NO.: 02-403 DATE: NOVEMeER 4, 2004 IALANCINC ARTISTIC EXPRESSION IN DESfCiN WITH ENVIRONMENTAL SIENSITIVIT'II 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 341)9 i I PINE AVENUE PARK LIGHTING FIXTURE SCHEDULE (E-2.0 I I I I i ' I I I I I I I 11 11 I I 11 l I 7 (\ i I 1:j , I r r IJ ' ---_==-:J _, \. i I --------+'-~-~--~\ +--=-=====✓/ Iii LL 7 w <t w z [L > ________ l __ NOTES CD (1)2"C.O. (SPARE). TERMINATE AT LAST HANDHOLE. @ 1 1/2"-3#4+1#4 EG @ © ® ® (j) ® ® 1"-2#1D+1#10 EG 1"-2#8+1#8 EG L1-25,27 1"-2#6+1#6 EG L1-29,31 1"-2#6+1#6 EG 1"-3#6+1#6 EG (7) 2·c.o. FOR FUTURE BALLFIELD. 12"Wx22"x16"D (MIN.) PULLBOX. PROVIDE GRADE MOUNTED JUNCTION BOX AND GROUND ROD WITH 1"-2#10+1#10 EG TO SUPPORT BY SHADE MANUFACTURER. SEE DETAIL 1/E-3.2. @ 30"Wx48"L (MIN.) GRADE MOUNTED PULLBOX. ® 17"Wx30"L (MIN.) GRADE MOUNTED PULLBOX. EXISTI NG STREET LI GH T ROUTE CONDUIT TO TRAILER TELEPHONE SERVICE POINT [iJ /---~, ( '1 \._ ___ _/ METER/MAIN 200A, 120/208V, 3-~4~W=~c:jl.t=rt EXISTING SDG&E TRANSF0RM ER------::===r--11 0 115367 7 I @ INSTALL FIXTURE IN GRASS AREA. SEE DETAIL B/L-1.B. TYPICAL @ COORDINATE FEES, UNDERGROUND WORK INCLUDING EXCAVATION AND BACKFILL, TRAFFIC CONTROL AND CONNECTION WITH SDG&E. ELECTRICAL SERVICE NOTE PROPOSED ELECTRICAL SERVICE WILL CONSIST OF A PAD MOUNTED TRANSFORMER ON THE SITE WITH A METERED SWITCHBOARD MOUNTED ON SITE. ALL EQUIPMENT WILL BE NEMA 3R. MAIN SERVICE WILL BE 120/208 VOLT, 3 PHASE, 4W. SDG&E SERVICE WILL BE COORDINATED WITH PHASE 2. A PRELIMINARY LOCATION FOR PHASE 2 EQUIPMENT HAS NOT BEEN DETERMINED. 1"z2 I I -a en ;o 6i m I 0 '< >< .., en· m :::, 0 ,:: .., lJ :::, z -co -a Ill ► '< 0 m 0 6 \"' . tr) <?rcrn1'°\:c-~ ~(gr c,1_ 1.1.\:i"' H--A R-D 1-N 6 ° ~ ( I ' \ 0 I 0 ) \ \ \ _._ G l 1 3 1"-3#10+1#10 EG CD S CHMIDT D E SIGN GR OU P , I NC. CONSULTING ELECTRICAL ENGINEERS 4'7 1 9 PAL M AVENUE LA MESA. GA 9 1 941-5221 6 7 9 / 466 / 6224 FAX 4 66 / 6233 E -MAIL : ENGINEER@TREISD .C□M I V.P~IATHANAK ~:~:4~ 2~3~P~041 I G:\D2\SD2□4 1C\ACADPRO.J\AC::AO\S041 □30□.owr; ••• •--~•• -·· PROJECT NO.: 02-403 DA TE: NOVEMBER 4, 2004 BA LA NC I N G ART ISTIC EXPRESS I O N I N DES I G N WITH ENVIRONMENTA L SENSITIV I TY 2655 Fo urth Ave nue, San Diego, CA 92103 telepho ne {619) 236-1462 facsi mile {6 19) 236-8792 www.schm idtdesig11.com Lie. CA 2138, NV 219, AZ 34139 ' I 0 \ 1 3 2,4 \ j ~C>c=.;:ccJ/ Al 1 5 Ca ll: TOL L FREE 1-,QCI" s.J ~ u 422-4 1jj 0 TWO WOR Kl'!G :JAYS BEFORE YOU DIG 7 1 0 SCA.LE NORTH 20 40 1 "=20' -o" CUP 03-18 . ,•' -·-. ~ml " \tl;_JjjlllJ-~ 11":Jj,JJ __ ~ r ' ·~·, r. i L-- ( ' -·~ I -__ , I !J -• !.jH£J'_[_ I KEY MAP / N.T.S . ~ CITY OF CARLSBAD ISHEETSI 1----+--+----------------1>-----+----+---+----1 ~ RECREATION DEPARnAENT 100 ~:::::::'..============::::::::::==='..=:~ PINE AVENUE PARK DATE INITIAL DATE INITIAL ENGINEER OF YKlRK REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CTY APPROVAL PARTIAL ELECTRICAL SITE PLAN DWN BY: ... B ... G--1 CHKD BY: _..s..,G __ I RVWD BY: SG (E-3.0) ARK A. STEYAERT 1(/dJt& RLA 2020 EX 04 30 05 DA TE PROJECT NO. 38022 I DRAWING NO. 421-5A _J 01 0 00 :E 0 G') .,, ~ t-J. I\) 0 ~ 0 01 )> r-----------------------------------------------------------------------=-C-=-U,:_P...=:0-=-3---=-1-=-8~1 CONTRACTOR SHALL PROVIDE A CUSTOM BUILT NEMA 3R WEATHERPROOF ENCLOSURE (600 HOUR SALT SPRAY TEST MIN.) NOT SHOl'fN rti1<--1.,1LARITY I 0 I • @ LI-~M ■1-------r ~s=E=E~DE=T=A=IL-2~/=E--~2.=0 ---------~'-i(i)'""-u 36,38 ■l------7--(-T¥PleA._r,'e-------~ - I //-, I /(0 1 ,-(1 ,ii - I..L 0 -~-----1 r\ ~-(11) ' \ I -f L (7) 2·c.o. FOR D FUTURE BALLFIELD D f ' ~------------------------------------------------~ / / / / / / / / ,✓ / ,✓ I / / / ,---, .,---., ,,-, ,-, r-', r----, ,------, ,........--... r--, r-----~ ::==:: ::==:: ;==:: ~ ::==:: ::==:: ~ ::==:: I I I I I I I I I I I I I I I I I I 8 METER CABINET PANEL SPORTS LIGHTING CONTROL PANEL SPORTS LIGHTING COMMUN/CATION CABINET ~ ~ ~ ~ ~ ~ ~ ~ ~ NOTE: PROVIDE LOCKABLE DOORS ON ENCLOSURE FOR ACCESS TO INTERIOR. ALL LOCKS KEYED ALIKE. POWER/CONTROL ENCLOSURE ELEVATION NO SCALE 1 E-3.1 ,, I / 90" MATCH LINE, SEE SHEET E-3.3 ANCHORING ASSEMBLIES TYPICAL FOR OPPOSITE END OF SWITCHBOARD SEE DETAIL 4/E-5.0 --NEW EQUIPMENT PAD SEE DETAIL 5/E-5.0 @ - d;;f'-----; or o.ic ,5 i1◄ T U R P I N & R A T T A N • ENGINEERING, I NC . CONSU LT I N G ELECTRICAL ENGIN E ER S 47 1 9 PALM AVEN LJ E LA MESA, CA 9 1941 -5221 6 1 9 / 466 / 6224 FAX 466 / 6233 E-MAIL: E N GINEER@TREISO.CDM TREI # 5 0 2 041 V.PHATHANAK 11/03/04 · 2 :31PM G :\02\50204 lc\ACADP R0.J\ACAD\5 0 4 1 0300, DWG S C HMI DT D E SIGN GROUP , IN C. -•i·· • • -:·· PROJECT NO.: D2~403 DATE: NOVD,IBER 4, 2004 BA LANC I NG ART ISTIC EXPRESSIO N I N D ESI GN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Ave nue, San Diego, CA 92103 tele phone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 Ur 1J::;,c;rcund Senice Aled '-' I I Ca ll : TOLL FRE E ·1·)•1 1 1 77 L LL --1·1 -._) ._) TWO WOF<l<IIJG DAYS dlf ORl YCU el l(; I I I I I T I 0 I: ' '• \ \ \ \ \ • L _____ _ NORTH 10 20 40 SCP.LE : 1 "=20' -0" NOTES (D (1)2"C.O. (SPARE). TERMINATE AT LAST HANDHOLE. 1 1/2"-3t(+1t( EG 1"-2#10+1#10 EG 1"-2#8+1#8 EG L1-25,27 1"-2#6+1#6 EG U-29,31 1"-2#6+1#6 EG 1"-3#6+1#6 EG 1 1/2"-3#2+1#2 EG 12"Wx22"x16"D (MIN.) PULLBOX. SEE 1/E-5.0. TYPICAL U.O.N. @ INSTALL FIXTURE IN GRASS AREA. SEE DETAIL B/L-1.8. TYPICAL @) 30"Wx48"L (MIN.) GRADE MOUNTED PULLBOX. @ 17"Wx30"L (MIN.) GRADE MOUNTED PULLBOX. INSTALL SATELLITE ANTENNA FURNISHED BY SPORTS LIGHTING MANUFACTURER ON POLE. CONFORM TO MANUFACTURER'S INSTALLATION REQUIREMENTS. @ INSTALL (1) COAXIAL CABLE FURNISHED BY SPORTS LIGHTING MANUFACTURER. .. , ! '/ l~:l<IJlll':== 'l ·:- I -.=--=cc ~~ 1 . IJ~1 I 8 I KEY MAP / l~.T.S. ~ CITY OF CARLSBAD I SHEETS I 1-----1----1------------------ll------l------l----l-----l ~ RECREATION DEPARlMENT 100 ::==~=::::::::::::========:::::..::=:::::::: DA TE INJ11AL DA TE INl11AL DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK PARTIAL ELECTRICAL SITE PLAN (E-3.1) MA K A. STEYAERT ,4-/. /@P ~ PARK DEV. MANAGl1'R: RLA 2020 EX 04 30 05 ' CIATE OWN BY: ....1.8...,.C~- CHKD BY: _..s,..G,___ RVWD BY: SG PROJECT NO. 38022 I DRAWING NO. 421-5A I 01 0 ~ :E 0 G') '"T1 ~ ~ "-> 0~ 0 (J1 )> -lllll!lc • -- MATCH LINE SEE SHEET E-3.0 ------------------~-------------~ --------~-1 W 1 i Ill \ ) 0--------/ a... 16" HIGH ACCESS HATCH OPPOSITE OF LIGHT. COORDINATE LOCATION 'Mlrl SHADE MANUFAClURER TYPE NMC CABLE lUBULAR STEEL SUPPORT POLE ' I ' I ' 7 \ \ ' ' I I I _J \ II \ \ ! --~----~~----~ / ( -, -~ \\ I -~ l _________________________ _ 7 ~E N ER ' J \I - I J PARKING LOT _J FIXlURE © ~A-LLE'f MOUNTING HEIGHT(S) TO BE SPECIFIED DURING REVIEW OF SHADE STRUClURE SUBMITTAL DRA'MNGS. COORDINATE 'Mlrl SHADE MANUFAClURER. WP 1 GANG JUNCTION BOX. COORDINATE LOCATION, OPENING IN POLE AND ATTACHMENT TO POLE 'Mlrl SHADE MANUFAClURER. WEA lrlERSEAL POLE OPENING AND PAINT BOX TO MATCH POLE. lrlREADED COUPLING SET FLUSH 'Mlrl TOP OF FOOTING. COORDINATE OPENING IN BOTTOM PLATE 'Mlrl SHADE MANUFAClURER. 15"x18" GRADE MOUNTED PULLBOX I -, .. I r 17, 9 -----------------------------------------------------------, /-----------------------------------------------------------------------------------------------------------------------, C' I I I I I I I I NOTES CD {1)2"C.O. (SPARE). TERMINATE AT LAST HANDHOLE. (D 1 1/2" -3#4+1#-4 EG G) © ® 1"-2#10+1#10 EG 1"-2#8+1#8 EG L1-25,27 1"-2#6+1#6 EG L1 -29,31 1"-2#6+1#6 EG @ 1"-3#6+1#6 EG (j) (7) 2·c.o. FOR FUlURE BALLFIELD. 12"Wx22"x16"D (MIN.) GRADE MOUNTED PULLBOX. i : ', \ : : : :'----1 I I I I I I I I I I I ' ' ' ' ' ' ' ' ' ' '>--==-== ' '~ 1 - i I j j Und ercroun d Servic e Alert Ca ll TOLL FREE 1-Qc,1'·,, uu ~-j ' ' ' ' ' ' ' ' ii='=== ' ' ' ' ' ' r==--0 ' ' ' ' ' ' ' t::=--- ' ' ' ' ' ® ® PROVIDE GRADE MOUNTED JUNCTION BOX AND GROUND ROD 'Mlrl 1"-2#1D+1#10 EG TO POLE BY SHADE MANUFAClURER. 422-4133 SEE DETAIL 1/E-3.2. @ 30"Wx48"L (MIN.) GRADE MOUNTED PULLBOX. 0 ® NORTH 20 40 LZ-20,22,24 1 1;2· -3/f2+11/2 EG CD L2-40 G) POLE S3 1 5 CUP 03-18 K EY MA P / N.T.S, TWO WORKlflG DA.YS BECORE YOU DI G TTT -111: @ 17"Wx30"L {MIN.) GRADE MOUNTED PULLBOX. 1 0 SCALE: 1 "=20' -o" CONCRETE FOOTING NOTE: AIM FIXlURE AT NIGHT TO OBTAIN BEST OPTIMUM AND UNIFORM COVERAGE OF SCREEN MA TERI AL. TYPICAL INCOMING BRANCH CIRCUIT CONDUIT AND 'MRING 3/4"x10'-0" LONG COPPERCLAD GROUND ROD ~~c~E STRUCTURE LIGHT @ CONSULTING ELECTRICAL ENG INEERS 4 719 P ALM AVENUE LA MESA, CA 9 1 94 1-522 7 6 1 9 / 4 65 / 6224 FAX 466 / 5233 E·MAIL: ENG INEER@TREl5 D.C□M TREI # 502041 V.PHATHANAK l 1/D3/04 -2:31PM G :\02\80204 l c \ACADPR □c.ll.ACAO\S04 10300.DWG SCHMIDT DESIGN GROUP, INC. PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 BALANCING ARTIST IC EXPR ESSIO N IN DESIGN W IT H EN VIRONME N T AL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telepho ne {619} 236-1462 facsimile {619} 236,8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 ~ CITY OF CARLSBAD ISHEETSI t----+----+-------------+---+---+--t-----t L2Q_j RECREATION DEPARTIMENT 100 :=::==:::'....'.::::::::::::::::::::::::==========::::'....'.::==: DAlE INl11AI. DAlE INl11AI. ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL DAlE INl11AI. CITY APPROVAL PINE AVENUE PARK PARTIAL ELECTRICAL SITE PLAN O\Wi BY: _.R,_,c __ , CHKD BY: ..,.s,...,G __ 1 RVV.O BY: SG (E-3.2) PROJECT NO. 38022 I DRAWING NO. 421-SA ~------~ 7 I __ j CUP 03-18 7 .-----------------------------------------, . J> <t rem\ 1,vv 1'/r or CA'l 1,15 i1t)ii T U R P I N & R A T T A N Iii! ENGINEERING, INC:::, C ONSULTING ELECTRICAL ENGINEERS 47 19 PALM AVENUE L A -MESA, CA 9 194 1-5221 619 / 466 / 6224 FAX 466 / 623 3 E-MAIL: ENGINEER@TRE:15 D .COM TRE I # 502041 V.PHATHANAK 11/03/□<1 -2:31PM G :\0 2\$0204 l C::\ACADPR 0.J\ACA0\S04 10300. OWG 0 ' I I I I I r : tP X '' I ", EXISJNG~~EET LIGHl TO REMAIN I I I I I ~' I 1 I : I I ' E I J SCHMIDT DESIGN GROUP , ING. PROJECT NO.: 02-403 D~.TE: NOVEMBER 4. 2004 BALANC IN G ARTISTIC EXPRESS ION I N DESIGN WITH E NVIR(?NMENTAL SENSITIV ITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimi le {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 Ca ll: TO LL FREE 1 0 ('["' CJ .J j 4;?-4'17 ' L'-----J,.__, T'NO WORKl'l G Dfa.YS BEFOR E YOU DIG NOTES (i) (1)2"C.O. (SPARE). TERl.4INA1E AT LAST HANDHOLE. ® 0 © ® 1 1/2"-3/14+1#4 EG 1"-2#10+1#10 EG U-25,27 1"-2#6+1#6 EG L1-29,31 1• -2#6+1#6 EG @ 1• -3#6+1#6 EG (j) (7) 2·c.o. FOR FUTURE BALLFlELD. @ 12·wx22·x1s·o (MIN.) PULLBOX. @ COORDINA 1E WORK WITH SDG&E. NORTH 0 1 0 20 40 SCALE: 1 "=20'-o" KEY MAP / r".T.S. ~ CITY OF CARLSBAD ~ t-----+--+---------------i-----t----t---t---; L.§1_j RECREATION DEPARTMENT ~ ::==::.=::=========--====; DAlE INITIAL DA lE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL PINE AVENUE PARK PARTIAL ELECTRICAL SITE PLAN (E-3.3) OWN BY: ~e=c __ CHKD BY: _..s.,..G _ RV\IID BY· SG PROJECT NO. 38022 I DRAWING NO. 421-5A ) J .-----------...,..------------------------------------------------J----------_....--....___--------.;._ .......... ________ =.:cu!:!!P~o~3.:.!.1~a _7 MOUN'IINQ -MAIN: 100AL3P t.tCI EN'IElt CAIINET AT: jlOTTOM PANEL 'L1' TYPE: 1!101. T ON VCI.TAOE: 120£'.!08V.13f14W IIUSSING: 225A CU AIC: 65K Y0l. T-N,t,£111!5 L R l,f ll<1t ll<1l l,f R L VCl. T-At.tPERES LOCATION T E I i i C I E T LOCATION fA .. fC 0 C s AIC I p s C 0 fA ,a fC IHuiii1liir 895 18 20 3 1 2 2 121!1 4 420 PARKNG LO'r -... ---3 4 ---420 -895 ---5 I 1 2~ -95 SIGN~· ~ 830 8 30 3 7 8 2 20 4 420 SllE LIGHTING -8-40 ---I 10 -... -420 - 830 ---11 12 2 20 3 315 ISi'if1iiiTIMC Sl'II' ulliiiiif 190 2 20 2 13 14 ---315 - 110 ---15 111 2 20 s 325 SllE LIGHTING fs'II: LIGliiiir 315 3 20 2 17 -~11 ---325 --315 ---11 2 20 5 325 ~ Sl11' UCHN ; 210 2 20 2 21 ---:525 --210 ---,3 2 20 4 110 ~G S111:LIGHH 735 7 20 2 ,5 ---190 --7315 ---,7--2, 2 20 2 H Sl~G $111' UCHN 130 8 20 2 - - 94 --130 - --:s1j--3~ 2 20 3 315 SllE UGH~ ~ JOO 1 20 1 ---315 210 2 20 2 ' 2 20 2 210 SITE Ticiniiif -210 - -,1: ---210 -ISPMi -· CANOPY~ -20 1 1 20 J 450 SPARE -20 1 41~ ~ 41 1 20 2 300 CANOPY LIGHTS SUBTOTAL 3-iOS 2770 2910 2195 2349 1824 SUBTOTAL TOTAL VCl.T-N.fflEIIIES/IIHASI: fA• 5800 VA ,e,. 5120 VA fC• 4315 VA TOTAL PANll. VCI.T-AMP!R£S: 15035 VA+ LCL 4130 VA• 19185 VA AMPS-53 NOl£: AU. IIREAKBtS RA 1E) AT S!IKAIC. IIIOUN'IINO: Sl#ACE MAIN: lfOOA/Y' MC8 ENTEi! CAIIINET AT: TOI' PANEL 'L2' TYP[: BOI. T-ON VCl.TAct: 'J.(IIN. 3' 41W BUSSING: '400A aJ AIC:~ YOL:r•MI-EID L R Iii II<"-l!ll<lt. Iii R L YOLT-MftRES LOCATl0N T E I i f e ii I E T LOCATION .,. .. fC G C s AIC ' s C 0 fA ,e fC ~A1 1800 3 . . 20 3 1 ~ -2 3 50 . . 10 5340 Pru: 81 -1$00 -- - 3 ~ 4 ---5340 --UIOO - - - I -~. ---5340 - PCU A1 4270 • 40 3 7 ~ >-• 3 50 10 5340 Pa.E SI -4270 -- -• >-11 ---5340 --4270 -- - 11 ~ 12 ---5340 - P<l.£ 82 5340 10 50 3 13 ~ -14 3 40 8 4270 PIU S2 -5340 - - -111 -~ 11 ---4270 --5340 ---17 ,. ---4270 - M fllTai 1 100 -20 11• 20 3 20 13 18Cl0 PIU S3 l1ME SWITOI 2 100 -20 1 21 -~22 --,. 1enn -!PNIE -20 12:1 24 ---1800 - CONTACTOII NO. 1 200 -1 30 1 2t 1 20 ,. 200 COM1Rlll CIRCOO COMTACTOII NO. 2 200 -1 30 1 27 ~ 21 1 20 -200 PIU A1 C<lNTACTOII MO. 3 200 -1 JO 1 21~ 30 1 20 -200 PIU A2 IXJITACTIJI NO. 4 200 -1 30 1 31 32 1 20 -200 PCU: 81 COMTACTIJI NO. 5 200 1 30 1 33 1 20 -200 l'Q.E B2 COMTACTOII MO. I 200 1 30 1 311 31 1 20 ; -200 PCU: S1 IXIITACTOII MO. 7 200 1 30 1 37~ 31 1 20 -200' PCU: S2 !PM£ 1 20 1 -~ 40 1 20 ,oo l'Q.E S3 ~ . 1 20 1 41 1 20 • !PAR£ SUBTOTAL 12125 1tt20 11120 16750 187e0 17090 SUBTOTAL TOTAL Y01. T-,-..1PERES/IIHA!IE fl\• 2118715 VA ,a. 211870 VA fC• 28910 VA TOTAL PANEL YOLT-AMPERESI 118455 VA + LCL 21-400 NO'IE: PIIOWlE SIii ME1ER ffll Pl!NEL AU. HAmS RAll!D AT l!IKNC. MOUN'IINO: SIJR1rACE 120/208V.,311,4W ro, VOLTAGE: 120L2011V.,.U,4W LOCA110N YO.T-.WEID fA .. fC STNI'. CU1LETS 380 STAGE 0011.E1S 3IO L R T E 0 C 2 2 PANEL 'A' Iii lll<R. IIK1t I i f f • s AIC 20 1 1 2 2 or 20 1 J -4 -- VA• 107115!1 VA At.tPS-,oo MAIN: 200A/Y' MCII TYP£: IOLT-ON BUSSING: 2215A AIC: 85K l,f R ~ YO.T-AMPERES I E LOCATION s C G ltA fB fC 1 -FIJ'IIJIE 81.0G -- STAGE OU1IITS 310 2 20 1 5 • 1 20 1 200 COMKP~ ·~ 380 2 20 1 7 ~ -I I 20 2 400 IARIG. C<lN PICNC 0011.ElS 31() 2 20 1 • ~ ~ 10 , 20 !PARE SPARE 20 1 1t 12 , 20 !PARE SPMI 20 1 13 14 1 20 Sl'ARE SP« 20 1 15 ~ ~ 11 1 20 Sl'ARE SPARE 20 1 17 11 !PAC( SPAR( 20 1 II 120! !PACE SPARE 20 1 21 >-~ 22 !PAC( SPARE 20 1 23 2• !PACl SUBTOTAL no 720 310 400 -200 SUITO'l'AL TOTAL YOL.T-AMPERES/IIHASE fA• 1120 VA '8• 720 VA fC• 560 VA TOTAL PANEL YOI.T-AMPERES: 3120 VA+ LCL 0 VA• 2780 VA AMPS-Iii II01E: AU. BREAKERS RA'IB> AT ll!KAIC. I 11 i I : I I TO IIDCMIE SERYICE SEE DWG [-3 TRANSFURMER BY SOGE @ TRANSFORMER PAD BY 2 ELECTRICAL CONTRACTOR E-4.0 GROUNO TO NEUTRAL REMOVABLE LINK GROUND ROD 12 COPPER WIRE GROUND RINGL WEATtlERPROOF 20' -o• MIN. LENGlll AT 30• MIN. ENCLOSURE BELOW GRADE ----1 -r -7- cu NEUTRAL eus CU GROUND BUS ~) 800AF 800A 2011/120V.,311,4W 60HZ COPPER BUS AT 6!1KAIC I PANEL L1 Sll!E LIGHTING CONlROL PANEL PAN£1. A 3P L ___ ..., __ PULL SECTION MElER/MAIN SECTION ~~!) 1-- MPA-1 _I _L __ _J _ ___._ _ _J CONCltE'IE ""°• 9EE a~ DltAIINOS ~ LOCA'IION. \€RIFY DIMENSIONS WITH TRANSFORMER SUPPLIER AND COORDINATE WITH CIIIIL WOIIIK. EXTENO PAO A MINIMUM rl a• BE'IONO UNIT <MRALL SIZE ON ALL LOCATIONS M---~---,c,------... 'll'tANSF'O!IMO NEUTRAL CCHIECTION REFER ; TO SITE PLAN SHEET E-3. 1 FOR ACTUAL CONOUl'IS ROUTING MICtt vtX. TAGIE SECTION E-4.0 r--------, --r---...J L----- m------+-G--'~-----C 3/4"x10' COPPER Cl.AO SlEEL ROD (TYP) TRANSFORMER SEClQI #2/0 BARE COFFER, 30" MIN 11£1.0W GRADE (Tl'P) LOW \IOLTAGE SECTION REf'ER TO SllE PLAN SHEET E-3.1 FOR ACTIJAL CONDUIT ROUTING CABLE OPEMING, VERIFY DIMENSIONS llffil lRANSFORMER SUPPLIER A S'ISTEM GROUND CONOUCTat IN SECONDARY DUC'IBANK SYSml GROUNI) CONDUCTOR IN PRIMARY DUClBANK 12/0 BARE COPPER TO GROUND LUG ON TRANSFORMER HOUSING PR~ A 1001 1 RA 1ED MAIN BREAKER I ' I' I , I I PANEL u MPA-2 2 1/2"-4f3/0+1f4 EO PftOIAOE A 100ll RAl!ED BREAKER SEE DETAIL 1/E-J.1 Qll!OIJNl!I ROD (TVPICAL) SECTION NO SCALE GROUND BUSHING (TfflCAL) REINF0RCEC CONCRm: PM SEE SPECIFICATION SECTION 03JOO FOR CONCRETE REQUIREMENTS PAD MOUNTED TRANSFORMER' GROUNDING DETAIL 2 E-4,0 SINGLS LINE DIAGRAM ' 1 " ~----------------------~--------------------------------------------~ ,,,,,, I ,,,_,.,. I NO SCALE IIIITURF'IN & IIATTAN u. EWdlNltltlltMO, l·NC, CciN.ULTl•Nta £1..ECffllOAI. 1£r-1•1N&a:,.. 4'119 Pl4LM AV£NUI'. LA( MESA, CA 'lll t •41 •!ll,jl'III I •-~• e 1 v 1 41Se I ea.a• ,....,_k 46e I eia:am &:➔MAIL: £Nll,INllll!R@TWltl■O,ltlDM V .... H«'l'HAIN .. K 11/0:lt/04 • l:31f'M , CJ:\DIU!t02·1:141C\ACAOP·RIICI .J\•0.&.0~8!1dlo4101,,1iOGl·.DW:S ·· 1-· I I ~Tir:~1 1 ; I I, I I ! ' . I I I I I I · ,, ,,--✓ /,,,,/ SDGE METER NEMA lR flt:ATHERPROOF ENCLOSURE (800 HOUR SALT SPRAY TEST MIN.} ,, / f"------- I I I I I I I i I I I I I -I I I I I I I I I I ""' -"" """"\ I I I I I I I I I I I I I I ~ ,, ' / I ,---, ,--. ,.-, ,--., ,--. ,---. ,--. ,--. ,.-, ,--. ,--. ,--., ,--., ,--., r--, ,--. ,--. ,--., ,--., ,--. ,--., -, .., /~) " 0 0 0 0 0 PUU.SEC'IION 0 0 0 31" 7 / / ,--., ,--., ,--.. ,--.. ,----.., ,---, ,--. ,---. ,--., ,--., ,--. ,--, ,--. ,----.., ,--. ,--., ,--., ,---.. ,--. ,---. ,--., ,--., ,--. ,--., ,--. ,--., ,--., ,--. ,--., ,---. ,--. PANEL !IITE [g] 'L1' LIGHTING CONTROL PANEL '3! 'L1' C:::, tOOA/3P 0 'A' C::I 225A/3P MAIN !OOA/ c::::::J y, i 'l2' IC:::, 400A/3P "' 0 DD ,--. R ...---,-, ,-, ' ,--., ,----., ,--., ,--., ,--. ~ ,----., ,--. ,--., ,---_ ,--., ,--., ,-, ,-, ,---, ;,---.; ,--., ,--., ,-, ,---, ,-, ,--., ,-, ,--., ,-, ,---, ,-, ,--., n i 39• 24" 24" i I NOTE: PRO~ LOCKAEU DOORS ON ENCLOSURE FOR ACCESS ,, /_,rr ✓/1/ ,---, ,----.., R ,--., ,---, ,----, ,---, ' I I I PANl!l.. I 'A' : I I I I ' I I I I I I I I I I I I I I I Dl L I ! ,--. r " ,-, ,--., ~ ,--., o 24"/ ,--., ,--., ; 1/ 24" I 92• -Nf¢H()lffl«l TYPICAL FOR ASSEMIII.D OPPOSllE TCHBOAAO 4/E-5.0 END C:E SWI SEE DETAIL NEW EQUIPMENT PAD SEE DETAIL 5/E-5.0 I TO INTERIOR. ALL UlCKS KE'IED AUK[. MAIN DISTRIBUTION SWITCHBOARD 'MPA' ELEVATION 4 NO SCALE E-4.0 SCHMIDT DESIGN OJt.0UP, INC. P~OJECT NO.: 02-40~ DA TE: NOVEMBER -4, 201),1 ' 11-· I , ,I '! ; I ' I i 1:A!-AiNC:INC AillTISTIC E'XPIUSSlON IN DIJ:SICiN WITH ENVlltONIMENTA.l SEN$1Tl'IIITY ~5 Fourth A.-•w. S.n Diego, CA ga,03 wh>phone {619) •3'5-1462 facslm~• {61g), 236-8791 www.scl,mldtdesi9n.com UC. CA 2131, NV 219, AZ 34139 1- I i' ' ' I I I ' ' I !I ,, ,. 1-----1,--+-----------l----l,--t---l----l ~ II crtrCR[qfON ~~1~~AD II~ PINE AVENUE PARK PANEL SCHEDULES AND SINGLE LtNE (E-4.0) I I I ' i I ' ' I I I 'I I I I 1' ! ; ' I I ' I I ' ; I I _J I 1_ 24" MIN. 6" MAX ~ .. ow 8ACKl'l.L COMP AC'IED 'It> 9!51 l_ F'INIH]) ORADt: CONTINUOUS EI.ECTRICAU. Y DETECTABLE '1£LLOW PLAS1'1¢ WARNING TAPE PVC SCHEDULE 40 CONDUIT /WIRE PER SITE PLAN. (TYPICAL) TYPICAL UNOERGROUND SITE LIGHTING RACEWAY INSTALLATION DETAIL NO $CAL£ f'llffll!'I) GltADt: I I , ~ -,,, r7"T ' ,.,,. -,,, °';"T'i" I< '1""T'"'l' T"T"T 'l"T'T' or- 6" MAX ~"" BACKFILL 24" MIN. COMP AC'l[I) 'ID 8!51 l_ 3" 2" 2" 2" CONTINUOUS ELEC1RICNJ. Y DETECT ABLE 'l'ELLOW Pl.ASTIIC WARNING TAPE PVC SCHEDULt 40 CONDUIT/WIRE PEit SI TE PLAN. (T'il'ICAI.) TYPICAL UNDERGROUND SITE LIGHTING RACEWAY INSTALLATION DETAIL E NO SCAL£ SWl'IOtlEMI ENCLOSURE E-5.0 INT!l'INAL S'11'1JC'MIAI. FRAME OF SYt1TCHBOARO. DRILL TO ACCEPT S.S. BOLT 3/r DIA slrAINl.£9$ S'1'EE. llOLT /1.0CK ... WASHER e• LONG 2"• 2"x 1/4" ANGLE CONCRETE $I.All PER ARCHITECTURAL PLAN t-----Jl~!?.::~-~-~-...1.C _____ wc:3 112· EMl!EDDE!l .. :a· . . :a· . A .. ·i..· · .. ·r. .·. b, ... i.. Gr I' • i.. P':< i.. P' i..> ..... . A A .A·.·. A· .. ·.A· .·i.. . b,. . b, . ·.·i. ... i..·.· 6" MAX ~ "'"' IIACl<FlU. 24" MIiii. OOMPAC1'£1) TO 1151 l_ 0 3" 3" FINl!ftlD GRADE CONTINUOUS ELECTRICALLY DETECTABLE YELLOW PLASTIC WARNING TAPE PVC SCH!DUU: 40 CONDUIT /WIRE PER SITE PLAN. (TYPICAL) TYPICAL UNDERGROUND SITE LIGHTING RACEWAY INSTALLATION DETAIL B NO SCAL£ E-5.0 20.675" 15.75" 25" f 12" MIN. _j 1) INSTALL AT ALL WALKWAY UGHT FOO\JFtES U.O.N. 2) INSTALL WITH 11• DEEP GRAVEL BASE. TYPICAL GRADE MOUNTED JUNCTION BOX 1 NO SCALE 14 REBAR AT 12• ON CENl'ER EACH WAY {TYPICAL) E-5.0 1 /2" DIA EXPANSION TIP! ANCHO!t. Hl. '11 KWIK B0L T KB N NOTI 1. INSTALL (2) ANCHOR ASSEMIIUES AT EACH END OF ~TCHBOAR!> (TOTAL riF (4) ANCHOR ASSEMBLIES) SEE DETAIL 4/E-4.0. ~~!JCHGEAR ANCHORING @ I ' i ,,.TURF'IN & l'IATTAN 11111111 £!:M.IHltENINGI, IND, ClON■'ULTINCI ELCDTPUC~L BtNGtNltltlJt• 4711111 fllALM AVEMUE LA ME:l!IA, □A 919<41·!1!dlZ1 1619 / 4til!l / 63214 l"AX 4e6 / IIU!:tl:91 l[•MAJL: SNCIIINCE1l@T11Ut1•D.DCl,M TRltl # 802041 V,fl'MA'nol.ut.l,K 11/03/04 -3:3:3P"M G:\Cil\■ CS0-4 1 D\.A.CADll'-RCJJ\.A.CA0\11-lb-• H!jD¢MCI, PII I ! I I ,, ' I 24" MIN. 6" MAX ~ .. -- 0 EIACKl'l.L COMPACTED TO 1151 l_ 2· 2· CONTINUOUS El.ECTRICALL Y DETECTABLE '11ELLOW PLAS11C WARNING TAPE PVC $CHEDULE 40 CONOOIT/WIRE PEIi SITE PLAN. (TYPICAL) TYPICAL UNDERGROUND SITE LIGHTING RACEWAY INSTALLATION DETAIL NO SCAL£ 23" 12" 2 18" > CD REIHF'ORCED PRECAST' QltADE IIOUlt'IED .JJNCllON BOX. PROVIDE IWTH OPEN BOTTOM. @ CAST 1110N l'llffl'IC Ci0'.9 9"ALI. INSf AU. FLUSH IN TOP OF ORADE JUNCllON BOX. MINISH TOP OF CO\O WITH CHECKERED SURF' Act, UF'11NC SLOTS AND RECESSED HOLD DOMI TAMPER PROOF NUT$. BOTTOM OF COVER SHALL BE F'URNIHD Wllli INTEGRAL CAST REINFORCING RIBS. USE ONl Y AT VEHla.£ TRAF'FlC AREAS. 1) INSTAU. AT ALL lELEPHONE flUI.L.BOX LOCA 1l0NS U.O.N. AND AS SPECIFIED ON SITE PLANS. 2) INST ALL WITH 6" DEEP ~RA~ BASIE. TYPICAL GRADE MOUNTED JUNCTION BOX 2 NO SCALE EOUIPMtNT 12" MtN. (TYP.) T 2" CLR (TYP.) 3" CLR 1,1,;.J-, 1#4 t0N'11NU<11S (TYP.) CO'NCRETE HOUSE' KEEPING PAD NO SCALE E-5.0 8" (TYP.) l" 6" MAX ~ .. --BACKl'IU. COMPAC1'ED 1'Q 95,S l_ 0 0 0 2· 2" FIH1SHED GltADE CON'11NUOUS ELECTRICAU. Y DETECTABLE 'l'ELI.OW PLAS'11C WARNING TAPE PVC SCH!DlJL! 40 CONDUIT /WIRE PER SITE PLAN. (T'IPtCAL) CUP03-18 7 TYPICAL UNDERGROUND SITE LIGHTING 'RACEWAY INSTALLATION DETAIL D NO SCAL£ 40" 10· BELOW GRADE LI <1 . ·4 ' 18" <1 <1 . NO'IE: e<bORDINATE OONCltm: POUR AND PEDESTAL LOCA 110N WITH SHADE STRUCTURE FOOTING. OBTAIN -ITTEN AUTHORIZATION FROM ClfY ENGINEER BEF'ORE INSTAU.A110N. .d 4 E-5.0 Yl!A THERPltOOF' CAS't ALUMINUM WITH SElF CLOSING DOOR AND GF'CI 1!5AIM' DOUBLE DUPLEX RECEPTACL£. COLE 1 TL310-1-C. KEY ALL COVERS AUKE. FEEOEJI PEit S1'1E DIIIAIINO CONCRETE POWER OUTLET PEDESTAL ,' 3 ' NO SCALE 24" (TYP) · NO'lt: Pft0'f1D! ONE l!lNQ( PER COl-ffJUT. l'lNISHED GRADE / CINDER BRICK lUIIJNED "ENO-ON" AND SET FLUSH WITH FINISHED GRADE DIRECTLY 01/ER END OF' SPARE CONDUIT SPARE CONDUtT S'I\Jll8ED AND CAPPED DIRECTLY BELOW BRIQIC . CONDUIT STUB-OUT DETAIL@ NO SCAL£ E-5.0 SCHMIDT DRSIGN GROUP, INd. l---+--+----------+---+--+--1---1CTKJI CITJCREqf~ £¾]~~AD IUQQJ " ' ?