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0307-180 (CSCS) Plans GENERAL DRAWING NOTES: (unless noted otherwise). COPYRIGHT 1-01 CRAIG L. MCALLESTER GENERAL AGREEMENT: The drawing set has been checked and rechecked. It is intended to be without errors. However CAD Construction Design assumes no liability for errors and/or omissions. The builder and the builder's agents should properly check the plan set prior to bidding and start of construction. A legibly marked plan set shall be submitted to cad construction design for correction. No changes shall be made to the structure without the written approval of the one for whom it was designed. No structural changes shall be made without the approval of CAD Construction Design and/or the structural engineer of record. This plan set is only to be used on the project it was designed for. Any other use is in violation of the copyright and is subject to prosecution. ***ACCEPTANCE OF THIS PLAN SET ESTABLISHES ACCEPTANCE OF THIS AGREEMENT*** CODES: Unless noted otherwise, the following codes shall be applicable in part or in whole and of the issue that is in effect at the time the permit is issued. 2001 CALIFORNIA BUILDING CODE NOTES TO ALL CONTRACTORS: Each contractor and subcontractor is responsible to read and understand all aspects of this plan set. Contact cad construction design for clarification and if any sheets are missing. Do not break up this drawing set for any reason. Field verify all existing conditions prior to bidding. GENERAL CONTRACTOR/PROJECT MANAGER: they shall be responsible for the overall job safety, project coordination, temporary services and job management and is responsible to the owner, and may be defined by other ordinances or regulations. WORKMANSHIP: shall be in good condition as covered by the applicable standards for that trade, (ubc 2303.8) ELECTRICAL CONTRACTOR: to coordinate equipment locations as required. The electrical contractor is responsible for equipment and appliance hook-up. PLUMBING CONTRACTOR: to coordinate equipment locations as required. The plumbing contractor is responsible for fixture hook-up. MECHANICAL CONTRACTOR: Shall provide, install, test and balance equipment, and is responsible to coordinate equipment locations as required with GC and others. 11. WALL COVERING 11.1. WOOD SIDING AS APPROVED 11.2. Gypsum wallboard exterior usage: Brownboard, (ICBO 1874), type moisture resistant. 11.3. walls supporting ceramic tile use: Type WR Greenboard (ICBO 1847) or cementitious backer board (preferred) 12. DOORS AND WINDOWS 12.1. All exits to be operable from the inside without the use of keys or any special knowledge. 12.2. A manually operated edge or surfaced mounted flush bolts are prohibited. 12.3. not used 12.4. Provide min. 30# felt at all heads, jambs, and sills of windows and door openings 12.5. Flash horizontal and/or sloped areas minimum 6" of vertical wall surface around opening. 12.6. Provide continuous sealant bead where stucco abuts other materials to provide a weatherproof seal. 12.7. Contractor to provide a weather tight shell. 13. SECURITY 13.1. Provide a nominal level of resistance to unlawful entry of the building 13.2. Metal doors: Ferrous metal surface of 24ga minimum thickness and aluminum surface of 0.1" minimum thickness for all doors and windows providing access to the living areas 13.3. All doors and windows shall be provided with locks and operable from the inside without special knowledge or the use of a key or a tool. 13.4. Use solid shim material min. 6" above and below (12" long) the hinges and strike. 13.5. All strikes and hinges to be mounted with #8 by 3" long screws and shall have minimum 3/4" penetration into the nearest stud. 13.6. All exterior out -swinging doors to have non -removable pin type hinges, minimum of 3 4 1/2" steel butts per door. 13.7.not used 13.8. Provide screen material wire -tied over all vents on roof to prevent the migration of rodents and insects into the structure. 14. ATTIC ACCESS 14.1. All attic areas with 30" of headroom shall be provided with a scuttle with minimum dimensions of 22%30" (see detail) 14.2. If the attic access is on the exterior of the building, provide a lock for security. 15. ROOF AND ROOF COVERING (CHAPTER 10) 15.1. Rafters and trusses shall comply with the requirements of the code. The truss supplier is to have a California certification. Each truss shall be properly stamped. 15.2. Provide truss calculations and diagrams to inspector at framing inspection. 15.3. Provide 30# felt under asphalt or fiberglass shingles. 15.4. Provide 2 layers of 30# felt or 90# felt on roofs of clay or concrete tile. 15.5. Roofing attachment per table 15 15.6. Provide 24" min. 28ga. metal valley flashing at all valleys. 15.7. Provide bird stop for Spanish the and as required to prevent migration. 16. INSULATION 16.1. Minimum requirements 16.1.1. Floors R19 16.1.2. 2x6 Frame walls R21 16.1.3. Roof R30 17. GENERAL 17.1. Do not scale d wings. Contac CAD Construction Design for clarification. 17.2. Provide BUILDING be ma Ings on a prominent location. 17.3. All HVAC equipments all be keened from public view 12" above the appliance. 17.4. Seismic zone (sec. 1627 as amd.) 17.5. All or equal substitutions must be submitted to and approved by the building official prior to installation. 17.6. ICBO for SIP Construction: PFC-5002, Roofing ICBO for Roofing Tile: 2656P or eq. 17.7. provide fire blocking per section 708.2 in wall and furred voids ® 10'-0" o.c. CONTRACTOR. O x. E `I �s eIr �w k ..Fix 9 `.�` f IN _calla tamplCo v_ avenida montezuma Pr®ieGt Location N 0 a� E E > °c 0 avenue 52 _ c a > > r v o Iul SCALE. NTS &1cINITY.dwg PROJECT ADDRESS: existing building PROJECT ADDRESS: building one bill morrow 79-390 tom fazio lane Ic quinta, ca 92253 la quinta grill, Ilc 78-034 calla barcelona la quinta, ca 92253 la quinta grill, Ilc 78--030 calla barcelona la quinta, ca 92253 PROJECT la quinta grill, Ilc ADDRESS: 78-026 calla barcelona building two la quinta, ca 92253 LEGAL: APN: 770-153-001 AND 770-183-002 LOTS 1-4 AND 9-12 DESERT CLUB TRACT UNIT 1 occupancy b type of construction v-n sprinklered yes stories 1 required exits 2 exits provided 2 SQUARE FOOTAGE CALCULATIONS building 1 building 2 toilet mech/elect total 2700.00 sq. ft. 2700.00 SQ. FT 553.52 sq. ft. 115.83 SQ. FT 6069.35 SQ. FT SHEET INDEX a1 a2. A3 A4 A5 structrual s1 s2 93 54 mechanical m1,,,, m2 en-1 plumbing p1, p2 electrical a-1 e-2 e- 3 civil 1 of 3 2of3 3of3 landscape C-1 C-2 L-1 L- 2 L- 3 L- 4 1-1 1-2 slp s 1-3 CONSULTANTS ken west c&g construction 78-034 calla barcelona la quints, ca 92253 P 760-777-9362 f 760-777-9372 TITLE SHEET floor plan elevations roof plan schedules gsn ROOF / FOUNDATION PLANS GENERAL details SIP ASSEMBLY details hvac plan title 24 compliance floor and site plan, iso electrical site plan power plan lighting plan title 24 / details topo boundry grading plan details CONSTRUCTION PLAN CONSTRUCTION DETAILS planting PLAN planting PLAN planting PLAN planting DETAILS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS floor plans sections wall elevations wall elevations wall elevations wall elevations details sprinkler design sprinkler design fp and section STRUCTURAL ENGINEER Mike J. Nelson engineering 14712 SW Scholls Ferry Road Suite 32b Beverton, OR 97007 P 503-524-8268 f 