~OJECT NO.: 02-403 DATE, MOVEMeER 4, 2004 I! , I '. ! I SALA,NCING AIITISTIC EXPRESSION IIN OESION WITH' ENVIRONMENTAL SENSITIVITY' 2655 ,ourth Avenue, S.n D1le1", CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 w-.schmidtdeslr.com Lie. c• 2138, NV 219, AZ 34139 I ... I i I I I J I , I ' ,. I! I ,, ,, i I I ! '! I 11• I Ii ! ' I PINE AVENUE PARK ELECTRICAL DETAILS (E-5.0) A. STEYAERT _J ' i· CUP 03-18 7 ____________ ...., ________________________________________________ ....,.. ___________________________________ ...... ___________________________________ .., ,.,.. nllE 'O', m: SCHEDULE ON SHEET E-1.1 FOIi QUANTilY (1F FlXTUltt PER POU: JIICI.E,_,,All!AY fflD.fllOltltC'D 1, 2. l, OR 4 PIECES ..: MMNES. INSIDE POLE ONE HAANESS FOIi EACH 11.ECTRICAL ENCLOSIIJRE .,(/-rf (AmOX.) F'RONT 'w1EW F1E1.D SIDE ELEC'IIIICAL ENCL09UMS ~~ FUSING PRIMARY ~O W0S ONE CIRCUIT BREAKElt PER LIGHT STRUCTIJAE S19191 JACKNI IRACK!T (TVPIC.tL) --r-r (APPROX.) SPORT LIGHTIN<i POLE DETAIL SCALE: NONE -HAfllltSS QUICK CONNECT WIRING TO FlXTUlttS WN: !IUl"PORT GRIP SNAP HOOK SPORT POLE LIGHTING FIXTURE INSTALLATION DETAIL SCALE: NONE • I 'I I I 'I ' SIDE VIEW ' D . 1 RENOVABIJ ~ ¢1(' lw:HWESS INSIDE POU: 1!'1.tCffllCAL OICLOSURE ATTACHMENT BRACKET (TIP. OF 2) \IIIRE ACC!SS ltJB 4" X 11-1/2" HANCII-ICU LOCA110N 'MTH GROUNDING WO LF11NC BM H<U AIIOW: GRruND Acctts HOLE UNlll"R CMl.lNO Acctts HOLE SUP-FIT CONNECTION TO AASHTO STANDARDS ELECffllCAL ENC1.0!IURE ATTACHMENT BRACKET STAINL£SIS S1!EL TAPS WELDED IN HUB 0 JACKING BRAa<ETS JACl<INC BRACKETS CIIROUNDINO LUO IIRE ACCESS HANDHOt.E JACl<ING IIRACKETS SUP-FlT ATTACHMENT TO BASE POLES SHALL MtET CITY STANDAAOS, OBTAIN APPROVAL FROM PARK AND RECREATIONAL OEPAR1MENT PRIOR TO PURCHASING/lNSTAI.LA TION. POLE SECTION DETAIL SCALE: NONE HMIOH01.E COVER iltC1 RECEPTACU: EAHIIPROOF LOCKABLE CO'vtR POLE OUTLET DETAIL SCALE: NONE SCHMIDT DESIGN OR.0UP, INC. Ccr-1a,u1.T1N• IC1..r:cTl'tlCIAL. IN!a1Hlt1111l• 4'71 'Ill P'ALM AVltNUE LA MESA, CA 919141 ·5221 61 'iii / 466 / 6224 l'"AX 466 / 6233 [·MAIL: ltNGIINl:;i£N@TNEt■O.CC,M TREI # 5 □2 □41 \l' ... HATMANAI( 11/03/04 • 21::Jl::J .. M Ql;\02\■02C41c\ACAOPAOJ\ACA0\$04 1Cl¢10, Pwil PROJECT NO,: 02-403 DATE, NOVEMBER 4, 2004 I.I.LANCING ARTISTIC EXPRESSION l·N DEStCN WITH ENVIRONMENTAL SENSITIVIT"I 2655 Founh Avenue, San Diogo, CA 92103 telephone {619) 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. c• 2138, NV 219, AZ 34139 ' i ' 10P TM"ER DOWNWARD 10 HOU.OW CENTER TAJ111:1118> UPPER SECTION FOA SUP-F1T lJf'l'INC HOLE lJf'l'INC BAA GROUND UNt u EPOXY COA TINO TAPERED L!YEL HANDHCU Ar HANDH0l[ COVE.1t lf r-VIEDClE ACOESS HOL£. IELOW QRADE MUS00 !tlAI.L PROW)( STRUClURAL CALCULATION F'ROM A CALIFORNIA REGISTERED STRUCTURAL ENGINEER FOR THE VARIOUS POLE CONFlGURA'IKlNS. CONTRACTOR SHALL INSTALL PER STRUCTURAL FOUNDATION DRA'MNGS HORIZONTAL 1IES PRES,RE:$SED SlEEL CABLES S'IEEL REINFORCINC POLE BASE/FOUNDATION DETAIL , c , SCALE: NONE , E-8.0.., l----+--+-----------,.....---1+--+--+----I ~I CITJORE~!~ fu\~~~AD If~ PINE AVENUE PARK SPORT LIGHTING DETAILS E-6.0 I ' ' r _J II I ,I I: ·•i I 1 ,, ' " 1ICIID ¥11.T 'ft> llfSTRllliJ'!KII ,. Ml!L - IINGLE UNE DIAGR.11111 · r·· -----___ ..:._ _____ -f ~ .... _[ UGffflNG C0NTAC11at NlH '11M1!: CLOCK I I I I I I I I I I I I I : I I I I I . Ol'F. SEE DIAGRAM B/E-1.1 (TYPICAL f'OR 7) !' ,--C3- t--+--+--...r·~i1 •• ,;... __ .. · -----1-... · --·-..J1!--·"'~ .. --!-_______ .,.f_-_-...:.rr---------------1 13 II i l I I I +--+---r:ri,.,;..-....J;I----------J1......i, I'~ j th 1 : I I ' I II 9 I 'i j : A ~ I . , . L!o.""' ...J""'"'li--------.;.c .. _-_--:.... ______________ J r··-, C4· -., I .: , ~ : . , r··------------·-··1 t--+--+--◄T1 \,.:...--~,---------.i'.J..r ---!L.."'f!~i--~!1----------,1,.1-••'f : ! • ' ' I I I I I I ~ ; ' I .!. I I /'1'-1 : I [ •I• I I I .,_ __ ,•1.,;'.;.1 __ -1'----------.ii· .. · .... .j....""4.J I I A : ! · , w~!--' L .... :... ______________ J I I I I , I : , ,-~-, , I :11 I .ii/>,' ,CII i I \ljl' I r••-••-••-••-••-••7 ►-+---+---<',"';"" 13 I ' . . ' ! ;~ ....... ,L.,.. _______ ... , _...:,,,,.,.___,'\, ___ ~'"'1 I l,e i i i 1 ' I : i ~~~-~.,~~-~-------~"'•-~·:~ I , /'1'-1~~-~➔-i: I I ' ,ti : i I : -I I t7 I I .: I I j I ' g I ' ,, -........... "\.r--.....li.....J I ' • .it' C I .. J I L-------' ----------------· II r~·, Cl a ! I I~ : r··-:-··----------·~7 ....,_..,__.._ __ _,1'----+-i------...1.-..... J--4-,....i;~ ....... ,!--------•1-...:,-t, : ! I 1' I I I I -f--4 , : ~L ~ I 1 ! 1 ,1, 1 I l I .,_ __ ,..' I l ! ' ;.t I i ! A I I ti ' I J '1l ~:•:~ C7 L---------•·--·-·· I : 10 1 r··---------------7 .,__.__..,_ __ _,;~ .. I ·---+-----------4,! ...... ,,~: .... ~!--------,l,.I-J1"'0--\,-____ I ..... --ii----r 1 10 i ' i .t i I 1 I I 1 ,,t■, ~I ..L. 12 I ;: I : I I .,__..,. •• ---·"'' ---------.i.11 ..... ,-1,~; .. ·,1119 •A I I ! L.... •• -.J ---------·-----··J I! .-~--, 1c,- ', ... , ', I • r••-••-••-••-••--••7 .... --ii---+--... 1'• 14 I , I 1,:1 ... ~l------~,-.. ,,,.,..,\--v-...... --... · , ______ i 11 ,1 1 I i ;,I, i I l...___""'V--1--,!H ,! j I I I I I • I - I I I I I I .,__ .. A __ , ,_._-+1------..-... l--.""'"'4~1 i1 t: A I I' I L.-,_ .. ....J ..... .:.... .... _••-••-·••-•.i,j ! I i ••"·, C2 I I 1 ' : r··----------;---··7 l'OlE Al 1'01.E A2 !POLE 82 POL! 81 11ME CLOCK SIET TO 1IJIIN POL! Al OFF AT 10: 30 P.M. MOUNT IN CONlPIOL PANEL TORK CAT# OWZ100A ______ _J (ljj·--, I I I I ~-..J r·· I ' TC ,7 I I ____ J rai··-, I I I I Off' I, Ll!! •• ....J , I • -CLOCK SET TO 1\JIIN UOHTS Off AT 10: 00 P.M. MOUNT IN • : CONTlltOL PANEL TORK CAT# OWZ100A ----- ----. ....J --1--6-..:...i---•L 1IME CI.OCI< SET TO 'MIN UIIH1I OfF AT 10: 00 P.M. MOUNT IN CONlPIOL PANEL TORK CATI DWZ100A MOMENTARY 2 POLI ROTARY SWITCH MOUNT IN CONlROL CAIIIINET CO','ER • (T'IPtCAL FOR 3) 120 VOLT TO l'ANIL 'A' ,---------------1--1-------.,----------------1--1------,...,1,.-..... ;...._N r·· -----·-------, r·· .. ··-·-------..... 7 r·~ ·-----------7 I I I I I I I C 0 I C 0 i I I Cl 0 ' I I I I I I I I I I I I ' ' I I I I I ' I :, TO SPORTS FIELD I TO Sl"ORTS FIELD I TO SPOfflS FIELD ' LIGHT FIXllJRES I LIGHT FIXl\JRES I UQHT FIXllJRES I I I • I :, I I I I I t I I I I I I I I I I I I :1 I I ; I I I ' I I I I ___________ _j ___________ ._J I •• .. ___________ __J -- TO 2011V TO 201V TO 20l!V PANn. PANEL PANEL TYPICAL SPORTS Fll!LD LIGHTINC3 CONTROLS B SCALE: NONE E-8.1 POLE SCHEDULE POLI QTY.+ 1'1!1..D POLE TYPE Of' COHTACTOR NO. HEIGHT l'IXTUFIE8 MUEICO CAT. N(). ZONE ti FEIT PIA POLE LD. A1i 110 l-@ l.SS80AA-1&00-1l.C-MZ C3 2 A2 IIO l-@ LSS80AA-t!I00-1LC-MZ C4 2 ' ' ' : T' 20 I i I 111 ! . I •1'----"-'"-----. I II 1 I !,, i I i I I I 1'01.t S3 t--+---<•~a2;:;;.._--i'i.---------.Ji.'' ..... ·.:.....i·•:1-..... ---------i.!-...:'1'1,.____,'V_.._-i!~-I : I I I I 1/ I I I -I 81 IIO 1o-@ LSSIOAA-1!!00-1LC-MZ ,(:$ 2 ' I ' II ... ____ 1 24 I , j : j I A,.____,\.,-__ ..,___, ! • .,;.;..--+,------Ml~-1~i...1 ~t _..,,~, I C , _ j I I L-.• ...J ··-··-··-··-··~-SUB PANEL AT POLE BY L------------·• ....... ·• .. ---__J ' ' ' ' I I SPORTS LIGHTIN ROL DIAC3RAM A SCALE: NONE I ' MANUF ACMER (ffl'ICAI,) 11111'UR,-IN & RATTAN II~ CNIIIINll:l'.lll!INIII, INCi, COH.UL.TINU i:L.&C:l"T'IIIIDAI. i:NjJtNSC1t• .71 9 PALM AVENUE LA MIE.IIIA, CA 'il1941-$.221 619 / 461!1 / 62::114 P'A'K 4,9,e I cUIS3 E•MAIL.: ENII-INEEft@TREl■D,CICIM TREI # !'102041 V,IIIIHAT-H~H_.,K 11/03/04 • l:33fOM tB ;\C:I\.OJID4 11:1\AOAOPIII OJ\ACA0\11041i¢16b 1. ~IIMG i 82 IIO 1o-@ I.SSIOAA-1 !I00-1LC-MZ CII 3 ; ' SI 70 1o-@ 1.SS?OA-1!!00-1\.C-MZ C1 3 S2 IIO 1-@ LSSIIOAA-1500-1l.C-MZ C1 1 S3• 80 1-@ I.SSl!IOM-1500-ft.C-MZ C2 1 -- ---- SCHMIDT DJlSIGN GROUP, IN<!:. ~, CITY OF CARLSBAD ,~ ~===~;:::~t:::::::::::::::::::::::::t:::.t:::j::::t::j ~. RECM:AllCJN DEPARTMENT . L.!QQJ P~O.t:CT NO.: 02-403 DA TE: NO MBER 4, 200-4- IALANCHIIG ARTISTIC EXPRESSIONi IN lbl:SICN WtTH ENVIRONMENTAL SENSlTIVllfY 2655 Fourth Avenue, San Diego, CA 921<1>3 telephone {619} 236-1462 facsimile {619} 236-s7,2 www.schmldtdesian.com Lie. CA 213!, NV 219, AZ 34139 I I REVISION DESCRIPTION DA 111 INITIAL C!lY N'f'ROVAL PINE AVENUE PARK SPORTS LIGHTING DIAGRAMS E-6.1 RVWO BY: 38022 STEYAERT I ORA WING NO. 421-IA __J ' ' I ' ii . I' ,, ii ' i ii ,---------~, _.__ ___ ~ _____________ ;__ _______________________ _gc:YJUP~0~3!:j-1!_B_7 Ml----.!!1ll.'0:::...1V~'AC~FIIIOM=...!:P~ANE~L ...!!'L:!.1'' ___ .....jN _,,,,--120\I AS imlhuiillCAL 'lltra.D I ,, ' i1 1: ' ' I ! , I ! ' ' ' : i ' ' ' I I ' l~TURPIN .. l:NCIINH:fll.lNO, INCi, OcN•u1.T1Na E1.1£QIT .. ICIAL. ,,...1Nat.t• .. ., 1 Ii ?ALM AVENUE I..A MESA, CA 111941•!5121 II 1 ii / 468 / 115224 ,-AX 4dl!i / e.Q3:I £•MAIL: ENCIINltltll@TllllCl■Cl,DICIM TREI # 902041 V.IIIHATMAMAK 11/03/04 • .l:33PM Iii t\D:l\■Oa04 I CI\ACADPRD .J\ACAD\aiCl4 JiQ.,.ll!JO. ~w• I I ZONE 4 • , ZONE II • 120 VMj l'ROM PANl!L 'L1' N lll'IY'I 33 TC-t .,_..., ·..:---.1· ______ .,,.rc'~--t HAND OFF I I I I .,__r_!i!'..:'-----------1;•i1i-l---1•-•·-, I I I 1IUEClOCI( Tt-t .,_..,.1 ••1:...---------ltili----1•-., > PM<ING LOT U!lH'IS I I ..I..$ I • ri11--1--J I .,__-r 1 .,7 __________ _...,:l"----1--•"'\ i 11r I I .,__,.1 •1"---•'----....,-..1;1:li-----1--• ,. P~KU'IO LOT' UGH'IS I i I ........ ..L.11 i ·'1 ,!1---1--0_ I I ........ ..:•---------~;:1-1---1•-- I I 1:1 I I 1:1 I I I I 'l'O 2 flj'p£ 'O' SIONAGIE UOHlS PAM COIIT.4CT FAA£ CONTACT ....,_,l-..,:2:.----i,------1;111----1--,.: ....... I • 4 ~I } PIMl<l«t 'LOIi' UGH1'1 I 1--.-:i••=AA:.... __ ....., ___ ....,~111►1---1--•} 1 3♦ i RKWAY U0HTS ......... .,;;:..-------~,1---1-- ZONI! NO. 4 8 N01E: '1 I 111 I I 1:1 SCHEDULE TIMI ON 1/2 ~ BEFORE SUNSET 1/2 ijOUR BEFORE SUNSET 1/2 t+()lJR BEFORE SUNSET FOR ZONE'S 1 -:S. Sl!lt SPORTS UGH'IING CONTAOL DIAGRAM A/E-10, TIMI Ol'P 10:110 PM 10::JO PM SUIIIIME !PIW: CONTACT IPMt: CONTACT SITE LIGHTING CONTAOL SCHEMA TIC NO SCALE , ,/ YlnH 11 HOUR REl:itR'II:: l'O\WJt NfO AIJTO TC-3 / SICIP DAY FEA'TUIIE. TYP1CAL FCft (3) I HAND OFF I I I 'IIMtCLoa< lC-3 .,_-,/-:1 ~ 1~3--------~•il""---1-- 1 'i } #ff NClCD ..I.. 11 ·•-+--n~----------t.,h~--1-- I -1, .! i 1 ~►-•l-•1---} l ,. : WUWAY UGH1S +---~~---------1·11-----'I I +----~·1 .,:21~----------1:11---•·--} l I '' WM.l<WAY UGH1S .... -"~~23t...-------~::1---1--- I -I 1--.'TI\; -----------f;:1-1 --·--} i "1 : WALXWAY UOH'l'S +--4~'"-------~•,11---,1--, I I .... -,f~;I l,.l2l~--------l:!1-1 --11-...,;} l :,i .: M.kWAY UOH'IS t--,{..::~-------....1,!1~--·---I I 1--.~"f"'.::31L------,----1;::11---,,-.. l : } M.kWAY UCH'IS ......... ~37~-------~·':11-1--•'--' I I I .,_...,/"7°'!",, .:.M~-------~1:1-1 --•--} l_ 41 i WAI..IIWAY UOH'IS t-4.::!.....------~•11-1 --·--' I I ..,._, -:'·, .:•~----------1;:1~--·---l : } -~y UOH'l'S +--n.:.10~---------1;:1►---•-- 1 I 1 •• 1.;.:2,._ ________ _,1::1---·--·} l 14 : WM.l<WAY UOH'IS. l--4~.:.::;_---------l'!'lii----1--.. ,1 I t--,J-T, ~1~•--------~;1fl""---1-.....:} I 11 '1 ~AY LIGHTS -~1 ,:---·-- ' ..,._, -r,, ~20~----------1::, .. : ---•--• 1 : } WMJ<WAY UQH'IS 1--t .,.:::22 ________ _,,: ... 1 --·-- ' 2♦ I i ;r►-----•} ART NODtll .,_-,/.1....:21=.. _______ ~··111,.1--•--,, I l.,::B:...--------~;,!1-1--1---} l I WALKWAY LlOH'IS •30 1l1-1--1•--' I ..... -<"7"• ::~1---1---= I •• : } WAU<WAY UGH'IS 1--T .,:"":::...--------1·:~1---1-- I 1-....t' ..,:;40::....-------~·:, .. __ . __ I I I .__, .,.;.:42 ________ _....~1--- 1jl 1 --► I I~ I I ,:1 I I 1:1 I I 111 ·- SHAD£ STRUCTURE UGH1S SHADE SlRUCTURE LIGHTS SPARE CONTI.Ct !l'ARE CONTACT !PARI CONTACT !PARE CONTACT SCHMIDT DESIGN GROUP, INC. ....---+--i--------------+---1---1---.1-----1 ~ I c1rJCREqr~ £f]rk1~Ao I~ PROJECT ~O.: 02-•03 DA TE: N0\1£MISE~ 4, 2004 BALANCING All:TISTIC EXPll:ess10N IN Dt:SIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 9211>3 telephone {619) 236-1462 facsimile {619) 2)6-8792 www.schmldtdeslgn.com Lit, CA 213', NV 219, AZ 3•1139 PINE AVENUE PARK SITE LIGHTING DIAGRAMS (E-7.0) A)~~.1 . .,( ~~~KA. STEYAERT ,/A,,,6,J.e p.l'bti nEV-~A 2020 EX 04/30 1~ D~,r "iffiii:'ll'l. n--·---------------+-:DA~11==-+.:,lffll=AL,-1-~DA""•,,,....j.,...,'N1"'1IAL..-1 ~v: s;, I PROJECT No. I DRAWINo 1110. Dal NH .,, -RE\ilSION DESCRIPTION 1--==-.. i.;li::;:Wil.:::~:::...i~Cl::.:lY::..Al'PflOll..J..:::.::::~:::..i RVWI) BY: • • . 38022 . 421-!IA Ii I' i I _J r -- CONSTRUCTION LEGEND: DESCRIPTION SYMBOL DETAIL PLAYGROUND EQUIPMENT LEGEND CUP 03-'11 DESC'RIPTION SYMBOL DETAIL ® 4' CHA""1 LINK F!NC! AT'F'l.AY AREA -x---x---0i I VCISTING PLAY !QUIPMt!NT ON SITE TO 81! RELOCATED M.-1.e PLANTM AMAi PA see F'l.ANTING Pl.ANS ·--~ 0 I ® 5' WIDE, SINGLE SWING CHAIN LINK OAT!: 8D!ll80 -20 EXIITING TREES TO IE PffOTECTEO IN PLACE PEPI SPECS, TYP. CON'l'FIACTOR SHALL !IE , 8 C/L-1.1 PLAY EOUll"Ml!NT MANUFACTIJM:R: LANDSCAPE !lTRUCTlJffl:S, AVAILABLE THROUGH COMT R£CR£ATION RESPONSl&LE TO PROTECT EXISTING mEE ROOTS OURl'NG DEMOLITION ANO CONSTRUCTION. ', ~ NIA (OR APPROVED EQUAL) 3151 AIRWAY AVE .. SUITE A-3, COSTA MESA, CA 92626. (714) 619-0100. CONTACT: ./ GREGG ROGERS -® 10' WIDE DOIJILE SWING CHAIN LINK GATE M SD!IISD-20 DESCRIPTION . ---. ~ ~ EJCl$TING CUlltll AND GUTTER, TYP. l'IIIOT!CT IN PLACE UNLESS NOTED ON CIVIL ENG'INl!l!M _,,_ - - -----. ----. . . B/L-1.t . . NIA Pl"'Nil •. .. [!] 3 EXPANS!ON JOff<IT, TYi". WITH DOWEL P'l!R CONTACT JOINT. ® ROLLED CUPIB (MAINTENANCE ACCESS) SEE CML SMETS &INOLE POST SWING !leT ~1 SOR.SD #0-1111 MODEL# 122837B; SINGLE POST SWING W/2 l!IELT & PULL BUCKET SEATS ~TINO CONCRETE~. T'f'll'. PROTIECT IN l'LAOE. I ti ti I [II [!ti~! l{I III 11~1 I @1111:MOVAl!ILE BOLLARD • 111.-,.• fl] 8"1'11NG RIDE!R . . © CONCMTI! "AVINO: IIEDl'LJM 9PtOOM l'ltNll!IH. COLOR NATURAL GRAY. SEE CML 1-· .. ·. ·~ I SEE CIVlt DAAWINOS MODEL# 13553,ffl: ~CT l!IURY Z!9AA S""'lf;IG PIIDER . ,. . C-8.0 Flt.ANS FOR THIO(NESS SEE PLANTING ANO ~ I @ GRASS MOUNDS CIVIL SHEETS Sl'PIING R10ER C!) COffCR!TE "AVINO: MEDIUM MOOM ~911. COLOR NATURAL Gl'tAY. SEE CMl !'1;1"7;-Y // /Yr SEE CIVIL DAAWINGS MODEL# 13553511; DNIECT BURY SEAHOPISE Sl"ftlNG RlOEFI. · PLANS FOR THIOKNESS C-8.0 @PARK ENTRY Sl<!IN [!] -··-Hll-1.5 TOT LOT AGE 2•5 0 POUROUS CONCRETE "Al/ING. COLOR: INTEGRAL COLOR TO MATCH DAVIS 'I; I; I; '/;7 l;'I; SEE CML Dl'IAWtNGS MOOEL# 27237; PLAY'l!IHAl"EFI. PIAYSTRUCTURI!: POST COLOR.: PINE GPIEEN AOOSE OR APPROVED EQUAL. SEE CIVIL "LAN FOR THICKNESS C-8.0 /,I;, I;, I;, I;, I;, ( ®(NOTU'IED) [!] © COLORED CONCllt.ETE PAVING. HANO SEEDED ARIZONA RIVER ROCK f-1' SIJPPLl!!t,BY KP!C ROCK (790) SEE CIVIL DRAWINGS SPRING R10eR . MODEL# 13553811; 01111ECT BURY D0LPHtN SPFIING RIDER + + + + + + + t + + + + + + 7+4-1038 OFI. APPROVED EQ. COLOR: INTEGRAL COLOA TO MATCH DAVIS ADOBE OIi APP1'1.0VEO EQUAL. + • • • • + + t + + + • + + • + + + + + + + + + + + + + c-e.o + + • + + + + + + • + • + + S£E CIVIL PLAN'S FOR THtCKNl!SS + + + + + + + + + • + + + + ® LIGHT FIXTURES, TY!>ICAL i~SZ 9 SEE ELECTRICM. ~ SITE SIGNAGE: © Rl!INFORCEO COLOl'ED CONCRETE "AVINO. H.IIND !R!l!!Ol!I) ARl!ONA IWl!FI. ~ f-1• SUPP!Jll!D 8Y ~if:"rt"~r?iY/.if:"4 SEE CIVIL DPIAWl'NOS SHEETS KRC ROCK (780) 744-10311 OR APPROVED EQ, COLOR: INTEGRAL COLOR TO MATCH DAVIS A008e OR c-e.o NOTE: ' ' ' APPROVED EQU,t;L. SEE CIVIL PLANS FOR THICKNESS ®STEEL EDGING 11 8,0/L-1.5 1. LOCATION AND ORIENTATION OF ALL SIGNAGE MUST !IE A"l'f!OVEO IN THE FIELD !!Y ® ASl";W. T C~ PAl/114(1, SH CML PLANS FOR T~KN!!!IB I < I SEE CIVlt DAAWlfllGS LANDSCAPE ARCHITECT ANO CITY OF CALRSBAD -C-8.0 ® PtCNIC SHAD! STFI.UCTVRE. MOoet. l!l-1 'P'ICNIC' MANUFACTUPIER: SHADE STRUCTUIIIES. F'HONI!: ' ~ 2. SEE SPECIFICATIONS SIGN SCHEDULE SECTION 10439 ----·-=--760-831-1273, OR APPROVED EQUAL INSTALL PE'R MANUFACTURER'S RECOMMENDATIONS. POST COLOR.: SEE SHEET L-3,0 ® ENHANCED RAISED CONCRETE P'AVING FOR ADA Pl!O!STPIIAN Cl'IOSSING. EIL-1.9 ($I-IT. 79) PINE GREEN; COLOUR.SHADE CLOTH: 'DESERT SANO' 3. PER SDPISO #M-28A, M-2', POST P'ER SOM-11!>2 COLOR.: INTEGRAL COLOR TO MATCH DAVIS ADOBE OFI. APPFIOVEO EQUAL. ® AMPHITHEATER. SHADE STRUCTURE. MODEL A-1 'STAGE' MANUFACTURER: SHADE STRUCTURES. ~ 4. IEE TRAFFIC CONTROL SIGNAC!E & STRIPING PLAN SEE SHEET I ' ' ... · 1 PHONE: 760-831-1273, OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SHEET L-3.0 L-1.1 THROUGH L-1.4 FOR ® 2" (NON-STA81.EIZED) DECOMPOSED GPIANITE PAVING. COLOR: CALl!'OPINIA GOI.D. A/l-1.5 POST COLOR: PINE GREEN: COLOURSHADE CLOTH: 'OESE'RT SANO' [El DISAltLEO PARKING: SORSD M26A MANUFACTURER: SOUTHWEST 80\JLDIER SUPPLY (OR APPROVED EQUAL) 760-751-333111 . LANDSCAPE CONSTRUCTION EQUIPMENT & SITE FURNISHING LEGEND: SYMBOL DETAIL QUANTITY ® TURF BLOCK: MANUFACTURER: INWIIM.E STRUCTURES, INC. (7'90) 436-9232 Ofl CCIOO.ClCOCJClO~ @] VAN ACCESSll!ll! DISAIILEO "-'Ftl<ING: SDPISD M28A, M28111 PLANS APPROVED EQU,loL. INSTALL PER MANUl'ACTURE'S 11NSTURCT!Off$ CJ C CJ C C Cl Cl Cl CJ Cl CJ "" ® 2' wibe BANOS OF EXPOSED AGGREGATE. HAND SEEDED WITH APll 7 ~4 .. -· "~' 1/2"'-1' ® BIKE IILOCK MODEL: CONCRETE BtKI!: l!ILOCK 'MANUFACTURER: ROBBINS PFI.ECAST, INC. N/A 18 L-1.4 FOR LANDSCAPE NOTES F~~~t&/~~ 909-277-8888 OR APPROVED EQ. INSTALL PER MANUFACTURER'S RECOMMENDATIONS SUPPLIED BY KRC ROCK (760) 744-1036 OR APPROVED eau.i.L. CONCRETE PAVING COLOR: -jT3al L-1.5 THROUGH L-1.9 FOR NATUPIAL GRAY; THICKNESS VARIES. SEE CML F'l.ANS ® BARSECUE GRILL MODEL: QC-BBQ 2230 T2 (LSB) MANUFACTURER: QUICKCRETIE G/L-1.7 4 ISA SIGN: D/L 1.9 909-737-6240 OR APPROVED EQ. INSTALL PER MANUFACTURER'S RECOMMENDATIONS LANDSCAPE CONST. DETAILS ® SYNTHETIC (ARTIFICIAL) TURI'. !IEE Cl\ll. DFI.AWINOI FOR DRAINAGE 'PLAN Mffl ,~~~~~~~~~~~! see CIVIL DRAWINGS ~ HOT ASH CONTAINER MODEL: Q-PSHA-2942 T2(LSB)M,loNUfACTURER: OUtCKCRETE • lr3bl IBA DIRECTIONAL SIGN: D/L 1.9 SPECIFICATIONS. COLOR: GREEN C-5.7 • 909-737-6240 OFI. APPROVED EQ. INSTALL PER MANUFACTURER'S RECOMMENDATIONS NIA 1 @SYNTHETIC (ARTlf'ICIAL) TUFI.F. 9EE Cl\ll. DRAWINGI FOR Dll!AINAOE PLAN ANO ~ SEE CIVIL DRAWINGS ® HOMEPLATE MODEL: l!!OI.CO 300-AS IIWIIUFACTUAER: TOMAFI.K SPORTS, IIOll-371-1844 Ofl NIA 3 ~ SDRSD M28A (MODIFIED); SEE SPECIFICATION INOEX APPROVED EQ. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 0 Sl'EClflCATIOtlS. COLOR: BFIOWN C-5.7 ® l!IASE!BALL BASES MODEL: BOLOO 17~Ml (CATALOG) NO'tE: NEED WAFFLE BOTTONI. NO GROUND ANCHOR. NEEDED. DELIVER. TO CITY OF CAALSl!IAD, RESIDENT ENGINEER. ' NIA 3 ," ® INFIELD Ml!!(: .f' 'MOK CORONA CLAY 'AINOl!L MIX' M. APl'ROV!D EQUAL. I l MANUFACTIJRER: THROUGH TOMARK SPORTS OR APPROVED EQUAL BIO ALTERNATIVE ITEMS : GIL•1.5 PHONE: 909-371-1844 / TOMARK.COM INSTALL PER MANUF. FI.ECOMMENOATIONS ~ 1 "11cH ···s MOUND: MOOEL: JR. GAME MouND # 109114 -~ MANUFACTURER: TOMARK OR APPROVED EQUAL NIA 3 DESCRIPTION ® RESILIENT FI.UHl!FI.IZEO SURf.l.C!NC!. MAUl'ACTUPll!A: StlRFACI! AMEl'IICA !E/L-1.e, F/l-1.9 ASSEMBLE PER MANUFACTURE"S RECOMMfNOATIONS SVMIIOL DETAIL THROUGH COAST RECREATION/ LANDSCAPE STRUCTURES. PHONE: SEE SPECIFICATIONS © M,O,Ol&ON Ei'IITRANCE '~ 949-55:l-8085. COLOR: ROYAL BLUE ®PITCHING RUBBER MODEL: BOLCO 450-C1 (CATALOC!#101S2) ' -· MANUFACTURER: THROUGH TOMARK SPORT$ OR APPROVED EQUAL , NIA 3 iii + • • • • + + + + • + • + • PHONE: 909-371-1&44. INSTALL PER M,._NUFACTURER'S RECOMMENDATIONS . ® RESILIENT RUlll!ll!RIZEO !!~FACING. MAUl'ACTURl!'R: IURFACI! AMERICA + • + • + + • • + + + • + + EIL-1.e, ~/L-1.9 ' + + + + + + + + • + + + + + THROUGH COAST RECREATION/ LANO$CAPE STRUCTUPIES. PHONE: + + + + + + + + + + + + + • ® 3" STABILIZl!:D DIECOMPOSED GRANITE PAVING. COLOR: CALIFORNIA GOLD, ,' V ' ' o• \' ,, ' + + ♦ • + + + + + + + + + + SEE SPECIFICATIONS " ' ® !!AT RACK MODEL: LA STIEELCRAFT BR-15 MANUFACTURER: SOUTHWEST BOULDER SUPPLY (OR APPROVED EQUAL) '/ 'v C'\'"J') JC V ,; ' 1111.-1.5 IM9-55:l-8085, COLOR: DARK GREEN ,. ? •:· V "7 V ? <;> ':' '. V \- MANUFACTURER: THROUGH MIRACLE F''LAYOMOUN0 SALES OR APPPIOVED EQUAL -C,F/L-1.7 2 760-751,3333 \' ·;; ''.' V ,;, <_> ". 'C' ':I V " \'• ( 19) CONCRl!TI! MOW CURI. INTl!GIIW. COLOR TO MATCH DAVIS AD08E OR #'fl'ROVl!D l!!OUAL PHONE: 800-264-7225. INSTALL f'ER MANUFACTURER'S RECOMMENDATIONS ''\! CIL-1.5 ® WOOD flDGING ' ® Pl.AVER'!! 81!NCli MODEL: LA STEELCRM'T LIA-15PC D/L-1.5 @CONCPIETE M(1(lt CURii. COLOR HATUAAL GftEY CIL-1.B (MIFI.ACLE 1250) ALUMINUM 15' DIRECT BURY lt!NCH C,F/L-1.7 MANUFACTURER: THROUGH MIRACLE PLAYGROUND SALl!!S OR APPFI.OVED EQUAL 2 PHONE: 800-264-7225. INSTALL PER MANUFACTURER'S RECOMMENDATIONS © I' PRIVACY WOOD FENCE -, .. E/L-1.e ~ """"""""-"' """""' NIA (2~ SATTING CAGE M.-1.9 ----1 -·~-·--· ----~ ® IN~-11.oet< 11' W,loLJ. / l"I.AHTER □ E/l-1.7 SCOltELINE,TYl"ICJ,L SMSD #G-fO ® !!ASKET l!IALL NODE: BASKETBALL POST BACKl!IOARD & Nl!T: ~.A. ITEELCRiAFT 1244-08, DIL-1.7 1 ®CUIIIIRAMP ~ RIM Hll600 & BACKBOARD 09-0798 OR Al'PROVED EQUAL ® (e\ llf!NMS. MOOEL: Q2CLSMII, COLOR: CS. TE)(TUM: T1 (SMOOT~ l!IDRSD #0-27 ®BACKSTOP !!!!!!! NIA M-1.8 1 MANUF.: OUCKCAETE, OR APPROVED EQUAL P'HONE: 919-737-62<40. -·-·· INSTALL PER MAHUFACTUAEPl'S RECOMMENDATIONS ® C1'IC1.Jl.,tll OONetl!ETE SEAT WALL 0 lll,Cll·1.8 ® l!LECTNCSL UCJHT F'OU! :0 91!1!! ELECTRlall. ®l!ILEAC1-fl!RS MODEL: 126413 4 llt.OW, 21' STAHOAm:> l I PLAHS ® ART SCULPTUM:. SCULPTUPIE "A0\111DED ANO INSTALLED l!l'I' ARTIST. SEE CIVIL -MANUFACTUPIER: THROUGH TOMARK SPOATS, 0111 Af'1l'FIOYl!:O EQUAL PHONE 900-371-1&44. NIA 2 ORAWINGS FOR DPIIANAGE, AND l!:LECTRICAL FOR LIGHTING. CONTRACTOR • Pl!!RARTIST INSTALL PER MANUFACTURER'S RECOMMENDATIONS '. ® REPLACE ARTIFICIAL GREl!N TURF WITH NATURAL TUFI.F AND IRRIGATION. REFER TO SHALL COORDINATE WORK WITH ARTIST. ®PICNIC TAl!LI! MODEL: O-Ll!T-98-ADA PT. COLOR.: C5. TEXTUPIE: T1 REF'LACE ARTIFICAL l!IROWN TURF WITH INFEILD MIX. NIA SPECIFICATIONS 11111111111111111111111 MANUFACTURl!:R: QUCKCRIETE, OR APPROVED EQUAL PHONE: 919-737-6240. b:l N/A t ® 10' WIDE PEDESTRIAN CPIOSSWALK. (::Ol.Ofl: INTRAOAL COLOR TO MATCH !)AVIS GIL-1.9 (SHEET 791 INSTALL PER MANUFACTURER'S RECOMMeNDATIOtlS ADOBE OR APPROVED l!OUAL. ® BENCH MODEL: Q2CLS8411. COLOR: CII. TEXTURE: T1 (!IMOOTH) " -·-·--·--MANUFACTURER: QUCKCRETE, OR APPROVED EQUAL PHONE: 919-737•6240. !!!!!I N/A 11 ®. TRAFFIC CONTll'OL lllA«ll!. COLOR: INTEGflt,loL 00!.0R TO MATCH Oil.I/IS ADOIIE INSTALL PER MANUFACTURER'S RECOMMENDATIONS rn OR APPROVED EQUAL ® meE GRATE MODEL: CAST IRON 'ADA' 111!5058 NOT IN CON'l'FIACT: STORAGE BUii.DiNG see SHEET L-2.0 ® 12" CONCl'tETE TACTILE OFI.OOVES ~ . MANUFACTURER: IRONSMITH, OR APPROVED EQUAL l"HONE: 800-338-47e6 0 HIL-1 ,7 23 Forl'leferen010,..,, SDR!!D #0-21! INSTALL PER MANUFACTURER'S RECOMMENDATIONS ' ' ® TRASH MCEl"TACLE MOOEL: TFl32 RFI & LIi!>: TALD 32. COLOR: C-14. TEXTURE: SMOOTH l!IORSD #SOM-107 ® ORINKING FOUNT MN. MODEL: HAWS 3202 Wll"AUCET C0\/1!". COLOR: GREl!N. iii@ AS MODIFIED MANUFACTURER: SAN DIEGO PRECAST CONCRETE, OR APPROVED EQUAL I>: 619-449"81!10 Cl N/A 12 MANUFACTURER: HAWS CORFIORATION, PHONE: 7!16-359-4712 OR APPROVED l!OUJIII. D,F/L 1.6 INSTALL PER MANUFACTURER'S RECOMMENDATIONS ~---® 2' WIDE !Ill.ND OIi' INTEOIIW. COLOR 'l"H.IOIIIINO' ltA\ll!Ml!NT. 0 SEE CML CIJIIAWINOS ® 8ULLF't!N LA'i'OUT A,B/L-1.7 2 INSCRIPTION av APITIST SAN091.ASTED INTO "AVEMENT. Sl'E 9Hl!!eT L-1.Sll!l FOR DETAIL B/L-1.8 -•-e ®OIJOOtJTLAYOUT ® CONClllll!TE STAIM (STAGE AMA) -C,FIL-1.1 2 -:;...--:-_ -SEE CMl DRAWINGS ~ ' ·-·-IT£] CITY OF CARLSBAD ~ ® CONCMTI! RA,. (STAM ARl!AJ ~ ) ~ ~~ SEE CML DAAWINGS !t 7 RECREATION DEPARTMENT 00 ✓ 132 S C H M I O T O E SI G N GROUP, -PINE AVE 1NUE PARK I 1r (H) X :M'(W) 9Tl!M WALL/ SEAT WAII.L AT ST.t.GE Ml!!A CJL-1.e INC. u-J1-:r --- ~ . ~-0:"-'J!:I ). LANDSCAPE CONSTRUCTION @STAGE IALANCINC A·lll:TISTIC E)(PRE$SION IN ClESICiN ~ r,11l ~~,~ NIA ••• WITM ENVIRONM£NtA.L SENSl'f'IVITY ~ LEGEND L-1.0 SEE CIVN. DRAWINGS ~ 0~ c~1-1f0 ® THICKl!:'NEO CONCRETE EDGE AT PLAY !«EA 1655 Fourth _...enue, Sa• Diep, CA gno, _AP:,f~j,_ED., ,1fij:,_,,,. ~ARK A. STEYAERT ~//~ . E/L-1.5 -~· telephone {619) 236-146> facsimll• {619) 13'6-&19• ''. ::, ,·..., PIIOJ!:CT NO,: 0-2-403 www.schmldtdesl,gn.com O,A lt: NO\IEMII£~ 4, 200. PARK DEV. MANA<'IR RLA 2020 E~, 4/30/0S~DATE ® 12' CHAIN LNIC FENCi! ••• LIC. CA 1138, l<V 219, AZ 34139 OESIGNED IY: OS. cc. ss M-1.8 DWN BY: PROJECT N~ DRAWN B~ CC, KC, JS, IV DRAWING NO. DATE INITIAL DATE INITIAL DATt: INITIAL CHKD BY: CHECKED IY: .J,J, (IS ·-REVISION DESCRIPTION 38022 421-5A ENGINEER OF WO!'IK OTI-IER APPROVAL C1TY APPROVAL RVWO BY: L ' . --~ --~·--·•J~-----~----·-...,_.._ r -CUP03-18 I I I I I I ;: HARD IN G 0 STREET 0 ..... EXISTING TELEPHONE CE ( ) EXISTING FLAGPOL , µ.r-____ __,, E + + + + + + + + + 0 + + + + + + + + + + + + 0 + + + + .. • + + + + .,, + + + + + + + + •· + + + + + <I " + • Ll + + / + . •• .. .. I . .. 00 .. ..... .. ,:i . ORK., •'j £1 - ' :IE i ~ 'C STING Lt<; .· ,. EXISTING MOW CURB, PROTECT IN P1..ACE NEW MOW CUR!! l I c LEGEND: t I 0 EXPANSION JOINT AT BUILDING SLAB (FOR FUTURE RESTROOM} 0 PAVING PER PLAN Q) CONTROL JOINT OR EXPANSION JOINT, PER F'LAN 0 STORAGE BUILDING FOOT PRINT NOTE: A IF RiESTFroOM l!UILDING IS NOT INSTALLED, PROVIDE CONCRETE PATTERN WITHIN BUILDING ENVELOPE AS SHOWN I. PROVIDE COLO JOINT AT MIN. 5' BEHIND BUILDING EDGE FOR FUTURE BUILDING SLAB C. SEE SHEET L-2.0 REFERENCE SHEET ONLY: STORAGE BUILDING 1 l1-...!E::!.NlA=:Rc.:.G::,,EO,:,· :c...Pl=..=AN=..:·'....l; 8111!...::S~TOR=A..::GE:::..:IML=,:,OING::.::.:.;::,..i.:.(Not~ln::..:.-..:C:::::01'1.:.:ll'.:::aet,:'.!)1...-______________ _ • 10 SCAl.E +++++• + + + + > • • + + + . . ,, . + + + + . . . D V TURF A~ A B s~~0~ _j '\ \ } \ 149 ~---...-, /I~/ \ ~ I ~ \ .--\------.., \ COLD JOINT FOR \ STORAGE BUILDING (llulldlng Not In Con!rad) \ \ SHE'E~~DETA~~ \ \ "~ ' MATCHLINE SEE SHEET L-1.3 SEE SHEET L-1.0 FOR LANDSCAPE CONSTRUCTION LEGEND L-1.1 THROUGH L-1.4 FOR LANDSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES 0 10 20 SCALE: 1._20'-0" ® " 40 . . . ' . . . t + > + + + .4 + + + ~ . . . Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFOl!E YOU DIG N • -I ..J t-w w ::c: en w w en w z -..J ::c: (.) ~ ~ L-1.5 THROUGH L-1.9 FOR LANOSCAPE CONST. DETAILS 1------1-----+--------------------i-----1----1--..-~ I s;aT] CI~fcRE9TfoN ~E~~T~T A ~ ~ SCHMIDT DESIGN GROUP, INC. B.'.L,1.NCINC ARTISTIC EX,IUSSION IN OESIGN WITH ENVIMONMENTAL Sl!:NSITIVITY 2655 Fourth Ave,nue, San Ole..,, CA 9ll0, tele~hone {619) 236-1462 facsimile {619) 1;6-&791 www.schm!dtdmsigru:om Lie. CA 11Jg, HV 219, AZ J41J9 PAo.ECT NO,; 02-403 DA TE: NQVEt,1111!'.R 4, 2004 OESIOHrn BY: OS. cc, ss DRAWN BY: CC, KC, JS, IV CHECl<EO SY: JJ, OS PINE AVENUE PARK LANDSCAPE CONSTRUCTION PLAN L-1.1 1------c--1--+----------------1-----+---l-----+---I OWN BY DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ---,-·--·--·r PROJECT NO. 38022 I DRAWING NO. 421-5A --i j' j! Ii r L --I ..J ljj w l: UJ w w UJ w z -..J :I: i HARDING STREET 0 1 S' CHAIN LINK FENCE TOTAL PERIMETER FOR BATTING CAGE • . :--.... _.c~-'Jc-'----L'C. -~ '//////////////// ///////////// / / / / / / / / / / / / / / / / / / / ELECTRICAL BOX; / / / / / / / / / / / / / / / / / / / / / / / / SEE ELECTICAL 3§" / / / / .wit ./ / / 3l / 12' CHAIN// / / / / / / / / / / / / -i / /SHEETS / / / / / / / -i..;'P.,,, / / / 'o.:_.r / /LINK / / / / / / / / / / / / / / / -, / ''-'--';....TRANSFORMER; / / 12'0NAIN //// ///FENCE//////////////// ?////,SEEELECTICAL //////LINK / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////'SHEETS /////✓,ENCE /////////////////////////////////////,,,,,,,,,, _,,,,.,, ///// /; /~/ ~ /...........,.../ .,.,_,._.,. /~/ ~ /~ ~ ✓ ................. ✓ ~ /~ ~/.,....,...,,,, ~/ ..... ,,..,. ////////////////////////////////////////////////////////// / ~/ 77'? /7"7'" / 777 /'7'7" / 777 /~/ 777 / 77'"/ ~ / 77'"/ J'"77 / /// ~ / / / / / / / / / ///////////////////////////////// ////////////////////, 2 vrs/v,0◊◊~X ///////////////////////////////// ///////////// ////// 1 ///i::///////////////::r/////////////////////////////// / ////////////////////////////////~//////////////1///////// / / / ..:....t../ ✓...::....:, / ..:....:....-/.....:...:,/ / / / / / / / / / / / ~ / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////////////// ////////////////////////////////r/////////////////////// //////////////////////////////// /////////////~////////) //////////////////////////////// /////////////~//////// /////////////////////////////////////////////////////// ///////////+////////////////////r/////////////3////////t //////////?/////////////////////~///////////// //////// ////////////////////////////////1////////////// //////// //////////////////////////////// /////////////////////// ///////////////////////////////// /////////////j///////1/ ///////////////////////////////// ///////////// /////// / / ., .. , .. ,,,(,.. / J'77/77""/ ?"77~ /"'77/77? / / / //// /// // // ///// /// / ///////\(_////////////////////////////////////////1//////t/ /////////~///////~////////////////////////////// ///////// //////////~/~/,r////////////////////////////////////// // ////////////////////////////////////////////////////////7// ////////////////////////////////////////////////////1/////////~4~ / ~ ////////////////////////////////////////////////// /// /// ,~ //////////''',,,'''''///////////////////////////////A / / / / / / / / / / / / / / / MUL T PURPOSE / / / / / / / / / / / / / / / / / / / / / / / ~ / / / 1/ / ////////////////////// /////////////////////// // 7 1/// / / / / / / / / / / / / / / / / / / / / / / / / _ _ . FIELD . . . _ / / / / / / / / / / / / / / / / / / / / / / / / / ,,..,__, / / / / . //////////////////////////////////// ////////////////////////////1///// //////////////////////////////////~//// ///////////////////////j/// ///// ,///////////////////////////////////// . /~ /////////////////////// /// ///// ////////////////////////////////////// ~,~-//////////////////////// ///////// 1///////////////////////////////////// ///////////////////////////////~//)////// //////////////////////////////////////////////////////////////////// //f////// ///////////////////////////////'///////////////////////////////////// ///////// ////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////~///////// 1//////////////////////////////////////////////////////////////////// ///////// //////////////////////////////////////////////////////////////////// ///////// //////////////////////////////////////////////////////////////////// ///////// /////////////////////////////////////////////////////////////////// A//////// ///////////////////////////////////////////////////////////////////~/~//////// '///////////////////////////////////////////////////////////////////////////// //////////////////////////////////Y/////////////////////////////////a//// / //////////////////////////////////////////////////////////////////// ////44 ////////////////////////////////////////////////////////////////,~// //// /// t/////////////////////////////////////////////////////////////////////1///////// //////////////////////////////~/~//////////////////////////////// ///////// /////////////////////////////////////~///////////////////////////// ///// /// //////////////////////////////////////✓~,//////////////////////////////// // //////////////////////////t;////////////~~x///////////////////ft//////3//// 1/////////////////////////'///////////////V////////////////////////// //// // //////////////////////////////////////////~///////////////////////// ///////// /////////////////////////.///////////////// ///////////////#/////////////////// //////////////////////✓/i///////////////// ///////////////h/////////~///////// /////////////////////////V////////////////;1;///////////frl;//////////~//~/ //// t / .....:....: /.........,, ~ / ...ri...1-/ .....:...,; / .,._,_.. .:....::....: / ~ /........:.cs..:..,;....-/....;.,.;. / /.....:...:../ ....,;.... / ...;..,;../ / ...;..,;../ .....:...; / / / / /2 / / / / / ///////////////////////~////////////////////////////// ////////////A///1////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / /// / / / / / / / _MULTPURPOSE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /; / / / / / / / / / / / / / / / / / / / /, Fl£LO / / / / / / / / /////////////////////////\////////////////////////~~////////////////////////// ///////////////////////// /////////////// ////////'l"J////////////////j///////// ///////////////////////// //////////////~/////////Y///////////////// ///////// //////////////////////////A{///////////,;.0///////¢////////////////// ///////// , / ~ 4,•,•,•, ~ •,•,•,.,/ < / , , ~ -1,•.•,•. ~ •,•,■,•, ~•-1,•,•~•~ -1,•, •,•/ ~ /5, / ~ •,•,•,.,/ ~~~ -1,•.•,•, ~ , / / / ~ / / ,, ,, ,, / / , ~I ,, 5/ ,, ~ / / ,, / MATCHLINE SEE SHEET L-1.4 d • • • • • • • • • •• • X1STING PIOlE I I CROSSWALKTYP:- . (NOT IWSEO) . ·~.· .. •····.·.-·•<.•.•·.··· ... • 10 .. . . . . . ... . .... " .. ' .. ... '.".'. ... ' .. '.' .. . . . . . ' .. . ·.·. 1 ..... ... ROAOSION; SEE SIONINO .. ···&STRIPING · · · · PLAN ST-1,0 R0.'JD !HON; •· SEE SIONING · • ··&STRIPING · PLAN ST-1.0 ' AISEO ADA CROSSWALK . ROAD l!IION; SEE SIGNING ISTRIPING . PLAN ST-1.0 !I C H M I O T O E SI G N G RO U P, I N C . ••• ••• ... IALANClNCi ARTISTIC E.XPflESSION IN 01S1CiN WITM ENVIN:ONMEHTAL SENSITIVITY 21!55 Fourth Ailer,se, Sa• OieF, CA 91103 telophono (6,9) 236-1461 facsimile {619) 2)6-8792 www,schmijltdeslgn,<om Lie, CA 21'.111, •v 219, •z l•Pl9 \ Pfll(),J!;CT WO.: oa-~3 DAl[: --4, 2004 E BY: QS, CC, S l)ltA\ltj BY: CC, kC, JS, IV CHECKED BY: JJ, QI NORTH 0 10 20 SCALE; 1"•10'-0" DATE INITIAL ENGINEER OF WO~K 40 CUP 03-18 SEE SHEET L-1.0 FOR LANDSCAPE CONSTRUCTlON LEGEND L-1.1 THROUGH L-1.4 FOR LANDSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANDSCAPE CONST. DETAILS Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DATE INITIAL DATE INITIAL KEY MAP PINE AVE1NUE PARK LANDSCAPE CONSTRUCTION PLAN L-1.2 DWN BY: K A. STEYAERT /, Mt RLA 2020 EXP. 4 30 ohATE REVISION DESCRIPTION OTKE~ APP~OVAL CITY APPROVAL CHKD BY: __ _ RVWO BY: PROJECT NO, 31!lD22 DRAWING NO. 421-5,1, 7 -· r 7 • L I \ ' ) .~ ~ '::::: \, T3b \ l '\ ~ " " l '\ " \ . \ \ • ltl"1'AREA \ ' T3b I • • •• . . ~ .. + .. + . . . \ 1111. + + . . I • .. . • .. . \ ... + + + . ... /I + + + + + --~/-----------------------------------------, I I l l l I I ~.:=;=:::::j l I l I 131 :· . . . -.. . . . . ····•··'©··.·. 12 I ---------------' ~---------1~~~ ----------• ! I .... -....... a-1-•1-11•• SCH M I D T O E SI G N G R O U P, I N C . .A.1..4.NCHll·G ARtlSTtC EXIIIIIESSION IN l:USIGN WITH ENVIRONMENT.tlil SENSITIVITY 1655 Fo"rlh AV<tn.,.,, San Oh,10, CA 92103 telephont {619} 136-1.¢2 facsimile {619} 136-8791 ~.schmidtdesian.com Lie. CA 1138, NV 219, AZ 34'39 Ol-- R 4, 2004 C, KC, JS, IV ECK • J.J, G$ - ----f 0 N0\1111-1 10 20 SCALE: 1"•2Cl'-O" i40 SEE SHEET L-1.0 FOR LANDSCAPE CONSTRUCTION LEGEND L-1.1 THROUGH L-1.4 FOR LANDSCAPE CONSTRUCT10N PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANDSCAPE CONST. OETAH.S Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~ ~ t--+-+-------------f------'i--------li------+---1 LrQJ c11rRE9TION ~fl:r~....,T r1LI PINE AVENU'E PARK LANDSCAPE CONSTRUCTION PLAN L-1.3 DATE INITIAL OATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: M.ARK A, STEYAERT ~k RLA 2020 EXP. 4 30 os~DATE PROJECT NO. 38022 I DRAWING NO. 421-SA - L MATCHLl'NE SEE SHEET L-1.2 /////////////////////////////////////////////////////////////////////////// /// '1////////////////////////////////////////////////////////////////////////////// , ////////////////////////////////////////////////////////////////////////////// ✓1 ////////////////////////////////////✓///////////////////////////////////////// ,. ////////////////////////////////////////////////////////////////////////////// 't////////////////////////////////////////////////////////////////////////////// / //////// ////////////////~~~////////////////////////////////////////////////// ✓1 /////// ~ //////////// ~~///////////////////////// ///////////////////// ,1 ///////~~~~~y/////////~3 1// ////////////////////////A~-~/////////////////// ///////// ///////////// // //////////////////////// /////////// ////,f~~V// , ////////////////////////// /////////////////////////////////. ~ // / ////////////// /////////////////////////////// ///~'---"~ SEE SHEET • " ,( ''+ • • (E) FIREHYORANT --l'IO,l,10 SIGN; 91:1! SPGNING & STRtPING PLAN ST-1.0 ··••11 illlliOUI I I I CflllOQ~L~, TY,, I (NOT PIAIIEC) I ~ ~· ;-r'--rg 2 ~ -' ,. •••• ,, ·~ I l!5 :~ I I I ,, L-1.0 FOR LANDSCAP'E CONSTRUCTION LEGEND I I •••••••••••••••••••• , LIMIT WORK L-1.1 THROUGH L-1.4 FOR LANDSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANOSCAP'E CONST. DETAILS s CH M I D T O E SI G N G RO U P, I N C • IA.LANCING ARTISTIC liXPIUSSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1655 Fou,rt+, .ttvoi>u,e, San Diep, CA 9210, telep!,,o"" {619) 236-1462 facslmllt {619) 236-8792 www.schmldtdesl,gn.com LI<. CA 2138, NV 219, AZ J..4199 l'!IMCT NO.: G2-400 DA TE: NOVEMIIE!t 4, 2004 CESI~ IV: CS. CC. $5 ORA.WN 8Y: CC, KC, JS, IV CHECKED BY: JJ, GS 0 CU'P03-18 CONSTRUCTION NOTES 1. UNLESS 911'ECtFIEO OTHERWIS'E, LANOSCAPE COHS'fflUCTION AND LAYOUT WOAK INOLIJOES, BUT IS NOT LIMITED TO THE LOCATION, PLACEMENT ANO DETAILING OF THE PAVING TO OCCUR ADJACENT TO THE BUILDINGS, CONCRETE MASONRY WALLS, CONCRETE MASONRY SEATWALLS, CONSTRUCTION OF CERTAIN S,-ECIFIEO SITE FURNITURE. 2. lll!E ENGINEER'S PLAN FOR PARKING AREA, RETAlNING WALLS, Srl'I! CIRAINAGE ANO Gl'!ADtNG, FINISH GRAOlNG, SITE UTILITY LAYOUT ANO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAllAIILE IN CASE OI" EMERGENCY. 4. DIMENSIOH8 INOl(:A T!!D ON PLANS SHALL F'ffl!VAM.. 01/1!:R l"L.,t,N SCALE. CIIMENSION6 ARE TO FACl!S OF, ANO Pl!Rf'ENDICULAR FACE OF BUILDING WALLS UNLESS SHOWN OTHEFtw!SE. ALL ANGLES ANO CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTliERWISE. WALKS CONNECTING OOOFIS ARE TO BE ALIGNED WITH FACE OF BUIILDING UNLESS NOTED OTHERWISE. 5. ALL COORDINATE POINTS AND DIMENSIONS Aflle TAKE!II FFIOM THE BACK 0, CUflll! UNU!SS OTHERWISE NOTED. $. EXPANSION JOINTS SMALL IE AS LOCATED ON THE PLANS ANO WHEAi! CONCRETE Mll!l!!TII EXISTING WALLS, BUILDINGS, OF1 OTHER HARO SURfACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER. 7. FISER El<PANSION JOINTS St!ALL 11£ AS LOCATl!O ON PLANS AND wti!:RI NEW CONCRETl l!XPA"'SION JOINTS MEETS ADJACENT HARO SURFACES SUCH AS EXISTING CONCRETE OR WALLS. ALL FIBER EXPANSION JOfNTS SHALL SE SEALED. 8. C0"'8TRUCT EXPANSION, WEAKENEO..f>I..ANE (CONTRACTION) ANO CONSTRUCTION JOINT$ IN ACCORDANCE WITH SECTION 303-5.-4 OF (GREENl!IOOI() STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 9. CONCRETE PAVING SHALL HAW FINISHl!O CIFIAtll!S !IMOOTHl!D TO ELIMINATE PUOOLING OR STANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN A MINIMUM 2 % SLOPE AWAY FROM IIUILOINGS ANO WALLS INTO DRAINAGE STRUCTURES OR TO STREET. CONTRACTOR SHALL NOTl,fY OWNER'S FIEF'. OF ANY CONFLICTS MAINTAINING DRAINAGE. 10. SCORE JOINTS SMALL SE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING ANO Al.ION WITH IUILOING EDGES . 11. LAYOUT POINTS OF ALL RADIUS SHALL 1!11! OONNECTl!O l!IY SMOOTH !VEN LINES TO Cl't!ATI! THE CURVED CONFIGLIRATIO"' AS SHOWN ON THE PLANS. 12. SEE IRRIGATIO"' PLANS FOR SLEE\11: LOCATION'S PRIOR TO CONSTRUCTION. 13. SEE ELECTRICAL l"LANS FOR SLEEVE ANO LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION. 14. ALL VERTICAL SURFACES, UNLESS NOTED OTHIERWISE, SHALL RECEIVE A COAT OF GRAFFITI RESISTANT COATING PER SPEClf'ICATIONS. 15. "IC 0£V1,t.TIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL 0, THE OWNER'S Rl!P. 19. ANY l"ROPOSED WORK THAT IS INCONSISTENT wtTH COMMON, SAFE CONSTRU,CTION PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH CONSTRUCTION. 17. CONTRACTOR SHALL VISIT SITE ANO VERIFY ALL FtELO CONDITIONS PRIOR TO ll!EGINNING CONSTRUCTION. 18. CONTRACTOR SHALL RIMl!W l"LANS ANO OET.-.R.S TO I.IICERTAIN LOCATIONS NECES!ARY TO PROVIDE ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC. 19. CONTRACTOR SHALL DETERMINE THE LOCATION ANO DEPTH OF ALL SITE UTILITIES PR~ TO CONSTRUCTION. NOTIFY ANY DISCREPANCIES IMMEOIATEL Y. OWNERS REPRESENTATIVE OF 20. THE COHTRACTOR SHALL HAVE OWNER'S REPRESENTATIVE! VERIFY All CONSTRUCTION ST,liKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING 21. TH£ CONTRACTOR SHALL P1'tOVIOE ALL CONSTRUCTION STAKING AND RE-STAKING MOUIRED TO COMPLETE THE PROJECT. 22. ALL HARDWARE SUCH AS NAllS, IOI. TS, FASTENERS ETC. Sl'fALL IE MOT DIF'Pl!O GALVANIZED UNLESS OTHERWISE NOTED. 23. CONTRACTOR SHALL COOFIOINAl'E ALL WORK IMl'H OTHER TF!AOES AS NECESSARY. 2-4. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOf't ARCHITECTS PLANS ANO S,.ECIFICATIONS. REVIEW ANO AF'PROVAI. FOR DETAILS AS NOTED ON THE LANDSCAPE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE ANO PROVIDING ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 24 HOUR IIASIS. 28. ANY CREDITS ANDIOPI DEBITS SHALL IIE REPORTED TD OWNER'S REP. APPROVAL F'l'IIOR TO COMM!!NCEMENT OF RESULTING ACTION. ,liT TIME OF OCCURRENCE FOR PROPER VERIFICATION ANO/OR LANDSCAPE PLAYGROUND CERTIFICATION Ul'ON COMPLETION OF PLAYGROUND EQUll'MENT INSTALLATION, CONTRACTOR SHALL HAVE AN INDEPENDENT PLA YGROUNO SAFETY AUDIT ,-ERFORMl!O l!IY A Cl!RTtFtEO PLAYGROUND SAFETY INSPECTOR. THE PLAYGROUND AUOIT MUST SHOW COMPLIANCE OF ALL EQUIPMENT, SAFETY SURFACING, FALL ZONES, ETC. WITH THE REQUIREMENTS OF THE CPSC ANO ASTM. SUl!IMIT REGISTAA TION NUMBER AND NAME OF AUDITOR FOR APPROVAL PAIOR TO PERFORMING AUDIT. NORTH 10 20 SCALE: 1 "•20' -0" Underground Service Alert Call: TOLL FREE 1-800 422---4133 TWO WORKING DAYS BEFORE YOU DIG --------------1----+---+---+-----I I S7HE1ET I CITY OF CARLSBAD I S1HEOOETS I ===---'===R::E::C::R::::EA=T::10::N=:D:::E=P=A::RT=M::E::N=T==~===: DATE l~ITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK LANDSCAPE CONSTRUCTION PLAN & NOTES L-1.4 PARK DEV. MAN DWN Y: CHKD BY: __ _ RVWD BY: ~.RK A. STEYAERT/,. ,./4 V 2020 EXP. 4 30 0~ PROJECT NO. 38022 DRAWING NCI . 421-5A - -- • N (IIEE PLAN) 1 3 DECOMPOSED ORANITE PAVING TO BE PLACED IN 2" LAYER. COMPACT 90% Ml'N. PAVING PAVING, PER PLAN ----1---~----- --i I I I I I I ! I I I I I 1111 I I I I I I I I I l_l lj::=- FIN1SH£D GRAOE COM!'ACTED SUBGfllAOE • SEE SOIL ENGINEER'S REPORT NOTO: ,\. see CONSTm.JCTION LEGEND AND SPECIFICATIONS FOR DECOMPOSED GRANITE TYPE ANO MANUf'ACTUR1:R. A I DECOMPOSED GRANfT'E MUlCH LEGEND: (!) DECOl.1109£0 OAANIT! !I'll.YING WITH STAIIILIZER TO IE "PlACEO IN 2" LAVEN FOR TOTAL 4• DEPTH Ra..L TO COM!'ACT 1115 % MtN. PAVING TO MeET FLUSH WITH TOP OFEOOE. ~ flf,IISH£D OAADE 1• BeLOW TOP OF EDGE FOR TURF BEDS. 2" BELOW TOP OF EDGE: FOR SHRUB BEDS. @ 1 X 4 RECYCLED LUMBER HEAOER (TREX OR APPROVED EQUAL) WITH 1X2 X 24" WOOO STAKES@2' O.C. @ ADJACENT SURFACE PEllt PtAN I!) COMPAC I ED SIJ9GIW)E • SEE SOIL ENGINEER'S REPORT • 0 N ' . ' . I 1==1 ! -111 111 '11 1 - ~111 I II I I lilll 11~1 1- Tjl I 11=1u~ :I I I I~ '-----1 5 D STABILIZED OECOM1FOSEO GRANITE W'ITH W000 EDGING ...__-' NO SCALE WITH R!!MOVAL.AeLE MAT ON: r _____ __,, LEGE'.NO: Q) 2•-t CRUSHED STONE BASE; SEE CMLSHEETS Q'.) B" CRUSHED STONE BABE; SEE CMLSHEETS (!) HOOK AND LOOP FASTEN1NG SYSTEM FOR ARTIFICIAL TURF. INSTALL PER MANUFACTURE'$ RECOMMENDATIONS (!} ARTIFICIAL TURF, COLQIIII PER PLANS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. (!} 12" X e• CONCRETE Cl.JAB ~ COMPACTED SU8IORAOE PER SOIL'S REPORT RECOMM'EN'DATIOfij (!) PITCHER'S RUl!BER NOTES: A. INFIELD MIX TO MEET FLUSH WITH AOJACl!!NT CONCRETE PAVING 8. INFIELD MIX SHALL M!1ET T'HE ti'OLLOWING REQUIREMENTS: 1. GRAIN SIZE DISTRIBUTION SIEVE SIZE MINIMUM MAXIMUM NO. 16 85% 95% NO. )0 55% 85,_, NO. 50 35% 55% NO. 100 20% 135,_, NO. 200 10% /25% NO. 4 1'00% NO. 8 90% 100% 2. ClAY CONTENT SHALL Be BETWEEN 10-15% 3. SANO EQUIVALENT SHALL BE 15-25% AS PER TEST METHOD (CALIF. 217 OR ASTM 02419). 4. PH SHALL BE 8-8.5. (!} INFIELD D.G. MIX PER FDLANS: 4'" DEPTH MINIMUM COMf"ACT TO 8!1%, AT PERIMETER (3' FROM EDGE) COMPACT TO 90%. WATER IN PtACE, REMAINING SURFACE. (!) REMOVABLE ARTIFICIAL TURF MAT; COLOR: BROWN. SEE LANDSCAPE PLANS 5. C!RTIFICATION OF THE ABOVE REQUl'REMENTS MUST BE FURNISHED BY CONTRACTOR. G I. INFIELD AREAS SHALL NOT Be AMENDED WITH SOIL CONDITIONERS AS FOflt AREAS TO BE PLANTED. INFIELD MO( I ARTIFICIAL TURF CONNECTtON NO SCALE SEE SHEET l-1.0 FOR LANDSCAPE CONSTRUCTION LEGEND l-1.1 THROUGH l-1.4 FO·R LANDSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANDSCAPE CONST. DETAILS 8 r---~1 LEGEND: r,"I ADJACENT SURF ACE ·PER \..!.I PLAN @ 311'8" THlfCK 4' WIDE STEEL PATH EDGE FLUSH WITH GRADE. UNPArNTEO FINISH • START OR EN'D 2'-0" SECTIONS AT ALL START AND STOP POINTS {BOTH POINTS) UNLESS OTHERWISE NOTED (DURA EDGE BY J.O. RUSSEL CO. 800-888-7425 OR APPROVED EQUAL) W'ITH 3/18" X 24" STEEL STAKE •NATURAL FINISH· (7) STAKES EVERY 16'-0" LENGTH (TYP. 2'•0" O.C.) /"i'\ FINISHED GRADE 1' BELOW TOP OF \::.J EDGE FOR TURF BEDS. 2" BELOW TOP OF EDGE FOR SHRUB BEDS. 0 DECOMPOSED GRANITE PAVING WITH STABILIZER TO BE PLACED IN 2" LAYERS FOR TOTAL 4" DEPTH ROLL TO COMPACT ff % MIN. PAVING TO MEET FLUSH WITH TOP OF EOOE .. @) COMPACTED SUBGRAOE • SEE SOIL ENGINEER'S REPORT STABlllZEO DECOMFOSEO G'RANITE WITH STEEL EDGING NO SCALE ,_ LEGEND: (D SCOR! LINES ANO EXPANSION JOINTS Ii'\ POUREO IN ll'LACE STYRENE BUTAOPENe RUBBER PER PLAN \V @ CONCRETE PAVING 520-C-2500 AND URETHANE BASE MAT LAYER, DEPTH PER CRITICAL FALL HEIGHT. INSTALL PER @ #3 WIRE MESH@ 18" O.C. MANUFACTURER'S SPECIFICATIONS BY SURF'ACE © CONCRETE WALK SHALL BE FLUSH WITH AMERICA OR APPROVED EQUAL. RESILIENT SURFACING EDGE. 112' RAO. ON ALL (D 8" #4 DOWEL· EPOXY INTO THICKENED CONCRETE OUTSIDE EDGES. EDGE, 38" O.C. (12" M'IN. FROM EDGE OF CONCRETE) @ ACCESSIBLE RESIU!NT SUAFACING. t THICK @ 3-112 tNCH CONCRETE SUBBASE SHALL BE PR"EF>ARED H WEARING COURSE W/ NON YELLOWING U.V. TO ACCEPT SURFACING AS PER MANUFACTURER'S STASLIZED RESIN ADHESIVE. INSTALL PER SPECIFICATIONS. SLOPE TO DRAIN AT MIN. 1 % MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TOWARD DRAIN INLET. SHALL SUBMIT SAMPLE OF COLORS TO (!) e• WtOE X 8" DEEP TH'ICl<ENED CONCRETE EOOE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. RESILIENT SURFACING SHALL MEET PAVING FLUSH @ CLASS II AGGREGATE OR SOIL PER SOILS REPORT ALWAYS. {fi) #4 R!BAR CONT. TOP AND BOTTOM 0\/!RLAP POURED IN Pl.ACE RESILfENT SURFACfNG W/ THICKENED EDGE NO SCALE 3" TYP ------:l:8'·10"--" ----- t. • f),':- 1 IN _J_ EQ. • ... ... T,) l ,,. ., • II • I l!Q . .,,. -t .17· • __,,_ ___ :t.11' ___ ,,_ +----------12'-0"---------- I l 'r I ATTACHMENT OF CORTEN BAND TO CONCRETE: ~ ........... f" LATEX CAUCK COLOR ..j.... WELD BOLT TO STEEL SANO • !IOL T 2' O.C. MAX 6" FROM EDGE -TT 1t1 2'-3" TO MATCH WALL COLOR. ENTRY SIGN SCALE: 1 /2" = 1 '-0" s CH M I D T D E SI G N G ROUP, I N C. IALANCINC AltTISTI.C IXPRU!tOH IN D·UIGN Wl"l'H ENVIRONMENTAL SENSITIVITY 1655 Fourth ,',11tnue, San Otego, C,t, 92'<>3 --II '--~7 telephone {619} 236-1-462 facsimll<! {619} 236-8792 www.schmldtdesign.com PROJECT NO.: 02-403 DA TE: NO\IEMBU< 4, 2004 c F ll<. CA 21,8, NV 219, AZ 3-4139 DES1n~o BY: OS. cc, ss DRA\11; BY: CC, KC, JS, IV CHECKED BY: JJ, 08 4'"0R r I CONCRETE MOW CURI! NO SCALE CD FINISHED GRAOE f" BELOW TOP OF CUAB IN LAWN AREAS, TO BE SODDED½" BELOW TOP OF CURS IN LAWN AREA ANO 2" AT SHRUB BEDS TO RECIEIVE WOOD © ® © MULCH OR 0G MULCH. 