503-213-6222 david cervantes efficient air conditioning 42-280 beacon hill, ste. d-9 palm desert, ca 92260 p 760-779-9100 f 760-779-5040 pJymbina engineer john lover jd mechanical 39665 entrepreeur In. ste. a palm desert, ca 92211 electrical engineer jack Bentsen bentsen/hui engineering 70-141 sun valley drive rancho mirage, ca 92270 p 760-324-7357 f 760-328-4148 rm d 78-150 tampia �- la quinta, ca 92253 t,FSlea f p 760-771-2071 /'`atSx,,C 3, �'�4 NV ciyjl engineer K matt petroni 7 warner engineering Exp. 73-185 hwy. 111, ste. a '3U�0 palm desert, ca 92260 � C:iI� p 760-341-3101p� f 760-341-5999 �"" � CAt# soils engineer shelton stringer earth systems consultant 79-8118 country club drive bermudo dunes, ca 92201 p 760-345-1588 f 760-345-7315 structural houlated oanal mfa R- jeff besan premier building systems 3434 west papago st. phoenix, az 85009 p 800-240-6691 f 602-269-6999 design Craig L. McAllester C.A.D. CONSTRUCTION DESIGN 6950 W. LAUREL LANE PEORIA, AZ. 85345 p 623 878-9640 f 623 878--7408 \D. ®-\ CONSTRUCTION ®ESI G a � � DRAFTING PLANNING A Division of Craig L. McAllester Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7408 EMAIL: craigmcaliester@earthlink.net * In God We Trust * REVISION DATE DESCRIPTION A 5-21-3 CITY COMMENTS ALL CONSTRUCTIONS SHALL COMPLY WITH THE 2001 CA. BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, AND ENERGY CODES AND ALL OTHER LOCAL CODES AND ORDINANCES. PROJECT: 0307 COPYRIGHT:2-18-21 COVER TITLE: SHEET SCALE: NO SCALE r r? P: r� 4y e t A MI n" I. CN C-4 rn =nl CIS SCALE: 1/4" l'-O" SCALE: 3" 1= l'-O" THRESHOLD ELEVATOR (PEMKO #2820) DOOR THRESHOLD SET IN SEALANT (PEMKO #2005DV) FINISHED FLOOR d: \DETAILS\Thre9hald\09thre31 DRAFTING PLANNING A Division of Craig L. McAllester Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7408 EMAIL: craigmcallesterta_earthlink.net * In God VVe Trust * REVISION DATE [DESCRIPTION A 5-21-3 CITY COMMENTS ALL CONSTRUCTIONS SHALL COMPLY WITH THE 2001 CA. BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, AND ENERGY CODES AND ALL OTHER LOCAL CODES AND ORDINANCES. PROJECT: 0307 DATE: 2-18-3 TITLE: FLOOR PLANS I SCALE: AS NOTED SCALE: 1 /892 = 19-091 MAS WALL 10 METAL GATE TILE ROOF EMNEIN Ad" IVA 'r 12 20'-8" rh 19 'F M/A3 VVMLL TILE ROOF EAST ELEVATION SCALES 1/8" = 1'-0" �ORTH ELEVAT1011 SCALE: 1 /813 = 19-011 RAVISTA SLATE f I.C.B.O. 5209 ATCHES EXIST.) PLATE A.F.F. CTORY APPLIEF ,RDI BOARD AND SIDING VVEST ELEVATION m zU plate u F= 0 (n R V) bi < I R-30 BATT --- polar-ply or eq. radiant barrier per mfg. specs. TRUSS BY MFG. INSULATION BAFFLE TRUSS CONNECTION, SEE STRUCTURAL 2X TOP PLATE, GLUE AND NAIL PER STRUCTURAL STRUCTURAL INSULATED PANEL, (SIP) WITH FACTORY APPLIED HARDI BOARD EXTERIOR FINISH. SEE STRUCTURAL --, 4" CONCRETE OVER 4" ABC MIN. 2X BOTTOM PLATE ON P.T. PLYWOOD PLATE caulk 4" hard! plank seal to building CONCRETE STEM AND FOOTING. SEE to STRUCTURAL TYPICAL WALL SECTION SCALE: 1/2" = 1'-0" -7 iYPICAL BUILDING SECTION DRAFTING PLANNING A Division of Craig L. McAllester Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7408 EMAIL: craigmcallester@earthlink.net * In God We Trust * C 0 0 0 C: (1) 0 0 U 0, r% CZ _j C REVISION DATE DESCRIPTION A 521-3 CITY COMMENTS ALL CONSTRUCTIONS SHALL COMPLY WITH THE 2001 CA. BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, AND ENERGY CODES AND ALL OTHER LOCAL CODES AND ORDINANCES. PROJECT: 0307 DATE: 2-18-3 TITLE: ELEVATIONS SCALE: 1/8" = 1 °-01" SCALE: 1/8" = 1'-0" A3 f SCALE: 1/4" = l'—O':l DRAFTING PLANNING A Division of Craig L McAllesler Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7408 EMAIL: craigmcallester@earthlink.net In God UNe Trust 0 4� 14- r rA 00 REVISION DATE DESCRIPTION A 5-21-3 CITY COMMENTS ALL CONSTRUCTIONS SHALL COMPLY WITH THE 2001 CA. BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, AND ENERGY CODES AND ALL OTHER LOCAL CODES AND ORDINANCES. PROJECT: 0307 DATE: 2 el- 18-3 TITLE: ROOF PLAN Ow" KNINEUR"IM31111 "I 00 uinnnn ,-on INSULATE PLUMBING TOILET ROOM ELEVATIONS SCALE: 1 /4" - 1'-0" GENERAL REQUIREMENTS SANITARYFACILITIES • ul=xo ul=ltv MEN HANDICAPPED ACCESSIBLE MEN I ON WOMEN UNISEX RESTR00MS FIRSTOFFOOR WALL—SIGNAGE (TYP.) 12' 12" DOOR MOUNTED SIGNAGE (TYP. NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR —MOUNTED SIGNAGE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR —SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. t LETTERING RAISED 1/32" HEIGHT OF .. LETTERINGMEN 5/8"MIN TO 2"MAX •" UPPERCASE CHARACTERS Fig.82 The CaIDAG - California Disabled Accessibility Guidebook CORRESPONDING GRADE II BRAILLE DOOR —MOUNTED SIGNAGE 60" ©2002 MPG Publishing Co. 274 1 �1 — — — — — — — — — — — — — — — — — — — — — — --- — — 1 TOILET SEAT COVER DISPENSER AND ROLL TISSUE TYP. OF 2 8-3474 DISPENSER RECESSED IN WALL (ACCESSIBLE). 2 TOILET SEAT COVER DISPENSER, ROLL TISSUE DISPENSER AND TYP. OF 2 9-3574 NAPKIN DISPOSAL RECESSED IN WALL (ACCESSIBLE). 3 PAPER TOWEL DISPENSER AND RECEPTACLE TYP. OF 2 B-3900 SURFACE MOUNTED (ACCESSIBLE). 4 COUNTER MOUNTED SOAP DISPENSER TYP. OF 4 B-622 SURFACE MOUNTED (ACCESSIBLE). 5 GRAB BAR TYP. OF 2 B-6206-36 TYP. OF 2 B-6206-42 frp P1 P2 gb NOTE: BACKING FOR ACCESSORIES TO BE 6" X 20GA. METAL STUDS CONTRACTOR TO PROVIDE ACCESSIBLE SIGNAGE AT STRIKE SIDE OF DOOR ® ALL TOILET ROOMS TU RE SCHEDULE SCALE: 1 " 1 " d:\DETAILS\Plumbing\TOILET\10reet06 WALL BEYOND 6' 4" MAX. �9 y _ X i Mq�- f i M N SECTION AA �. 4'-0" MIN. I. AA I / 6'A,AX. K / 18" MIN. - 19" MAX. 18" MIN. - 24" MAX. NOTE: ALL DIMENSIONS IN THIS DETAIL ARE CODE MINIMUMS AND MAXIMUMS. PLANS DICTATE WHEN WITHIN CODE CONFORMANCE. 1D INKING FOUNT-IAN SCALE: 1 /2" = 1'--0" d:\DETAILS\Plumbing\TOILET\'10drfoOI PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT OT THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR, REF: CBC 1994. SECT. 1117B, 1117B.5.9 LETTERING RAISE A ooaoap —CORRESPONDING GRADE II BRAILLE LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL ST 5/8" HIGH® BUT NO HIGHER T 2". A A SIGN 1 O S LE: 1/ 4" = 1'-0" BUILDING 2 - - - 9,-0.. USAGE' OFFICE, STORAGE ROOM lock Set L1 schlage S SERIES JUPITER MODEL LEVER s50pd lock number jup design (both inside and outside) 609 FINISH (both inside and outside) verify right or left hand below ACTION WOMEN CT FRP P2 GB P2 9 -0 MEN CT FRP P2 GB P2 9 -0 105 CT FRP P2 GB P2 9 -0 106 CT FRP P2 GB P2 9 -0 107 CT FRP P2 GB P2 9 -0 108 CT FRP P2 GB P2 9'-0" USAGE:, passage set L2 schlage S SERIES JUPITER MODEL LEVER S10D lock number jup design (both inside and outside) 609 FINISH (both inside and outside) verify right or left hand below ACTION 109 CT FRP P2 GB P2 9 -0 110 CONCRETE P1 GB 9 -0 111 CONCRETE P1 GB 9 -0 U : rest roam L3 schlage S SERIES JUPITER MODEL LEVER S40 lock number jup design (both inside and outside) 609 FINISH (both inside and outside) verify right or left hand below ACTION ABBREVIATIONS ceramic the w/ 6" cove base fiber reinforced plastic to 4'-0'° a.f.f. (wet walls ONLY) paint 1 - FLAT, tbd paint 2 - washable enamel, tbd gypsum board ceiling w/ metal edges of doors ', pair L4 schlage S SERIES JUPITER MODEL LEVER passage-s10d; lock set-s50pd jup design as required in and out 609 FINISH all lock surfaces verify right or left hand below ACTION US� QE . L5 YALE 7100 SERIES PANIC HARDWARE I n - &FINISH SCHEDULA - WE SCALE: o•!a!i'�!�!�!w!�!�!i!�►!a!i!i!i!e"i!�!i�il�!