4" OR e• CONCRETE M<YW CURB M REBAR HORIZONTAL Nffl CONTIMJOUS OVERLAP SPLICES 12" MINIMUM-WRAP AROUND POSTS WH'ERE OCCURS. MATERIAL PER PLAN FIN1SHED GRADE 2" BELOW TOP OF CURB IN SHRUl!I AREAS. COMPACTED SU8GMD!! PER SOILS REPORT NOTES: A. PROVIOI! !Xll'ANSION' JOINTS AT 911'-11" MAX. O.C., TYP. PER DETAIL. F'Rovtoe CONTROL JOlf,ITS O 10'-0* 0.C., TYfl>. LEGEND: (!) SCORE LINES AND EXPANSION JOINTS PER PLAN CUP 03·18 (3) CONCRETE PAVING: P'ER PLAN, SEE C1VIL SHEETS 8 @ e )( e #II WELDED WIRE MESH AT CENTER l'N CONCRETE G) 112 RAO. ON ALL OUTSIDE EDG!S @ ADJACENT SURFACE PER PLAN (!) COMPACTED SUBGRADE F"ER SOILS REPORT ~ THICKENED CONCRETE EDGE (SEE PLAN) (!) #4 REBAR CONT. TOP ANO BOTTOM. OVERLAP SPLICES 12" MIN. NOTES: A. SEE CONSTRUCTION Pl.AN FOR CONCRETE FINISH ANO COLOR. 8. ALL SURFACES SHALL SlOPE TO DRAIN (SEE ENGINEER'S GRADING / DRAINAGE PLAN) I THICKENED CONCRETE EDGE NO SCALE LEOENII>: Ci) fllOIJl'IE!l:l-lN•flll.ACIE CONCMTE. INT!OAAL COi.Oii! TO ® #4 BARS O 10" O.C. HORIZONTAi. MATCH DAVIS PALOMJNO. HEAVY SANDBLAST FINISH. Q) Fl'OUflltED-IN-l"LACI: CONCRETE. INTEGRAL COLOR TO ® #4 BARS CAGE I TIE TO HOl'il'IZOIIITAL BAflltS O 1r MATCH DAVIS ADOBE. HEAVY SANDBLAST FIN'ISH. 0.C. (!) -4' XX" CMT!N STEl!l BANC. @) ¾• ll'L YWOOO Tl!MPI.A TE FOfllt USE ON FOflltM. TO IE 0 CONCRETE FOOTING SUPPLIED SY: KIM EMERSON MOSAICS, LLC (811!1) @ #4 REBAR HOIZONTAL, 11!" O.C . @ #4 FIEBAR VERTICAL, 11• O.C . 0 SUB-GRADE F"EFI! SOIL'S flltEfl'OflltT @ ½" PIAO. EDGE 0 6" HIGH, 1" DEPTH LUCIDA SANS FONT 'PINE AVENUE F'ARK' RECESSED INTO CONCRETE. LETTERS SHALL ·BE PAINTED BLACK W/ TWO COATS OF EXTERIOR 'ENAMEL. CONTRACTOR SHALL SUBMIT SAMF'LE AND SHOF' DflltAWINGS TO PROJECT MANAGER PRIOR TO •FABRICATING. @ 3• HIGH, 1• OEll'TH. LIJCIDA SANS ITALIC FONT 'CITY OF CARLSBAD, CALIFONINA' RECESSED INTO CONCRETE. LETTERS SHALL BE PAINTED BLACK WI TWO COATS OF EXTERIOR ENAMEL. CONTRACTOR SHALL SUBMIT SAMPLE ANO SHOP DFIAWINGS TO PROJECT MANAGER PRIOR TO FABRICATING. 280-3707, TYP. (BOTH SIDES ENTRY SIGN) NOTES: A. SIGN IS CIOUBI.E-SICl£0: TEXT, CORTEN STEEL BAND, ARTIST'S TEMF'LATE FOR MOSAIC TO BE APF'UED TO BOTH SIDES . 8. CORT!N STEEL BAND TO BE OXIDIZED ANO SEALED. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL PRIOR INSTALLAION . i------1----1----------------+--+---+---+---I LZT] CI RXRE9TfoN ~~~~~A DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PINE AVENUE PARK LANDSCAPE CONSTRUCTJON DETAILS L-1.5 DWN SY: __ DATE INIT!AL DATE INIT:AL CHKD BY: __ OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 38022 I DRAWING NO. 421-SA 7 I i ,,, i ,,j I I ii > ! ~; All l'l!NC£ l"OITS, l!ll'tll.Cl!S ANO RAILS SHALL COMSIST OF ·MeW OM. W.NIZl!D PIP£ MANUFACTURED l'N ACCORDANCE WITH A.S.T.M. DESIGNATION A-120 AND SHALL BE Of' THE FOlLOW1NG SIZES ANO WEIGHTS: A. POST AHO RAIL SIZES SHALL l!lll! AS FOLLOWS: • -4' HIGH CHAIN NI< FENCE: POST LOCATION NOMINAL DIAMETER IN INCHES • 6' HIGH CHAIN LINK FENCE· POST LOCATION END ANO OOANER LIN" POSTS ft.t.U Q • 5' 30' HIGH CHAIN LINK FE POST LOCATION ANO CORNER POST ~ T ... STANOAA STANDAR STANDARD NOMINAL DIAMETER IN INCHES STAND~ SCH'40 STANDAR SCH-40 STANDARD SCH-40 NOMINAL DIAMETER IN INCHES SCH-40 SCH40 SCH Mi NOMINAL DIAMETER IN INCHES SCH-40 SCH-40 STANDARD SCH -40 COA TeD CHAIN LINK FENCE SCHEDUlE NO SCALE 12" 12" 2" 1/2" . •· !!! M:~ 18" ' .. 3" CLl!Al't .. MIN, • 2' ... .. -- --1 . .. 2" MIN ,. •-. l.....--£1 B. FOOTING SIZES SHALL BE AS FOLLOWS: FENCE HEIGHT ENO OR LINE POST FOOTING CORNE!lt FOOTING DEPTH POST WIDTH FOOTING WIDTH Fnl lR 14•1 FN'IT " "" 9" 2'-10' SIX (6') FOOT HEIGHT 12" 12'' 3'-6" EIGHT 18'\ FOOT HEIGHT 12" 12" 3' .. 6" Tl'N110'l FOOT HEIGHT 12" 12'' 31-611 TWELVE (12') FOOT HEIGHT 12" 12'' 3'-6" TWENTY-FIVE (25') FOOT HEIGHT 24" 24" 5'-0' ( NOTE: THIS DRAWING IS BASED ON DETAIL SDRSD M-e WITH SOME UPGRADES ) 4' l ... U!GEND: t'Xe" CONCM;TE MOW CURI AT FENCE 0A CONCRETE PAVING NO IICJILII 0 0 0 ENO OR CORNER PO$TS (SEE NOTE 'A' FOO. SIZES) 3/8" ClRCULAR TRUSS ROO WITH TRUSS TIGHTENER, SEE SDRSD M-20 01---GALVANIZl!D STEEL IOt. T SHOULDER E NUT ANO WASHER 4 MIO RAIL (SEE NOTE 'A' FOR SIZES) 314"x3/16" TENSION BAR W/ 1''X14 GAUO! IANOS AT 2'-0" ON CENTER TYPICAL PRESSED STEEL CAP -POST SIZE COMPACTED SUBGRADE PER SOILS REPORT CONCRETE FOOTING (SEE FOOTING NOTES B' FOR SIZES) 9 GUAGE WIRE WITH 'Z' MESH FENCING NOTES: A, GATE FRAMES SHALL Be 1-5/8" SHC 40 GALVANIZED WITH STANDARD HEAVY DUTY HINGES ANO LATCH. (SDRSD M-5) I. GATES SHALL HAVE STOP PLATES AND WELDED LATCHING (GALV.). C. ALL CHAIN LINK FENCE FASFUC SHALL BE NINI!! (9) GAUGE ALUMINIZED STEEL CORE FABRIC PER SDRSD SDM-112 0. FAB1RIC TO BE TWO (2) INCH MEBH E. ALL CHAIN LINK P:ENCING SHALL HAVE A TOP AN) BOTTOM RAIL. TWELVE (12') FOOT HIGH CHAIN LINK FENCE SHALL BE CONSTRUCTED WITH A MID-RAIL. FABRIC SHALL BE KNUCKLED ON ALL SIDES. F. ALL CHAIN Ll'NI< FABRIC SHALL !!E MOUNTED ON 2'1--/ ....... ········ .........•.•••. ............... ~ ••v••• ••••••• nw.r-· ...... •.•.•:.•. :l:/,"/.1 . ,, .. , .........•. 1 ............ ., •.• LEGEND: (9 CD fl" DIA. LOOGI! !>OLE M:MO\IABUE BOI.LAAD @ PRESSURE TREATED WITH .1.CZA. t" CHAMFER EDGE ADJACENT PAVING/ SURFACE ~ CONCRETE FOOTING 314• CRU$HED AOOREGAT! •••••• ••••••• ' ~"----;,. COMPACT sue GFIAOE P!R SOf,Ls Rt!l"ORT ....... ...... . ..... •.•..,"•"• •••••••••••••• I.~ ..... -~-~··· ., ~ fflffll.ril .. l'ie •• m .. im •• m • .;,,,. L~!l'"J __ ,,,_~ 8 7" DIM. STEEL PIPE SLEEVE MAKE BOWL SHAPED Recess IN CONCRETE TO FOOTING PLAN #14 HORIZONTAL TOP AND BOT'T'OM (2) :t" ROUND ACRYLIC REFLECTOFI WI~•• CENTER HOLE FOR MOUNTING. MANUF.: EMEDCO. MODEL: RPS-AMBER. PH: 800-4-42-3633 OR APPROVED EQUAL NOTES: 1. CHAIN TO BE 1/4" PR00I" COil GALVANIZED STEEL . 2. ALL CONNECTION SHALL HAVE THE SIDE OF THE POSTS TOWARD THE PLAYING FIELD. ] O. ALL HARDWARE, TENSION WIRE, TIE WIRE, TRUSS --18"--.I'-~ ACCOMMODATE THREE LINKS OF CHAIN 3. THREE LINKS OF CHAIN · CONTINUOUS WELD. GRIND SMOOTH ALL CONNECTIONS. MOUNT TWO REFLCTORS EACH SIDE Of POST. ROOS ANO GATES SHALL BE HOT DIPPED GALVANl!ED, H. CON'mACTOR SHALL BE RES1PONSIBLE FOR SUPPL YING ALL HARDWARE REQUIRED FOR FENCING AND GATES. LEC,ENO: B ,, REMOVABLE BOLLARD @ .__ _ _, NO SCALE (!) POURED IN Pt.ACE CONCllll!T! WALL 1/'Z' CHAMFER EDGES TYPICAL ALL SIDES. INTEGRAL COlOR TO MATCH DAVIS ADOBE OR .ltPPROVED EQUAL @ #3 STIRUP 1 $" ON C:EN~ V!fl:TICALL Y #14 REBAR AS SHOWN HORIZONTALLY 8" ON CENTER MIN. TIE ALL REBAR CONNECTIONS WITH 20 GUAGE STEEL WIRE @ 1.5° X 2" REVEAL ALONG PAVEMENT 0Nt.. Y. NO REVEAL WHEN DAYLIGHT INTO P1.ANTEPt @ COMPACTED SUS-GRADE PER SOILS RE~ FOUR LINKS OF 1" GALVANIZED CHAIN, LOOP CHAIN THROUGH EYE SOLT #14 REBAR@ 10" O.C. G) . ' . • • . ' .. -., .... 4. ·"'·· ' . ' . . ' PLAN lh SECTION OF R...,. 4II STMJE @ 1" REVEAL WITH 112" CHAMl"Ellt EOOEI 1' ____ ...,112" DEEi" TOOLED ==~ I CONTROl OR EXPANSION I I JOINT CENTERED ON SKATE DETERRENT REVEALS PER SORSO C-15 @ CONCRETE PAVING -SIEE CIVIL SHEETS (!) ADJACENT fl'AV1NO OR PLANmG PER PLAN @ 1 CU. FT. FABRIC WRAPPED GRAVEL CONTINUIOUS @ 1" DtM. SCH. 40 PVCDAAIN F'tPE G) EXPANSION JOINT NOTES: A. GRAFFITI COAT AND SEAL ALL SUl'W'ACES PER SPECIFICATIONS I. EXPANSION JOINT Peft SMSO C-1!! 0,40' O.C, MIN. ct SKATE DETERRENT REVEAL Ll!Gl!HD: (D WATE'R FOIJ,iTAIN. FURNISH ANO INl!ITAL:L Pl!R MANUFACTUfltER'S SPECIFICATIONS. (!} 6" STANDARD CONCRETE PAO G) CONCRETE EDOE G PO'l'AIIILI! WATER SUPPLY LINI, 9l!t! CML PLANS (!) 12• TACTllE S'TM' @SCH, 40 PVC DAAIN PIPE CONNECTED TO SEWER. CUP 03-18 C I CONCR§IJSEATIRETAIPIIINGWALL ELEVATION NO SCALE DRINKfNO FOUNTAIN/ Pt.AN VIEW NO SCALE ...a.. ELEVATION w SECTION E e• PRIVACY WOOD FENCE NO SCALE NOTES: LE!OINDi (!) 2 X I ro, RM @ (2) 2 XI !ITRMl!!M (90TH SUS) @ I X ti Ft!NCI!! IOMltD (TONGUE AND QROO'o'E) {!) ti X t WOOD flOST fl•O" 0.C. PLACEMENT TYf'ICAL C!> tl~l.?,;Ri,:~m, @ (2) 2 X 4 BOTTOM RM.l'l'RIM Q) CONCREn! FOOTING A. ALL WOOD EXCEPT l>08TI Stfllll. BE Cl!OAR I. ALL WOOD POSTS SHALL BE PRESSURE TREATED D.F. C, COLOR/FINISH -ALL WOOD EXCEPT POSTS SHALL BE TREATED WITH CLEAR COAT OF PENEFIN D. ALL HAROWARE TO BE HOT Dfl"PED GALVANIZED E. A FENCE POST SHALL BE LOCATED AT EACH LOT LINE INTERSeCTION WHERE WOOD FENCE IS REQUIRED, F I OFUNKIING FOUNTAIN/ SECTION NO SCALE --- ..... -~--------------{7 0 ---G> ----@ ----~ ----@ U!Gl!NO: G) COPl'E'R WATER SUPPLY LINE SEE CIV1l. P'LANS @ G) FINISH GRADE (j) 3/-4" ANGLE GATE VAL\1£ G) 3/4" DRAIN ROCK IM<e"X8" AREA. (}) CHRISTY 0-5 VALVE eox @ (1) (j) 3/4' i!!IUl"PL Y LINE CONCRETE PAVING JIIER PlAPII THICKENED EDGE AS REO'D PER MANUFACTURER'$ INSTALLATION SPECIFICATIONS. WATER STRAINER WRAP, WITH INSULATING MATERIAL. 1/2" NYLON REINFORCED TIJ:l!ltNG. FOUNTAIN BAM!; 'l'NISTM.l flER MANUFACTURER'S INSTALLATION SPECIFICATIONS. P'VC IUS!-IING. Sitt AS MO'D FOR DRAIN LINE CONNECTION. l'X8" FL()()R DfV,IN, GAL VANIZl!O CAST IRON BODY WITH BRONZE TOfl' AND VANDALL PROOF SECURED TOfl. ZURN Z~15 OR EQUAL. 4" PVC PIPI TO SEWER, SLOPE 5% CONNECT 4" PVC PIPE FROM FLOOFI DRAIN ANO MAIN FOUNTAIN ORAl'N TO1 SEWER SEE SHEET L-1.0 FOR LANDSCAPE CONSTRUCTION LEGEND L-1.1 THROUGH L-1.4 FOR LANDSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANDSCAPE CONST. DETAILS I SHEET I Cl y OF CA LSBAD I SHEETS I 1------t--+-----------------t----+-----,f-----+-------t, 73 RECREATION DEPARTMENT 100 l----+--+------·---------+---+---,1----+---I $CHM I OT DESIGN GROUP, INC. ., •• .,~. --!· lltLAHCIN-C: AIU1$Tl'·C 1:x,,nsstoN, IN IHSIGM WITH INVIRONMENl'AL SENSITIVITY 16'5 Fourth ~-•• Stt1 Diep, CA 9uo, ll!fep~one {61~) 236-1461 facslmlle {619) 2J6-l792 www.1c~midtduign.co rn Lie. CA 1131, NV 219, AZ 34139 o.oc.ss ORA~ BY: CC, KC. JS, IV CHECKED IY: JJ, OS DATE INITIAL ENGINEER OF \I/ORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION CITY APPROVAL PINE AVENUE PARK LANDSCAPE CON'STRUCTION DETAILS L-1.6 PROJECT NO. 38022 I DRAWING NO. 421-5A l I r----------------------------------------------------~C~U~P~0~3-~18L._ ___ 7 A C F __ ..,.e ---10'-5" ----1 BUlLPEN LAYOUT NO SCALE LEGENIO: Ll!!OENO: CD FINIIIH PIER PLAN (]) ~• TI-IICK IFtlCK OUST OVER 110'11, COMPACTED SUSGRAOE. BRICK OUST TO 11! : CORONA CLAY 'ANGEL MIX' OR AF>PROVED EQUAL @ PITCHER'S fl!U88EFI: SEE LANOSCAfl'E CONSTRUCTION LEGEND FOR MODEL. INSTALL PER MANUFACTURE'S INSTRUCTIONS. (3) 8' CONCRETE MOW CURB WITH 8' FENCE, SEE DETAIL @ 12' CHAIN LINK FENCE WI ll"X8' MOW CI.Jffll @ HOME PLATE, INSTALL PER MANUFACTURER'S SF'ECIFICATION'S (!) ACCESS GATE. INSTALL PER MANUFACTURE'$ RECOMMENDATIONS NO SCALE r HT.PER PLAN LEGEND: CD GALV. POST AND RAILS @ 9 GUAGE FABRIC WITH 2• MESH, TIE AT 12" O.C. @ NOTUSEO G) FOOTING PER FENCE POST SCHOEULE @ 6"X6" CONCRETE MCN/ CURB @ 11NFl'ELD MIX, 4" DEPTH LEGEND: Q) SPUT FACE INTER-BlOCK WALL. MODEL: P1SA 2 THROUGt-1 RtSISTONE 800-626-9255, OR APPROVED EQUAL. COLOR: GRAY. INSTALL PER MANUFACTURE'$ RECOMMENDATIONS. '------------------1T 0 CONCPtETE PAVEMl!NT PER F't.AN G) CONCRET! MOW CUM, SEE Pl.ANS LEGEND: BASKETBALL BACKBOARD/ NET SEE PLAN FOR MANUF. AND MODEL AMENDED PLANTER SOIL, PER SPECIFICATIONS TREE, SEE PLANTING PLAN 3" WOOD MULCH LA YER ,-..--(7 0 PLAY!R'S !!!NCH, 'IN-OP!OUNO j!! MOUNT PER MANUFACTUFIE'S RECOMMENDATIONS If' DUGOUT PLAN V1EW NO SCALE LEGENO: © IIAT RACK, SEE Pl.ANS © FENCE OPENl'NG, TYP. © 8' CHAIN LINK FENCE, TVP. © 12' CHAIN LINK FENCE, TVP. G) CONCflttm! PAVl!!MENT l'1!!!'I P1.Mt1 ---.--~n.---rl5 ® 8"X12" CONCRETE MOW CUM, SEE Pl.ANS © PLJI.YE!fq'S BENCH, IN-GAOUNO MOUNT PER :r 1 l 12' .. DUGOUT SECTION NO SCALE T~ SEE SHEET MANUFACTURE'S RECOMMENDATIONS © 8AT FtACI<, SIEE CONBTRIJCTION LEGEND FOR MODEL. INSTALL PEIi! MANUFACTURE'S RECOMMENDATIONS © TOP AAIL GALVAN'IZED 2 7/9' 0.0, © POST G.IILVALIZEO ◄• 0.0. 0 CHAIN LINK FABRIC. 2" ME:!IIH, GM..V.IJIIIZl!D WI 1'◄' X 314' GALVANlZEO STRETCHER BARS, KNUCKLED SELVAGE, TOP ANO BOTTOM © ARTIFICIAL TURF © 2 718' POST, GALVAl?EO O DUGOUT @) RAil. OFl"SET FITTING Cl POST TO ALIGN W/ FIELD SIOE OF POST 1 !II!" 0.0. GALVANIZED @ FOO'nl'fG l"ER FENCE! POST SCtt!roUl.11 L-1.0 FOR LANDSCAF'E CONSTRUCTION LEGEND L-1. 1 THROUGH L-1.4 FOR LANOSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANOSCAP'E CONST. DETAILS 0 b N @ 2" WIDE COURT Ll'NES COLOR: WHrt!: NOTES: A. ALL LINES 2• WIDE UNLESS OTH£RWISE NOTED. COLOR: WHITE I. COURT LINES SHALL BE: PER MANUFACTURES RECOMMENDATION. BASKETBALL KEY DETAIL NO SCALE __,,----11 • 5 2 6 4 ' . -LEGEND: : 11 :~ • '· . 111-0 GRILi., ·P!Jlt JIii.AN 111 .• 1-1 I @ CONCRETEBASE "lo---11-1---'+4-,fl...:.-L......J·•· ' 111 @ 5/8" X 3• STAINLESS STEEL HEX , BOLT THROUGH COLLAR AND ... . I I POST, ATTACH WASHER AND - -=11 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1==1 I 1=111=1 I -=-· ·--111 JII Ill Ill 111==111-111-111-,,,-.. ,_,,, NOTES: A. GRAFFIT'l'I COAT ALL EXPOSED SURFACES WITH TWO (2) COATS OF ANTI-GRAFFITI MATERIAL PER SPECIF'ICATIONS. 110• X 10' PLANTER NO SCALE Pt.AN ~ < ljP~L.':i:A:rNT\;IN~G~AR~E!°!Ara...,~,;.;_~-( 1 8)----H-"-A~=~ Cl~==:}'o-+----@ ____ _Ji SECTION TAR EMULSION WATER PROOFING START 3" BELOW FINISH GRADE COMPACTED SUBGRADE PER SOILS REPORT FINISHED SURFACE / DECOMPOSED GRANITE PAVtNG, PER PLAN FINISH GRADE tN PLANTER LEGEND CD ® @ (!) ® ® (!) BU8&LER, see IPl.11UOATION DETAILS TREE TRUNK, CENTERED IN TREE GRATE OP!NING TREE PLANTING IN TREE ORA TE DRAIN ASSEMIL Y AT LOW CORN£R OIF CUT OIJT' ADJACENT Sl10EWALK PAVING, SEE PLAHS 24" ROOT EIAU. PLANTINO IACl<FllL ROOT IIARR'IER TREE ORATE ATTACHM!NT PER MANUFACTURER'S SPECIFICATIONS 3" DEEP PEA GRAVEL 1" BELOW GRATE I I I ____, -'---'-'-I I HEX NUT NOTES: -= J,e:::i~IW=..lt--0 COMPACTED SUBGRAOE PER SOILS REPORT , //////////// /' /,,,.,. /,, / / /,., //////'/,'///; //,'////,'///; ,,,,,,,,.,.,,,,,,,,,,,,,., //,'//,'/////; ,,,,,,,,,,,.,,,.,,,,,,, /////,'/////; //,'//,'/////, ® ® @) © © TREE ORATE, SEE CONSTR\JCTION LEGEND THICKENED EDGE 1. CONTRACTOR SHALL COORt>INATE ® CENTER POST tN BASE WITH MANUFACTURER FOR DELIVERY OF (";;-\6 GRILL SHALL INSTALL PER \V FINISHED SURf'ACE PER PLAN MANUFACTURERS RECOMMENDATIONS. 2. FOOTING SHM.L MEET ACJACENT PAVlNG FLU$H, TYP'ICAL, G 8ARBECUE GRILL NO SCALE s CHM I D T O E SI G N G flt OU P, INC. tALANCINC ARTISTIC E>IPUSSION IN -OlSICiN WITH ENVIRONMENTAL SENSITII/ITY 1655 Fourth Avenue, S•n Diego, CA 92103 1el~pi,one (619) 236-1462 facsimile (619) 2J6-l79• www.schmldtdeslgn.com LI(. CA 2138, NV 219, A? J,4139 PRO..ICT NO.: Dl-4«! DA "IE: NO"f'.hl9£~ 4, 21»1 11ES1GNED l!IY: GS, CC, !IS DRAWN BY: CC, KC, JS, IV CHECK<D BY: JJ, GS H NO SCALE l-----+---+----------+----1--.J--.......J----I ~ I CITY OF CARLSBAD 11 SHEETS I ~ !ECREATION DEPA~TMENT. 100 PINE AVENUE PARK LANDSCAPE CONSTRUCTfON DETAILS L-1.7 ~====~===~==========================~====~===~===-·-•L.··_--_--=._.-~ K A STEYAERT /. ,4-AJt PARK DEV. MANAG .R RLA 2020 [XP 4 30 05;frftrf. --------+--D-AT_E_...,I_NIT-,A-L+--D-AT_E_...,I_NIT-,A----IL DWN BY: --PROJ!ECT NO. DRAWING NO. f-----~--+-----'----' CHKD BY: --380·22 5 OTHEA APPROVAi. CITY APP'ROVAL RVWO BY: 421-A DATT: INITIAL ENGINEER OF WORK REVISION DESCRIPTION ·i 1 i r----------------------------------------------------~C~U!!:P~0~3-~18~ ___ 7 ~ ilO' f-----TOOl1T'l'R.ll!ll't!:~mal ----+--------------------------+--------------Vlldttl!I-IIEFE!IIITO;il'VIN ---------------....! IAA!IOU'T A ..___ 12' 9'·8" 1i---------MIN l!GENO: G) TOP RM GALVANIZED 2111' O.D. @ fl'OST OAI.VAI.IZEO 4" 0.0. @ CW.IN LINK FAIRIC. 2" ME~. GALVANIZED WI 1'4' X 3/4' GALVANIZED STAETCHER l!IAfllS, KNUCKLED SELVAGE, TOP AND BOTTOM @ PWL. Off$£T FITTINO O '.-OST TO ALIGN WI FIELD SIDE OF POST 1511" 0.0. GALVAMZ!D f' l! I" CONCIU!TI! c:uM e -~ BACKSTOP PLANKING DETAIL 1:11' • (i) 2ll<10 849 IOOIJGLAS fllllil, CLEAR (i) (2) 318• 01-._ MVANl~O CARfi!Wll! l!IOl TS P'E!R 2X10. TAC WELD END TO PMll!!NT REMOVAL OF THREADED NUTS. GALVANIZED END CAP GAL 'MNIZEO Ml)l;E FIT'TltfG. Wl!.L0 TO POST AND OVl!RHANG @ 2·112' lll 2-11'2" X 3/16" GALVANIZED $TEEL ANGLE. Wl!.LO TO POST ll Ir • •· C\MCld£ IE dJRI O DU<IOUt & OIJ'mELD FENCIi @) GALVANIZED CE~ SUPf"Of'IT 0 2X10 PLANKING AREA @ 4" THICK BRICK DUST OV!R 901% COMPACTED SUBGRADE. BRICK OUST TO se: CORONA CLAY a,. 'ANOll:L MIX' OR APPROVED EQUAi.. 11.9 27/ll"POST,GALVAIZE04I DUGOUT (!} 11/8" l'IAIL O OUOOUT @ ADJACl!NT PAVING PER Pl.ANS @ OUTFIELD ffRIMERTER FENCE I BACKSTOP !LEVATION AND l!l:CTION1 NO SCALE '" + + -"-----,s·-cr----• IN9CFIPTION 8Y ARTIST 8ANOBLASTl!D INTO PAVEMENT Ll!!Ol!!NO: G) 18" l!!ATWALL PER O!TAIL @ CONCR£TI!. PAVING, PER PLAN (!) CONTROL JOINT, 24' TYP. (!} l!Xfl'ANSION JOtNT, 86' TYP. r-111'!1.lLPT\JP!E(S) BY: 11:IM EMEPl:SON MOSAICS, LLC. (619) 280-3707 (!)SEE All!TIST'S DETAIL St-lEETS FOR FOOTING ANO PLACEMENT OF SCULPTURE. SEE CIVIL SHEETS FOIi! DRAINAGE ANO GRADING. SEE ELECTR1CAL SHEETS FOR FIXTURE PLACEMENT (!) 2' Wlt>E l!IANO, 31,4• EXPOSED AGORl!OATI! HANO Sl!EDEO WI ARIZONA RIVER ROCK COLOR NATURAL GRAY. SEE CIVIL AND LANOSCAJl>E l"LANS. CIACULAR PAVMeNT PATTERN (!} INSCM>TI()N l!IY ARTIST SANDBLASTED 1' 0£PTH INTO 2' WIOE SANO OF INTEGl'IAL COLOR 'PALOMINO' PAVEMENT. SCIENTIFIC NAME OF PLANT 6' HIIGH ARIAL FONT, ALL CAPS, TYP. 3' HIGH LUC10A SANS FONT, ITALIC, SMALL CASI! FOR OOMMON PLANT NAME, TYP. (!}ORNAMENTAL GRASS, SEE PLANTING PLAN (!) 2' W10E BAND INTI!GRAL COi.OR TO MATCH DAVIS AOOSE. SEE CML ANO LANDSCAPE PLANS. B ,___..., CIRCUlAR $!AT WALL/ ART NODES: ftC'l'10tll NU SCALE SEE SHEET L-1.0 FOR LANDSCAPE CONSTRUCTION LEGEND L-1. 1 THROUGH L-1.4 FOR LAN1DSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANDSCAPE CONST. DETAILS 7 1~ --------10' --------111' ----I 1 1111! tll!'t'AII. AIOV1!! LEF7 ------ . ..___ --:........¢ wID=-m-1 r 11-1 ~1 ' . ~ \ \ I" CONCl'll!fE CUMI ■ PCl<STOI' l 1·/14' &II~ IIETWl!EN STEEL & CONCMTE FOOTING SIZES Pl!III DETAIL M.1.$, TVI'. •• lo - PLAN 'M' 211!1' ... ,._ .. lk 1· 1' .. r CONCRETE 001119 411 IIACl<STOI' CONCN!TIE FOOTING ~ACTtD SUl!IGAADII CD POURED IN P"LA0! COHCRETI!. WALL Oft INTI!GRAL COLOR TO MATCH OAVIS 'PALOMINO' 0A APl"AOVED EQUAL. 112" CHAMFER EDGES TYPICAL ALL SIDES. {]) #3 STIRUP 18" ON CENTER VERTICALL ¥ #4 REBAR AS SHOWN HORIZONTALLY 8" ON CENTER MIN. TIE ALL REBAR CONNECTIONS WITH 20 GUAGe STEl!L ~E @ 1.!!' X 2" FIEVDL ________ ]w,--.-. ........... (!} COMflACTIEO III.JII.OAADE PER 90IL$ lffl'OflllT @ 4• TfflCK CONCl'lt:TE F>AVING • !!IEE CML DETAIL @ PLANTING PER PLAN N10TES: A. GRAFFITI COAT ANO SEAL ALL SURFACES PER SPECIFICATIONS -,ji---HI"-- C NO SCALE l CIRCUlAR SEAT WALL/ ART NOOES: PLAN ,.___.., s CH I.it I D T O E SI G N G fl! 0 UP, I NC. IA.LANCING ARTISTIC !::XPltl!:SSION IN 0!$IGN WITH ENVIRONMINT•L SENSITIVITY 2655 Fourrh Avenue, San Di<,So, CA 9210, lltlepllone {619} 236-1-461 facsimffe {619} 236,8792 www. sc:h 111 I dtdesi gn .com Lie:. CA 2-138, NV 219, A'l. 3,413g l!!Ll!VA~ Pl!QJ£CT NO.: 02-«13 01111:: NO\'l!:""I!~ 4, 200<4 OESIONED 9Y: GS, r-.r... SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, OIi I. EXPANSION JOINT Pl!.R SDRSDC-15 G! ,00 O.C. MIN. C SKATE DETERRENT REVIEAL 7 k----112" DEEP TOOLED CONTROL OR EXP.ll.NIION JOINT CENTERED ON SKATE DETERRENT I REVEALS PER SDRSO C-18 ~ l---+--+----------------1-----le-----1--+--~ CTrJ CI~YcRE9TfoN fEi~T~~AD • L!QQJ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PINE AVEN 1UE PARK LANDSCAPE CONSTRUCTION DETAILS L-1.8 ~p?ffe ~K A. STEYAE//~ PARK DEV MA~O EXP 4 3065 DATE U DWN BY: >---DA_T_E ~I_NI_TIA_L-4-_DA_TE_. _._IN_IT_IA_L_. CHKD 8Y: __ OTHER APPROVAL arr APP·~OVAL RVl'.l2._JlY: PROJECT NO. 38022 DRAWING NO 421-5A ' I l'-11" t··=----i--~ 11'-0"' 8'-11" t-111-~~----,,-,:l""--"'11-il"'?~~ $i'OE ELFNATION Ll!Oel<IIC,: G) OHAIN LINK FAl!l"IC (j) 2" IIIAIL • Of"FSET Fm'NIIS AT POST TO Jl.UGN WITH INTE"tOR SIDE OF POST @ :,• !'IOST • GALVANIZED @ &ATE A I BAfflNG CAGE OET.lUI.. NO SCALE .___ .... 1 (INCI.UOI! ~ © 11'1..>.NS) ,.......__, Ci) !SA SIGN LEGEND: G) INT!PtkATIONlliL ·S'l'M90l 01' ACCl!!SSIEIILITV tDER ADAAG SECTION <4.30.1 SIZE, COLOfltS AND SIGN THICKNESS PIER !IIOR90 M-289 _,,--fl--{ 2 +-3 18'·0" 8'--0' t- 8'-<1" END ELEVATION -----1r-r -----, 4'-0" 4'..f' l,io--ir--1~ FRONT ELEVATl()N g• lji!A Olf!l!!CTIONAL SIGH Ll!!GENO: 3 11'-0" HT.V~IES •-m ·, -·' 3'.()" cc .. j _w-J!;;;ill;;;Wmlll;;; I ff' • LEGEND: G) CHA" UNI< FAl!lftlC (j) FOOTING !'ll!!R SCHEDULE @ COMP'ACTI:0 SUE!GRADE PER SOfLS ~PORT © FINISH S~FAOE @ OATI! LATCl'I FteLD ACCESS GATE -VEH'fiCUlAllt NO SCALE •r-.... P1!!RSfl15CTME 0 ~T. 1'!111.PLAN" -, 1'--0" 1-- LEOENO: G) CHAIN LINK FAMIC G) FOOTING PER SCMl!!DUUI C~IN LIM< C,,, FOR 12' FIELD .,._,,, ENTRANCE @ COMIPACTED SUlfflllltliDI! PE1ll SOILS M!PORT @ FINISH SUA!=~I (!) OATI! LATOH C FIELD ACCESS GATE· PEDESTRIAN NO SCALE INTEGRAL COLOR CONCRETE WI 114" WIDE X 1/2" DEEP SCORE LINES ON 11" SOUAREGRIO COLOR: DAVIS COLOR AOOBIE, OR APPROVED EQUAL NATURAL GRAY CONCRETE 4" ASPHALT CONCRETE OV!R l!r ~ CLASS II BASE ZERO CURii 8" P.C.C. 0\/!!R S" CLASS H BASE ADA PATH OF TRAVEL, 1.5% MAX. CROSS SLOPE •H--+-+-,,..H · ..... • H-+-+-+-H SEE SHEET L-1.0 FOR LANDSCAPE CONSTRUCTION LEGEND L-1.1 THROUGH L-1.4 FOR LANDSCAPE CONSTRUCTION PLANS L-1.4 FOR LANDSCAPE NOTES L-1.5 THROUGH L-1.9 FOR LANDSCAPE CONST. DETAILS i i () CONCRETE flOO"rlNG AND POST f'alt SOFISO #M-l!IA (j) FINISH <!IAADI! NOTE: G) INTERNATl10NAL SYMBOL OF ACCESSIBlllTY P'l!R AOAAG SECTION 4.30. 7 CQ,LORS ANO SIGN THICKNESS PER SORSO M-28B (} CONCRETE FOOTING ANO POST l'l!!R SDRSO #M>-28A (} FINISH GRACI! 0 8" CURii, PER CIVIL l!!NOINEl!!RS l"LANS © DECOMPOSED GRANIITE, l"1!!R Pl.AN • .. l . i: D A. SIGN SHALL IE INBT.aiU.S, 'Mt'Hqfll fllt.AN'l'INO AREA AND SHALL NOT OBSTRUCT TH£ PATH OF TRAVEL INT'ERNATIONAl SYMBOL OF ACC!SS181l.11TV (ISA) StGNS .