®!�!r�i�il�!®!�!��i!�!i!�!e!a +► ill \ � NO ,,,ff line of frp t 4'0" a.f.f. PANIC EXIT FINISH: US4 - SATIN BRASS HARDWARE PROVIDE WEATHER STRIP, DOOR SWEEP, AND THRESHOLD AS REQUIRED USAGE: L6 PROVIDE SPRING LATCH AT DOOR TOP, PUSH/PULL AND PUSH DOOR KICK PLATE HARDWARE \DETAILS\NOTES\FINISHSCHED Ih: left hand inside rh: right hand _ o Irb: left hand�zT= -hand outside t g I ,� rev. bevel b rev. bevel W Q MARK DOOR CLOSERS AS NOTED ON SCHED. a — v U DC1 TYPICAL DOOR CLOSER 3 bi YALE 440OBF SERIES o FINISH: US4 - SATIN BRASS s 0 Z DC2 ELECTROMAGNETIC DOOR HOLDER YALE R5930 SERIES I FINISH: US4 - SATIN BRASS 7 -3,. SOUNDz INSIDE CLEAR ATTENUATION INSULATION, TYP. F LAVATORY WATER CLOSET yi CLEAR FLOOR AREA VA CLEAR FLOOR AREA . TYP CAL RESTROOM REQ. DOOR SCALE: — HARDWARE SCHED. DOORHRD.DWG SCALE: 3 8" = 1'-0" d:\DETAILS\Plumbing\TOILET\RESTDET DOOR FRAME NOTES: ® SEE PLUMBING DRAWINGS AND SPECIFICATIONS FOR MOUNTING HEIGHTS OF FIXTURES CXX SIZE TYPE MATERIAL material HARDWARE 1 3070 A SF HM GL HM BY MFG 2 3070 A SF HM GL HM BY MFG 3 3070 A SF HM GL HM IBY MFG • FLUSH VALVE HANDLE ON OPPOSITE SIDE OF GRAB BAR F1 1 4 3070 A SF HM GL HM BY _ MFG 15 3070 B SC HM L1 DC1 0 I I LO 0 I I � URINAL TOWEL DISP. SHELF 1 1 /2'0 x 36'L 1 1 /2'9 x 36"L GRAB BAR GRAB BAR -- 1 1 /2"0 x 42'L GRAB BAR 0 ir)o i ON TOILET x s 0 iv TOILET TISS E NAPKIN DISP. DISP. I TOILET 0 I MOP RACK w U � 1 °-5" LU I J "cV bi U Ld z_ opop --- w 0 LITERARY BRAILLE N ' w STANDARD DIMENSIONS INSULATE ALL N U DOT DIAMETER .059°° EXPOSED PIPING. 11-4 11 INTER -DOT SPACING -.059" LAV, SOAP DISP. TAMPON VEN OR HORIZONTAL SEPARATION AND MIRROR 8 MIN. CLEAR BETWEEN CELLS — .241 " VERTICAL SEPARATION BETWEEN CELLSRATI- .39 " T Y I CAL MOUNTING HEIGHT d:\DETAILS\Plumbing\TOILET\1Oreet23 SC E. 3/ " _ 1'-0" IOREST09 r 6 13070 B SC HM L1 DC1 7 3070 B SC HM L3 8 3070 B SC HM L3 9 3070 B SC HM L3 10 3070 B SC HM L3 11 3070 B SC HM L1 DC1 12 3070 C HM, PR HM L1 13 3070 C HM PR HM L1 14 3070 C HM HM L1 for hardware see DOOR HARDWARE SCHED. ABBREVIATIONS 3070 3070 3070 HM HOLLOW METAL SF SC HM gl glass, TEMPERED I pr pair of doors sc solid core wood sf store front glass 0 ®DOOR SCHEDULE SCALE: — d: \DETAILS\NOTES\DOORSCHED WINDOW FRAME SIZE TYPE MATERIAL material OTHER 1-91 r%n;;n In I nl rel I - A ABBREVIATIONS AL ALUMINUM sh single hung SCHEDULE d: \DETAILS\N0TE5\WNDSCHED C.A. CONSTRUCTION] DEC IG DRAFTING PLANNING A Division of Craig L. McAllester Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7408 EMAIL: craigmcailester@earthlink.net * In God We Trust * Ea 0 — 4j L_ ® �J REVISION DATE DESCRIPTION ® 5-21-3 CITY COMMENTS ALL CONSTRUCTIONS SHALL COMPLY WITH THE 2001 CA. BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, AND ENERGY CODES AND ALL OTHER LOCAL CODES AND ORDINANCES. PROJECT: 0:307 DATE: 2-18-3 TITLE: SCHEDULES SCALE: NO SCALE A5 GENERAL PROJECT NOTES: 1 THE GOVERNING CODE IS THE 2001 CALIFORNIA BUILDING CODE 2 UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT. 3 THE STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL —FORCE RESISTING SYSTEMS HAVE BEEN CONSTRUCTED. 4 ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE PROJECT ARCHITECT AND ENGINEER. 5 ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, 6 CONTRACTOR SHALL COMPARE DIMENSIONS WITH ARCHITECTURAL PLANS AND ELEVATIONS AND NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES. 7 THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL DRAWINGS THE LOCATION OF ALL OPENINGS CUT THROUGH THE ROOF OR FLOORS. SITE WORK: 1 PREPARE THE SITE WITHIN BUILDING AREA AND 5-0" MINIMUM AROUND THE BUILDING, OR PER GEOTECHNICAL REPORT 2 OVER EXCAVATIONS SHALL BE BACK —FILLED WITH CLEAN, WELL GRADED SAND, SAND & GRAVEL MATERIAL, OR LEAN CONCRETE (f'c = 2000 psi). 3 ALL FILL AND BACK —FILL PLACED IN THE BUILDING AREA AND BENEATH PAVED SURFACES SHALL BE DENSELY COMPACTED. 4 ALL STRLCTURAL FILL SHALL BE GRANULAR & PLACED IN LOOSE LIFTS, NOT EXCEEDING SIX INCHES (6") IN THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST NINETY—FIVE PERCENT (95%) OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D-698 AND ASTM D-1557. 5 THE ADEQUACY OF THE FIELD COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS BY CONTRACTOR. FOUNDATI13NS AND FOOTINGS: 1 FOUNDATIONS ARE DESIGNED FOR AN ASSUMED NET BEARING PRESSURE OF: 1000 PSF 2 ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED PREVIOUSLY COMPACTED CONTROL FILL, OR UNDISTURBED VIRGIN SOILS, DEPENDING ON THE LOCATION. 3 ALL OVER —EXCAVATION SHALL BE FILLED WITH CONCRETE, OR AS RECOMMENDED BY THE GEOTECHNICAL REPORT. 4 ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. 5 BOTTOM OF PERIMETER FOOTING SHALL BE MINIMUM OF 12" BELOW FINAL GRADE UNO PER DETAILS. 6 CONTRACTOR SHALL BRING THE BACKFILL UP EQUALLY ON BOTH SIDES OF ANY FOUNDATION WALLS SO AS NOT TO CREATE AN UNBALANCED LOADING. GENERAL STRUCTURAL JOB SAFETY: THE ENGINEER IS NOT RESPONSIBLE FOR THE FABRICATION, ERECTION, AND/OR JOB SAFETY, THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL SHORING, BRACING, FORM WORK, ETC., AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE BUILDING. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE CERTAIN THAT THE SHOP DRAWINGS AND CONSTRUCTION ARE IN CONFORMANCE WITH THE LATEST ARCHITECTURAL AND STRUCTURAL DRAWINGS. AT LEAST 3 WEEKS BEFORE FABRICATION, THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO THE ENGINEER/ARCHITECT FOR REVIEW TO DETERMINE GENERAL COMPLIANCE WITH THE DRAWINGS, OUR REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE IN COMPLIANCE WITH THE LATEST DRAWINGS. CONCRETE AND REINFORCING STEEL 1 CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" EXCEPT AS OTHERWISE NOTED OR SPECIFIED. 2 ALL REINFORCING STEEL SHALL BE ASTM A-615 DEFORMED GRADE 60, UNLESS OTHERWISE NOTED OR SPECIFIED. 4 MIX REQUIREMENTS -- MINIMUM 28 DAY f'c = 3,000 psi ( DESIGNED FOR 2,500 psi — NO INSPECTION REQ'D ) -- MINIMUM 5.5 SACKS OF TYPE V PORTLAND CEMENT PER CUBIC YARD -- SLUMP RANGE : 4" to 8" w/ SUPERPLASTICIZERS AS REQ'D -- MAXIMUM WATER/CEMENT RATIO = .58 5 ALL LONGITUDINAL BARS IN FOOTINGS SHALL BE CONTINUOUS OR SHALL LAP 40 BAR DIAMETERS, AS SHOWN ON BAR LAP SCHEDULE, NOTED OR SPECIFIED OTHERWISE. 6 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL 315, LATEST EDITION. 7 REINFORCING STEEL SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER, 8 REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED, OR CUT, UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. 9 CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE ACI "MANUAL OF CONCRETE PRACTICE". 11 ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE 3/4" CHAMFER, UNLESS NOTED OTHERWISE. 12 CONTRACTOR SHALL VERIFY AND COORDINATE ALL MECHANICAL AND ELECTRICAL SLEEVES AND ALL UTILITY LOCATIONS PRIOR TO PLACEMENT OF CONCRETE. 13 PROVIDE CORNER BARS AND LAP CORNER BARS WITH MAIN REINFORCEMENT. 14 SLEEVES THROUGH FOOTINGS AND WALLS SHALL BE SCHEDULE 40 STEEL PIPE, INSTALLED BY THE CONTRACTOR WHO REQUIRES THEM. 18 CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OR SPECIFIED OTHERWISE: MIN. COVER CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ......... 3" #5 BARS AND SMALLER .......... . ... . ............ 1 1 /2" STRUCTURAL LUMBER & CARPENTRY NOTES 1 ALL STRESS GRADES AND STRESS CRITERIA SHALL BE BASED ON TABLE 4A FOUND IN THE NATIONAL DESIGN SPECIFICATIONS PREPARED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION — LATEST EDITION. 2 ALL FRAMING LUMBER TO BE DF. #2 U.N.O. 3 ALL MEMBERS 3x OR LESS (LEAST DIMENSIONS) SHALL BE LESS THAN 19% MOISTURE CONTENT, 4 PROVIDE SOLID BLOCKING OF SAME DEPTH AS THE MEMBER AT ALL POINTS OF BEARING. 5 SOLID BRIDGING AT MAXIMUM OF 8'-0" ON CENTER SHALL BE REQUIRED WHERE JOISTS HAVE A FIVE —TO —ONE (5:1) OR GREATER DEPTH —TO — THICKNESS RATIO AND WHERE ONE (1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. 6 ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-2. PRESSURE —TREATED LUMBER SHALL BEAR THE A.W.P.B. (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK. 7 ALL NAILING SHALL BE ACCORDING TO THE DRAWINGS AND U.B.C. TABLE 23-11—B-1 (U.N.O.) ALL NAILS SHALL CONFORM W/THE FOLLOWING DIMENSIONS: 8d: .131" DIA. x 2 1/2" 10d: .148" DIA, x 3" 16d: .162" DIA. x 3 1/2" 8 ALL PLYWOOD SHALL CONFORM WITH U.B.C. STANDARD 23-2 AND SHALL BEAR THE A.P.A. TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE. 9 PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. 10 LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN V-0", EXCEPT AT PLYWOOD FLOORS, WHERE MINIMUM DIMENSION SHALL BE 2'-0", UNLESS ALL EDGES ARE BLOCKED. 11 BLOCK ALL SHEARWALL SHEATHING WITH 2x4's BETWEEN STUDS, LAID FLAT AT ALL JOINTS. 12 WAFER BOARD OR ORIENTED STRAND BOARD (OSB) CONFORMING WITH U.B.C. STANDARD 23-4, GRADE 2—M—W, MANUFACTURED WITH EXTERIOR GLUE, MAY BE SUBSTITUTED FOR PLYWOOD, PROVIDED IT HAS EQUAL LOAD/SPAN RATING INDEX AND BEARS THE A.P.A. TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION, 13 PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD ASSOCIATION RECOMMENDATIONS. 14 CONTRACTOR SHALL PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS TO LIMIT MOVEMENT DUE TO EXPANSION CAUSED BY MOISTURE. 15 WHERE PRESSURE —TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL CONFORM WITH A.W.P.A. STANDARD C-9 AND SHALL BEAR THE A.W.P.B. (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK, 16 GLUE LAMINATED MEMBERS SHALL BE WESTERN SPECIES, CONFORMING WITH A.I.T.C. 117, AND SHALL BE MANUFACTURED AND FABRICATED IN ACCORDANCE WITH A.N.S.I./A.I.T.C. A190.1-1993 17 ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND SHALL BE FABRICATED WITH WATERPROOF GLUES, 18 ERECTION OF ALL GLUE LAMINATED MEMBERS SHALL CONFORM WITH A.I.T.C. SPECIFICATIONS. 19 PROVIDE STANDARD 2000 FOOT RADIUS CAMBER, UNLESS NOTED OTHERWISE. 20 GLUE LAMINATED MEMBERS SHALL BEAR THE A.P.A.—E.W.S. MARK OF AMERICAN WOOD SYSTEMS, OR INSPECTION BY AN INDEPENDENT TESTING LABORATORY WILL BE REQUIRED. 21 SHAPE THE TOP OF ALL GLUE LAMINATED MEMBERS TO THE SLOPE OF ROOF WHERE APPLICABLE. 22 GLUE LAMINATED BEAMS CANTILEVERING OR CONTINUOUS OVER ONE (1) OR MORE SUPPORTS SHALL HAVE EQUAL BENDING STRESS RATING IN THE TOP AND BOTTOM FACES, AND SHALL BE 24F—V8 GRADE. 23 ALL FLOOR PRE —FABRICATED JOISTS SHALL BE MANUFACTURED BY TRUS JOIST OR APPROVED EQUAL. 24 ALL JOISTS SHALL CONFORM WITH ALL APPLICABLE PROVISIONS OF THE UBC 25 PRE —FABRICATED JOISTS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360. 26 MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, BLOCKING, SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS REQUIRED TO PROVIDE A COMPLETE FLOOR STRUCTURAL SYSTEM. 27 DOUBLE ALL JOISTS UNDER MECHANICAL UNITS, UNLESS NOTED OTHERWISE. 28 PREENGINEERED ROOF TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE, EXCEPT AS NOTED OTHERWISE. 29 ALL PLATES TO FOUNDATION WALL SHALL BE ANCHORED WITH MINIMUM OF TWO BOLTS PER PLATES. 30 ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED EQUAL. FILL ALL NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER, UNLESS NOTED OTHERWISE. 31 PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD MEMBERS. 32 DOUBLE UP STUDS AT JAMBS OF OPENINGS LARGER THAN 4'-0" AT INTERIOR BEARING WALLS (U.N.O.). SEE PLAN FOR BEARING WALL LOCATIONS. 33 ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 34 NAILS SHALL BE PLACED IN PANELS NOT LESS THAN 3/8" IN FROM PANEL EDGE. 35 ALL PERIMETER HEADER LINTELS OR BEAMS NOT OTHERWISE SHOWN ON PLANS SHALL BE "INSUL—BEAMS" BY PREMIER BUILDING SYSTEMS, U.N.O. 36 PROVIDE 2x4 BLOCKING AROUND ALL OPENINGS IN ROOF. NAIL THE PANELS TO BLOCKING WITH 10d NAILS AT 4" O.C. 37 PROVIDE 2x8 BLOCKING AROUND ALL OPENINGS IN FLOORS. NAIL WITH 10d NAIL AT 4" O.C. AROUND THE OPENING. 38 PROVIDE SOLID BLOCKING UNDER ALL COLUMNS OR POST FROM TOP OF FOUNDATION TO BEAM BEARING. 39 TRUSS HANGERS AND CONNECTORS ARE SHOWN FOR SCHEMATICS ONLY. ACTUAL SIZE SHALL BE DESIGNED BY TRUSS MANUFACTURER. DESIGN LOADS: LIVE LOAD ROOF : 16 PSF DEAD LOAD ROOF: 27 PSF WIND LOAD 70 M.P.H. WIND SPEED EXPOSURE C SEISMIC ZONE 4 R = 5.5 1 = 1.0 SOIL PROFILE TYPE = Sd PROPRIETARY PRODUCT I.C.B.O. NUMBERS: 1 STRUCTURAL INSULATED PANELS: PFC-5002 ABBREVIATIONS & AND ® AT AB ANCHOR BOLT ARCH ARCHITECTURAL BLDG BUILDING BILK BLOCKING BM BEAM B.O. BOTTOM OF BOT BOTTOM CL CENTER LINE CJ CONSTRUCTION / CONTROL JOINT CLR CLEAR COL COLUMN CONN CONNECTION CONT CONTINUOUS CP COMPLETE PENETRATION CTR CENTER DET DETAIL DIA DIAMETER DF DOUGLAS FIR DWG DRAWING (E) EXISTING EA EACH EF EACH FACE ELEV ELEVATION ELECT ELECTRICAL EA WAY EACH WAY EXT EXTERIOR FDN FOUNDATION FIN FINISH FL FLOOR F.O. FACE OF FOC FACE OF CONCRETE FOS FACE OF STUD FS FAR SIDE FTG FOOTING GA GAUGE GALV GALVANIZED GL GLU-LAMINATED BEAM HD HOLD DOWN HORIZ HORIZONTAL HT HEIGHT INT INTERIOR JT JOINT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT LIGHT MB UNFINISHED MACHINE BOLTS MAX MAXIMUM MECH MECHANICAL MET METAL MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PL PLATE PW PLYWOOD PSL PARALLEL STRAND LUMBER PT POINT PTN PARTITION REF REFERENCE REINF REINFORCEMENT REO'D. REQUIRED SAD SEE ARCHITECTURAL DRAWING SCHED SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SIP STRUCTURAL INSULATED PANEL SPEC SPECIFICATIONS SO SQUARE STD STANDARD STL STEEL STRUCT. STRUCTURAL SYM SYMMETRUCAL T & B TOP AND BOTTOM T & G TONGE AND GROOVE T.O. TOP OF TOC TOP OF CONCRETE T.0.C.P. TOP OF CONCRETE PAVEMENT TOD TOP OF DECK TOF TOP OF FOOTING TOM TOP OF MASONRY TOS TOP OF STEEL TIP TOP OF PLATE TYP TYPICAL LINO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH W/O WITHOUT WF WIDE FLANGE WP WORK POINT WT WEIGHT M� L.6 wfl- o cn o coN 00 0 � �� 0 04� U) z 0 o 0 U) � w NCNQ .. �w w = / �ROFESSiGN 3. N6�O q� COC 6277 f� hl �F m w or - EX P. 6-30-06 ISSUE DATE: 4-15-03 REVISIONS d S3 L - - -_: -L - - �M_' - ---- - ---- - - ---- I �I II I I II II �1 II I II I� II � I I I t� II I I II i MSTI48 MSTI48 I CENTERED CENTERED OVER OVER JOINTS IN 2x I i I I FASCIA BOARD JOINTS IN 2x I I I FASCIA BOARD II 11 � II 4 8 II 4 S3 I' S3 S3 I PRE-ENGINEERED I I WOOD TRUSSES I ; @ 2'-0" O.C. -TYP I I 9 S3 I LU I I II 2 II I II II II II II I II �I I I II II I I II II own 161 VON, Peril I or, j �01= ROOF FRAMING NOTES 1) ALL PRE-ENGINEERED TRUSS SPACINGS SHALL BE 2'-0" o.c. EXCEPT AS SHOWN FASTEN EDGES FASTEN EDGES AT AT 4" OC THIS 4" OC THIS WALL OR NOTED OTHERWISE. WALL LINE 45'-O" LINE 2) ROOF TRUSS TYPES AND NUMBER SHOWN ARE SCHEMATIC ONLY. TRUSS MNFR 5�g" DIA. ANCHOR 1 STHD10 SHALL SUBMIT SHOP DRAWINGS &CALCULATIONS AND SUPPLY ALL ENGINEERING BOLTS AT 2'- 6" OC �S3 wl 4X 58DIA. ANCHOR AND CONNECTION DETAILS AT HIPS, GIRDER TRUSSES, CORNER FRAMING, TOP :�:�BOLTS