__ _ _, NO SCALE ( WIOTM VARIES SEE Ft.AN Ol!l"l'H ~l!fl FALL HE!Olff N!QII. ,- 'ij----i++,-;,,,+----i.,.:,......+.-,--+-¥1,-m;.-,.,:,...,.,..,+-;.;:.,J-=: - ---II'' TTT__;,TTi-- -- '-, Ill --12" F I FI.E81lENT SURFi\ClNG NO SCALE ----~ G OMCTIONAL ~ TOWARDS N)A RAMIi' OR PATH OF TRAVEL NOTE: A. SIGN SHALL II! INSTALLED WITHIN Pl.ANTING AREA ANO SHALL NOT OBSTRUCT THE PATH OF TRAVEL I. 04RECT'IONAL SIGN SHALL INCLUOE MROW ORIENTATl!!O TOWARDS ADA RAMP OR ACCESSIBLE PATH OF TRAVEL Ll!!OEND: . C) ACCESSIBLE N!Sllll!!NT SURFACING 511• "n4IO< POURED IN PLACE TOP SURFACE EPOM ANO NON YELLOWING A!lflt1AL TIC URETHANE (20 'I RESIN). SEE CONSTRUCTION PLAN FOR MANUFACTURER. SEE PLANS/SPECS. FOl'! COLOR INFORMATION. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL SUBMIT SAMPLE OF COLORS TO LANDSCAPE ARCHITECT PRIOA TO CONSTRUCTION. RESILIENT SURFACING SHALL MEET ADJACENT CURS FLUSH ALWAYS. G) POURED IN PLACE SIIR ANO U"ETHANE BASE MAT. DEPTH OF BASE MAT LAYER TO MEET CRITICAL FALL HEIGHT REGULATIONS. CONTACT MANUFACTIJRER FOR INFORMATION ON CRITICAL HEIGHT OF MATERIALS WHEN TESTED ACCORDING TO ASTM F1292. APPROXIMATE DEPTH REQIJlf!EMENT 4"•WRIFY WITH MANUFACTURER. © © 0 COMPACTED StJIIGRM:le !'11!!111 SO!LS Rt!:PORT CATCH BASIN !>ER C'i\lll GRADING PLANS ,1• $OLIO P\IC DRAIN PIM!:. HE GAADING PLAN FOR CONTIMIATION @ 3-,12 INCH CONC"ETE 9UIIIIAH WITH e• CUfltB ALL AROUND SHAL.L M: PREPARED TO ACCEPT SURFACING AS PER MANUFACTURERS SPECIFICATIONS. exex10110 EWWM CENTERl!!O IN SLAB, TYPICAL. KEEP EWWM 3 INCHES MIN. CLEARANCE FROM EOOES OF CONCRETE. SLOPE CONCRETE TOWARDS DRAIN AT 1 % MINIMUM OR AS NOTED ON GRADING PLAN. ® ADJACENT SURFACING PER PLANS NOTE: ', ~ • I b ···-: i ' ' I -I \ ' © I" #4 DOWEL -EPOXY INTO SIOEWALK AT 2-4" O.C. (4" MAX. FROM EDGE OF CONCRETE) A. RESILIENT SURFACINO TO 1!IE FI.USH AND LEvet WITH SURROUNDING CONCRETE PAVING IN ENTIRETY I CROSSWALK (NOT RAISED) NO SCALE 011 r":'I ADJACENT PAVING FLUSH WITH RESlll£NT \::.;SURFACING s CH M I O T O E SI G N G R O U ? , I N C . IALANCING ARTISTIC f:XPltlSSION IN DESfG-N WITH lNVUONMlNTAL SENSITIVITY 1155 Fourth Monue, San 0118'), CA ,2,oS btlopl,oM (619} 216-1,462 f•nlmlle j619} 1,a-8191 www.scl,midtdesian.com ti<. CA 213&, NV 219, AZ l41J9 !-:·-··r -··-. . , ". I' . I ! I ' ,1 ii I ' I . ' I !, . ' .. : i I , ~ r : I I ✓1/ 1 ___ ~ / I 0 0 MIEQML COLOR CONCRETE WI 1/<4" WIDE X 1/2" DEEP SCORE LINES ON 18" SQUARE GRID COLOR: DAVIS COLOR A008£. 0111 APPROVED EQUAL 6" CURS & OOTTER, PER CIVIL ENOl'Ni:ERS PLANS (SHEET 50) ADA RAMP PER CIVIL ENGINEERING PLANS (SHEET 50) .. -----------+---------------i----t----t---1----1Czr] C RECREATION DEPARTMENT ~ ~ DATE INITIAL ENGINEER OF WORk REVISION DESCRIPTION PINE AVENUE PARK LANDSCAPE CONSTRUCTION DETAILS L-1.9 DWN BY: PROJECT NO. I. D~I\WING 110. r-D_ATE_~INI_TIA_L-t-_DA_T_t .,....I_NI_TIA-'-L-t CHKD BY: __ OTHER APPROVAL CITY APPROVAl RVWD BY, 38022 421-5.0, • c.o I -c.o -- FLOOR PLAN not to seale It 0 .- -,.,., ..... .,,._--------------.201-0"·---------------, i!'----------------18'-8"'----------------,r r--- I I I I t t I I I I I I I I I I I I I I I I I I I I l I I I I I l t l I I I I I I I I I I I ------------ TEAM STORA.GE ~ • i • .... I __J LL I I I I I I I I I I I I I I --------------------- i i • 2B'" DOOR ~'"""'I ELEC ROOM a:: 8 Cl ~ a. :r: I • 'ft. I '<:I" I I I I I I I I I I -.,.,.. I • I '<:I" I I I • I I I I I I I I I I FRONT ELEVATION not to scale ROOF TO MA.TCH ROOF OF SENIOR CENTE•R---""\ GATE, NOT IN CONTRACT-----. 'b I • ■ CONCRETE---, I I I· ' . I I ·.·fi·HP. · • ·.·•· . . . '· i.· ' .. ! ... !' I CUP03-18 • ,.,.,. ◄ .... ..... I • ,..._ I --- I I I ..,.. _________ L ________________________ ..., ______ , _______________________________ .--1 PRE-FABRICATED STORAGE BUILDING (NOT IN CONTRACT) not to scale ENTIRE SHEET NOT IN CONTRACT (FOR REFERENCE ONLY) Reatmom " Faolllttaa, L imlted s· -o" ,1,-1 '-6 II;~ .__ ________ , ____________ _:__--=. ________________________ _ 400 WffltRN IICW) ·MNO, Ntvl<O~ 11950e SIDE ELEVATION (77e) 327-IOII0 not to scale 111'111 ~rtiml !ti thil' !!M<'ll11111¥l!I P,l'l'll),111)' ~ ~$T1'00M r_i,c1Ll'f!E$ (t>ut eom,1D11y $!al >tl'loll not i,., r•;,t<>di,ct<l or (lle;l,;,,.o:l tQ Qt~•r-a l'jltho1,1t ~ wrltttn ,;,f t,r, ~[$!CENT of tilt COMPANY ,;,r oe ~uthoriH~ bAI wri'bten cort~oct wtth tl'l1 COMP' NY. {[1 RUfftOU111t ·~11'1111!$ 2003 li.JILDING At<Jll· NltTMOD or ¢()111Sffiucrrn1 l"ATl!NT 4,415,$04. t')'f14ffi U.$. II fOJ!EIGN l"A'f£N"tS f'ltNl'.IINC. SCHMIDT DESIGN GROUF', INC. , ••• •ei~li. el•• 1-~1..tiNCIN<:; AR1"1$TIC EXP,nSSION IN 0151«:iN WITH ENVIRONMIENTAL SENSITIVITY 2655 Fourth Annue, S■n Die&<>, C,._ 9S103 tel•?hont {61t} 236,1,+62 fac.lmlfe {619) •J6-871>2 www.schmldtdesian.com Lie. CA 1138, NV 219, AZ 3,4139 PAOJtCT HO.: Ol!-<!(13 OAK: 4, 2004 O[S!GN<C BY: as, cc, ss ORA~ IY: CC, KC, .1$, IV CHECKED IY: JJ, GS ~ i C TY OF CARI.SHAD I SHEETS I 1---+--+---------------t---i---i---,--, LZZ_J I RECREATION DEPARTMENT 100 l---+---if----------------i--i---r--r-7 PINE AVENUE PARK LANDSCAPE CONSTRUCTION DW~ SY: 1--"°'oA'""r::-E +-1N:;;;m;;-:;,.,.--L +---------------rno.-A rrr?E 1;;;1N1rn11ALAL"""i~oAAir'r[ 7',iMN1ru11AiL7 cHKD BY, --- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Tl PROJECT NO. 38022 I DRAWING NO. 421-SA ff AN SHAH ITRUC'nM■. PUN ITAGI IHADII ffWUCTUIII! • SIDE Yll!W ITAN SH.ADI ITltUCflMI • FRONT VIIW ,_, ... - Pl!R8fl'l!CTIVI YIEW L PICNIC IHADI STIIOCTURI . PLAN PICNIC SHADE STRUCTURE • l!Ll!VAnON • • • • + + + t + + .. + + ♦ ♦ • + + ♦ ♦ + + ... ... ♦+ti+♦ • ♦ I + + ♦ + ♦;++ ~· ~=::Jt:==~~~ + + -+ + + I I I I I I • • • + • • • • • • • • + • • • • L_ • • • • • • • - ' • . • + + + ♦ + ... + • • • • + + + + ... • • • ' . + • • • • + .,, • • • -- • • • • ., • • • Underground Service A:ert Coll: TOLL F"REE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG • •++ +++·+ +++++•+ • + ♦ + + • • • • +t'i'-1<++ .......... 1 .......... +·+ • • • + + + + + + + + + + "++++++ • • • • , __ 9lructurN 3tl0 Kalmus drlv• Oo•t• tffH, CA IMH P•mtne: 11".-421.etto Fu:: 114.◄27 .1113 www;,_MlotllWII,. I HM • • S CH M I D T D E $1 G N G R O U P, I N C. ,--r--r------------+---+--+--1---~LZID Cl~ECRE9!oN, DEt·R·T ... ME...,NT ~ r--t--i-----------+-+---l---+---t l-··-===-===p=1N=e=A==VE:::::::::::=N::::U==e=p=AR=K~==::::::: IA.LANCING ,UI.TISTI(. JXPU:SSION tiliil DE·SHiN WITH ENVIRONMENTAL SENSITIVITY 261,1 Foul'th A""nue, Sta Dle10, CA 9110, telephone {i.19) 236-1,+61 facsimile f61t} 2,S-t,ga www.sehmldtdeslgn.com Lie. c• 2138, NV"''· AZ 34119 SHADE STRUCTURES L-3.0 -.j '·J r L I -----I- I -----•-- ! I I ........... --------,-, MIRROR PLACl!Ml!NT Of MOWCUM PLANTING 11!0 1....--1 WITH EXISTING ONe I ~ 0 ;;1 () ·-I z .,, r-,. () m U) 1 .... m Q,) '< ~- ::i (ft <::!'. "Cl ::i _(C Q,) '< CUP03-18 I ST RE E-l ., ... •--··········----------------~-------------------•--'•l-...---L ' FOR DIMENSIONS I! OF PAFl;KING LOT .. . ·-··-----• -.. SEE CIVIL SHEETS !11----+--· .... -~···-······> ---~----, ' SEE SHEET L-4.0 THROUGH L-4.3 FOR LANDSCAPE DtMENSION PLAN C-9.0 TO C-9.4 COORDINATE PLANS FOR ADDITIONAL HORIZONTAL CONTROL AND LAYOUT l'NFORMATION SCHMIDT DESIGN G~OUP, INC. IA.LANCINC ,UITlSTIC f:}(PltUSION IN OESl(il't! WITH ENVIRONMENTAL SENSITIVITY 2655 F..,,th l'.venu•, Sin Oltp, Cl'. 9210, Pl'l0Jt0T NO,: Ol-40JI i.lepho"" {619} •!6-1462 facslmli.. {619} 23E,t792 www.schmidtdHign.com uA Tt: NOVi!M"1t.f< 4, 2004 Lie. CA llJ&, NV 119, AZ 341" IY: OS, cc, $R DIIAWN IY: 00, KC, JS, IV CHECKED BY: J.J.OS 1 .7 MA CHLINE DATE INITIAl ENGINEER OF WORK R!:\IISION DESCRIPTION LAYOUT Of FURNITURE UNDER PICNIC HL TER: Undergrmind Service Aler\ Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS SE FOR!: YOU DIG DATt INITIAL DATE INITIAL OTHER APP~OV•L CITY •PPROVAL ------------___ ,, ___ , l(-----: KEY MAP PINE AVENUE PARK LANDSCAPE OIM'ENSION PLAN -4. PROJECT NO. 38022 I DRAWING NO. 421-5A !'.···. ·.·· i\ ' F·· ' . r L I I I I I ' FOR II.A OF LIOHT STATIONS, Sl!!I ELl!CAICAl 1'NO CMI. SHEETS , -------- FOR Dlllfl!MSIONI OF DUGOUT, BATTl!R'S 90)(, ANO BATTEl't'S CAGE, SEE LANOSCAPE SHEETS FOIII DET.-.!LI. ' ' \ /\ ,' \' '1-. 4' ~ 0 FOPt l)IMENSIOIIIS / LAYOUT OF SOCCER QOM. AFlll!A see SHEET L-4.3, (TYl"ICAl BOTH ;.:1"11..::.i,iu..-..i -,--~--/------ ,// , c...,-, ' ' ./. I I I ' I I I ,,I, i11 11 /l I ,1 111 I Ii / I 0 i • ··-· -- 1----· ··-- i i 1· 1-----,.... ... -I I I ' FOfl LAVOUT OF CHl!STNUT Sf'll!IET i ! IW'ROVEMENTS SEE I Cl\l!I. SHEETS " ' ' I' I i \ \ \\ !! \\ /I \\ /I \\ /I \\ I /! I // __ ,,, __ SEE SHEET 1 ' • I L-4.0 THROUGH L-4.3 FOR LANDSCAPE DIM'ENSION PLAN C-9.0 TO C-9.4 COORDINATE PLANS FOR ADDITIONAL HORIZONTAL CONTROL ANO LAYOUT INFORMATION SCHMIOT DESIGN GROUP, INC. l·.A'LANCING AltTISt'IC EXPltlUION IN 0'1:!ifCN WITH ENVl·RONMENTAL SENSITIVITY ~655 Foum Affnue, Sin Dh!j<>, CA 921.i, telephone {619} 236,1462 facsimile {619} 236-1192 www.1~hmldtde1lgn.com Li<, CA 21'3, NV 119, •• 3•1'39 \ PRO-'CT NO.: 112-<IO.II lr",Al'E: NO\l!Mllllr.R 41 2()()4 •~ SIGHED BY: GS, cc. ss DRA'Mil BY: OC, ~C. JS, IV CHECKED &Y: JJ, 06 Underground Service Alert CoU: TOLL FREE 1-800 422-4133 TWO WORKING DAYS eEFORE YOU DIG CUP 03-18 KEY MAP ~ CITY OF CARLSBAD SHEETS 1----1----1------· -------~---+---+---+---! ~ RECREATION DEPARTMENT 100 1-----1---1------------i---t----1-.....,---i PINE AVENUE PARK DATE INITIAL DA TE INITIAL ENGIN~ER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE DIMENSION PlAN WN BY: __ _ CHKD BY: __ RVV.0 SY: L-4.1 RK A. STEYAERT ,.,/44,,- R RLA 2020 EXP. 4 30 0~ PROJECT NO. 319022 DRAWING NO. 421-5A _, I i; I 111 ! I, I I I i I □ ' I I · i' ' •-, · 1 r . I l ... ·-- SEE SHEET FOR DIMl:NStONS OFC1RCULAR NODES, TYP. SEE DET Ml 111.-Ul L-4.0 THROUGH L...t.3 FOR LANDSCAPE DIMENSION PLAN C-9.0 TO C-9.4 COORDINATE PLANS FOR ADDITIONAL HORIZONTAL CONTROL ANO LAYOUT INFORMATION I S.CHMIC)tDESIGN GROUP, INC. ·••· ·G• ••• : I~ I ( I I ·r1 I., ·IAt.ANCING AIU1Snc E~llltU'Ul'OH IN DISIG!lt WITH ENVIRONMENT~L .U.NSITIVITV 2'55 F11urta "'"~"•• 541~ Diep, CA 921t13 telephor,e {619) 2,6-1462 flctlMlit {619) 236,8192 www.schmldtdeslgn.com Uc. c• 2133, NV.,,. AZ 341t9 I. t0N IY: AWN 8Y: CC, ~c;, JS, IV CHECl<ED SY: JJ, OS I I . I l I Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CUP 03-18 KEY MAP ~ CITY OF CA ~LJUB L1HEOOEfS I t----t--t---------------1-----/---l----l--=.,.-_-~--1~_1._J RECREATION DEPARTMENT 1---+--+---------____,1---------+-----l-__J._----l PINE AVENU1E PARK LANDSCAPE DIMENSION PLAN t-;;:-DA'""'rtc--t-::,N~l'T::-:-IAc-L +----------------1----1---IL---+'----" DWN BY: --- t-_DA_T_E-L,.1_NI_T1•.c:L-1-.;..DA_TE.:.....1-.'ccN1Tc.:.tA.:;;.L-1 CHKD BY: __ _ ENGINEER O REVISION DESCRIPTION -· f WOR~ OTHER APPROV•L CITY ;PPROVAL RVWO 8Y: •,--- I ,. I: I I L-4. PROJECT NO. 38022 I DRAWING NO, 421-5A 1 I I MATCHLINE SEE SHEET L-4 .1 Nt-rnum purpose . . 3 I 1-- tti I I ~ I w ~ I ~ I ~ I R30°1, ~ I ---------------132'----~---------¼ rr-3• 1 ' 5 .0 r--------+-----;;O''----r 1 ' f' 'I l 1j R38.5-,./ ..,,--R38.0 I !OOlffiffi I .. , R38.5-,1 ' ' I /~ R2°J_ ,i -I v T 1 • ,--i ! ~~~·' -1- / / ' !~() 0'11 0 ·~ / 4 1 , I ;_ -10 R15 ,°1, , ·, ,; <1'2 0 S -FORLAYOUTOF / I --\'--/·-,---.LL .I •• / '\_, 0 CHESTNUT STREET R38 a--;,,_,_:;>,., -I- \ R38_5y R10 _o/ 45' IMPROVEMENTS SEE I"" CIV IL SHEETS --= -' I "'-R10.o ___ ., i ' ' I' I I .I I ---)IE-t--~30'-6"---,, EXI HOM p '-111f------------112'-6"'--------------,¥ FOR DIMENS IONS/ LAYOUT OF LIGH T STATIONS, SEE ELECRICAL AND CIVIL SHE ETS I I -x -•~---, 5' ITGATE ,=cos=,-.-R-1'~-~-,-, ~-p=R-1-0 cc~ -, -i~-~ ;;;. ,,------ , / --· ,, - R3°',/ >~'~fyp , _r-R30 - -------,----'V -... 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B ALANCING AR T IST I C EXPRESSION I N DESIGN WITH E NV I RONMEN T A L S ENSIT IV ITY 2655 Fo urth Avenue, Sa n Diego, CA 92103 telepho ne {619) 236-1462 facsimile {619) 236-8792 www.sch mi dtdes i gn.co m Lie. CA 2138, NV 219, AZ 34139 PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS Undergroun d Service Alert Ca ll: TOLL FREE 1 -/]C)C) 422 -1r-133 rwo WC ,Kl(IG DAYS BEFORE YOU DIG CUP 03-18 KEY MAP NTS l----+---+--------------+----+--+--1------1 ~ cr1r RE2Tr N ~ct4fT~~"~AD ! L!QQJ UA II:_ INI 11,,'.,,L DATE INI TIAL DATE INITl.1\L l:_f\lGIM_I:_::,: or WORK REV ISION DE SCRI PTIO f\l OTH ER APPRDVAL CITY APP ROVAL PINE AVENUE PARK LANDSCAPE DIMENSION PLAN L-4.3 O\NN BY: CHKD BY __ _ R\/\ND B Y: PR O,IFC:T NO. 3-3022 CUP 03-1 a-·· 7 ~---~---------------------------~--, RECYCLED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' DATED OCTOBER 1993. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE, OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER-SPRAY.AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10 :00 P.M. TO 6:00 A.M. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. PROVIDE A MINI MUN OF AT LEAST 18 INCHES OF COVER OVERALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE), AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER, AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING-SURFACES, NOT PIPE CENTER LINES . 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST 12 INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST 12 INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINEOR LESS THAN 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER 'DO NOT DRINK' SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS, WITH THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS, SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONT ACT CITY OF CARLSBAD PARKS DEPARTMENT AT (760) 434-2824 OR AFTER HOURS CONTACT CITY OF CARLSBAD PARKS DEPARTMENT AT (760) 434-2824. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT, SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ABOUT THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND NOT APPROVED FOR DRINKING PURPOSES , HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. 26. THERE IS NO WELL ON THE SITE. RECYCLED WATER SYSTEM FOR PINE AVENUE PARK PROJECT NO 38022 NOVEMBER 4, 2004 CITY OF CARLSBAD CARLSBAD, CALIFORNIA SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASY VISIBLE. PLACE ON 8--½" x 11' SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL BE AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS: (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.AOJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ABOUT THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES, SUCH CHANGES MUSTE BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. TAGS SHALL BE WATERPROOF PLASTIC, 3"x4', PURPLE IN COLOR WITH THE WORDS, "WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND" AVISO-AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROCED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOL.LOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2.ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. AL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS," RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BALCK LETTERS 1" HIGH ON A PURPLE BACKGROUND, THE DESIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING EQUIPMENT. SEE SHEET: DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD, THE CARLSBAD MUNICIPAL WATER DISTRICT, THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY REPONSIBILITIES FOR PROJECT DESIGN. GLEN SCHMIDT SCHMIDT DESIGN GROUP.INC. 2655 FOURTH AVENUE SAN DIEGO , CA 92103 PHONE NO . 858-236-1462 NATURE DATE GLEN SCHMIDT, PRINCIPAL REGISTRATION NO. 2138 EXP.10131/2005 INSPECTION PROCEDURES CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTALLY ANO VERTICALLY) D. PIPE IDENTIFICATION (P.O.C.'s) POINTS OF CONNECTION E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) DISTRICT FINAL INSPECTIONS SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITION INCLUDING WINO BLOWN SPRAY, RUN-OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART "A" AND PART "B' ANO PART "G" OF THE DISTRICT'S FINAL INSPECTION. 1-1.0 FOR IRRIGATION LEGEND AND NOTES. 1-1.1 THROUGH 1.4 FOR IRRIGATION PLAN 1-1.5 & 1-1.6 FOR IRRIGATION DETAILS SHEET INDEX DWG. SHEET NO. TITLE 83. TITLE SHEET & IRRIGATION RECYCLED NOTES 84. IRRIGATION LEGEND & NOTES 85. IRRIGATION PLAN 86. IRRIGATION PLAN 87. IRRIGATION PLAN 88. IRRIGATION PLAN 89. IRRIGATION DETAILS 90. IRRIGATION DETAILS CIVIL DISCLAIMER SCHMIDT DESIGN GROUP INC. IS NOT RESPONSIBLE FOR INFORMATION PROVIDED SHEET NO. R-1.0 1-1 .0 1-1 .1 1-1.2 1-1.3 1-1 .4 1-1.5 1-1.6 BY THE CIVIL ENGINEER INCLUDED IN THESE IRRIGATION PLANS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS OF ALL SCREENED FACILITIES SHOWN ON THESE PtANS. \ OCEANSIDE Site of Pine Avenue Park VICINITY MAP TO SAN DIEGO "°'" srale: NTS 3205 HARDING ST, CARLSBAD, CA 92008 APN:# 204-100-05 Ur;cerg roLnd Se rvice Alert Call: TOL L FRE E 1-8 0 0 ~22 -,1133 TWO WORK l~G D.~ YS BEFOR E YOU OiG It) CD SAN DIEGO COUNTY DEPARTMENT CARLSBAD MUNICIPAL WATER DISTRICT t-----j-----j----------------t------t--i-----t---t 1 583T I ~c_1_\_I_c_RE_9_Tf_OI_, _f_E~_-•_R_T~_1E_N8_r _A_D~ ~5_10_Eo_TS~ OF ENVIRONMENTAL HEALTH Approved By: ..±"'.-~--_--."~ ... ---::_.._.. .... =-_--r_.._._'c-_ AS-BUILT CERTIFICATES I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE IMPROVEMENTS SHOWN ON THIS SET OF Date _____ PLANS (SHEET 1 TRHOUGH SHEET 53) HAVE BEEN INSTALLED SIGNATURE AND CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH ______ p .E. No. SAID PLANS, APPROPRIATE STANDARDS AND ANY p,;nted Name ----DISCRETIONARY APPROVAL(S) FOR THE PROJECT. My Registration Expires Discipl ine W.O. P.Z. &0¾,-~ ~~---~l.~l_-~t 6~-~0~4~_ WILLIAM E. PLUMMER DATE REVIEWED BY DATE SCHMIDT DESIGN GROUP, INC. . •• ,. • • ( ••• BA LANCI NG ART I ST !C EX PRE SSIO N I N D ESI G N WITH ENVIRON M EN TAL S EN SI T IV ITY 2655 Fourth Avenue, San Dieg·o, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www. sch m idtdesign .com Lie. CA 2138, NV 219, AZ 34139 PROJECT N,0.: 02-403 DA TE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRA'M-1 BY: CC, KC, JS, IV DATE INI IIP.L CHECKED BY: JJ, GS Ef'-JGlt~:::ER OF WORK li EVISIO\I OESCRIPTIOt,I DATE lt~I TI AL ,J l"rlER APPROV1\L CITY APPROVAL PINE AVENUE PARK IRRIGATION RECYCLED NOTES R-1.0 DW~J BY: CHl<O SY: __ _ R\/WD BY: i'ROJECT NO. 3eo22 : DR AWl~J G NO. ) r 081506 00 0 w =E 0 G) .,, ~ I-Jo. I\) 0~ 0 CJ1 )> r L IM'IGA'l'ION NOTES 1. TH! IARIGATION SYSTEM Dl!SION IS IIAHD ON AN AVAILAIILE WATE•l't l"l'tESSUM: OF 101"$1 AT CITY SEl'tVICE. CONTRACTOR SHALL VERIFY WATER PRESSU"'1: PFtlOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE CITY OF CARLSSAO. 2. THE l!UfflMTICJIII SYSTEM IS !II !OWN DIAGllllliMMt.TICALLY FOR CLMITY. LOCATE ALL P"'1NG, VALVES, IACl<FLOW PRIEVENTEl'IS, AND OTH!R ll'tR1GATION EQUIPMENT WITHIN PLANTING Al'tEAS UNLESS NOTED OR DIFIECTED OTH!FIW1SE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAV1NG OR CURB. 3. l!XISTING UTILITll!II AMD NLD OONDl'T'IONS. "'"'°" T.:> EXCAVATION, LOCATE ALL CAIILES,OONDUIT!I, AND UNOEFIGROUND UTILITl£S. CONTRACTOR SHALL Ill! "'1:SPONSleLI! FOR AN UNDERGROUND UTILITY SEl'tV1CE TO LOCATE AND MAIIK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTUM SUCH UNDEAGROUNO IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNE!\ IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. .ti. ALL l'IPINO AND WIM!iG UNOlfll ~Al'l .tiNO ..,._\IN) AND 'l'Hl'IOUON WALLS !IH,l,LL IE ILE1l!Vl!t>. S. U9E two Wl'l;f.PS 0, THM!-01JAfllTEfll lN0H (314') TEl'l.OH TAF'l!t FOR ALL THRl!All!!lli VALV1!! CONNECTIONS. II. l"filCMDI!! PUU. IOXEI l'Ofll ·O(llfflltOL,1Ifllll>H> LOCAT!D UNOl!fll l'Aw«J AT ALL Cl'IANOl!I! lit DIR£CTION GREATER THAN FORTY-FIVE (45) DEGREES ANO WHERE W1RE FIUNS EXCEED TWO HUNDffl!D FEET (200') IN LENGTH. WIRE SPLICES SHALL BE MADE IN PULL aoxes OR CONTROL VALVE BOXES ONLY. 1. ALJTOMATIC l""'GATION OOlffllOLLEl't IS TO IE 9UPl'LIED ANO lNSTALLl!O !IV THE CONTAACTOIII. THE CONTRACTOFI SHALL BE Rl!SPONSISLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. I. ADJUST All Sl'fll!M.El'tS TO AVOIO OV!~Y ONTO WALLII, WALl<S, STREETS, UTILITY IIC»<U, IUILDINGS AND OTHER IMf'1l!OIIEMl!NTS. t. ,ti,L Sl'RINl<Ll!fll Hl!ADS SI-IM.L 8£ SET P!!lllll'l!!NDICLUJII TO THE "1NISH GRADE OF THI! AAl!A TO IIE IRRIGATED UNLESS OTHEFIWISE DESJGNE!D ON THE l'LANS. IG. CONTRAOTOR !!WALL IN!ITALL IN-I.IN! MTl-Ol'IAIN VALV!!S AS WAMANT!D !IV SIT! OON01TIONS TO ALLEVIATE LCHi HEAD DFIAINAGE. I 1. THIE CON'TMCTOR 9HN..L NOT Wllll'\JU. l' IIN8TALL THE IJPl'!INl(LER SYSTEM AS SHOWN ON THE Ol'tAWINGS WHEN IT IS Ol!IV10US IN THE FIELD THAT OBSTRUCTIONS, GPIADE DIFFERENCES OR DIFFERENCES IN THE Al'tEA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE l!ROUG1-1T TO THE ATTENTION Of' THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTF!ACTOR SHALL 9E RESPONSleLE FOR ANY REVISIONS NECESSARY. 12. THIE CONTRACTOft !lltALL ~ AN IJll'·T0-0ATE COMPLETE 'AS-BUI. T" R!!CORD IET OF ""IN'tS WHICH SHALL ae UPOATEO DAILY ANO SHOW EVl!l'tY CHANGE FROM THE OFIIGINAL DESIGN. 13. INSTALL IRRIGATION Hl!AOS IN TUI¥ AFIEM J:.FROM WALKS AND HAROSCAPE Aflll!Al!I. 1ll. ALL CONTROL VALVl!S SHALL II!! ~Ot.01!0 ANO GAOIJPED IN OH! AREA SHOWN ON fiLAN. VAL YES SHALL IE SET AT RIGHT ANGLES TO EOOES. lfolSTALL VALVES BOXES S' FROM EDGES OF HAROSCAPE AREAS. 111. LA'l'l!!IW. LIM! ENO fllUN8 "SIW.L 81! k· UM.ISi OTHUIWtft NO rm 1t. lfllOOATION Llltff!S $Mil.LL 91! INSTALLED IN l'lMCTING AREAe WHI!~ Fl!ASllltl! AND 'Wl'T'Hllll 12" Of' PLANTING AREA EDGES UNLESS SHOWN OTHEFIWISE. 11. COHTIIIACTOR SH.tiLL PLU!lff ALL MAINLIN!!S l'flllOfll TO INITALLATION OF VALVES AND AU. LAT!IIAL LINES PRIOR TO INSTALLATION OF HEADS. ,e. OONTfllACTOR SHALL ·llll!MCM: AND 01$CAM) Olll,11. Y, ALL l"lfl!NG Olstufll8l!O OUA1NG 'l'llll!NCHIIIG OPEl'tATION. fl. CONTRACTOR SHALL ~ IRRIGATION !IPl!!Cll"ICATION8 ~ TO ll!G;INN'INCl WORK. REFER TO TECHNICAL SPECIFICATIONS ANO CONSTRUCTION DETAILS FOR INSTALLATION PROCEOURE$, 20. OONTl'tACTOR SH.till HEAT IIRAND ALL fl'LASTIC VALVE IIOXES WITH THE FOLLOWIN(I LAIS!.$. Ali.L LETTEFIS SHALL IE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL SE PLACl!!O ATTHI!! SAMI!! LOCATION ON EACH VALVE BOX LID, ANO ALL LABELING SHALL FACE THE SAME DIRECTION. CONTROL VALVE 110,(1!9 SM,t,LL IE LA8!1.EO WITH CONTROLLER Ol!!IIIIONATION CON$-l!Cl.11'111itY A-1, A-3, A-3, ETC. QUICK COUPLER VAL VI! IO)(t!S IHALL !IE LA!IELeD "QVC' BALL VALVE BOXES '19V" FLOW SENSOR "FS' MASTEFI VALVE 'MV" STUB OUT BOXES SHALL IE LABELED 'SO' EXTl'tA CONTROL WIR!!S SHALL SE LAIIELED 'I.WI" 2'1. ALL IOL TS FOfll LOCfUNO VAL VI! !!OX LIDS IJl+ALL 91! ST A!NLUl!l STEEi.. 