AT 2'_ 6" OC CHORD BRACING WHERE REQ'D, ETC. ALL ENGINEERING DETAILS, DRAWINGS, & CALCULATIONS SHALL BE STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STHD10 I I STATE OF THE PROJECT. wl (2) 2x ' I I (2) TRIM STUDS (2) TRIM STUDS I 3) TRUSS MNFR SHALL ALERT THE STRUCTURAL ENGINEER PROMPTLY OF ANY REQ'D 1 EA. SIDE OF WINDOW EA. SIDE OF WINDOW I CHANGES IN FRAMING ORIENTATION SUPPORT LOCATION, GIRDER TRUSS I BELOW GIRDER BELOW GIRDER I ' I TRUSSES TRUSSES I LOCATIONS, OR GIRDER TRUSS THICKNESS THAT DIFFER FROM THOSE SHOWN ON THE PLANS AND DETAILS. I I I I 4) SEE ARCHITECTURAL DRAWINGS FOR ANY ATTIC LOCATIONS. TRUSS MNFR TO 1 I I DESIGN OPEN TRUSS SECTIONS IN THESE AREAS TO SUPPORT A CONCENTRATED S3 I LOAD OF 350 LBS AT ANY POINT ON THE TOP OR BOTTOM CHORD( NON -CONCURRENT I 1 WITH ROOF LIVE LOAD). I 1 I 1 5) NOT USED. I I I I 6) VERIFY SIZE & LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL I 4" CONCRETE SLAB WITH FIBRILLATED I I NYLON FIBER REINFORCEMENT PER I AND MECHANICAL DRAWINGS. I MANUFACTURER'S RECOMMENDATIONS I I I I I 7) ALL SOLID SAWN HEADERS SHOWN SHALL BE DF #2 OR BETTER UNLESS NOTED I I OTHERWISE. I 1 STHD10 w/ (2) 2x FOUNDATION NOTES 1) REQ'D NAIL DIM.'S:.131"x2.5" (8d), .148"x3" (10d), AND .162"x3.5" (16d). 2) OMIT WALL PANEL EDGE NAILING WHERE STRAPS WILL BE PLACED. 3) NOT USED 4) FOUNDATIONS SILL PLATES TO HAVE SMOOTH DRILLED HOLES USING A HIGH SPEED, SHARP BIT AND SLOW RATE OF FEED. MAXIMUM HOLE OVERSIZE: 1/16'.- ANCHOR BOLTS TO BE %" dia. at 4°-0" o.c. (U.N.O.) w/ 3/16 x2"x2" 0 PL WASHERS. MIN. (2) AB'S PER SEGMENT w/ 6" MIN. END DIST. 0 I SAWCUT tp 5) INTERIOR BEARING / SHEAR WALLS SHOWN HATCHED. 8) VERIFY ALL DOOR &WINDOW HEIGHTS &ELEVATIONS W! ARCHITECTURAL DRAWINGS, i CONTROL � UNLESS NOTED OTHERWISE THESE WALLS SHALL HAVE I JOINTS I 1 STUDS AT 16"o.c. 9) ROOF SHEATHING PANELS TO BE APPLIED IN A STAGGERED PATTERN WITH THE I I S3 6 ALL EXTERIOR WALLS TO BE 6 3 STRUCTURAL INSULATED LONG DIMENSION PERPENDICULAR TO THE SUPPORTS. I I ) �g" I I PANELS (BY PREMIER BUILDING SYSTEMS 10) MINIMUM SHEATHING DIMENSION SHALL BE 24" AT BOUNDARIES & CHANGES IN I ICBO REPORT # PFC-5002) w/ Sd COMMON AT 6" o.c. AT EDGES FRAMING UNLESS ALL EDGES ARE BLOCKED. I 1 j PANEL JOINTS TO BE SURFACE SPLINED, U.N.O. 11) EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE I 1 PERMANENTLY FIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 7) HOLDDOWNS TO BE TIED IN PLACE PRIOR TO FOUNDATION 2'-0" OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: I I INSPECTION. I 1 A) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. i 8) CONTRACTOR TO VERIFY ALL DIMENSIONS WITH B) THE DESIGN LOAD ARCHITECTURAL DRAWINGS AND IMMEDIATELY NOTIFY C) THE SPACING OF THE TRUSSES. I (2) TRIM STUDS (2) TRIM STUDS I ENGINEER AND ARCHICTECT BEFORE CONTINUING WITH I EA. SIDE OF WINDOW EA. SIDE OF WINDOW I CONSTRUCTION. I BELOW GIRDER BELOW GIRDER I 12) ROOF TRUSS LIVE LOAD DEFLECTION LIMIT: L / 360 I TRUSSES PBS „BIG 2 TRUSSES ® ROOF TRUSS TOTAL LOAD DEFLECTION LIMIT: L / 240 5 I BLUE" 3 I 1 1 1 1 11 II I I I I I II II-- S3 IIII 11 MSTI48 CENTERED OVER S3 JOINTS IN FASCIA BOARDD 4 S3 II II I � _ —_ _ _41 —__ __ — _ ___ _ _ _--_— II II II II 6 I i i S3 11 I I PANEL HEADER NAIL LUMBER ATJOINTS i t I I PRE-ENGINEERED S3 I I TO EA. OTHER w/ 10d @ I I WOOD TRUSSES I I @ 2'-0" O.C. -TYP SIM I I 6" OC I p PRE-ENGINEERED I I II II WOOD TRUSSES I I I @ 2'-0" O.C. -TYP II J— — —IL-- — — --- — — -- — — — —�I I I II 4 11 S3 t I 8 ', I II II S3 t ALL WINDOW & DOOR HEADERS TO BE "INSUL-BEAMS" BY PREMIER BUILDING SYSTEMS, U.N.O. I' II II �� II II I 4 MSTI48 CENTERED OVER S3 JOINTS IN 2x 10 FASCIA BOARD S3 ROOF FRAMING PLAN i�wmfima® 518" APA RATED (40/20) P.W. SHEATHING w/ 8d @ 6" o.c. (edges), 8d @ 12" o.c. (field) TYP. ALL ROOFS 8" CMU WALL x 4'-0" TALL 11 S3 CV M C4 SCREWS AT y 12_oc----------- - - - - -- j ----- I (s) 2 x s I I I I I I TIMBERSTRAND I I I( I LSL KING STUDS I I I I I I w/(1)2x6TRIM I I I I I I EA. SIDE I I ( CONCRETE SLAB WITH FIBRILLATED N I I I I I NYLON FIBER REINFORCEMENT PER I 3 I I I I MANUFACTURER'S RECOMMENDATIONS I I S3 I I I FASTEN EDGES AT 4" I STHD10 S3 I I I I I OC THIS WALL LINE I x I I I I I I II I r - -- - - Z(2) --- -- ------ ------- --- - -- ----------- - - -- -- - - -- - - -- III TIMBERSTRAND LL KING STUDS wf I L (1)2x6 %�DIA. ANCHOR S3 BOLTS AT 18" OC J II III 04 TRIM STUDS (2) TRIM STUDIII I S3 I I I 2 I I EA. SIDE OF WINDOW EA. SIDE OF WINDOW p I 1 I I I I I I I CV BELOW GIRDER BELOW GIRDER j I (1)2x6 I I I I �+ I I TRUSSES TRUSSES I I TIMBERSTRAND L-I I I S3 I I I LSL ING STUD I I I I I I �---I ---J '---- - - ----------- -- - - - - I I I 3 PBS "BIG I I BLUE" f 4" CONCRETE SLAB WITH FIBRILLATED � GJ"3 SCREWS AT Loa STHD10 I NYLON FIBER REINFORCEMENT PER 12" OC w/ 4x I MANUFACTURER'S RECOMMENDATIONS 10'-10" 1.5'-0" SAWCUT CONTROL JOINTS DIA. ANCHOR f BOLTS AT 2'- 6" OC CV I I I CIO i FASTEN EDGES AT 4" I ' I OC THIS WALL LINE I STHD10 I I w/ 4x I I FASTEN EDGES I I AT 4" OC THIS 1 I (2) TRIM STUDS (2) TRIM STUDS OW I O SI DE IDE F WINDOW WALL LINE I EA. SIDE OF WINDOW EI S3 I BELOW GIRDER BELOW GIRDER I I TRUSSES TRUSSES DIA. ANCHOR I I BOLTS AT 18" OC I I L-- -------------------------------- ---- --- --- ---1 STHD10 STHD10 23-8" w/ (2) 2X 1 w/ (2) 2X 39'-6" FOUNDATION PLAN S3 1 :S:3 -STHD10 w/ 4x CD 0 LU L.L. o J (o N _I CN ONp (? o 4 C) o- o Ln cV U Z c+ i c ) 0 0LO LO LLI W X NDO ZQ W O LL CM *m D_ SCALE: 1 /8" = 1'-0" ISSUE DATE: 4-15-03 REVISIONS 5-31-03 Responses to City Plan Review S2 0 6 3/8" S.I.P. w u o p 00 N U) r CO N J $" CMU ° co HOLDDOWN PER PLAN �" DIA. A.B.'S at 4'-0" o.c. U.N.O. PER PLAN W/ 3i6 X 2" X 2" PL WASHERS P.T. 2x U o N cn Z r'� o Lo� 8d ® 6" o.c. TYP. 8d @ 6" o.c. BOTH SIDES #4 ®32 O.C. #3 x 3'-6" @ 24" O.C. ! N w z 5/8" DIA. A.B. w/ 3/16" x 2" x 2" PL WASHERS 3„ SIMPSON H1 EA. TRUSS N w O '� IE 5/8" P.T. P.W. SPACE PER PLAN (4'-" MAX ) 4 TOP & BOT 4t m a- 8d ® 6" O.C. GLUED TO 2x 2" SAND 2" SAND 2" SAND A35 ® 4'-0" O.C. a a 12' 4 4 8d®6 0C 4 i�g- <010 MIL. VISQUEEN �� ° :,�<� -;` � `� a �2 �, — 10 MIL. VISQUEEN � �10 MIL. VISQUEEN1'PRE-ENG. TRUSS LLJ o °°3° CL wa8d ®6" O.C. � oz� o �� aa° 1 EA. SIDE U.N,O. r�� vn � #4 c� o o STRAP PER PER S.W. SCHED, �, � ¢ W COMPACTED STRUCTURAL FILL COMPACTED STRUCTURAL FILL J v' CL PLAN ACROSS — 'Q 2 o o 1'-p" o g COMPACTED STRUCTURAL FILL JOINT SEE ARCH. _ S.LP. WALL fF- J 7�1LO-4" .(2) #4 TOP & BOT- LAP SPLICE ' CL. (2)#4 TOP & BOT- LAP SPLICE W 2' HOOK AT CORNERS 1 3'-0" AS REQ'D, USE 2 -9 AS REQ D, USE (1'-0" AT WALLS 2' HOOK AT CORNERS 1'-3" PARALLEL TO GIRDER TRUSSES) U 1 2 3 4 S3 S3 S3 S3 8d @ 4" O.C.--\ 8d ®4" O.C. �6 3/8" S.I.P. 8d ® 6" O.C. L C 1/2" P.W. (BLOCKED) W/ A35 AT 2'-0" O.3x6 BLKG. SEE 1 / S3 Sd A EDGES FOR CALLOUTS IN COMMON A35 ® 12" O.C. 8d ® 4" O.C. A34 H1 AT EA. TRUSS �a a a a ° o � 2x4 03'-0" OC 8d ® 4" OC NAILED TO GWB as CEILING 0 W/ 6d 41 COOLERS @ 4" OC a• � • " CLR. ■ c: S3 S3 S3 S3 A35 TO 2x4 BLOCKING AT 24" OC 8d ®4" 0. C. A35 SIMPSON H1 EA. TRUSS 8d 0 4" O.C. 2x4 OUTRIGGERS @ 24" OC 8d 6" O.C. L 'NA Yk A35 @ 4'-0" O.C.—, CS20 x 20' INSIDE &OUTSIDE u w/ #6 SCREWS EVERY 4TH HOLE INVERTED \-Hl EA. OUTRIGGER PRE-ENG. TRUSS LU 24 8d 0 6" O.C. �. 