21. CONT!V.CTOR SHALL CONTACT CITY OF CARLSIIAD INSPECTOR l'flllOR TO ANY TIiie~ O!"ERATIONS. THE RESIOl!NT ENGINl!cER ANO CONTFIACTOR TO DISCUSS TRENCHtNO O!"ERATION& AROUNO TIIU!!ES ii.ND PLANT MATERIAL TRIMMING Rl!QUIFIEMl!NTS. ' 23. Wl"!l!fl!E TRENCHING NEAR TREE ROOTI, TAKE EXTREME CAUTt0111. NO't!FY CITY OF C:Aflll.SIJAO A.NCI i LANDSCAl'E Al'tCHITECT WHl!N TRENCHING OPEl'tATIONS HAVE SEVERED TREE ROOTS GREATER THAN THREE INCHES IN DIAMETER. :M. PfllO'VIOE CONCFl!!TE ™"UIT 11.00l<S ON AlLL MAINLIN!!I 2· )l' AM:) OREATl!R,"1:R CJll!!TAI. .IND SPECIFICATIONS.THE CITY OF CAALSBAD INSPECTION DEPARTMENT SHALL BE NOTIFIED 48 HOUl'IIS (ll WORICtNG DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT Bl!N!!FIT OF INSPECTION SHALL Ill! SUBJECT TO FtEJ'ECTION AND REMOVAL. ·' 25. CONTl'IACTOR SHALL COORDINATE WITH THE CARLSIIAD MUNICI.-AL WATl!R DISfflteT l"O!I! THI! INSTALLATION OF A NEW 2" RECLAIMED WATER METER ANO SERVICE LINE. ALL PERMITS,F!!ES, CAPACITY CMARGES, ETC. Wl•LL IE PAID BY THE CITY OF CAFIUIIAO 21. CONTl'tACTOR WILL H RESPONS,llllE FOR OITAIMNG A NO FEE, CITY OF CARLSl\le l!IUII.DING PERMIT ANO A NO FEE ENCROACHMENT EASEMENT PERMIT NECESSARY FOR WORK. 27. CONTRACTOR WILL Pfl!OVIOE TEMPORARY lfllRIGATION SYSTEM, OFI HAND-WATER EXISTINI) TUFIFGl'tASS, TREES ANO SHRUBS DURING TH!E CONSTRUCTION PERIOD TO MAINTAIN EXISTING PUllff MATERIAL IN GOOD HEAL TH AS DETERMINED BY THE RESIDENT ENGINEER. 21. Sl!E SHEET 1•1 .7 FOfll lV!CVCLIEO 'IW.Tl!fll NOTl!!S. SEE SHEET: · 3 11 l--.t PRESSURE LOSS CALCULATIONS FROM P,0,C THROUGH 2·112"' MAINUNE TO FURTHEST HEAD ON VALVE No. 00 PRESSURE AT P.0.C. MAXIMUM DESIGN FLO'W (G.P.M.) 2" WATER METER (53.0) __ PRESSURE REGULATOR 2' BACKFLOW PREVENTER a-112" !!ALL VALVES($) 2" MAS'l'ERVALVI! µ:.Jl&'_FLOW METER +-"--""'--MAINLINE LOSS FITTINGS AT 10% MAINLINE LOSS ELEVATION CHANGE X .433 TOTAL MAll«.INE LOSIII WOll!ST CASE SECTION AVAILAl!ILE PRESSURE ATWO!'ST CASIE REMOTE CONTROL VALVE (Fl.CV.) R.C.V. LOSS (1•1.2" IVC VALVE) LA'l'ERAL LOSS PIPE & FITTINGS fl 10% OF AVAILABLE PRESSURE AT R.C.V. ELEVATION CHANGI X .433 TOTAL WORST CASE SECTION LOSS AVAIi.MiLE PRESSURE AT FURTHl!!ST 70.0 $3.0 2.2 12 0 ,12 §.15 ,1515 48.111 1.5 2.1§ .215 3.1195 SPRINKLl!!l't HEAD <IS.If 1' REQUl'FIED AT IPAINK'L!!R Hl!AO i().O AESIDUAL PIU!S=S~UR_:::l!=-----------==~5,ff~=:....J ,r A 6' WALK Ol't CUfllll BUILDING WALL ~El'tl! APPLICABLE) FINISH GRADE IN TURF AREAS f'QP.Uf' SPl'tAY OFI FIOTOR HEAO AND NOZZLE WITH PURPLE COVER MULCM LAYl!l't IN PLANTINO AR!!AS FINISH GlltADE IN PLANTING ARl!!AS SCH.IIO P.V.C. Nll"PLE (2 EACH) SIZE Pl!R HEAD INLET. MARLEX STMET ELL (2 EACH) SIZI! Pl!'l't HEAD INLET. PUflll'I.E P.V.C. LATI!FIAL (P!R PLAN) 1. ALL P.V.C. "ITTING9 SHALL Be SCH.Ml EXCEPT WHEAi! NOTED. 2. ALL SCH.IIO P.V.C. ~EADS SHALL Bl! WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTUR!R @ 3' SPFIA Y DISTANCE 8" FIOTOR DISTANCE 17\ POP~UP SPRAY HEAD OR ROTOR HEAD \!:,; NOTTOSCALE • • • ·, LEGEND: {2) 9" DIAM. l't!fllFOl'tATl!0 PLASTIC DfllAIN PIPE 36' LENGTH • FILL WITH 314' CRUSHED AGGREGATE PVC ELL PVC TEE OR EL.I. 4 l'URl'LI PVC LATERAL L!Nlf Pl!R Ill.AN I.P.S. P'\IC FLEX RISER 6 1/2' SCH.IIO l'.V.C. RISl!R 7 WATl!l't !IASIN (SEE PLANTING DETAILS) ® P'l'tlCTION FIT ACCESS C/lJ' (DO NOT GLUE) !IUBBLl!l't PER PLAN MULCH LAYl!R PLANT ROOT BALL ® BUBBLER AT TREE PLANTING B NOTTOSCALE NOTES: A. CONTROLLER WILL BE P'ROVtOED ANO INSTALLED BY THE CONTFIACTOFt B. CONTRACTOR SHALL PROVIDE ANO INSTALL ALL EQUIPMENT SHOWN ON THE PLANS OTHERWISE INDICATED. C. SEE ELECTRICAL PLANS FOR 110V POWER ANO PHONE SERVICE TO CONTROLLER. X-1 ~- 18.11' .... :ON VAL TROI.LER/$TATION NUMBER VI! SIZE .-.. ~ I R-1.0 FOR IRRIGATfON RECYCLED NOTES 1-1.1 THROUGH 1.4 FOR IRRIGATION PLAN 1-1.5 & 1-1.6 FOR IRRIGATION DETAILS RECYCLED IRRIGATION LEGE'NO: S't'MBOL MN'FFt MODEL# s HUNTER ICVSERl!:S ...... NIIIOO T 41 llll!Rll!S EB WILKINS 811() ® RAIN BIRO 33LRC ,·, .,,. ,. T --rf v I· \' l'"-) ,,,_ '---· · __ ·-..v FEl!OO - ~ CM.SENSE ET 200M0-f!MII-RR-FL- -RB-G/SSE-FI ~ CALSENSE ET 2()00..12-M-RR-FLI SSE-Ft P.O,C. * - r-M·· L ... -- - [MY] SUPERIOR 3000 If§] CALSENSE FM•1.8 w CALSENSE ETG/ETGE • CAL!!l!!NSE R!l-1 ® CALSE!NSE 1000.1 -fl"'-'••-RW-•·•·-LASOO CLASS 31'5 ORl!OUAL 9CH.40 LASCO CLAM200 OR EQUAL 1----------Jo---------ICHl!D. 4G ,◄ VAi.CON MN F F if 8 e e PAIGE P-7171-0 t E '1 -. ~ . - WATl!RPl'tOOF EU!CTRICAL CONNE:CTORS , ~- OESCRl'F'TION REMOTE CONTROL VAL V1E WlTH "°"'"'-IE FLOW CONTROL HANDLE (SIZE l'ER PLAN) HUNTER INDUSTRIES (800) 733.21123 FOR MANIFOLD CONFIGURATION REFE!R TO Ol!TAIL LINE SIZE GATE VAL VII! NOTHERNS INOIANA BRASS COMPANY (NIIICO) (800) 234.0227 TRUE UNION BALL VALVE FIJLL PORT CAST IRON FLANGED BALL VALVE WITH PURPLE HANDLE ZURN INOUSTIFt!!S /WILKINS DIVISION 1 (877) 222.53511 314' QUICK COUl'LING VALVE W/LOCKING VIN'IL ,.URPLE COVER EXISTING 2" Rl!OUCl!D PRESSURE fl111!1NCll'LI! BACKFLOW PREV!NTE!l! NEW40 STATION CALSENSE CONTfllOLLER 'A" IN A CALSENSE STAINLESS STEEL PEDESTAL ENCLOSURE. SEE ELECTRICAL PLANS FOR 120V POWER TO OONTROLLER. NEW 12 STATION CALSl!NSE CONTROLL!:FI. "B" IN A CAI.SENSE STAINLESS STEEL PEDESTAL ENCLOSUI@. SEE ELECTRICAL PLANS FOl't 120V POWER TO CONTROLLER. CALSENSE SH.ill.L CERTIFY CONNECTION OF ll'IR!GATION CONTROLLERS PR10R TO ACCEl'ATANCE AND TURN OVER TO THE CITY OF CARLSIIAO. CONTACT FOl't CALSENSE CORPORATION 18 LAUREN WOLVERTON AT (780) 5$0-1835 POINT OF CONNECTION EXISTING 2" WATER M!Tl!R TO REMAIN NEW 2' MASTl:FI. VAL VE NORMALLY CLOSED SUPERIOR CONTROLS CO. (1!61) 257-3533 NEW 1-112" FLOW SENSOR CALSENSE CORPORATION (m) 9II0-18'38 NEW ETG GAGE WITH VANOAL RESISTANT STAINLESS STEEL ENCLOSURE FOR ETG. CALSENSE WILL DeTERMINE EXACT LOCATION OF ETG. CALSENSE COFIPORATION (7e0) 1180-183!1 NEW TIPPING AAIN IIIJUCKET CALSENSE WILL DETERMINE EXACT LOCATION OF l'lll-1, CALSENSE CORPORATION (760) 580-1835 NEW MOISTUl'IE Sl!NSOlll. PROV1DE 5!0NAL WIM TO CONTROLLE'R. CALSENSE C~TION (7110) 1!80-1835 NEW PURPLE !'\IC MAINLINE CLASS 315 2' I LARGER, WITH SCH. SO FITTINGS. SIZE AS INDICATED. PVC PRESSURE MAINLINE INSTALL 18" BELOW GRADE NEW PURPLE !'\IC PRESSURE MAINLINE 11/2' AND SMALLER WITH SCH. 40 FITTINGS. INSTALL 24" &!:LOW GRADE Nl!W PURPLE l"ll'C LATERAL LINI!, Jill' UNLESS INDICATED OTHERWISE, INSTALL 12" BELOW GRADE Nl!W l"~E l'VC l!ll!!'l!VE UNDE'l't PA\l'l!Ml!HT (2 X PIPE DIAMETER). 12" B,EYOND EDGE OF PAVING BOTM SIDES. ANTI ORAIN VAi.Vi! (SEE NOTES) 14 GAUGE Di'i'l:ECT BURIAL UF Wlfll! WITH 2 LEADS SACK TO CALSENSE CONTROlLER ONE PAIR FOR FLOW SENSOR ANO ONE PAIR FOR MASTER VALVE. PAIGE CAIILE IN A 1' CONDUIT EXISTING IRRGATION HEADe EXISTING REMOTE CONTROL VALVES CALSE'NSE 1000-8 MOlSTIJM! Sl!NSOII BURIED WITH1N ROOT ZONE t:::\'s;::===::;::::=~:::ft:==f::~::::~J--( '-#14 AWO UF WM'IE -,H---4'----'"'-----, MAXIMUM LENOMT 3,000 ft. NOTE; "-ReV FH!!LD WIRES SENSOR SHOULD IIE IUMl!AGl!O l'I FROM CONTROLLl!t'! COl':RECT SENSOR PLACEMENT 18 DETERMINED BY A CALSENSE FIELD TECHNICIAN. DIAGRAM REPRESl!NTS CORRECT SENSOR WIRING ONLY. DETAIL 1/1-1.5 M-1.6 Clfl-1.ll Dll-1.6 Gll-1.!1 . H!'l-1.e H11-1.e - . En-1.5 C/1•1.5 , F/1-1.8 E/1-1.8 Cll-1.0 P/1-1.5 1'11-1.5 1'11-1'.5 G/1-1.6 - - - . . WATER FOR ABOIJT 1S MINUT .. E::S:._ ______ _, BEFORE INSTALLATION ~, _ COl'tRECT SENSOR DEPTH LOCATE SENSOl't AT BASE OF IIOOTBALL DEPTH WILL VARY WITH SIZE OF PLANT MATEFUAL. COVER WITH COMPACTED SOil Al"ROXIMATl!l Y 3" TO ,4' OF COMPACTED COWR IN TURF .,,l'll!A!I MOISTURE SENSOR 1000-S NOTTOSCACe S CH M I D T D e: SI ~ N G R OU P, I N C. &A'L.ANC:lNC ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2555 Fourth Avenue, San Dle11<>, CA 92101 t&ltphone {619} •~6-1461 ftcslmllt {619} 136-1792 www.schmidtdesigr,.com Lie, CA 11~8, NY 219, 1.2 341]9 PRO~CT NO.: 011-40~ DA TE: HOVEM8£11! 4, 2- DEStGN[I) BY: OIi, cc, ss DRAWN BY: CC, KC, JS, IV DATE INITIAL l .,,,, CUP03-18 RECYCLED tRRIGATION LEGEND: SYMBOL MNFR MODEL# DESCRl"TION PSI NOmE G.P.M. RADIUS ARC DETAll ... HUNTER INST-CV 4" POP-UP FOR GRASS 25 ra . 11 7' •• M-1.0 SERIES e" POP-UP FOR SHRUBS 25 tH .31 7' 180' --• ADJUSTABLE ARC NOZZLE 25 TF :re 7· :ieo· )( 'SEE NOTE IIELOW" 25 7AAN VAR. VAFI. • HUNTER INST-CV 4' l"OP-UP FOFI OAASS 25 100 .31 10' eo· • SERIES 8" POP-U" FOR SH'F!UBS 25 10H .78 10' 180' I Cl ADJUSTABLE ARC NOZlLE 25 10F 1.95 10' 380' • 'SEE NOTE BELOW" 25 1~ VAl't. 10' VAR. e HUNTl!R INST-CV 4" P'Ofl'-UP F'OR Gl'tASS 25 120 .5& 12' w • SEFIIES 9" l"OP-UP FOR SHF\UH 29 12H 1.12 12' 110' • ADJUSTAILE ARC NOZhE 25 12F 2.24 12' 380' • 'SEE NOTE BELOW' 25 12AAN VAR. 12' VAR. • HUNTER INST-CV -4' POP-UP FOl't GRASS 25 1110 .811 15' 90' e SERIES 8" POP-UP FOR SHRUBS 25 15H 1.75 15" 180' • ADJUSTABLE ARC NOZZLE 25 151' 3.50 15' 380" • 'SEE NOTE BELOW' 25 111MN V.AJR. 15' VAR. II HUNTER INST-CV 4' POP-UP FOR GRASS 25 17Q 1.13 17' 90•• • SERIES IJ" POP-UP FOR SHRU81! 25 11'H 2.25 17' 1eo· • ADJUST ABLE ARC NOZZLE . 25 17'1' 4.50 17' 380· 'SEE NOTE BELOW' 25 17AAN VAR. 17' VAR. • V HUNTl!!FI INST-CV ,4" POP-UP FOR Gl'IASS 25 CS-515 .80 5')(15" -. 6' POP-UP FOR SHRUBS w HUNT!!fll MT-CV 4' POP-UP FOl'I GRASS 211 RCS-515 .80 5')(15' .. 8" POP-UP FOR SHRUBS w HUNTER MT-CV 4' POP-UP FOR GRASS 25 ss~ 1.20 5')(30' --8' POP-UP FOR SHRUBS & HUNTEFI. PCB PRESSURE COMPENSATING 25 F'CB-25 .25 ----11/1-1.0 SERIES E!UBBLER ON SHRUB RISER MNFR MOOEL# DESCRIPTION PSI NOZZLE G.P.M. RADIUS MC DETAIL @ HI.JNTEFI 1~ l'IOTOR HEAD WITH 4() 3' POP-UP 7.0 8.5 -40'-111' VAR. M-1.0 @ HUNTEfll 1-«) 4() 1G.O 9.5 <111'-tl' VAIi. ® HUNTER 1-et() 40 13.0 10.$ <tll'-50' VAIi. @ HUNTER 1-l!G 40 15.0 12.S 48'-50' VAA. @) HIJNTER 1·80 40 1e.o 15.8 II0'-55' VAA. ® HUNTER 1-80 4() 20.0 17.5 50'-!ll' VAR. FUTURE RECYCLED WATER LEGEND SYMBOL MNFFI. MODEL# DESCRIPTION DETAIi. ~ ~ • FOR FUTURE! RECYCLED WATEFI. SYSTEM (NOT IN COHTRIIICT) FUTURE RECYCL!!O 2" WATER Ml!!TEl't ltiM.8 AIM.I FUTUPH! RECYCLl!tl CAOSS CONNECTION TEST STATION FUTURE FIECYCLl!D WATER 'DO NOT ORINK" S1G1i1 li:u.lOATION IS BASED UPON A MAXIMUN OPElltATING PRESSURE OF 70 P'SI WITH A MAXIMUN DEMAND OF 68.0 GPM AT THE POINT OF CONNECTION. WATER COMPANY :CARLSBAO MUNICIPAL WATER DISTRICT PHONE NUMBER: .L!(7'-"6~0)~4'->!36!C·~27co2e!r.2 ____________ _ Underground Service Alert Colt: TOLL fREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTE: IT SHALL BE THE CONTRACTOR'S RESPONSl811.ITY 'tO INSTALL VAN NOZZLES AS REQUIRED FOR THE PROP!l'lt ARC. THE CONTRACTOR SHALL ADJUST ALL NOZZLES HEADS TO AVOID OVERSPRAY ONTO ALL BUILDINGS, WALKS. WALLS ANO HAROSCAPING. •~ Recycled -pipeline shalt be purple In colOr (Pantone #1522) and shall h-In normal one-half (1/2) Inch uppercaN le!tAlrs the words 'CAUTION RECYCLED WATER DO NOT ~INK". The ~ring ahaN be imptlnh,d In two (2) ~ IIMes oppoalte of each other. CHECKED IY: J.J, QI ENGINEE~ OF WORI< REVISION DESCRIPTION DA IT INITIAL OTHER APPROVAL DA IT INITIAL CITY APPROVAL •'I I I j I ~ ......... o,O .s:..~ 0 G") 'Tl ... .... t\) 8 ►.." (J1 > I CUP 03-18 POTABLE WATER METER ~ -4 ~-3 2" 2" 33.7 45.1 ~ -1 1" 20.0 I ·~--------' . "~ --c;.~-~~~iR~ \;!',_ -~~-~-~=R'i'~:i---~-'::;:::;l~-:::-:.:"".:j:~~~~~~==1~1='~~~~~~~ IF-t ---r--- ' ~~~~~~b1=~~~~~~~~~~~~·~~~·~ 1" --~ -* • n :, .. . --•-; ~ ~ . ·-. , .: .D. .. , . ~ / . , ..._. - ~~ SR CENTER SHRUBS; PROTECT IN PLACE ,. ...... · -, . . . --... . . ~EMOVE (E) SPAY HEADS AND LATERAL LINE IN SR CENTE TURF i 8 7 ~ ~REA (HATCH). VALUE B14 TO BE RE-USED FOR NEW SP Y HEAD LAYOUT FORSR. CENTER TURF AREA. ~-r---------==~-~~:~ _· -:I ·1 I : 1•·· lr I ! ) 1-===== J SEE SHEET: 1" 8 I 1" I I ' ! 7 I ---____ J R-1.0 FOR IRRIGATION RECYCLED NOTES 1-1.0 FOR IRRIGATION LEGEND AND NOTES 1-1.2 THROUGH 1.4 FOR IRRIGATION PLAN 1-1.5 & 1-1.6 FOR IRRIGATION DETAILS 1" •r-----~i:------~----tt--&:r--~r~~----~~~1•,· rt-~-----t~W,=jj 1•· 1" 1•· -7: t, 2" 2" SCHMIDT DESIGN GROUP , INC. BA LA NCI N G ART IST I C EXPRESS I ON IN DES I GN W IT H EN V I RONM E N TA L SENS IT I V IT Y 2655 Fourth Aven ue, San Diego, CA 92103 ' telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesig n.com Lie. CA 2138 , NV 219, AZ 34139 1•· '1 r, ' ' I . i ' ;1 \ i I I I i 1•· ! \ i ' \ \ __ ,\ PR<J.ECT NO.: 02-403 DA TE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV OiECKED BY: JJ. GS 19 -------., -------- ;\ '\j I \ \ \ \ \ \ \ \ \ ' ' I \ \ \ \ \ \ \\ ' ' '· NORTH 0 10 20 SCALE: 1 "=20'-0" 40 r ----- , ,I II ii I ,1 \~ J ·1 \ \ I \ \ \ I I \ \ \ __ _.,,,,,; \ "' ., __ ~ '-.._ '· '~ ' 16 '-- \ \ \ ' I I I I I i ~ i I I t::i:=t=cp±=:;=;::qfilil I._ I ' . , , f r- 1 1 ,r !_L I n I ' ! -:::1=.-i +=l==t=tt=tl===+:lll ii I • ' . :::r::: 2'! .,.._ JJ '~ .. ,. \ \ & 11 ,. ~ :rREE w / BUBBUy'if, TYP. ' I I (TREE GRATE) j I ,~"~,~~~1 ' ~ / 11 ' 11 I 11 UICK COUPLER, SEE SHEET C-7.1I I I I I POTABLE FEED TO DRINKING I FOUNTAIN DRINKING FOUN1AIN (SURROUNDED Ii¥ CONCRETE AND D.G. PAVING!) 11 I I ~-23 II ! 2• I A 241 I i 52 0 3:·~ I I I 1" ' 1'" 31.2 I 26.0 1" Underg round Service Alert Call: TOLL FREE 1-800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG KEY MAP N T"" I I-w w I Cl) w w Cl) w z .....J I () I- <( ~ NTS 1---+----+--------+---+-------+----+-----f ~ ~==--============--=====: CITY OF CARLSBAD RECREATION DEPARTMEN T SHEETS 100 1----t----+----------------t------t---+---+-----f DATE INITIAL DATE INITIAL DATE INl11AL ENGINEER OF WORK REVIS ION DESCR IPTION OTHER APPROVAL CITY APPROVAL PINE AVENUE PARK IRRIGATION PLAN 1-1.1 APPROVED -~ti, PARK DEV. OWN BY: CHKD BY: __ _ RVWD BY: MARK A. STEYAER T /ft ~/'. r; 1/ S::-?Jf= ER RLA 2020 EXP. 4 30 0 5 DATE' PROJECT NO. 38022 I DRAWING NO. 421 -5A ~-------~ - ', ! (X) 0 01 :E 0 G') ..,, ~ ~ I\) 0~ 0 01 )> I EXISTING 2" WATER METER AND 2" BACKFLOW PREVENTION DEVICE TO REMAIN. CONTRACTOR VERIFY EXACT LOCATION OF EXISTING UTILITIES AND SERVICES. SEE CIVIL DRAWINGS. I NOTE: UPON INSTALLATION OF RECLAIMED WATER METER. CONTRACTOR SHALL REMOVE EXISTING 2" BACKFLOW PREVENTER AND CAP MAINLINE I ~---CONTROLLERS TO BE CONNEC TED TO EACH OTHER BY PAIGE CABLE IN A 1" CONDUIT. / WILL DETERMIN E EXACT LOCATION ON INSTALLATION. 11 2" I 20.7 44.4 co f EW 2-½" RECLAIMED PURPLE PVC MAINLINE CLASS 315 TRANSFORMER: SEE ELECT. SHEETS) EW ET GAGE, MODEL ETG/ETGE.CALSENSE REPRESENTATIVE\ ~ ~-: ~-8 rNEW RAINBUCKET RB-1. ATTACH Tp FIELD LI GHTI NG POLE ti ~"}'""li,~,~~;'"g~\-""",,.1'i"D!!'. :~ .. ,..~--~ __ .. _-__ .. _-__ .. __ ~_.'.:".1::;r-rlr, -'t'-;r-aa----"!i~"ia,'i"a'!i',0"1',,>";'.il:fP':o'il"lJ[oo] l"fflo: ~. ----+----,: \ --' ~----11·L_ i-,1:~--li-~--~ ~I '~~ ,---- _L Utility Le@end Water Line Sewer Line Recycled Water Line "Do Not Drink" Sign II 'x -. '--:-/•1"·;;!--I 11 \ ~' ;J_, ~ ~~ ~ I 11-2"-i . . ?/V ~~ "\, --I ~ • "'f" -'·~., _ _,__.__, ··•:·-0"· 1>c_1:'.J.,1 =f ~/.. . • -,~¾\ ~I I ~. ..., i-I -'& ..-~,( "'& I~ e ll ") ~ ... 1•·"'ct, ~ ,e ~j/J)), "'l;jJ, __ ~~~~~~..'::·~'~~&•l~t--t----1 I ii' I ' ' - "~+==t~=+==::t==i:==t==t:==i:==1•==:J===i:==!=::Jl ~---);c-~ ---~ ~ ~ ~:_ ~~;f,;:'.::':"!~.o PROVIDE " / = , ' ELECTRICAL B 'P,<· I: ' ''--' / "B; [) 'f L ~ , 10::, ~-~ t-'~'"K ,0--/ : 1 ~g~~i~ ~PULL I • SEE ELEC'i'R19/'ll:-SHEI 'fS L A: .ll., " ' '--' / . 't;J,_' ~· .~' 1~~ t4',4, '-' FUTURE SE . , x -~__, ¥ , :to x,,,c-~~~~~~,:::;;~~~ ·· ' I I \~L • • _ • • ~~ _ 1E.:3~~ 80 ~IT WI~~ ~~~N~l,?~~B;~ ~ E_t~=+ .. ---. • • -_\ • • • • . 1 Ei Lr.-.. 1 _r T"" NEW CALSENSE CONTROLLER "B" ET-2000-12-MR-RR-FUSSE-R--~ (BOX:j-• I • I SEE ELECT. ... T"" IN CALSENSE STAINLESS STEEL PEDESTAL. INSTALL PER THE SH EETS) 1,, _.. • ..., I i/Hif+--FUTURE 1 MANUFACTURER'S SPECIFICATIONS. COORDINATE INSTALLATION r • '' ,, ' V. RECLAIMED .f\ 1,, I WITH CALSENSE, CONTACT LOREN WOLVERTON AT (760) 438-0525. '~ -•-! ,~" METER f'?> ''--I--SEE ELECTRICAL DRAWINGS FOR ELECTRICAL POWER AND I I WIii Li--=--~--=-, -__ .. T." :~~ __ 1 ::~PcHA~:::~Ec;::;:~~~;R "A" ET-2000-40-MR-RR-FL-RB-GISSE-R----_-_-_,, --------1---~ 2 1 I nnjALSEl'JSE STAfl'J[ESS-STEEL PEDES~.C-[NSTA[LPERTRE r -------7 1 I MANUFACTURER'S SPECIFICATIONS. C ORDINATE INSTALLATION H h7 I l &,h Cf) , \ wITH cALSENSE, coNTAcT LOREN woL ERToN AT (76oJ 438-os25 I n ---&: ! tH I .-. I I ~EE ELECTRICAL DRAWINGS FOR ELECl RICAL POWER AND 'f>& -I -, 0 c, I' ~ELEPHONE TO CONTROLLER. I / 11 • I -----I .• , \, Cf) / '~ I I / 11,:,---: -I .. J-r:,; 1•:__' wz I \~) I / I ,f:lf'r"'~: ~-'J;' 1 1 II -'-G ' ...---1 INSTALL MASTER VALVE/FLOW SENSOR CABL""t-----< 1 , h= 0 FROM MASTER VALVE I FLOW SENSOR LOCATION TO SYSTEM I / ir • 1 I 11 \ .....J I TO CONTROLLER ENCLOSURE. • '-.\I~ B L EW 1-½" (FM 1.5) I 1]1 -.--,I, I -1.)'' ~ I " , .. --/,, --"-~ ---/_ -_-----/ /N;:J:~L~s6~~s~~LVE I / / '-11 ~ ~-l +__ ~-j ..:::::: I '----·-· T j_ ' a ' r / ; I r¢::::t':=tl= ,1: : ,_ c.o' ~ i=.J '1 \ . ... l~-sj;11"i',,. ·, i FENC7 I l 3lI' / -:, -, "-1 ,, ,. (ARTIFICIAL TURF FIELD) !;; ____ ~ 'f' 1 • , -~~ ·1----------------_)'2 ---I -<~.__ ~~~;,A~MED I-~ I / 11 I -' : ~ I ___l~ ..----COMPONENT~ I I I POC FROM 2~" STUB OUT TO FUTURE ~ I EXISTING FOR FUTURE RECLAIMED TER__ __RW CONNECTION METER __ j[ I ~~~ARGEMENT OF P.0.C. AND FUTURE RECLAIMED METER LOCATION 11 ~ ~ II ]! ' cL ' _ ii J O Cl I / I ~o. ~ll•• ::1~,}::I I / I btj -·.. f~I I ,..,.---· -/ ~ 111.~@ : : ~ / ~ I I ,1 I lf.O 1:..:~ 't: :" • • " ' ' 0 " I b ' "j 0 " • 0 • D • D . " ' ' D D ~l : ill I ; ~ .\ ; I ~ i11 .¥14( . ,;-z. .. ·.;t" / ' ' ' ' ., I ,K ( 1( 1-' ~, -m 8 ' ~ .. t0;:: 11:.:" ·1-------------\ ----e----,~-------N~----; ~ ,\:':: :~,:: 21=--~ -._ { --,_; "';0 2~ I 1.::.. I I \ / / MAINLINE AND VALVES ARE SHOWN FOR GfjAPHIC hll.1(1 HRJ '•" ~ L CLARITY. LOCATE WITHIN PLANTED AREAS . I 1 v ~ / / VERIFY LOCATION WITH OWNER'S REPRES,NTATIVE t ):J ~'/, " BEFORE INSTALLING. ~I T"" --;;;:-~ I --•--• •-I -• 1-'.'.._ 1 } 1-'.'.._ , I ' MATCHLINE SEE SHEET 1-1.4 SEE SHEET: l I \ R-1.0 FOR IRRIGATION RECYCLED NOTES 1-1.0 FOR IRRIGATION LEGEND AND NOTES 1-1.1,1-1.3 AND 1-1.4 FOR IRRIGATION PLAN 1-1.5 & 1-1.6 FOR IRRIGATION DETAILS SC HMIDT DE SI GN GR OUP, INC . BA LANC IN G ARTISTIC EXPR ESSION I N DE SIG N WI T H E N V IR O N ME N T AL SEN S I T IVI TY 2655 Fourth Ave nue, San Diego, CA 92103 telephone {619} 236-1462 facsi mile {619) 236-8792 www.sch mi dtdes i gn.co m Li e. CA 2138, NV 219, AZ 34139 --'It/ -- --s --...i:;RW-• · --RRV✓-• • -• () I )> (/) m "'Tl -m r 0 (/) ( NORTH I I I 0 10 20 SCALE: 1 "=20'-0" UP 03-18 ) Lndergrounc Ser vi ce i'.l ert Call: TOL L FR EE 1 -Q:~111 , ___ 1 \_,, J 422-41 ,33 40 TWO WO,~KI\JG DAYS BEFO RE YOU DIG KEY MAP t----+---+--------------1----1-----+--+-----l I SaH'c6ET I RECREATON DEPARTMENT '===--"'--'-----=--'--'=---:::::'===========-'===::; CITY OF CARLSBAD SHFFTS 100 PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV D.-".TE INI-IAL CHECKED BY: JJ, GS ENC~INEER OF WOR'\ DATE INI TIJ..L Dl'-.ff INITIAi REVIS IO\J DES CR IPTIO \J OTH ER APPROVAL CITY .t1PPR CVAL PINE AVENUE PARK IRRIGATION PLAN 1-1.2 D\tv'N BY· __ _ Cl IKD CY: __ _ RVWD EY: I --rROJEC~ l__ 38C22 ---_ I DR/\'vViN:::-; r\JO . 4 21-SA - . l \ ) 00 C 0) :E 0 G') "T1 +:ii, t-Jt. tv 0~ 0 01 ....... I I MATCHLINE SEE SHEET 1-1.1 '--'.'.i I ADJUST EXISTl~G SR. CENTER-~ SPRAY HEADS {'ROUND NEW CONCRETE PA H REMOVE VALVE A12; H ADS AND LATERALS REMAINING VALVE SE UENCE PROTECT PLACE ~~\ \13 1' \33 1> / \ / \ / /---\ - i A14 I A12, '' \ {' ½ / ' . ' ' I \, w z :J z ~ "' z ;:: "' x w ' n -~, --i'--\\ " '11::;;:==1" ..,',n-1-........;1-r--'-i 1"'" :0"" 1" 1" i __ _J ,.,,, PICNIC T !\LES 0 ~E (UNDER S~ADE RUCTURE, ON <!:ONC~T AVEMENT, BOU~DED y RETAINING WA~u) --M ·- --di. /------,, / A10 \ 18 1 ; \ . (E) VALVLE A10 PROTECT-~ IN PLACE. (FOR EXISTING TREE BUBBLERS) ~ SEE SHEET: R-1.0 FOR IRRIGATION RECYCLED NOTES 1-1.0 FOR IRRIGATION LEGEND AND NOTES 1-1.1,1-1.2 AND 1-1.4 FOR IRRIGATION PLAN 1-1 .5 & 1-1.6 FOR IRRIGATION DETAILS 2 20 \ \ \ I ' ' I I I I 14" / ,r---~'}__ '---'-~ /! 16 1'" I /y\Lr\ :l~;,!i::: I 1" A-27 1" I 1'" I 1" I 1: l rtlb -PICNlefABLEjSt/JRGtlNDED _J ~ BY CONCRETE AND 5' FROM I LOW SHRUB PLANTING) I I CUP 0l-18 2o~~f'--\7"_1'-:;2?-0 -r~--rr-4---9't=r+4 -rtr=:=----ti ==ti I I 11 u ~UT & 9AP (E) r!if-1NLIN A? & n EMOV VALV A9 , A u Li u Li NOTE: MAINLINE AND VALVES ARE SHOWN FOR GRAPHIC CLARITY. LOCATE WITHIN PLANTED AREAS. VER IFY LOCATION WITH OWNER'S REPRESENTATIVE BEFORE INSTALLING. REMOVE VALVES A7 & A6 s CH M I D T O E SI G N GROUP, INC. BA LANCING AR T ISTIC EXPRESSION I N DESIGN WITH ENVIRONMENTAL SENS I T I VITY 2655 Fourth Avenue, San Diego, CA 92103 telephone (619} 236-1462 facsimi le {619} 236-8792 www.sch m idtdes ign.com Lie. CA 2138, NV 219, AZ 34139 1" PROJECT NO.: 02-----403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS 0 0 0 ~i, ·-;tt:=::t. 0 0 0 0 ' a o o o !J O O 0 ' 0 10 20 NORTH SCALE: 1"=20'-0" A-32 1" 2" 68.0 ,?- ·'" 40 Ll ill !1 I ~ I I: LLtt1 I I~ w I~ z Call: TO LL FREE 1-800 -122-4133 T\\/0 WORK lf,IG DAYS BEFORE YOU CIG KEY MAP NTS 1---L___---l--__________ _j__-+---1-------+-------' I SH8E7ET I CITY OF CARLSBAD I SHFFTS RECR EA TION DEPARTMEN T 100 PINE AVENUE PARK IRRIGATION PLAN 1-1.3 --+---+-----+----+------,· ~i,R'i-:V,~~~-C~,\•~c~, ~d~-2'?z~~12,.i .2, ~K ;\ '3TEY/o,ERT// ~~ l------l--+----------------1------+----l---------l----l _P/1,R_K_DE\/. RLA 202C· EXP. 4 /sJC, /05 DATE DATE INITl1.\L 0 ,4 T':: '~ITIAL DP.TE lf\JITl..:'\L ENG INEER OF WORK REVISIO~I DESCR 1PTIOI~ OTH ER APPG:D\1A.L C TY AF-'PR OVAL D\NN BY ~H<D 3Y· RV1ND Bv: PROJEC T flO. 3,60 22 DR/:..WIN G I\JO 421-SA ' - (X) 0 -..J :E 0 C') 'Tl ~ ~ I\) 0~ 0 0, )> 1" -' ------ I I I ,_ ------- i - _ _L__ i ~ ~"' "''"' ~ ~, I I I 1" I 1" Ii 1I 1'1 !.t, I I &). I / 't ---L__--=.J "=r==WT I = I I = rA~~;1 L &~j = n NOTE: 7 _J_ MAINLINE AND VALVES ARE SHOWN FOR GRAPHIC CLARl1Y. LOCATE WITHIN PLANTED AREAS. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE BEFORE INSTALLI NG 7 I I I _J A-37 ~ 1" ,4 18.0 MATCHLINE SEE SHEET 1-1.2 1-~---JI . . 'L,- ~ -40 2" 38.1 1 I I I I I I I I I I I _J -=---::;_ - - - I 1" ,h~~ 1'" 401/\ 1f" " Q I L- ~=~~~&~~=~~~~:iti&~&~1~~1~~~tii1~\1~~~\\~=1~, .. ~1~.~.~~~~~ru~ !f-2t' , r"' F 71 -- 11 b l, IL I I ----lL'.:':'.JI --1 = = I ■ [T' _J 1i I ' 1''. 1" 1' 1" 1' --- "' ~~~~ SCHM I DT DESIG N GROUP, INC_ BA L ANC ING ARTISTIC EXPRESSIO N IN DESIGN W I T H ENVIRONMENTA L SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236 -1462 facsimi le {619) 236 -8792 www.sch m idtdesi gn.com Uc. CA 2138, NV 219, AZ 34139 - PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS CUP 03-t& SEE SHEET: / NORTH 0 10 20 40 SCALE: 1"=20'-0" R-1.0 FOR IRRIGATION RECYCLED NOTES 1-1.0 FOR IRRIGATION LEGEND AND NOTES 1-1.1,1-1.2 AND 1-1.3 FOR IRRIGATION PLAN 1-1.5 & 1-1.6 FOR IRRIGATION DETAILS Undergrou nd Service A.lsrt Ca ll : TOLL FREE 1 8(JCJ 422 -41.33 TWO WORK ltJG D/1 YS BEFCJRF YOU DIG KEY MAP NTS 1-s~E~TI I CITY OF CARLSBAD I SHEE TS 1----+-----+--------------1----+----+---+-----, L§§J RECR EAT IOt, DE ''A~IT 100 l----+-----+--------------1----+----+---+-----, DA.TE INIT A_ EN(JNEER OF WORK i RE VISION DESCR IPT'ON OTHER li..P=>ROVAL CITY ,6..PPRD\/AL PINE AVENUE PARK IRRIGATION PLAN 1-1.4 ;\P_P.%)1fc_ /, /, / ,/ ~M!'~~;: STE Y1\ERT ,//41f//Ad-//Llf#r~;{ 70 H";'-r,. V ~ 'f---q ~ PARK DEV. lvlANAGE,~LA 20 20 EXP. 4/30/0 , D~.TE OWN 3Y: __ CHKfJ BY: R\/,VD BY: FR0JECT NO. 38022 DF:AVV NG hJO . 