8d ®6 O.C. EA. SIDEpEESS/ SEE ARCH. 2 L.7 en LOW ROOF 8d ®4" oc Ixp. 6/30 oft AT SIM ONLY 2" - 2 Y" Y 8d ®4" OC-8" PBS "BIG BLUE" SCREWS @ 8" OC _-- - 3 x s� SCALE: NONE 2" LUE SIP JOINTS WHERE SHOWN B"-�� I �• ' SIP JOINTS WHERE SHOWN SCREWS � 8 OC �MSTI48 AT ANY JOINT 1 =. ISSUE DATE: 4-15-03 3 x 6 REVISIONS F d 0 9 10 11 12 S3 S3 S3 S3 PREMIER SCREWS @ 24" O.C. TYPICAL or PER ENGINEERING 8d NAILS @ 6" O.0 or EQUIVALENT EACH SIDE. CONTINUOUS PREMIER MASTIC: TYPICAL. EACH SIDE: CONTINUOUS PREMIER MASTIC TYPICAL EACH SIDE FACTORY INSTALLED ELECTRICAL CHASE CORNER CONNECTION 0 } w c0 N ti J c0 W PREMIER INSTALL = p N T- PBS FLOOR, PREMIER SPLINES MASTIC HORIZONTAL U � , WALL, OR ROOF PANEL TYPICAL EACH WINDOW WRAP � o LO U) SIDE and TOP FIRST cn w w x CONTINUOUS N > z a Ow TOP PL LOCATE JOINTS AT MID —PT OF KING STUD 8d NAILS "�' � � �, �� NQ CO �' w z a OPENINGS & NAIL EA. SIDE OF JOINT AS REQ'D @ 6" O.C. TO EA. LVL w/ 16d @ 5" OC BY ENGINEER 7\ or EQUIV. EACH SIDE PREMIER MASTIC TYPICAL EACH SIDE FASTEN SPLINES WITH #6x1 Y4 TYPE S OR W DRYWALL SCREWS @ 6" O.C. UNO PER SHOP DRAWINGS OR STRUCTURAL PLANS RECOMMENDED 1 /8" EXPANSION GAP NOTE: VAPOR RETARDER RECOMMENDED ON WARM SIDE OF PANEL IN CLIMATES WHERE RETARDERS ARE CALLED OUT BY LOCAL CODE. TYPICAL PANEL JOINT INSUL—BEAMTMHEAC VNDOW WRAP _ PANEL NSUL-BEAM HEADER z w 0 V/ (2) ( 3 (4 S4 �S4)VS4 � S4 PREMIER MASTIC TYPICAL EACH SIDE and TOP PREMIER WALL PANEL UP TO 24' LENGTHS FACTORY INSTALLED ELECTRICAL CHASE STANDARD HEIGHTS 'E 16" and FROM BOTTOM PANEL HELPFUL HINT: SLIGHTLY CHAMFER TOP OF BOTTOM PLATE TYPICAL PANEL EDGE STUDS NOT REQ'D (EXCEPT AS NOTED PER PLAN) AT LSTHD8, STHD8, & STHD10 IF #8 SHEET METAL SCREWS ARE USED AT HOLDOWN. METAL STRAP PER PLAN 5/8" P.T. PLYWOOD 5 -� (6 S4 S4 C In I . .. .. PBS WALL PANEL SILL SEALER ° D J C FOUND. WALL ° OR SLAB v C N OTE: ° ° D METAL STRAP MAY BE ATTACHED OVER OUTSIDE D D OF PBS PANEL. USE FASTENERS THAT WILL NOT —� AFFECT FINISHING OF THE WALL. FIELD INSTALL PANEL TOP and BOTTOM WINDOW WRAP 8d NAILS @ 6" 0. C. or EQUIV. EACH SIDE PREMIER WALL PANEL INSTF kA SECOND TYPICAL PANEL OPENING U r4llc— JN1-1 6277P a m w m EXP. 6-30-06 sTgTF OF l A�\F��\P SCALE: NONE ISSUE DATE: 4-15-03 REVISIONS 0 ml York Equipment Schedule ZONE 1 ZONE 2 ZONE 3 ZONE 4 FURNANCE P4HUB 16L06401 P4HUB 16L06401 P4HUB 16L06401 P4HUB 16L06401 BTU OUTPUT 64,000 64,000 64,000 64,000 A.F.U.E COOLING COIL ONDENSIIVG UNIT 80% MA048S21 9C048X1221A 80% GF1A048S21 AC048X1221A 80% GF1A048S21 AC048XI221A 800/0 GFIA048S21 AC048XI221A OND. M.C.A11 PH 50 50 50 50 EER THERMOSTAT 12 HONEYWELL T8624D 12 HONEYWELL T8624D 12 HONEYWELL T8624D 12 HONEYWELL T8624D NOTES: 1) All HVAC equipment shall be approved prior to installation by nationally recognized standards and evidenced by the listing and label of an approved agency 2) Appliances designed to be fixed in position shall be securely fastened in place 3) When more than one HVAC unit is installed in a building, each unit shall be permanently labeled to Indicate the area or space served by the unit 4) Combustion area intake `openings shall be covered with corrosion -resistant screen of 1/4-inch mesh I I I #2 I� 9` S✓ �8 #2ROT / O O O O l I qtl 2 IO Wtir8 W I I W \ 'iV l I __. 71 I -- ---- -- CUBICLE R(A I�_. I� II I II II ill i `� I l -— -- — THREEFLOUR.LIGHT `1 t II bj f i ,...,._„„..r.,. .. ...............�... _........_ l ELEC TI 11CAL RASE -- . V �, y— -- EL CTRICAL EL. CHASE UBICLES � -- -- I I — --- ' 1 121t r' .......,._ DEL. -- -- h-f- W old LL w I I / O U. w w I ... THREE F� F i r I I = I— = r— M 91 `t f EI I ELECTRICAL & TEL. CHASE I I I I I I EL & CTRICAL EL CHASE II I I j I I to CUBICLES (� a— I .` THREE F�LOU�.LIGHT, _j — - - - _ a LL I = r THREE F11 QUR.LIGHT w ~ — — -- — — -- -- l—� -- --- — --- — �A aoIt gt> It ij r o Q II o I ;Q I II — 0 ILL II - W W r I� I W X II II W I I W W II II W W = #1 --- 1tl 7p� #1 F P1 I I DRAFTING PLANNING A Division of Craig L. McAllester Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7408 EMAIL: craigmcaIlesteroa earthlink. net * In God We Trust * y— U O ®� REVISION DATE DESCRIPTION PROJECT: DATE: TITLE: MECHANICAL SCALE: 1 /8" = 1 "-0" �I Xref R \0307—Ken West C&G Construction\02091NFO.dwg n�rr i.rs r WASTE IS, CaAS ISO 1TV7C-0.,aw 5-6 a,,' Ino y6 ti A. �jj �' (2 1 �I I �h r AI'� KP- QUALITY COMMERCIALt& RESIDENTIAL PLUMBING Water supply piping 'to be type "L" Hard copper overhead. Gas piping to be sc 40 black iron pipe with screwed ftgs. Waste and vent to be sc 40 ABS plastic pipe with solvent weld ftgs. Floor drains to be provided with trap primers. Water heater to have a Temperature and pressure relief valve Fixture specs. Water closet Kohler K-3427 White Lavy Kohler K-2196-4 " Lavy Fct. Kohler K-8201 Chrome Water Heater Bradford White M-4-50SEN 50 Gal. Water Heater T&P to terminate to outside of building not more than 2 ft. nor less than 6 in. above the ground and point downward with the end unobstructed. Drinking fountain Elkay EBFATL8G Hi-Low!al�� iz- V DRAFTING PLANNING A Division of Craig L. McAllen- Inc. 6950 W. LAUREL LANE PEORIA, ARIZONA 85345 PHONE: (623) 878-9640 FAX: (623) 878-7.408 EMAIL: craigmcallester@earthlink.net * In God We Trus� REVISION DATE D - SCRIPTION PROJECT: DATE: TITLE: PLUMBING SCALE: 118" = V-13" H5,7 FUTURE SPACE MEN H1,3 -111 1 1r108 �407 1 FIRE ALARM PANEL. CONNECT TO POST INDICATOR VALVE AND FLOW SWITCH. d SYMBOL LIST If DUPLEX RECEPTACLE ON CIRCUIT #5 (MOUNT AT 15" MINIMUM UNO) DOUBLE DUPLEX RECEPTACLE GFI PROTECTED RECEPTACLE a,b SWITCH BANK: a & b INDICATE LOADS SWITCHED, SP, 3W, 4W AS REQUIRED (MOUNT AT 36" AFF) OCUPANCY SENSOR M MOTOR RATED A INDICATES TYPE OF FIXTURE, QUANTITY AND WATTAGE OF 1/15A 8 LAMPS, AND QUANTITY OF FIXTURES IN AREA WALL MOUNTED FIXTURE OUTLET O JUNCTION BOX, SIZE_ PER CODE FOR NUMBER OF WIRES T TELEPHONE OUTLET STUB 3/4" ABOVE ACCESSIBLE CEILING INSTALL 1 GANG PLASTER RING, PRE -WIRE BY OTHERS Y COMPUTER OUTLET STUB 3/4" ABOVE ACCESSIBLE CEILING INSTALL 1 GANG PLASTER RING, PRE -WIRE BY OTHERS 10 NUMBER OF CONDUCTORS IN CODE SIZE CONDUIT, #12 AWG UNLESS NOTED OTHERWISE ®-.I 30 FUSED DISCONNECT, FUSE SIZE AS NOTED VERIFY FUSE SIZE 'WITH MECHANICAL CONTRACTOR AB FIRE ALARM, AUDIBLE ALARM BELL OS FIRE ALARM SENSING DEVICE: S=SMOKE DETECTOR 120V W/ BATTERY BACKUP PANEL A MAINS LUGS BUS, 225 ONLY AMPS, 120/240 VOLTS, SINGLE PHASE, PANEL A 3 WIRE LOCATION, MOUNTING, KITCHEN FLUSH LOCATION LOAD(WATTS) A B LTS REC MIS BRKR CRKT CRKT BRKR MIS REC LOAD(WATTS) LTS A B LOCATION LIGHTS LIGHTS KITCHEN KITCHEN OFFICE 5 OFFICE 4 BULLPEN BULLPEN RECEPTION OFFICE 8 A/C-1 x F/C-1 ATTIC 1276 1044 800 800 900 900 720 720 900 900 3360 3360 800 280 11 9 2 2 5 5 4 4 5 5 1 1 1 1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 40/2 m 20/1 20/1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 40/2 M 20/1 20/1 1 1 3 1 5 5 4 4 3 3 1 1 1 700 540 900 720 540 3360 800 1 650 800 900 720 540 3360 280 DISHWASHER DISPOSAL KITCHEN APPLIANCE OFFICE 2 OFFICE 3 BULLPEN OFFICE 1 OFFICE 7 OFFICE 8 A/C-2 w F/C-2 ATTIC LOAD PHASE A...... 16316 LOAD PHASE B...... 15254 TOTAL CONNECTED - LOAD..., 11570 TOTAL NON -CONTINUOUS LOAD., 14210 X 1.00 = TOTAL CONTINUOUS LOAD...... 17360 X 1.25 = TOTAL LOAD.,. ,.... = NOTE, 14210 -21700 35910 = 150 AMPS AT 120/240 VOLTS, SINGLE PHASE, 3 WIRE ABOVE CEILING_ FOF / (-25 ' 17rA26,2F8 —I IT J 016 OFFICE 1 2 R CEF TION 1 11. L J F C A25,27 J 14 1 ABOVE CEIUNG 161 L____j BULLPEN 16, 1 14 - 1 OFFICE 2 1 Al4,16 I ELECTRICAL I CHASE(TYP) LV 13; Al 7,1 17 OFFICE 8 OFFICE 7 Al 8,20 STORAGE A5,7 EL A 9 A9,11 A6,8 w e 6KITCHEN „I A2,4 Al WIRING IN EXISTING BUILDING SHALL BE ALL NEW AND INSTALLED AS INDICATED. 1 oM 10 12 PANEL C MAINS 200 BUS, 200 AMP BREAKER AMPS, 120/240 VOLTS, SINGLE PHASE, PANEL C 3 WIRE LOCATIONS MOUNTINGS BLDG C SURFACE LOCATION LOAD(WATTS) A B LTS REC MIS BRKR CRKT CRKT BRKR MIS REC LOAD(WATTS) LTS A B LOCATION LIGHTS LIGHTS OFFICE 12 HW HEATER OFFICE 9 HW HEATER OFFICE 9 HW HEATER A/C-4 1054 19 1 1336 21 1 720 4 800 1 900 5 800 1 900 5 800 1 3360 1 3360 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 40/2 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 20/1 20/1 20/1 20/1 20/1 20/1 40/2 1 20/1 4 3 5 5 5 5 1 1 720 540 900 900 900 900 3360 3360 15 952 OFFICE OFFICE SUPPLY SECTY OFFICE OFFICE A/C-3 � LIGHTS 12 12 9 10 LOAD PHASE A...... 13766 LOAD PHASE B...... 12796 TOTAL CONNECTED LOAD.... 26562 TOTAL NON -CONTINUOUS LOAD„ 9780 X 1.00 = TOTAL CONTINUOUS LOAD....., 16782 X 1.25 = NOTE TOTAL LOAD......... = 9780 20978 30758 = 128 AMPS AT 120/240 VOLTS, SINGLE PHASE, 3 WIRE BARE COPPER WIRE SIZED PER NEC 250-94 AND LONG ENOUGH TO REACH THE NEUTRAL LUG OF THE ELECTRICAL SERVICE PANEL WITHOUT SPLICING. CONCRETE FOOTING a d. a L_ a° a 2" MIN I--- 20'-0" MINIMUM-1 CONCRETE ENCASED ELECTRODE l�l 200AMP, 120/240 VOLT SINGLE PHASE COMBINATION METER/MAIN/DISTRIBUTION ON ROOF ON ROOt 08 #8 1 OFFICE 9 - / / WP-GFI tN ROOF FOR A/C I /C14,16 / 17,19, 45 45 2� "- L_J L_JI C2,4 C10,12 9 SUPPLY C9,11 s C5,7 OFFICE 10 c13,15 OFFICE 12 *96 I RECORDS I , I SUPPLY I 8 OFFICE 11 10 mi 13 SECRETARIAL PANEL MS UGPS DISTRIBUTION NEMA 3R 400 AMPS, 120/240 VOLTS, 1 0, 3 W LANDING LUGS (M } M M PER IID ---► 42KAMPS AVAIL 60 A 200 A 200 A BREAKERS SHALL BE SERIES 2 P 2 P 2 P RATED TO LIMIT FAULT CURRENT AT BRANCH CIRCUITS TO 10000AMPS EQUIPMENT ENCLOSURE(S) SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN GRND BUS APPLIED WITH A SERIES COMBINATION RATING PER NEC 110-22 (1) 4" CO TO IID TRANSFORMER00 0 'w Mco O #1/0 COPPER LL GROUND TO UFFER GROUND AND CW v v PIPING SYSTEM PER NEC 250-81. (SEE DETAIL THIS SHEET) PANEL PANEL H A STUB (1) 2" CONDUIT TO FUTURE SPACE FEEDER SIZES BASED ON COPPER CONDUCTORS BOND GROUNDING ELECTRODES TO METAL GAS AND WATER PIPING PER CEC Rp250-104, Ai METER/UGPS DISTRIBUTION 120/240, SINGLE PHASE 200 AMP BUS, 22,000 AIC M 200 A 2 POLE DISTRIBUTION �1 (40 CIRCUITS) INSTALL 1 4' CO TO UTILITY PULL BOX — 1 #4 TO COLD WATER PIPE & PANEL C LIFER GROUND, RUN MIN. OF 20' OF #2 CU IN BOTTOM 3' OF FOOTING. Ems, E 10296 . l � OFCAV REVISION NO. 1 REVISION DATE: 05/22/03 LAST PLOT DATE: 05/22/03 M O cu Q CU O Z O ckc V W w 0 O Y N U W x or_ U Q a. z a 0) c W W c: N M ■ �, ■C w c w u W •� r< co cu 0 V ♦�/� ■.� V ♦ V V� 4_0 c c: cc W O. im cu U r_ coca L0 N ■ s V cr) ®co p0 Ca U na co V rC� 4_0 � � M � 00 cu J J Z C) � U Z J W J U w � W U) SCALE: 1/8"=1 $-0" DRAWN BY: JAB DATE: I PROJECT NUMBER: 0310 CAD FILE NUMBER: 0310PWR SHEET NUMBER Em 1 OF 3 SHEETS SPECIFICATIONS 1.1 SCOPE OF WORK FURNISH MATERIALS AND LABOR REQUIRED TO COMPLETE THE ELECTRICAL PORTION OF THE WORK AS INDICATED ON THE DRAWINGS AS NECESSARY TO COMPLETE THE CONTRACT. 1.2 SUBMITTALS WITHIN 15 DAYS OF AWARD OF CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, FOR REVIEW, 6 COPIES OF SHOP DRAWINGS FOR ALL PANELS AND LIGHTING FIXTURES. 1.3 RECORD DRAWINGS UPON COMPLETION OF THE PROJECT, AND PRIOR TO RELEASE OF THE FINAL PAYMENT, THE CONTRACTOR SHALT_ SUBMIT REPRODUCIBLE "AS —GILT" DRAWINGS SHOWING ALL CHANGES TO THE ORIGINAL DESIGN. 1.4 MATERIAL ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW AND SHALL BE UL APPROVED UNLESS NOTED OTHERWISE BY THE ARCHITECT. 1.5 MECHANICAL EQUIPMENT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK WITH THE MECHANICAL DRAWINGS TO ASCERTAIN THE EXTENT OF HIS WORK RELATING TO THE FURNISHED EQUIPMENT TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 2.1 ELECTRICAL METALLIC TUBING ALL CONDUIT ABOVE GROUND SHALL BE GALVANIZED ELECTRICAL METALLIC TUBING UNLESS NOTED OTHERWISE IN THESE SPECIFICATIONS OR ON THE DRAWINGS. FITTINGS SHALL BE CCMPRESSION TYPE AND CONNECTORS SHALL BE THE INSULATED THROAT TYPE. 2.2 FLEXIBLE METALLIC CONDUIT FLEXIBLE METALLIC CONDUIT SHALL BE STANDARD OR INTERMEDIATE WEIGHT, HOT DIPPED GALVANIZED AND SHALL ONLY BE USED WHERE REQUIRED FOR CONNECTION TO EQUIPMENT AND WHERE REQUIRED DUE TO STRUCTURAL CONDITIONS. 2.4 PVC CONDUIT UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS NOTED OR SPECIFIED OTHERWISE. ALL EXTENSIONS OF PVC THROUGH THE SLAB SHALL BE EMT OR GRS CONDUIT. 2.6 SEALTITE FLEX PLASTIC JACKETED FLEXIBLE METALLIC CONDUIT SHALL BE USED TO CONNECT EQUIPMENT SUBJECT TO MOVEMENT IN ALL AREAS SUBJECT TO MOISTURE OR RAIN. 2.7 EQUIPMENT GROUNDING INSTALL_ GROUND WIRE IN ALL LINE VOLTAGE RACEWAYS SIZED PER NEC SECTION 250. 3.1 CONDUCTORS ALL CONDUCTORS SHALL BE COPPER, THHN/THWN FOR BRANCH WIRING AND TYPE THW OR XHHW FOR FEE-DERS. ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGER, AND ONLY TO FEED MAIN OR SUB —PANELS. (PER LQMC pp250-104) ALL CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS. 3.2 COLOR CODING ALL WIRE SHALL BE COLOR CODED ACCORDING TO ACCEPTABLE TRADE PRACTICE EITHER 9Y COLORED INSULATION OR WITH COLOR CODING TAPE. 3.3 WIRE SIZE MINIMUM WIRE SIZE SHALL BE #12 AWG EXCEPT FOR CONTROL WIRING. 3.4 INSTALLATION WIRE IN PANEL CABINETS, PULL BOXES AND WIRING GUTTERS SHALL BE NEATLY GROUPED AND BUNDLED WITH TY—RAP CABLE STRAPS. 4.1 BOXES OUTLET BOXES SHALL BE PRESSED STEEL GALVANIZED KNOCKOUT TYPE. ALL BOXES SHALL BE THE PROPER CODE SIZE FOR THE NUMBER OF CONDUCTORS PASSING THROUGH OR TERMINATING WITHIN THE BOX, BUT IN NO CASE LESS THAN 4 INCH SQUARE. 4.2 COVERS PLASTER RINGS SHALL BE SUITABLE FOR THE FIXTURES OR DEVICES INSTALLED AND SHALL FINISH FLUSH WITH DRYWALL OR OTHER FINISHED SURFACE. 5.1 RECEPTACLES RECEPTACLES SHALL BE IVORY, 125 VOLT 15 AND 20 AMP, LEVITON 5242 AND 5342 OR EQUAL. 5.2 SWITCHES SWITCHES SHALL BE IVORY, TOTALLY ENCLOSED, 20 AMPERE RATING, LEVITON 53521 SERIES OR EQUAL. 5.3 WALL PLATES WALL PLATES SHALL BE P & S 430 STAINLESS STEEL OR EQUAL. 6.1 PANELBOARDS PANELBOARDS SHALL BE GRAY ENAMEL, SURFACE OR FLUSH MOUNTED AS INDICATED ON THE DRAWINGS, AND SHALL BE FURNISHED WITH FLUSH KEYED LOCKS, INDEX CARD HOLDERS AND ENGRAVED NAMEPLATES, SQUARE—D TYPE NQOD OR EQUAL. 6.2 CIRCUIT BREAKERS PANELBOARD CIRCUIT BREAKERS SHALL BE SQUARE—D TYPE QOB OR EQUAL. 7.1 DISCONNECT SWITCHES DISCONNECT SWITCHES SHALL 250 VOLT AC, HORSEPOWER RATED AS REQUIRED, NEMA TYPE HD. DISCONNECT SWITCHES SHALL BE COMPLETE WITH PAD LOCKABLE DOORS AND DOOR INTERLOCK TO PREVENT OPENING IN THE "ON" POSITION. 7.2 FUSES FUSES SHALL BE NEMA CLASS K-5, DUAL ELEMENT, TIME DELAY, CURRENT —LIMITING TYPE. 8.1 FIXTURES ALL LIGHTING FIXTURES WILL BE FURNISHED COMPLETE WITH ALL PARTS WHICH ARE REQUIRED FOR THE PHYSICAL CONDITIONS ENCOUNTERED. ALTERNATE FIXTURES WILL NOT BE ACCEPTED UNLESS APPROVED BY THE ARCHITECT. 8.2 LAMPS ALL FIXTURES WILL BE FURNISHED COMPLETE WITH LAMPS AS SPECIFIED. 9.0 FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT DRAWINGS TO FIRE MARSHALL HAVING JURISDICTION AND SHALL FURNISH COMPLETE FIRE ALARM SYSTEM TO MEET LOCAL NFPA REQUIREMENTS. 1 STUB —OUT (1) 3/4" CONDUIT TWO PLACES FOR FUTURE LIGHTING 5 _ . 3a,b 1c,d I Eod 3o,b 1c,d OULLPEN OFFICE 2 _ I -5 OFFICE 7 1 e �` §19 Ii .,......,....n,.. �..