421-5A - l 08'\5 06 00 C, 00 :E 0 G') 'Tl .f:i,, ~ I\) 0 ~. 0 01 )> ,r ; ' ' ! I ! ALL MANlrOU) PIPING ANO ISOLATION VALVES TO eE 2-1/2" INTO·~ CONTROL VALVE ANO 1" TO EAC'"1 Q.C. LEGEND: CUP03-11 •r---1r.:r.:.:.:::::1:~J:~==~=--:r _:..1.:""" ,,,,------<2 PURPLE P.V.C LATE!AAL LINE Pl!'R LEGeND. P.V.C. MALE ADAPTEfll 12". 0 © © © SIDEWALK PURl"LE ~1181.JRE SUPJIIL V LINE! (SEE l"LAN FOR SIZE) IAI..LVAL\IES (SEE SPECIFic..TIONS AND DETAIL 0~•1.5) QUICK COUf'll!FI ($EE LEGENO N>lD DETAIL 0/1-1.5 HEAT BRANO ALL VALVES @ MANIFOLD CONFfGURATlON A NOT TO SCAI.I •J----- ,_, 1 ·1·· i ,_ -. : ' ~----I ........ .. ------1 I , I . ,----. I I ' ® BALUGATE VALVE D NOT TO SCALE © © 1·-r ELECTRIC CONTROL VALVE MANIFOLD Plfl!-SAMI: SIZE AS il'Rt!!SSURE SUPl>l. V LINE LOCATED UNDERNEATH VALVE 80XES NOTI!!: l!ACH MA.OLD SHAll HAVE A MINIMUM OF Hi' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLll:D l'N fl'LANTER AREAS WHENEVER POSSIIIILE. LEGEND: 0 ® THR!ADEI) PVC SCH 90 l'fflllPLl!S (NO CLOSE NIPf>LES TY'P.) PURPLE PRESSURIZED PVC MAINLINE 3 . PVC FEMALE SXT ADAPTER 19' : PVC SCH 80 UNION VJIIL VI!! AS S:PEC1FIED ON Pt.ANS POSITION VAL VE IN BOX SO THAT HANDLE IS FREE TO OPERATE. PURPLE 10" ROUND VALVE BOX FOR2" AND SMALLER, 11"X19" RECTANGULAR VALVE BOX FOR 2·1/2" AND LARGER (PER SPECIFICATIONS). INSTALL 2" ABOVE FINISHED GRADE tN SHRUB BEO; 112" ABOVE IN LAWN AREAS FINISHEt> GRADE PVC FEMALE ADAPTER PEA GAAV!!L 1/2" DIAMETER (AF1"ROX. 1 CU. FT.) UNMORTAREO BRICK FOUN0ATJON LEG!'NO: 0 1ll"ROIJNI!) 11'1.AST1C ~\IE IOX 'NI & Q,C. HEAT BRANDED INTO TOP. WITH PURPLE COVER © QUl(ll( COUPLER VAL VIE (NON-PO'I' AILE) WITH ACME THMAOS Fl'eR PLANS CD f!!NltlH OAAOI. AU.OW 'Z' Cl!!PTH FOR TOP MlllCH CINI!! CUl!IIC FOOT CONeflll!!TE 1'fllRUST BLOCK 2 <I FLOW II I ' ·-·-I ! ... '.:,~:: ; ·:::,:_::. =_:, __ i',-l--.-.-_1-_1TL -__ ,-----11"'-' l':.::11 j: .,: -•---1 1---• I '---IHI 15 NOTES: 1 . ALL THRl!AOED 'P'IPE OONM!CTION!I fillLL SI! SEALED WITH OVERLAPPIN•G WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL l!IE K.13.''0Nt!-STEf>' PRE-FILLED TAN) OR EQUAL. 3. DIRECT BURIAL COMMON AND CONTROL. WIRES WILL BIE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. lo .. $CH. 80 P.V.C. UNION 0-RINGTYPE LASCO OR EQUAi. SCH.80 P.V.C. NIP'P~I! WATEF!flROOF WIRE CONNECTORS PER NOT!$ AEMOTE CONTROL ELECTRIC VALVE PER LEGEND 12" RECTANGULAR ~l"LE PLASTIC VALVE BOX !CARSON) WITH LOCKING LID, CONTROLLER ANO VALVE NUMBER HEAT BRANDED INTO TOP FINISH OflADE • ALLOW 2' FOR MULCH IN IIIHRUS !IEDS s,ET FLUSH 11N TURF SCH.80 P.V.C. NIPPLE SCH.SO F!M/lill! ADAPTER f>V.C. PIP! ICH.40 P.V.C. EU @ 1 13 SCH.40 f>.V.C. TEE MAINLINI!! @ PURPLE PRESSI.JlltlZEO f>.V.C. MAINLINE PER LEGEND @ 24 VOLT DIRECT BURIAL Wi'RES FROM CONTROLLER PER LEGl!!ND. @ 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTIN<l VALVE BOX @ UNMORTARED BRICK FOUNDATION 10XPIPI DIA. MIN. UPSTREAM FROM SENSOR G) 'fO" 11101:JN1:)· VALVE eox !DO NOT OUT AOOfflOHAL HOLES INTO BOX) (!) FINISH SURFACl!i @ CMILE FROM MASTER VAL VI!: TO CONTAOLLl!R ASSEMl!IL Y @ 1-/14" CONDUIT f'ROM MASTER VAL VE ASSEM9L V @ CONNECT WIRE°s TO VALVE USING WATER TIGHT CONNECTORS @ II" DIA. ,cL 180 PVC $1.EEVE (OTO REST ON TOP EDGE OF PURPLE PRESSURE sum y LtN£) II ll: PIP!!: DIA. ~.OOWNSTR FAOMSENSOR (V 1-l/,' SCH.40 WIRE CONDUIT WITH SWEl!:P FOR FLOW SENSOR/MASTER VALVE CABLE (TO CONTROLLER) © Flcmt SENSOR (91!1! LEGENO) © ¾• GRAVEL SUMP IN.UNDER ANO AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. @) INSTALL FILTER FABRIC AROUND ~RAVEL SUMP @ fl'VC REDUCING BUSHING FOR REOUCTION IN PIP£ SIZE AT FLOW SENSOA ® REMOTE CONTROL VALVE FOR RECYCLED WATER B NOT TO $C"'1.E © FLOW SENSOR C NOT TO SCM.E @) 4!1 DEGREE PVC SCH. 40 l!!Llfl X SLIP ELL (2 PIEQ.) EXTEND PRESSURE SUPPLY LINE TO 18" DEPTH SLIP X SLlf' 45 DEGREE ELL (2 REQUIRED) %" GRAVE:L SUMI" IN. UNOl!:R, AND AROUND VALVE BOXFJLL TO TOPOFVALV! BOXES USE½" PVC SCRAP TO 't'YRAP 12" OF ADDITIONAL WIRE l!l!l"ORI! CONNECTING CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS MASTER VALVE LEGEND FINISH SURFACE 7 AECTANGUL.AR VALi!! lo,( (00 NOT CUT ADOO"IONAL HOL!t llllTO BOX) . I l'\IC SCH. 40 MALE AOM>T~ (2 Rl!OUR!O) t PUAl"LE ""!$SUN! SUPPLY LINE.ALIGN wmt FLOW 89190N (9!1! P'I.Afll FOR Sit!) INSTALL FIL Tl!R FAIA.IC AROONO GRAVEL SUMP 1-¼" $CH. 40 WlftE CONDUIT WITH SWEEP FO~ MASTE!A VALV! ~ (TO FLOW SENSOR) ® NORMALLY CLOSED MASTER VALVE E IIIOT TO SCALE I re .. , I " --i . I ,. ···-1 ' ' 4 "" I I .. " r I -• ,. I --- - --1 • ., • • I 1-·-• ., 2" MIN. 8 e 1-1--;.,...,..,......;.;.._.,_ OF PIPE .,,---{1 ,,...--(5 ___,,._ 2" MIN. 1" MIN. LEGEND: <D IMPORTl!!:'l TONOII.. 0111 AMM!N0EO NATIVE SOIL © FINISHED GRACI @ NATIVE SOil.. FREE OF ROCKS ANO DEBRIS 3" OR GREATER © TF!ENCH MARKER © SAND BEDDING MATl!'lltlAL {!) PURPLE IRRIGATION MAINLINE (D DIR£CT l!IURIAL CONTROL Wl'REIII {!) PURPLE IRRIGATION LATEFW. LINE NOTES: 1. TRENCH MARKER SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABO\/£ ABOVE THE PURPLE MAINLINE ANO DIRECT BURIAL CONTROL WIRES. 2. ALL PIPE ANO CONTROL WIR1: UNOl!R PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION SPECIFICATIONS. 3. BACKFILL MATERIAL SHALL !IE COMPACTED TO A RELATIVE COMPACTION OF 90% MiN. ® MAINLINE/DIRECT BURIAL CONTROL WtRE F NOT TO SCAl,E :-::-;-~~ .... ---.....(5 TRENCHING UNDER PLANTING AREAS 11 TRENCHING UNDER PAVEMENT @ TRENCH DETAIL G NOT TO SCALE Underground Service Alert LEGEND: CD 1 112", r AND OREATER CLASS ,11 @ FINISH GRADE SOIL @ L.V. WIRING (TYP) © NATIVE BACKFILL TYP . @ PURPLE MAINLINE (TYP) PVC CL.ASS 315 - 2" ANO LARGER PVC SCH. 40 • -~$Ltt'i.9.fflitM-M>E PVC CLASS .ffl Ufl TO @ A.C. OR CONCRETE PAVING (D BASE MATERIAL @ SNAKE ALL LATERAL Pff>E IN TRENCHES AS SHOWN @ INITIAL SAND BACKFILL REQUIREO IN TRENCHES UNDER fllAVEMENT (TYfl'. ALL SITUATIONS). LAY PIPE ON 2" SANO BED. SAND TO EXTEND 8" A80VEP1PE. @ L.V. WIRING IN CONtJUIT TYP. G) P'Ul'IPLE IRRJGATION SLEEVES: :t mes DIAMETER OF IRRIGATION LINES SCH.80 lffl> IRASS ...---------------------------------------, Ft£D 81AASS • SEE SHEET: Coll: TOLL FREE 1-800 422-4133 (!) Plif!ll'I.I! SCH.-40 fl'.V.C. l!MINLINI! @ MAAL.EX STlllt!!T ELL$ (2) REQU'IFl!D PEA. QUICK COUPLER ® SCH.40 F>.V.C. TEE (SXSXT) NOTES: 1. ALL P.V.C. FITTINO$ SHALL II! SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C. THREADS SHALL Bl! WRAPPED WITH TEFLON TAPE. S. OMIT l!OX ON 5 LA.C BALLFl'ELD ll'ilST ALLA TION R-1.0 FOR IRRIGATION RECYCL:eo NOTES 1-1.0 FOR IRRIGATION LEGEND AND NOTES 1-1.1,1-1.2,1-1.3 AND 1-1.4 FOR IRRIGATION PLAN 1-1.6 FOR IRRIGATION DETAILS SCH M I D T D E SI G N GROUP, I NC. TWO WORKING DAYS BEFORE YOU DIG ~--1---1-------------+---ll-----lf---+--------I .Lffi CI~XRE9T~N ~Ei~T~~ @ RECYCLED WATER QUICK COUPLER H NOT TO SCALl IALANCINCi AfHISTIC EXPIIIESSION IM DIE.$11!:iN WITH ENVlf!:ONMENTAL SENSITIVITY 2655 Fo•mi Avenue, San 011190, CA 92103 tetepl,oMe {619} 236-1-461 ftcalmrle {619) 136-l,-g2 www.1chmld'tdeslgn.com PINE AVEN'UE PARK IRRIGATION DETAILS 1-1.5 l!'l!CJECT ~: H-<103 IDA l'E: NOI/E~!IER -4, 2004 Lit. CA 21!1, NV 219, At i-4139 ,~ SIGN£!) BY: OS. CC, SS '0AAWN BY: CC, KC, JS, IV CHECKED ff. .u, OS I ! I ., ... ,. ·r ---"l""'··,--r. ··•---..... ,., -,-. DATE INITIAL ENGINEE~ Of" WORK REVISION DESCRIPTION DATE INITIAL DA 1l INl1'1AL , OTHER APPROVAL Cl TY APP~OVAL ' DWN BY: __ _ CHKD BY. --RV'M) BY: PROJECT NO. 38022 I DRAWING NO' : 421-5A /,-~'·,~-- ,( I i ' r bl!M!!II 9RASSLOCIQl8t.! MLL VALi/i!:, Fifi' x Ml!TE'lit SWIVEL 3/4" JC 1f4" BRASS THREADED IUSl-flNG WITH /4" CAPP'EO OUTLET @ SCH 80 BRASS CLOSE NIPPLE © '!'\IC SCH 80 90 ELL @ SCH 80 BRASS Nt""LE @ PIJll!Pt.E COLOfll VALVE IOIC .liNO LIO !SEE SPECS.) (i) LINE SIZE SCM 80 TEE *@ LUU: StD: BRASS l!IAU. VAl..\11! ® P\Jlllfll.E PVC CLASS 315 SCH 40 MAINLINE @ 3i1!J1 OIA. PEA GAAVl!!L SUMP (MIN. 112 CU.FT.) TO MAffl'II VAL VE IJL .,.,, .:Tk'."· , .. .Jj---4 1 '°"Ol"ILE METER NOTES: HECKVALVE PRES U E REGUI..ATOR P.O.C. SEQUENCE ST STATION 1) REFJ!11t TO Sl!!CTION 15151 iliMtl 18152 OF THE WATER A$l!!NCV lll'ANDAAO SPECIFICATIONS. 2) INSTALL ONE TEST STATION LOCATE DIRECTLY OOWNSTI\EAM OF C'HEC:KANO PRESSURE REGULATOR VALVE PER WR-03. 3) BRANO 'TS" ON PLASTIC TEST STATION LIOS. FINll!ltol GRAOE ,FROM IQ!C'l'Ct,E0 WATER MAIN •• 1 METl!!ft AB!H!Mll. Y OEPI M-01 & WS-02 2 SCH 80 PVC,BflASS OR COPPER Ptl"! WY! STAAIN!ER, SEE NOTE 5 !IFU.88 CHECK v.-.L V£ BRONZE BALL VALVE SCREWED BAAS$ UNION 7 13mm ~•) BRASS BALL VALVE !CREWED SFl>.SS NI1P1"LE (TYPICAL) METER IIOX W1TH LID 260mm x 500 mm (10" M 20") Ofll 4l?!lmm X 750mm (17' JC 30") @) 10mm (¾") ROCK, 100mm TO 150 m,m ("" TO fl") DEEP. I -NOTES: 1) REFEFt TO SECTIONS 151!!1 ANO 15182 OF THI! WATER AOl!NC'Y STANDAAD l!lPECll'ICATIONS. 2) SET TOP OF METE\!t BO!< FLUSH WITH St0£WALK, CU!il11 Q,t FINISH GRADE. 3) INSTALL WARNING/ IDENTIFICATION TAF>E AS SHOWN ON Wl"-01 4) WATitR LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL Be IDENTIFIED AS OESCR1BEO IN SECTION 1511!11 OF THE WATER AGENCY STANOAll!D SPECIFICATION$. 5) INSTALL WYE SfflAINl!!Ft HORIZONTAL TO Sl!!RVICE LA'mW... 8) MATERIALS SHALL l!IE SELECTED FFIIOM THE AP~OVEO MATERIALS LIST. SIOl!WM.K CIJ!ltB Ml!TER IIOX WITH IOI.. T DOWN LIO -SIZE TO FIT lo i PO'TMLE SERVICE LINE ' V i• I• C'UP 03-18 . POTABLE WATER METER I RECYCLED Wi\TER t--•---10' MINIMUM TO POTABLE MAINLINE IN STREET ---t IRRIGATION MAINLfNEW/ NQtt: SLEEVE VERTICAL CLEARANCE OF 12'" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INST.ALLATfON OF RECYCLEO WATER ""RIGATION MAINLINE 2-4" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. @ CROSS CONNECTION TEST STATION A NOT TO ICALE ® RECYCLED WATER METER B NOT TO SCALE @ POTABLE MAINLINE CROSSfNG C NOT TO SCALE LEGEND · :N0.1..t1 (12") MINIMUM .. VANOAL FtESl!STNff ET GAGE l!NCLOSURE T CJAOE MODl!!L ETGI MOUNTED ON METAL sr..w:e MIO BASE (tNCLUOEO WITH ENCLOSUIPII) ET GAOi! MOUNTING IRACKET- (INCLUDED WITH ET GAGE) Hl!!A\IYGAGI!---,► STEEL Ml!:SH --PIN19HOlllltDE ON EITHER SIDE C ON EITHER SID£ MOUNTING_:,...-.--,"T7 CLAMPS INCLUDl!O SfAINLESS ST!Et,,......j ENCLOSURE MOOELETGE NOTQ: +50mm 18 , ) FtEFER TO RC: I ION 1511!11 Of' ™IE WA'fl!'R A<>ENC't' STANOMO SPt!Clli'ICATIONI. 2) SIGNS SHALL BE MANUFACTI.IREO OF ALUM1NUM SHEET. THICKNESS 1.8mm (O.Ofl3" OR 18 GAUGE). 3) THE SIGN SHALL INCORPOAATE A PURPLE l!IACl<GROUNO WITH wt-llTE LETTEl'tS ANO SYMl!IOL.S. <I) SIGNS SHALL 9E MOUNTEO ON A 100mmx100mm (-4"x<I') PRESSURE TREATED WOOD POST 900mm (38") FROM Flt41SH GRADE. ATTACH THE SIGN TO THE POST USING 8.-4mmM39mm ( fl< 2· j') ANODIZED LAG SCR£WS ANO WASHERS (2 EACH~ PLATFORM MOUNTED POST MOUNTEO 10' ABOVE GROUND 2' GALVANIZEO STEEL PIPE 11"lctlx16" POURED IN T-PINI WlfH DRILLED:;;;\ PLACE CONCRETE\ ' HOLES FOR PADLOCKS \ FINISN GAAOE 'Z' !H!LOW ' o POUR CONCFtETE 1 • ABOVE TOP OF CONCRETE BAS . METAL BASE OF ENCLOSURE r.-...,.;. b.O;;..· ,&.,....-----, ) /--ELECTRICAL SWEEP ELL FOR PAIGE c::::=--:::::-r P-7171-0 CABLE IN CONOUIT TO ET2000 CONTROLLER CONSTANT PRESSURE RECLAIMED WATER LINE NOTES ALL RECYCLEOWATEPI llltRIGATION PIPE ANO SLE!VES SHALL BE PURPLE ANO LAl!IELEO AS SPECIFIC IN: • STANOARO SPECIFICATIONS FOR PRIVATE IRRIQATION SYSTEMS. SAN DIEGO RECLAMATION RULES ANO REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS @ RECYCLED WATER SIGN 0 MOTTOSCAI.E 119" ® RAIN BUCKET MODEL !RB-1 E NOT TO SCALE ® ETGGAGE F NOT TO SCALI! -@ ~~riX_~~~&i~~TER PRESSURE LINE AND POTABLE NOTTO SCALE (v 1" {2Smm)ffltlSHE0 AOCK (8" (1hM'I) O!PTH MINIMUM) @ CONDUIT FM LOW VOi.. TAOE FIELD WIAES {SIZ! IIINO QUANTITY AS REQUIRED) © CONCRETE IASI © ANCHOF! IOl TS, NUTS I WASHl!RS (4 EACH) © FIELD WIRE IONOLE. INCLUDES OtRECT IIURIAL CABLES ANO WIRES FROM CONDUITS PER PLAN. © TEFtMINAl STRIP \"llffi ELECTl't1CAL SUl'tGE PPIOT!CTION. CONTRACTOR SHALL ROUT!! ALL FIELD WIRES TO THIS LOCATION (PER fi'LAN) ALL WIRES ANO CABLES WILL BE 1BUNOLEO ANO COILED WITH AT LEAST 5 FEET (1.5m) OF AOotTIONAL WIRE SO AS TO PREVENT PULLING AT WIRE CONNECTIONS. (!} POWl!R MITCH ANO OUTLETS © ,aeCTRONIC OONTFIOlLER ASSl!MIL Y: PRl!-A$SEM8LEO ON STAINl.l!SS STE!L l!IACKl!IOARO CONFIGURATION AS SHOWN Pl!R PLAN (!) STAINLESS ST!l!L ENCLOSURE SHCIWNV\'ITH 12"(305mm) F'1!!D!STAL MOUNTl!O SECURELY TO CONCRETE BASE ENCLOSURE PER PLANS @l FINISH OIWll ; , .. . . . _ _ . ® C01140Uif Pbft 121l VOLT fl'OWl!R' 91.lM. y ill ill=m · ·. , 1 1 •:. \·) ;;:, : : ;. • ·; ~-_ { lji' OONOU!f f'Olll T!ll!PHONE , ~=I I l=1W_lF=_11 i' ':)·:.t );_: ~: :•;::· ' ' ' '. -· .. ' ·• ~ i ~ @ COM)Ulf "°" l'lCM dNsoR AND MAST!RV~lVE \"/IRES ,".,".,"• • ,.._""""-.:.:, -· I -@ OOti!OulT FOR CONTl'tOLL~ TO OONTROLLl!PI COMMUNICATIONS LINK 2 ,,..... ___ I---., ., • ., C,q,~,• • • NOTEI: 12 @ PEDESTAL MOUNT CONTROLLER H NOT TO SCALE 1. PROVIOI!! CONDUIT AND SV'fel!!PS IN Oftl!l!CTION OF UTILITY SOURCE. 2. ALL CONl:IUIT AND SWEEPS TO EXTEND MIN 18" l!IE!LOW GRADE FOR IRRIGATION ANO SENSOR WIRES ANO 2-4" FOR PHONE AND ELECTRICAL WIRES. 3. COOROINATI! wm-1 CONmACTOR FOR s,ize ANO QUANTITY OF WIN: CONDUITS FOR CONTROL WIRES. 4. INSTALL CONTROLLER l"ER MANUF'S REC'S 5. AOD AOOITIONAL CONDUITS AS REQUIRED FOR CONNECTION TO TO MULTIPLE CONTROLLERS, PUMPS, ETC., AS REQUIRED. u-111- HORIZON'f' AL OR VERTICAL SEND LEGENO 0 PRl:SSURlll!D PVC MAINLINE 0 CONCRETE TtflltUST BLOCK 410.C-2000 (ONE CUBIC FOOT (.03m3) MINIMUM) (D CONCRETE THRUST BLOCKS I NOT TO SCALE S C H M I O T O E SI G N G RO U F', I N C . IALANCING ARTISTIC l'.XPIIIESSION IN DIStC::N- WITl-f ENVIRONMENTAL SENSITIVITY 1655 foul'th AYen••• San DitF, CA 92103 tele?hone f619} 236-1462 facslmllt f619) 236-t192 www.schmldtdeslll".com Lie. C4 2131, NV 219, •z 3<4139 ~ROJt:CT NO.; 02->IOJ DA TE, NO\/EOl!IER 4, 200~ OESIGH£0 9Y: QS, CC, SS DR•..w BY: CC, KC, JS. IV CHECKED 9¥: JJ, cs SEE SHEET: R-1.0 FOR IRRIGATION RECYCLED NOTES t-1.0 FOR IRRIGATION LEGEND AND NOTES 1-1.1,1-1.2,1-1.3 AND 1-1.4 FOR IRRIGATION PLAN t-1.5 FOR IRRIGATION DETAILS Underground Service Alert Call: TOLL fREE 1-800 422-41-33 TWO WORKING DAYS BEFORE YOU DIG ~ CITY OF CA LSBAD I SHEETS I l----+--+---------------1-----+----1----+--~ LJ:}Q_J RECREATION DEPARTMENT 100 -+--·-+----------------+---+-----+ D-'TE •NITIAL DATE ,NITIAL DATE INITIAl ENCllNEffR Or WORK REVISION DESCRIPTION OTHER A~PROVAL CITY APPROVAl PINE AVENUE PARK IRRIGATION DETAILS 1-1.6 WN 8Y: __ _ CHKD BY: __ RVWO BY: A._ STEYAERT PROJECT NO. 38022 I. DRAWING NO. 421-5A PLANT LE~ENu PLMi/T !ffl141!101.S OM PLAN TAKE PRl!CEDl!NCE OVER QUANTITIES LISTED 81!LOW. CONTIUCTOtlt SHALL 'i'ER"IF'r' PLANT TOTALS POflt !!10 F"Ul'IPOSES. BOTANtCAL PLANT NAME I COMMON NAME 812E QTY. IREE§: - A,r..,,,,.,e:::. ':q---:::.:-------------...111/IINICl11. M!MCJ8111'01.1A !STAN!WfflJ 1J11teARANIIA 2<I" IOI( IO C (fflQIJNOOQV!R & Y!Jl!S TU!fftAI ____ .., _______ _ LA81!1'1$1'RO!!Mlit. lNOIO,I. JI 1111/lllll' 'NATC1'11!Z' (STANDARD: MILDEW RESISTANT VARIETY) I CRAPE MVP!TLE 0UEACU8 ILl!X I HOLLY OAK r--------TM!IITANl,t, COl~l'l!l'ff A I lfffflll!ANI!! IIOX - , ..... CTRRS , 10 l'PI011!CTIN1"1.AOI! 0 ;l,HLIA GIIIAMIIFLMA 'll!DWARO (IIOUCHl!FI' I ABl!LIA (!II A(MlilAN'l'HUII 9il! IM ,.,w I LILY 01' ™E NIL:! e CAAIIISA ~A--it. / NAT AL PLUM e) ~ 'HOC'T1.JRI.Jlil I MGH'I" !ILOOMINO JASMIN! @ Oll'tUS il'!Jllllllt.JMU8 I O..OHll:J AOCK'AOSE @ OOM!0"918 ~LOM I OMl!OP818 © Oll!ttl llOOLOR I l'OlffllOHT LILY (S) LANTANA UONTl!I/IOl!!NS!S I LANTANA © t.AYMO!il.A ilNGUSTIFOl.lit! / ENCIILl8H LAVl!!NOl'!A 0 1111:MLl!Ntll!ffll!A PIUJENS 10lEl't GRASS 0 PHOIIIMI\JIII' ~ 8UNl'lt$1!', Nl!W Z!ALANO FlAllC 0 fllT'i'OsP'OIIIUM TOB1AA / ~NESI MOCK MANSE @ MeeMMIPffJS Ol'l'ICllAl.18 'OOLLINCIIW00D INO!Wil' / IIOSl!MAl'IY 0 IW.W UIIJOMTHA / ~ 11.Jlllil ~E MIIMIRIA ;111.LlltCll!A I 'l'HRIFT EXllmNG l!lt<l!IUN TO Al!IMAIN IN Pl.AC! ~ Milfl0P1'1Qif MACll!.l.1.ANICUM I ILUI! WHEAT ORAS& 24" IOK 31"10X 24"110X 5CW.. , Gllll.. 1 Gilil.. 50AL. 5 CML. 1 Gilil.. 1GAL. 1 GAL. 1 GIIIL. 1 Gllil.. 5Gllll.. 5 Gilil.. 1 GM.. 5~. IGAL. 1 Gr,l,L. 1cw.. lfl'OIIIOlll!l!Ol!O 1'UIIIF • Sl!l!D MIX, "MEOAI.LION PLUS" AVAILA8lE THROUGH PACIFIC SOO. 1~-5298, ORAPPl'IOVEO EQUAL. SEEDING l'IATE: 8-10LBS PEl't 1,000 SF. / / / / / / / / , AiR1'"1Cl14. TUflll' ; 1ft SIIIECIPIC.tlTIONS //////// llllfflMG 'Nlill' TO• l'll!NIOYATl!!b 21 • 21 21 4119 31 • 2,e 823 27 1911 8'I 41')2 143 114 l'2 ... 8"0.C. 24"0.C. (1,1145 SF) 24"0.C. 18"0.C, ROd'l' IAMl!R, MODl!!L IM!l 24-2 l!Y Of!!EPRODT (800) '4M-11!88, OR APl"AO\ll!!O l!OUAL. ADDITIVE AL TERNATM: PLANTING (MADISON ENTRANC1E): l'fl.lllOI. -------------- BOTANICAL PLANT NN14E / COMMON NAM!! l-----------QU11!!111CU9 lll!X I HOLLY ON< ®--il'HO'l'IMl:.t. X •~ lf'HOTINIA ~~~ QTY. WIOK 1!8 1 GAL. 24'0.C. ROOT IARRll!Ft, MODEL t1U8 24•2 IIY OEEPROOT (800) 468-76611, OR APPROVED EQUAL, ' ·-"-. -........ .,, -• -~I'-·-,<•,--• ··-----..... ...... ·-· 1·· . -· -. ·-·---~-------.. II I ii i I i ' 1 11 I I I I I i I I I ' I I I I"- I 11 ii I ' I ' ' I ,: i! Ii I! I i I ' I I ' l,Clfl-5 8,C,FIP-5 tE/P-$ EIP-1 flP-e 1!,111-1 1!,111-4 l!,111-4 l!IP-1 EIP-1 l!IP-1 l!/11-1 E/11-1 I!,,... E/11-1 l!/11-1 OIP-5 OETAIU SHEET NO. 111,C,PII'-& AIP-5 I' II ~-rr-r-111-1 i I I l. I , I . i : I I I I I I PLANTING NOTIE§: 1. CONTRACTOR SHALL FIIEVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORI<. 2. CONTRACTOPI SHALL flllMEW PLANTING INSTALLATION 0£TAILS F""10R TO IIEGINNl'N•G WORK. 3. CONTRAC'l'OR IIHALL Vll!IIT SITE AND IECOME FAMILIAR WITH CONOITIONS UNDER WHICH WORK SHJIILL BE DONE PRIOl't TO BIOO!Nlll. c. ALL WOl'llr: WILL Ill! IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD AND THE TECHNICAL SPECIFICATIONS FOR THE F'ROJECT. 5. CONTIUO'l'OIII l!IKALL PCtfflY OWN!!!Pl'll REPAES!NTATIYI!! OF ANY 01SCREPANCIES IN THE EXIS"Tm CONDITIONS OR WITHIN THE F"LANS PRIOl't TO BEGINNING WORK. I. FINl8Ml!O GAAOl£8 !!Hi'ILL !IE SMOOTHED TO l!LIMll'tATI F"UODLING OR STANDING W\A.TEllt CONTRACTOR SHALL MAINTAIN A MIMMUM 2% OAA.INAGE AWAY PROM BUILOIN08 ANO F>AVING INTO OIIAINAGE STRUCTURES OR TO STREET (SEE ENGINEl!l'tS GFIA01NG ANO DRAINAGE PLAN). CONTFIACfOR SHALL NOTIFY OWNER'S REPRl!!SENTATl1/E IMMEDIATI!LY OF ANY CONF\JCTS IN MAINTAINING DRAINAGE, 7. OWNEll'S 'Jllll!l"Rl!Sl!NTATIVI! SHALL APPROVe ALL Fl~ Gl'IADING PRIOR TO PLAC!!'-"!NT OF ANY PLANT MATERIAL. 8. CON'l'RAC'tOA SH..,LL IMMEDIATELY, UPON THE AWAF«:J OF THE CONTRACT, ORD!R, LOCATE ANO PUACHASI!! (OR HAVE HELO) ALL PIJI.NT MATERIAL Rl!QU'IREO eY THESE Pl.ANS ANO SPECIFICATIONS. 9. CONTRACTOA 91HALL HOTIJl'Y OWNEll!'S REPRESENTATIVE FOR OIISEl'tVATION AT THE POI.LOWING TIMES: •-MAINLINE! • PRIOR TO 9ACICPILL ANO PRESSURE TEST •-LATERAL LINES -F"RIOR TO IIACl<:FILL --CONTROL WIRES • PRIOR ro eACKFll,,I. •-TREE LOCATIONS· P'RIOR TO F"LANTINQ •·IRRIGATION COVERAGE -F"l'IIOR TO F>LANT F"LACEMl!NT --F"LANT AF'!>ROVAL AND Sl'OTTING F"l'tlOR TO PLANTING --PRE-MAINTENANCE M'PROVAL --F"OST-MAINTENANCl:/FINAL APPROVAL. 10. THI! COINTI'IACTOR 91HAIJL 9E HILO RISPOHS191.E l"Cil'I ANY Rl!!PAIA$ MAO! NECESSARY THROUGH THE ACTIONS Ol'I NEGLIGENC!! OF HIS CREW. 11. SOil AMll!!NDM!!NTS SF'l!i:11"11!!0 ARE FOR BIDDING F"URPOSES ONI. Y. ACTUAL TVl'ES AND QUANTITIES WILL 1111! BASED ON SOIL_.,~ YSIS P~IOl!D BY CONTRACTOR. AFTER ROUGH GAADING, 80ft. SAMPLES SHALL !IE TAKEN FROM ENOUGH LOCATION$ IN DIFFERENT AREAS OF THE SITE TO R!!PRl!SENT AN ADEQUATE! CROSS SECTION OP CONDITIONS, ANALYSIS SHAU !IE PERFORMED BY AMEC EARTH & ENVIRONMENTAL, INC. F>HONE: 1-858-458-9044, Ol'I APPROVED E!QU/14.. TEST SHALL INCLUDE TESTS FOR SOIL FERTILITY, AORICUL TURAL SUITAl!JILl't'Y ORGANIC CONTENT N, P, K; PH; EC; SOIIL TEXTURE; ANO RECOMME!NDATIONS FOR AMENDMENTS, LEACHING, .tiNO MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNl!R'$ REPRESENTATIVE WITH A COPY OF TEST RESULTS AND Rl!CEIIIE -ITI'EN APl'1'IIOVAl FOR AMENDMENTS PRl!!PAl'tATION i>RIOR TO INSTALLATION. 810 MIX FOR TUIIIF ARl!A8: SOt;L AMl!IIVMl!!Nf8 !IID 'MIX SHALL ee THI! FOLLOWING F"El't 1000 SQUARE FEET: • 4 CU. YOO. IIIITROOl!N 8'TADILl2!0 OPIGAN•IC IW'ENllMeNT 'KELLOG NrTRO MUI.CH' • 20 LBS. GJIIIO..ltOWER F"LUII • 1•00 LIS. ()'!'!"SUM "SOIL Pl'tEI"" IS TO tE M1!¢!!0 INTO THE TOP II' OF SOIL IN ALL TURF ANO GROUND COVEl't AR£AS EXCEPT ON SLOPES GREATER THAN 3:1. 810 MIX 1"0111 IHRUa AMAi: PLANTING AND BACKFILL MIi)( FOR l'LANT PIT'S ANO TMILl!TS SHALL BE AS FOLLOWS F"ER CUl!JIC YARD: • 70% OF NATIVE SOIL • 30% NITROGEN ST ABILIZl!C> ORGANIC AMENDMENT -18 LBS Gl'tC-POWER F"LUS • 2 LBS. FEFIFIOUS SULFATE! THOROUG1ML Y BLEND THE 1'JIIOV! AT A CEN!'l'tAL ON-$11'1! LOCATION fl'RIOfl TO UBE. THE PEl'tROUS SULFATE SHOUl.ll IIIOT CONTACT l'A\/1NG SURFACES AS STAIN'ING WILL l'tESULT. 12. $HIUI ANO MOUNDCOWR MM'S OUMf'l"mES ARE SHOWN ON l"l.AN8. UNDi!R PLANT ALL TREES WITH THI!! ADJACENT SHRUB ANO/ OFI OROUNOCOVER AS INDICATED BY THE PLANS. PLANTS SHALL 8E INSTALLED WITH TRIANGULAR: SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHAUB STEMS, 13. PLANT SYMBOLS TAI<! PRECEDENCE OVER PLANT QUANTITIES SF>ECIFIED, WHERE SHRUB SYMl!JOLS AR! MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER , TRIANGULAR SF>ACING AS SPECIFIED IN LEOENO. CONTRACTOR SHALL VERIFY "LANT TOTALS FOR l!JID l'VR:POSES. t-4. ALL l'tOCKS ""'10 Ol!IIR18 TWO INCi<! (2") AMC LAROER SHALL IIE Rl!tllOVEO FROM PLANTING Aflll!AS ANO THEN FROM THE SITE TO A LEGAL SITE OF 018POSAI.. WHEl'tE TUJl!III IS TO BE LOCATED, ALL ROCKS ANO OEIIR1S ONE INCH (1i ANO LARGER SHALL IE l'tEMOVED FROM THE SITE TO A LEGAL Slf! OF DISPOSAL, 18. l'l'tlOllt 'l'O ll!!GfNNING THE PLANTING Clfl£MTIOIIII, IRRIGATE ALL l"I.ANTIN(ll AREAS NORMALLY FOR TWO WEM TO GEl'tMINATE W1!!ED6. APPLY CONTACT HEIRBfCIDE TO WEEDS ONLY F"ER MAHLIF ACTURER, MONSANTO "ROIJNO-U"" Ol't EQUAL. REPEAT PROCESS IF WEEDS PERSIST. ALL WEEDS TO IIE REMOVED PRIOR TO PLANTING. 111. Pl!!fllCOLATION TEST SHALL &IE CONOUCTl!O IN ACCORDANCE WITH THI!! LANDSCAPE SF"ECIFtCA TIONS. 11. l'RlOR TO PLAN'TllilQ, ~RIGIITION !MITl!M SHIILL IE l'ULL Y OPERATIONAL AND ALL PLANTING AREAS $Hit.LL Ill! THOl'tOUGHLY WATEP!ED. 11. l'I.ANT MATERIAL NAY 1111! 11.tJl!C't!O AT ltN'I TIME IIY OWNER'S REF"RESENTA TM DUE TO CONDITION, FORM Ol'I DAMAGE IIEFORE OR AFTEl't PLANTING. 19. AIJL TIIIEl!S 'lffl'HIN I!' OR LESS OF HAl'10l!ICAl'I IIW.L 9E INSTM.Li!O WITH A l'tOOT lllAl'tRl£R. ROOT BARRIER SI-W.L N! INSTALLED F>ARALLEL TO HAROSCAPE SURFACE FORA DISTANCE OF 12' FROM THE CENTEl't LINE OF THI! TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED lllY "OEEPl'IOOT" M "91C-8ARR'IER" OR AF"F"ROVED EQUAL. 20. PLANTING TMII.ET8 IH/liLL II GfilO,,POW£lll l'l.AfilTING TABLETS 12-8-S (12 MONTH SLOW RELEASE FORMULATIOl'f!. 21. 1 GALLON IJPIOUNO COl,'l!fll MATE!Pl1ALll 9HALL II PLANTl!!O TO WITHIN 12" OF ADJACENT SHRUB STEMS. 22. ALL PL_.,i'l'TINS IIEtlS SHALL HAVE! 2' (TWO 'INCH) THICK DECOMPOSED GRANITE LAYER. COLOR AS Sli'ECIFIEO ON CONSTRUCTION PLAN. CONTRACTOR SHALL SUBMIT SNdl'LI TO OWNER'S FIEPR!!S£NTATI\IE FOR APPROVAL PRIOR TO INSTALLATION, 23. Al.t Pl.ANTIN$ SlffiLL Ill! illUAPWffl!l!D THFIOUOH THI!! ESTABLISHMENT PEFIIOO (SEE PLANflNG 8Pl!CIFICATION$j. ESTABLISHMENT F'ERtOO SHALL BE 90 DAYS. TREES ANO SHRUBS SHALL BE GUAAANTEEO FOR A F"ER100 OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT F>ERIOD. 24. AT COMPLETION OF THI! E!TAl!IUSHMl!!NT F'l!IVOO, APPLY COMMERCIAL FERTILIZER (15-15-15) AT 2Lll8/1000SF TO TlJ!ltff AREAS ONLY ANO WATER IMMEDIATELY W1TH A THOROUGH IRFIIGATION CYCLE. 2'!i. CONTRACTOR IS l'IESPON$Hlt.1! l'Ol'I MAINT..,INING ALL Al'IEAS IN A WEED AND OEl!IRIS-FREE CONDITION THROIJGH•OUT THE ESTABLISHM!NT PERIOD. 2111. COORlllNATE! l"\.ACl!MIENT 01' TRe!!I Wffl1 IITI! LIGHTING. CANOPY OF Tl'tEE AT ULTIMATE SIZE SHALL NOT IE F"LACEO SO AS TO CONFLICT WITH LIGHTING THROW ALONG PARK WAU(WA.Y!I. 27. "'-AIIITIIIATl!ll!IAL IIHNJL II! Gl'tOWN IJNCIIR Q.IMA'l'IC CONDlTIONS SIIMILAR TO THOSE OF THE PROJECT SITE. 2'. CONTRACTOR SHIIILL l"ROVtOI! MlOITIONAL Pl.ANT MATl!!RIAL AS $1'ECtFll!!O BY LANDSCAF"E ARCHITECT AT TIMI OF INST,..LLATION. F"LANT 8Pl!Cl'ES SELECTION !IV LANOSCAPE A~HITECT. IF ALL MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE l!IAl>;NCI!! OF THE AMOUNT. THE CONTRACTOR SHALL 910 TIE FOLLOWN! MATERIAL, IN ADDITION TO THE QUANTITIES LISTED IN THE PL.ANT LEGEND OR SHOWN ON THE F"LAN: !10 • S ~LON 8Hl'IUl8 85 • 1 GALLON SHRUBS 8 · PLATS GROUNOCO\l!!l't 28. Tl'!EE P'RUN!INO TO 811! P!RFOl'l'Ml!D BY cem,im 'IMI WORKERS UNDER THE DIRECT LINE OP SITE SUF"EAVISION OF A CERTIFIED ARBORIST. PRUNE! ALL EXISTING TREES WITHIN THE LIMIT OF WORK FOR DEAD, DYING, OR DISEASED WOOD. THff,/ AS INDICATED ON Pl.ANS. SEE SHEET P-1.1 THROUGH P-1.4 FOR PLANTING PLANS P-1.5 FOR PLANTING DETAILS "' Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ,----,--------~~~~~~~~~ -;:::;::;;;:;-;:::;;;;;;;;;:~:::;;;:;;:;:;;:~;:;;;-1 t----+--+------------+---+--+-------•··----IL!Ll CI~XRE9t;N ~~~T~~AD L!QQJ ' I I I I I ' "I I I SCHMIOT DESICN Gf'OUP, INC. . . -··---•T·-. -~-r----"°! -- I I I I, I I I I I ' I 111 ' I I ' IIALA.NCINQ AIHISTIC EXPR!UION IN 0!$1(;-N WITH ENVlfl!ONMENTAL SENSITIVITY 16155 F'°"l'lh Awn•ue, San DleJI'), CA g,,10, ~l•phono (619} 23E-1462 facslmlle (619} 13e,8791 www.schmldtdeslga.com Lie, CA 2131, NV 219, AZ 34139 : '1 i I '! i ' 1.I, i ! . I' I Ii i I I I I• ' . I 11 i i I ' : ! I ': II I PROJ!:tT NO,: 02-403 DA lt: NO\'l!:ulifii 4, 2004 DElll<INED l'tt GS, CC, S, DRAWN IY: CC:, KC, JS. IV OHf:Cl(l!I) IY: ,IJ, ""' I' I I I 1 , 11 I ,,I I ~ATE INITI Al ENGINEER or WO~K REV1SION DESCRIPTION . ··•···· I . T .... T'T-T ...... . 11 ' ' i I ' I ,I' I! '11 I I I I I ! PlNE AVENUE PARK PLANTING LEGEND & NOTES P-1.0 Af:EB<)VICl._,., A.,-.~ -,,.Mii!ilr.i. A. STEYAERT /;0. L 7rf,. X,,U,, "I'/, ,R/ T/'-'t,,. PARK DEV. MANAGER, RLA 2020 EXP. 4/30/0s-EiAlE DATE INl11AL DATE INl'TIAL CHKD BY . DWN BY: I PROJECT NO. I DRAWING NO. e----'---+---....._---1 ; ---3B022 421-5A OTHER AP~ROVAL CITY APPROVAL RVWD SY: I I i i, ' I I .. , r .. ~r··"-•~-11····r1· --· , , , I • . I ' I' I I' I . . -... '""•"----'----~'-'-.:....: • ' . j II ID ) .... r - l __ 7 L SEE SHEET P-1.0 FOR PLANTING LEGEND & NOTES P-1.1 THROUGH P-1.4 FOR PLANTING PLANS P-1.5 FOR PLANTING DETAILS SCHMIDT DESI GN GROUP, INC . ,. • ·.""" • ·:•·- BALANCING ART I ST IC EXPRESSION IN D ES I GN W I T H ENVIRONMENTAL SENSITIV I TY 2655 Fourth Ave nue, San Diego, CA 92103 telephone (619) 236 -1462 facs imi le {619) 236-8792 www.sch m idtdesi gn.com Lie. CA 2138, NV 219, AZ 34139 PROJECT NO., 02-403 DA TE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRA\\N BY, CC, KC, JS, IV CHECKED BY: JJ, GS NORTH 0 10 20 40 SCALE: 1"=20'-0" DATE lf,JI TI/\L EJ!GINEEK or WORK -.. I 0 I Coll: TOLL FREE 1-800 N "t'""" I a_ 1- UJ UJ I Cf) UJ UJ Cf) UJ z _J I () ~ ~ TWO WO ,Kll,JG Dfa.YS BEFCRE YOU DIG CATE D.ATE INITI AL OTHER P'-P=·'RO\/AL CITY APP1~0\/AI_ PINE AVENUE PARK PLANTING PLAN P-1 .1 c.o 0 l\l :E 0 G) .,, ~ ~ l\l 0 ~ 0 01 )> ~ I 0.. I-- LU LU I Cl) LU LU Cl) LU z _J I (.) I- <'( ~ 0 LIMIT OF WORK LIMIT OF WORK .Jmrnn .~.~~ . 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BALANCING ARTIST IC EXPRESSION IN DES I GN WITH EN V I RONMENTAL SENSITI V I TY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619) 236-1462 facsimile {619) 236 -8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 PROJECT NO.; 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS - NORTH 0 10 20 SCALE: 1 "=20'-0" 40 Ur,dergrou nd Service Al ert Call: TOL L FREE ·1 00'\ -01Ju 4n, 4177 LL -J-J T\\/0 1//0RKl~IG DA.YS BEFORE YOU DIG t----+----t--------------j----j----j----j----, I S9E3T I ~=:::'.':::==========:::'.':::=~ CITY OF CARLSBAD RECREATION DEPAR TM ENT SHFFTS 100 D.4TE INI TIP..L DATE INITI AL RE VISICN LJlSC'--c lP r1 0 ,~ OT 7ER APPR OVAL DA TE INITIAL CITY APPROV,\L A 0\NN BY Cl 1:<D GY: R\/\VD BY: PINE AVENUE PARK PLANTING PLAN P-1.2 STEYAERT DA E FROJECT NO. DRL.WING NO 380?? L21-5A WC w=E 0 G') 'Tl +::a,, ~ t\) 0~ 0 01 )> - \ __ J 0 -I -, ~ □N ER PARKING LOT SEE SHEET P-1.0 FOR PLANTING LEGEND & NOTES P-1 .1 THROUGH P-1.4 FOR PLANTING PLANS P-1.5 FOR PLANTING DETAILS ,,,.___ I I I I I I I I I I I I I I I I I I I I I I ,.,-------.__JI I I I I j r~ dOl l-------" -------I----- SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENV I RONMEN TAL SENS ITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.sch m idtdesign.com Li e. CA 2138, NV 219, AZ 34139 PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS 0 CUP 03-18 MATCHLINE SEE SHEET P-1.1 = ---"-,--------------·--------------------- _lL2 ______________________________ l I I ~ ----•1--• -• --------i.r•---• -I i / LIMIT OF WORK I ~~ I I NORTH 10 20 ) 40 Unc'er-qround Service Alert Call: TOL L FRE E 1-81]0 422 -413,3 TWO WOR KING D/dS RFF ORF YO U DIG 't'""" I a.. 1-w w I Cf) w w Cf) w z .....J I u ~ ~ SCALE: 1 "=20'-0" KEY MAP CITY OF CARLSBAD RECR~A TION DEPA RTM~N T SHEE TS 100 -+----+---+---+----I I s94-I ~==-============-==~ PINE AVENUE PARK PLANTING PLAN P-1.3 lvlARK A STEYAERT /j,~,:;? P.ARK DE\/. 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CA 2138, NV 219, AZ 34139 PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS 0 10 20 40 SCALE: 1 "=20'-0" DATE Ni Tl AL rnGINEER CF 'NORK REVI SIO N DE SCR IP TION Undel'qrou nd Ser·.Jice fa.led Cal l: TOLL FR EE I -E3CHJ 422 -L113,3 -wo WOF~I IJC DAYS R==oR F YOU me; D,tJ..TE l~JITI/\.L CATE INI Tl/1L OTHER APPROVI\L CITY APPROVAL SHEET 95 CUP 03-18 CITY OF CARLSBAD RECF<EA TI ON DEF'ARTMEN T PINE AVENUE PARK PLANTING PLAN P-1.4 SHEETS 100 PA,R K DEV. 4 /30/05 DP,TE JWN BY: CHKD BY RVWD BY PROJEC I ND, 3d022 CRAWIN,; l"l - / (0 c:, 01 ~ 0 G') "'Tl +:ii, ~ I\) 0~ 0 01 )> 3 j--- 2 1 I--~ A . - , -- -. . . " . 0 0 ()' -- ROOT BARRIER NO SCALE D GROUNDCOVER PLANTING NO SCALE LEGEND Q) 24" DEEP ROOT BARRIER PER SPECIFICATIONS/ EXTEND 12'-0" FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING, CURB, WALL, ETC. 0 CONCRETE PAVING PER PLAN (WHERE APPLICABLE) EXTEND TOP OF ROOT BARRIER 1/2" MINIMUM ABOVE FINISHED GRADE ~-----{ 4 TREE PLANTING PER DETAILS CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: • : : __ 11c1=r; i~i' 1"'"1r A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS , . 1 LEGEND 0 EXISTING SUBGRADE 0 AMMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. FINISHED GRADE. (2) INCH D.G LAYER EQUAL TRIANGULAR SPACING REQUIRED BETWEEN PLANTS. (REFER TO PLANT LEGEND FOR ON CENTER SPACING). (!) EDGE OF PLANTING AREA @ DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 1/2 THE SPECIFIED SPACING. 4 3 B /7 PREVAILING "y-JWIND 7 r-------{ 9 2XROOT TREE PLANTING IN LAWN NO SCALE :::;I I ::;:;::-1~1 I ~I l~~~a~~d:;,~I 11 '"t 1=111 11= ' 2 }---------:, ~---\9 -;I'-----' T_IM_Es _____ J,..,=----0 ROOT BALL WIDTH E SHRUB PLANTING IN D.G. NO SCALE LEGEND Q) PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. FINISHED GRADE OF LAWN. "CINCH-TIE" MANUF. BY V.I.T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. (50mm) 2 INCH MULCH LAYER, 36" MIN. CLEAR OF TURF ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (2) 2" (50mm) DIA. X 8' (2.5M) LONG LODGEPOLE STAKES. NOTE: USE TWO STAKES FOR TREE'S 15 GALLON (#15) AND LARGER. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. (29 SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. NOTE: MAINTAIN A 36" CIRCLE OF MULCH AROUND ALL TREES -NO TURF SHALL OCCUR WITHIN THIS AREA. LEGEND Q) PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. @ ROUGHEN SIDES AND BOTTOM OF PIT. @) FINISHED GRADE. 0 (2) INCH D.G. LAYER ~ ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. WATER BASIN. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. @ FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION. ® PLANTING TABLETS PER NOTES AND SPECIFICATIONS. 4 3 2 C F /7 PREVAILING "y-JWIND 7 8 E E ~"""i,; ----:6:--n:=-=---;:-ct5l - T z :;:; o TREE PLANTING IN D.G. AREAS NO SCALE 2 1 1----------- 2 TIMES ROOT BALL WIDTH TREE PLANTING WITH TREE GRATE NO SCALE CUP 03-18 LEGEND PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. FINISHED GRADE OF D.G. AREA. "CINCH-TIE" MANUF. BY V.I.T. COMPANY, INC .. ATTACH PER MANUF_ SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. (50mm) 2 INCH D.G. LAYER ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (2) 2" (50mm) DIA. X 8' (2.5M) LONG LODGEPOLE STAKES. NOTE: USE TWO STAKES FOR TREE'S 15 GALLON (#15) AND LARGER. WATER BASIN . PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. LEGEND Q) ROUGHEN SIDES AND BOTTOM OF PIT 0 FINISHED GRADE Q) CONCRETE PAVING 0 (2) INCH PEAGRAVEL LAYER ® ROOTBALL 2" HIGHER THAN FINISHED GRADE (DO NOT TRIM ROOTS) ® TREE GRATE (!) PLANTING TABLETS PER NOTES AND SPECIFICATIONS @ PLANTING BACKFILL: -1 PART COARSE WASHED SAND -3 PARTS NATIVE SOIL ® PERFORATED PVC PIPE WITH IRRIGATION BUBBLER (SEE IRRIGATION DETAIL F/I-6) ® COMPACT AND SETTLE SAND/SOIL UNDER ROOTBALL TO AVOID SETTLING NOTE A. LEAVE A 3" SPACE BETWEEN BOTTOM OF TREE GRATE AND TOP OF PEAGRAVEL LAYER. Un der:=ir ou nd Service .Alert Call: TO LL FR EE 1 ~J r,n -1_) _,IU 422-41 jj TWO WOl~KIW] D~ YS □[,OR [ YOU DIG I SH9E6ET I CITY OF CARLSBAD7 ~SHEETS 1-----+--+-------------------+--+----+-----J RECREI\ TIO~I DE F faPT\lc \fT 100 SEE SHEET P-1.0 FOR PLANTING LEGEND & NOTES P-1.1 THROUGH P-1.4 FOR PLANTING PLANS SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTI C EXPRESSION IN DESIGN W ITH ENV I RONMEN T A L SE NSI T I VIT Y 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www. sch mi dtdes i gn .com Lie. CA 2138, NV 219, AZ 34139 PROJECT NO.: 02-403 DATE: NOVEMBER 4, 2004 DESIGNED BY: GS, CC, SS DRAWN BY: CC, KC, JS, IV CHECKED BY: JJ, GS ------------~------1-----,---,-----, DAT[ INITIAi_ ilfl.TF INITl.'\1 DATE INITL.'...L UJGINEER OF WORK RE\/ISIO f,) DESCR PTI0 '~ OTHEK APPROVAL CITY APPRC V,\I_ PINE AVENUE PARK PLANTING DETAILS P-1.5 DVVr\J BY: __ _ DR.4.WINC NO Cl IKU IJ Y: __ _ RVIND E:Y: 38D22 I --, 081506 \ ) 0 I co ' 0 I '<l- 1'-6" ® ~------L 6 1 /2" R 2'-0" R ---+--- TYP 3 1/4" R TYP 1 '-6" R -~ TYP 1 '-0" R -----1'-+__,1 TYP 1' -3" R TYP 1'-6" R -----.. TYP @ NOTE: ALL RADII SYMMETRICAL ABOUT Cr_ PANEL. 2 " CLR TYP __ y-- TO INSET 5 '-31:1 R __, TYP 3 / 8" IN SET ----1----Jn (BOTH SIDES) 0 FINISH GRADE I PER CIVIL -~ PLANS ORIGIN POINT (0,0) © ® Cf) ZINNIA PANEL GEOMETRY 1" = 1'-0" . ® @ @ TYP POINT A B C D E F G H J K L M N 0 p Q R s T u V ------#4 D (BOTH FACES) X y o· -6" o· -6" o'-o" 7 ' -9" o· -8 1 /2" 8' -9 1 /2" 0'-0" 9'-10" o'-5 1/2" 10·-2 1/2" o'-1 1/2" 10·-10 1/2" o '-1 1/2" 11 '-3 1/2" 1 ·-2 1/2" 11'-9 1/2" 1'-2 1/2" 12'-0" 1'-9 1/2" 12'-o" 1 '-9 1/2" 11'-9 1/2" 2·-10 1/2" 11'-3 1/2" 2·-10 1/2" 10'-10 1/2" 2'-6 1/2" 10·-2 1/2" 3'-0" 9'-10" 2'-3 1/2" 8'-9 1/2" 3' -0" 7' -9" 2' -6" 2' -6" 0'-0" 2" MIN - CLR TYP ' n I n ' <O I 5" 2''_._ 7 ''~ #4 Q (BOTH FACES) #4 ~ ( (BOTH FACES) NOTE: RE INFORCEME NT IS SYMMETRICAL ABOUT ~ PANEL. ---=-----#4 i::J@ 12 _\\_1'-2" LAP MIN AND VARIES ___.j.......-71!1 --::;:::;,-#4 -TOTAL 1 0 (5 EACH FACE) --- lL.-1 7 .. I ZINNIA #4 i::J@ 6 J.\-1'-6" LAP MIN 2" (#4 BAR SPACING) ---#8 -TOTAL 6 (3 EACH FAC E) 5" (#8 BAR SPACING) PANEL REINFORCEMENT 1" = 1'-0" THIS SHEET NOT PART OF CONTRACT; PROVIDED FOR REFERENCE ONLY ' 0 I co ' 0 I '<l- 1 '-6" --------+-----_,,.-,---.::® CU RVE IS--._ ELLIPT ICAL THROUGH POINTS SHOWN 1'-3" R MIDPOINT MIDPO INT ® ,...---CURVE IS ELLIPTICAL THROUGH POINTS SHOWN #4 ~ (BOTH FA CURVE IS ELLIPTICAL \"""'....----:;:THROUGH POINTS SHOWN CES) \ ES) 'I I~ V 1 K I I\ -~ "' #4 I) (BOTH FACES) -BARS TO P ASS OINTS WITH IN 2" OF P G AND I -~ #4 V (BOTH FACES) -~ r----..... -h \/ I ~j ® #4 \ (BOTH FAC " / I~ 'i #4 2) (BOTH FACES) @ 3/8" INSET -+VI~ (BOTH SIDES) 2" C LR TYP ----1---~ TO INSET 2 ' -9" R --i---- 5' -0" R -+--.... © ' FINISH GRADE 7' PER CIVIL PLANS ® ,1--♦---+------e OR IGIN POINT (0 ,0) 2' -0" @ ® @ RANUNCULUS PANEL GEOMETRY 1" = 1'-0" PO INT X A o· -6" B o· -6" C o' -6" D o· -o" E o'-5 1 /2" F o· -2" G o'-8 3/4 " H 2' -2 1 /8" 2'-6 1 / 4" J 2'-10 7 /8" K 2'-5 1 / 4" L 3'-o" M 2' -6" N 2' -6" 0 2' -6" Underground Serv ice Alert y o·-O" o" 0 .. 8'-7 .. 9'-7 1 /2" 1 o· -4 1 /2" 1 o· -1 o 3/4" 11'-10 5/8" 1 o· -2 1 / 4" 9'-6 5/8" g' -1 1 / 4" 6' -1 1 .. 3'- o·- ' n I n ' <O I o" o" O" ( 2" MIN - CLR TYP 3" - 5''- " ~ , ~ - ....._ \ \ I I ------3 .. ------ ~ ~-1 7" \ ~ #4 ~ (BOTH FACES) ") I l 1/-->---#4 g @ 12 _\\_1 '-0" LAP MIN / ·1 I'- - --...... I - #4 (5 AND VAR IES -TOTAL 10 EAC H FACE) #4 i::::i@ 6 J.\-1'-6" LAP MIN -3" (#4 BAR SPACING) 6" - ------5" # 8 -TOTAL 6 EACH FACE) (3 (#8 BAR SPACING) RANUNCULUS PANEL REINFORCEMENT 1" = 1'-0" NORTH SCHMIDT DESIGN GROUP, INC. Call: TOLL FREE 1-800 422 -4133 BA LA NC ING AR T IS T IC EXPRESSION IN DESIGN W I T H ENVIRONMENTAL SENSIT I V IT Y 2655 Fourth Avenue, San Diego , CA 92103 tele phone {619) 236-1 462 facsimile {619) 236 -8792 www.schmidtdesign.com Lie . CA 2138, NV 219, AZ 3413 9 SIMON WONG ENGINEERING 9968 Hibert Street , Suite 202 San Diego. CA 92131 0 0.5 1 2 TWO WORKING DAYS BE FORE YOU DIG SCALE: 1 "=1 '-0" KEY MAP 1------+---+--------------+---+---+---t--------i ! SHElcT l----+---+-------------+---+---+--1-------l i g~, CITY OF CARLSBAD RECREATION DEPARTulEl"T SHEETS 100 6/04/04 SWE INl11AL SUBMITTAL 7 /20/04 SWE REVISIONS 10/07 /04 SWE REVISIONS PINE AVENUE PARK ART PANEL DETAILS NO . 1 AR-1.1 Job No. 500-626 (858) 566-3113 f---=--r~-+--------------+----J--.--+--------,---1 OWN BY: ____IB __ DATE INI TIAL DATE INITIAL DATE INI TIAL CHKD BY: DL PROJECT NO. 38022 DRAWING NO. 421 5A E1,G1NEER or w□RK REVISION DESCR IPTION e--o-TH_ER_A~PP_R_ov-AL-+--c1_TY_A~PP_R_o,,-,A,--, Rvwo BY: AS ) (,0 0 ....., ~ 0 G) .,, .i::.. ~ I\) 0 ~ 0 0, )> 0 I ro 0 I "St 1 2. 00 R ------r------ 11 '-3" R - 1 2' -0" R --t---._ @ 3' --0" R___.., 2" CLR TYP ---t--~\ TO INSET 3/8" INSET --+--·, \ (BOTH SIDES) 1 2' --0" R ---........ FINI SH GRADE - PER CIVIL PLANS © ® 3' -0" ® ~· o" L- ® ----i----1 6' -0" R ---t-6' -0" R #4 () (BOTH FI\C-s) . t. BAR S T 2" OF 0 PASS WITH IN PO INTS E, G, I, AND K 16'-Q" R 0TH FACES) ,...+---6'-0" R POI NT X y A o' -6)1 O' -0" B o' -6" 3'-0" C Q' -6" 4' -OJI D o'--o" 9'-10" E Q' -8" g' -1" F o' -6" 11'-1" G o·-11 " 10 '-5 1 /2" H 1'-6" 12'-o" 2 '-1" 10'-1" J 2·-10" 10·-10" K 2'-4 1 /2" 9 '-4 1/2" L 3' -o" g ' -8" M 2 1 -6jp 4' -o" N 21-60 3' -0" 0 2J-6H o'-o,i 8' -2'' R \\ t., ~ \V ~ V \ \\ ' i\ ~ \I/ ' . ~ l,./'i.---- _:::t,,,--6" R TYP (~ \ 2" MIN ---\ ' n CLR TY P I n I I #4 1\ v;{L ,_, ,\ I L,> ,, I ,/ V / I "- (BOT H FACES) #41 (BOTH FACES) #4 1 (BOTH FACES) #4 g@ 12 -\\-1 · -2" #4 (5 LAP MIN -TOTAL 10 EACH FACE ) #4 CJ j @ 6 L1, -6" LAP MIN OR IGIN POINT - (0,0) <D I 2 1 /2" 7" 7" 3 1 /2" (#4 BAR SPAC ING) -TOTAL 6 GLADIOLUS PANEL GEOMETRY 1 H = 1 '-0" 5" --- L--' ---- I 7 .. I 7 .. I • • • • #8 (3 EACH FACE) i---5 '' ( 8 # BAR SPACING) GLADIOLUS PANEL REINFORCEMENT THIS SHEET NOT PART OF CONTRACT; PROVIDED FOR REFERENCE ONLY 1 )j = 1 '-0" ' 0 I ro 0 I ..;- 3' -0" 1 '-6" 6'-0" R CD 3'-o" R -=-+-r TYP NOTE: ALL RADII SYMMETRICAL ABOU T tr_ PANE L. 0 I 2" CLR TYP ---1-__....-- TO INSET 6'-0" R --- TYP 3 /8" INSET ----J....--7 (BOTH SIDES) © FINISH GRADE/ PER CIVIL PLANS @ ORIGIN POINT _J (0,0) TYP ® @ @ TYP @ ('}) 2' -0" POINSETTIA PANEL GEOMETRY 1" = 1'-0" @ ® POINT X ® A o· -6" B o· -6" C o· .... " -t) CD D o· -o" E a• ,-.H -t) F o' -2" G o'-5 1 /2" H 0'-0 1 /2" o·-o 1 /2 " J o'-10" K 1 '-1 1 /2" L 1 '-6" M 1'-10 1 /2" N 2'-2" 0 2 ' -11 1 /2" p 2' -11 1 /2" Q 2'-6 1 /2" R 2'-10" s 2 1-611 T 3' -0" u ,.., ' 611 L- V 2 1 -6 11 w 2'-6'1 Undergrou nd Service Alert S CHMIDT DESIGN GROUP , INC. Call: TOLL FREE 1-800 422 -4133 BA LA N CING ART ISTI C EX PRES S ION I N DESIGN WITH EN V IRONMEN TA L SEN SITI VI TY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdes ign.com TWO WORKll,G DAYS BEFOR E YOU DIG y o· -o" 3' -0" 4 1 -011 g ' -4" g' -9" 10'-1" 10'-4" 1 1 ·-o" 12'-o" 11'-8" 1 1 '-1 1 /2" 1 1 · -5 1 /2" 11 '-1 1 /2" 11'-8" 12'-0" 11'-o" 10'-4" 10'-1" g' -9" g' -4" 4' -0" 3'-o" Q' -on 2 " MIN - CLR TYP ' n I n (0 I 5" 5" 5,, CUP 13-~8: #4 () (BOTH FACES) -BARS TO PASS WITHIN 2" OF POINTS E, G, K, M, Q , AND S #4 /) TYP (BOTH FACES) #4 y (BOTH FACES) #4 $ (BOTH FACES) NOTE: REIN FORC E~1E NT IS SYMM ETRICAL ABOUT ~ PANEL. _...:::::=-. # 4 a @ 1 2 _\\ __ 1 O" LAP MIN AND VARI ES #4r::J@ 6 " __J, \-1 ' -6" LAP MIN 5" (#4 BAR SPACI NG) -1---7......._+---#8 -TOTAL 6 (3 EACH FAC E) 5" (#8 BAR SPACING) POINSETTIA PANEL REINFORCEMENT 1" = 1 • -o" NORTH 0 0.5 1 2 SCALE: 1"=1'-0" KEY MAP NTS Lie. CA 2138, N V 219, AZ 34139 1----+---+---------------t----t----;---,--~ ~ CI~Yc RE9foN ~E~~T~~~AD I ~~~s Job No. 500-626 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Die go, CA 92131 (858) 566-3113 6/04/04 S'NE 7 /20/04 $WE 10/07/04 SWE D.ATE INITIAL ::::NGit,r =::rn OF WO RK REVISION DESCRIPTION PINE AVENUE PARK ART PANEL DETAILS NO. 1 AR-1.0 \ / 081506 c.o C (X) :E 0 G) 'Tl ~ J-l,, I$ 0~ 0 01 )> ' 0 I co 0 I ,tj- • 1'-6" #4 ~ (BOTH FACES ) #4 ~ (BOTH FACES) ------#4 .f' (BOTH FACES) 3'-0" R - 3/8" INSET ---+-t-r (BOTH SIDES) 3' -0" R __ ___..,. 2" CLR TYP --+-~ TO INSET 4'-0" R --+-~ © 1'-6" R 6' -0" R ~_,. ~ 2' -0" R ,,,~__, .L..---1' ® '-----4'-6" R @ -20'-0" R ® 0 FINISH GRADE 1 PER CIVIL . ~ PLANS ORIGIN POINT (0,0) ® CT) ..---•----+----◄ BIRD OF PARADISE PANEL GEOMETRY 1" = 1 '-0" POINT A B C D E F G H I J K L M N 0 p Q R s T THIS SHEET NOT PART OF CONTRACT; X o' -6" 0'--6" o' -6" o'-4 1 /2" o· -4" o' -o" o' -5" o·-o 1 /2" 1 '-o" 1 '-11 1 /2" 1 '-8 1 /2" 3'--0" 2' -3" 2' -8" 2' -3" 3' -0" 1 '-11 1 /2" 2'-6" 2'-6" 2'-6" PROVIDED FOR REFERENCE ONLY y o' -o" 3' -0" 4'-o'' 7' -0" 9 1 -3" 10'-5" 1 o' -3" 12' -0" 11'-1" 12'-o" 11'-3" 12' -0" 10'-8" 1 o'-8 1 /2" 10'-2" 1 o' -3" 6 1 -9" 4' -0" 3'-011 o' -o" ' n I n ' tD I 2" MIN ---- CLR TYP 2" MIN-~ CLR TYP 5''__... 7••---- ---- #4 ('J (BOTH FACES) -BARS TO PASS WITHIN 2" OF POINTS G, I, K, M, AND 0 #4 t (BOTH FACES) '-----#4 ~ (BOTH FACES) -::,,..__-#4 ~ @ 12 __\\_,,_2" AND LAP MIN VARIES J-+--+H--::::?" #4 -TOTAL 1 2 (6 EACH FACE) #4CJ@ 6 --\\-1 · -2" LAP MIN ~--5" (#4 BAR SPACING) ----#8 -TOTAL 6 (3 EACH FACE) -5" (#8 BAR SPACING) BIRD OF PARADISE PANEL REINFORCEMENT 49671 9-30-06 CIVIL 1" = 1'-0" SCHMIDT DESIGN GROUP, INC. Job No. 500-626 BALANCING ARTISTIC EXPRESSION IN DESIGN W ITH EN VI RONMEN T.A.L SE NSITI VI TY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schm idtdesign.com LiC.CA2138,N v 219, Az34139 SIMON WONG ENGINEERING 9968 Hibert Street, Suite 202 San Diego, CA 92131 (858) 566-3113 Un de rg round Se rvice -~lert Cal I: TO LL FREE 1-800 422 ~4133 NORTH 0 0,5 1 2 SCALE: 1 "=1 '-0" KEY MAP TWO WOl'l Kll'l G DAYS BEFORE YOU DIG 6/04/04 S'0lC. 11'-J ITiA L SUBMITTAL 7 /20/04 SWE REVISIONS 10/07 /04 SWE REVISIONS DATE INITIAL ENGIN EER OF WORK REVIS ION DESCR IP TION SHEETS 16¢ PINE AVENUE PARK ART PANEL DETAILS NO. 1 AR-1.2 DWI'" BY: TB~ ,___DA_T_E ~IN_ll_-lA_L +-C_AT_E~_INI_TIA_L____, CHKD BY: DL OTHER APPROVA L CITY AuPROVAL RVWD BY: AS -- PROJEC T cJO _ 38022 DRAWI NG NO_ 421 -5A ) ) OS1506 <.O 0 <.O :E 0 C') 'Tl ~ ~ t\) 0~ 0 01 )> #4 (0 ' co I ~ 1 '-4" L4" TYP TYPICAL PANEL SECTION 1" = 1'-0" NOT PART OF THE CONTRACT. FINISH GRADE PER CIVIL PLANS 0 ~ FOOTING:=:,, I l[) (0 I N - 21 -6" ~ 6" 5'-0" ~ I - --I I I I I -" 7" I 2'~2'l PLAN VIEW i COLUMN I 1-- ~ 6" • t • .--3" CL R TYP #5 TY P (TOP) v- ~ ' ' (0 I -- t I ' '<j- B CONCRETE: GROUT: DESIGN CRITERIA Fe = 1,000 psi f'c = 2,500 psi n = 10 2,000 psi RE INFORCING: fy = 60,000 ps i (GRADE 60) Fs = 24,000 psi SOIL: ALLOWABLE BEAR ING PR ESSURE = 5,000 psf FRICTION COEFFICIENT, _u = 0.30 SOI L PARAMETERS PROVIDED BY REPORT "PRELIMli~ARY GEOTECHNICAL EVALUATIO N REPORT, PINE SCHOOL COMMUNITY PARK, HARDING STREET AtJD PI NE AVENUE, CARLSBAD, CALIFORNIA", BY NiNYO A.ND MOORE, 57 10 RUFFIN ROAD, SAN DI EGO, C.ALIFORi~IA 92123, PHONE (858) 576-1000, PROJ ECT NO. 104658001, DATED JUNE 12, 2002. GENERAL NOTES: 1. SPEC IAL INSPECTION IS NOT REQUIRED FOR CONCRETE CONSTRUCTION AS SHOWN ON PLANS. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO 90% DEtJSITY AND SHALL BE TESTED AND OBSERVED BY THE PROJECT SO ll_S ENGINEER. 3. FOOTING EXCAVATIONS SHA.LL BE OBSERVED BY THE PROJECT SOILS ENGIN EER PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE , 4. SPREAD FOOTING CONCR ETE SHALL BE POURED NEATLY AGAINST UNDISTURBED EXISTING GROUND. 5. WHEN ON E CON TIN UOUS REINFORCING BAR CANNOT BE USED, A LAP SPLICE OF 40 -BAR DIAMETERS IS REQUIRED. 6. HO LE S DR ILLED AND ABANDONED DUE TO INT ERFERENCE WITH STEEL SHALL BE FILLED WITH A NON-SHRINK GROUT. ' <D +---+--+-----L 7T" -11-7T _J (0 I N (0 I 11 11 11 11 11 11 11 11 I LI LI ------t---r COORDINATE WITH ART PANEL COORDINATOR VERTICAL #8 BARS FROM COL.UMN DRILL 1 1 /2"¢ HOLES TO MATCH VERTICAL #8 BARS FROM CO LUMN (BO ND #8 BARS IN PLACE USING HILTI HY-150 ADH ESIVE. AFTER ADHES IVE HAS CURED FOR 24 HOURS, GROUT REMAINING GAP AROU ND COL UMN #5 @ 12 BOTH WAYS (BOTTOM) AND FOOTING -CONTRACTOR TO SUPPORT COLU MN IN PLACE DUR ING ADHESIVE AND GROUT CURI NG PER IOD). SECTION B-B ART PANEL FOOTING DETAILS 1" = 1'-0" 49671 S CHMIDT D ESIGN GROUP, ING. BALAN C ING ARTIST I C EXPRESSION I N DES I G N W ITH EN V I RONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsim ile {619) 236-8792 - www,schm idtdesign.com Uc. CA 2138, NV 21 9, AZ 34139 SIMON WONG ENGINEERING Underg,ou nd Se rvice Alert Call: TO LL FREE "1 -800 422 -4133 TWO WOl~KlfJG DAYS BlFOl~E YO U DIG NORTH 0 0.5 1 2 SCALE: 1 "=1 '-0" KEY MAP SHEE :" l . . ' 100 i CITY OF CARLSBA.D I RF CREA TIDN DEP AR TMEN T SHEETS l PINE AVENUE PARK ART PANEL DETAILS NO . 1 AR-1.3 9-J0-06 CML 6/04-/04 SWE INITl.t..L ScJ:3MITTAL -+-----------------+---+----I---+--_, or-c,,,.\..l.'f Job No . 500-626 9968 Hibert Street, Suite 202 Son Diego, CA 92131 (858) 566-3113 7/20/04 SWE REVISIONS 10/07 /04 SWE REVISIONS DA TE l~JITIAL E!\iGINEER OF 'WORK DA TE INITl.l\L DA TE !~JITIAL REVISIOt, CESCRIPTION OT---lEc"< APPROVAL Ci TY APPRO\iAL I l f 081506 ~ 0 0 =E 0 G') 0~ 'Tl I\) ~~ o• 0~