�,.w..._..,.... .. ,M. 1 c,d BUILDING 1 1c,d STORAGE 3a,b Al PANEL A EI d, J 9 KITCHEN 3a,b 30,b a,bl, i 1 c,d 3a,b OFFICE 3 OFFICE 4� OFFICE 5 P — -- SINGLE POLE TIME CLOCK TO EXTERIOR LIGHTING LOADS PROVIDE FOUR T—BAR CLIPS ATTACHED TO FIXTURES TO TIE FIXTURE TO T—BAR CEILING CHANNEL SUPPORT PROVIDE TWO TEN GAUGE STEEL SUPPORT WIRES ON DIAGONAL CORNERS OR FOUR TWELVE GAUGE AT FOUR CORNERS TIED TO BUILDING STRUCTURE INDEPENDENT OF CEILING SUPPORTS RFrFl:�':�Fn FIYTIIRF 1:�IIPPr)PT MAIN+ LUGS BUST 125 ONLY AMPS, 120/240 VOLTS, SINGLE PHASE, PANEL H 3 WIRE LOCATIONi MOUNTING, , SURFACE LOCATION LOAD(WATTS) A B LTS REC MIS BRKR CRKT CRKT BRKR MIS LOAD(WATTS) REC LTS A B LOCATION BATH ROOMS DRINK FOUNT WP PLUG ELECTRIC RM 360 2 700 1 180 1 238 1 1 20/1 20/1 20/1 20/1 1 3 5 7 9 11 13 15 2 4 6 8 10 12 14 16 20/1 20/1 20/1 20/1 1 2 1 400 200 7 652 5 165 HW PUMP FAP BATH RM LITES EXTERIOR LOAD PHASE A...... 1592 LOAD ,HASE B,,.... 1303 TOTAL CONNECTED LOAD—, 2895 TOTAL NON —CONTINUOUS LOAD., 1640 X 1.00 = TOTAL CONTINUOUS LOAD...... 1255 X 1.25 = TOTAL LOAD......... = NOTE, LOCK ON DEVICE ON CRKT 4 1640 1569 3209 = 13 AMPS AT 120/240 VOLTS, SINGLE PHASE, 3 WIRE e' "s REVISION NO. 1 REVISION DATE: 05/22/03 LAST PLOT DATE: 05/22/03 SCALE: 1/811=1'-0" DRAWN BY: JAB DATE: PROJECT NUMBER: 0310 CAD FILE NUMBER: 03 10LTG SHEET NUMBER E�2 OF 3 SHEETS CERTIFICATE OF COMPLIANCE Part 1 of 3 LTG-1 PROJECT NAME LA QUINTA GRILL OFFICE PARK/ OFFICES DATE O4-05-2003 PROJECT ADDRESS 78-030 BARCELONA, LA QUINTA, CA PRINCIPAL DESIGNER —LIGHTING BENTSEN / HUI ENGINEERING TELEPHONE 760-324-7357 Building PermR Checked EMoroement ey Use DOCUMENTATION AUTHOR BENTSEN / HUI ENGINEERING E 760-324-7357 GENERAL INFORMA71ON DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 5, 391 SQ FT CLIMATE ZONE 15 BUILDING TYPE ❑X NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION El NEW CONSTRUCTION ADDITION 11 ALTERATION UNCONDITIONED (File Affidavit) METHOD OF LIGHTING COMPLIANCE ❑X COMPLETE BUILDING ❑AREA CATEGORY TAILORED PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentoti6l Tip accurate and cghlplete (DOCUMENTATION AUTHOR (SIGNATURE �r--� (DATE -2003 J. A, BENTSEN The principal Lighting Designer hereby certifies that the propuiiding design represented in this set of construction documents is consistent with the other compliance forms a orkshests, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146 and 149 of Title 24, Part 6. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that 1 am licensed In the State of California as a civil engineer or electrical engineer or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt persuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (--\ J1 PRINCIPAL LIGHTING DESIGNER - NAME JACK BENTSEN SIGNATURE DATE 04-05-2003 E10296 LIGHTING MANDATORY MEASURES Indicate location on plane of Note Block for Mandatory Measures C--/ ATTACHED For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG-1; Required on plans for all submittals. Part 2 and 3 may be incorporated in schedules on plans. LTG-2; Required for all submittals. LTG-3; Optional. Use only if lighting control credits are taken. LTG-4; Optional. Part 2 and 3 and LTG-5 are optional if Tailored Method is used. onresidential Compliance Form January 2001 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 PROJECT NAME LA QUINTA GRILL OFFICE PARK/ OFFICES DATE O4-05-2003 INSTALLED LIGHTING SCHEDULE LAMPS BALLASTS Luminaire Lam + Ballast TOTAL Code DESCRIPTION DESCRIPTION EWatte DESCRIPE Watt WATTS A FLUORESCENT F32T8 4 32 E 2 20 116 2,320 B FLUORESCENT F32T8 2 32 E 1 15 58 870 C FLUORESCENT F32T8 2 32 E 1 8 58 464 D FLUORESCENT PLC26 2 26 E 2 30 64 11920 G FLUORESCENT CF013W/GX23 2 13 E 1 1 33 33 K INCANDESCENT 100W/A19 1 100 N/A N/A 3 100 300 Ughting Schedule a Plane Shows SUBTOTAL FROM THIS PAGE 5, 907 Exterior Lighting Meets Xj Efficacy and Control Requirement of pp 130(c) SUBTOTAL FROM CONTiNUATION PAGE 0 X❑ Contro, ..Aulrements of pp 131(f) PORTABLE LIGHTING (From LTG-1 Part 3 of 3) 442 LESS CONTROL CREDIT WATTS (From LTG-3) ADJusTED ACTUAL wATTS 6,349 MANDATORY AUTOMATIC CONTROLS CONTROL LOCATING (Room /) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Exterior, ate.) SPACE CONTROLLED NOTE TO FIELDCONTROLS FOR CREDIT CONTROL LOCATION (Room / or Dwq. III) CONTROL IDENTIFICATION CONTROL TYPE (Occupant. Dayiklht, Dimming. etc.) LUMINAIRES CONTROLLED NOTE TO FIELDNOTES TYPE 11< OF LUMIN. TO FIELD -For Building Department Use Only Enter on LTG-1 and 2: Portable Lighting Nonresidential Compliance Form January 2009 PORTABLE LIGHTING WORKSHEET (Pa 3 of 3) LTG-1 PROJECT NAME DATE LA QUINTA GRILL OFFICE PARK/ OFFICES 04-05-2003 TABLE IA -PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET A g B C D OR ZONE�ID DEFAULT Ark TOTAL O (BXC)� BULLPEN 0.2 634 127 OFFICE 9 0.2 288 57 OFFICE 10 0.2 265 53 SECTY 0.2 533 107 OFFICE 12 0.2 491 98 0.2 2211 442 TOTAL WATTS TABLE 1 B-PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET TABLE 1 B-PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET A B C D E E G ROOM tf OR ZONE ID PORTABLE UGMING DESCRIPTION(S) PER TASK AREA LUMINAIRES) WATTS PER TASK AREA � TASK AREA (SF) NUMBER OF TASK AREAS TOTAL AREA (DX�E) TOTAL (CXE) TOTAL TABLE IC -PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM � OR ZONE ID �� AREA Designer needs to provide detailed documentation that the lighting (g� level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. - PORTABLE LIGHTING TOTAL BUILDING SUMMARY BUILDING SUMMARY TOTAL AREA (SF) (FROM TABLES 1A+18+1C) TOTAL WATTS (FROM TABLES 1A+18) BUILDING TOTAL. 2211 442 LIGHTING COMPLIANCE SUMMARY LTG-2 PROJECT NAME LA QUINTA GRILL OFFICE PARK/ OFFICES DATE 04-OS-2003 ACTUAL LIGHTING POWER LUMINAIRE NAME DESCRIPTION NUMBER OF LUMINAIRES WATTS PER LUMINAIRE (including Ballast) CEC DEFAULT Y N TOTAL WATTS TYPE A FLUOR, RECESSED, 2X4 4 LAM 20 116 ❑X ❑ ® ® ❑X ® ® C] ® ® ❑X ❑ ❑ ❑ 2,320 TYPE B FLUOR, RECESSED, 2X4 2 LAM 15 58 870 TYPE C FLUOR, SURFACE, 2 LAMP WRA $ 58 464 TYPED FLUOR, SURFACE, 30 64 1,920 TYPE G FLUOR, RECESSED, DOWN LIGH 1 33 33 TYPE K INCAND, SURFACE, KEYLESS 3 100 300 SUBTOTt�1 FROM THIS PAGE 5, 907 PLUS SUBTOTAL FROM CONTINUATION PAGE PORTABLE LIGHTING (From LTG-9 Pori 3 of 3) 442 LESS CONTROL CREDR WATTS (From LTG-3) ADJUSTED ACTUAL WATTS 6, 349 ALLOWED LIGHTING POWER (Chaos® One Method) ro COMPLETE BUILDING METHOD BUILDING CATEGORY (From p 149(b) Table 1—M) WAITS COMPLETE ALLOWED PER SF BLOC. AREA WATTS OFFICE BUILDINGS 1, 2 5, 391 6, 469 AREA CATEGORY METHOD AREA CATEGORY (F m p 148(b) Table 1—N) PERSF (AREA wALLAD,�wED i.®�®J WATTS TOTALS TAILORED METHOD TOTAL ALLOWED WATTS I I (From LTG-4 or from computer run) Non residential Compliance Form January 2001 FIXTURE SCHEDULE MANUFACTURER LAMP TAG ILLUSTRATION DESCRIPTION CATALOG NUMBER QTY TYPE FINISH REMARKS A � FLUORESCENT RECESSED DAY-BRITE 2P3GS432-38SL- 4 F32T8 �° °J 2X4 4 LAMP PARR 120-2/2-EB FLUORESCENT DAY-BRITE 2 F32T8 B RECESSED °P3GS232-48SL- �;�,> 2X4 2 LAMP PARA 120-1/2-EB FLUORESCENT DAY-BRITE 2 F32T8 C SURFACE AWN 232-120 2 LAMP WRAP -1/2EB FLUORESCENT FURNISHED BY 2 PLC26 D SURFACE OWNER PENDANT BATH FAN BROAN WHITE VENT TO F RECESSED 688 OUTSIDE 50CFM FAN G i K 4 FLUORESCENT RECESSED DOWN LIGHT FLUORESCENT SURFACE WALL BRIT INCANDESCENT SURFACE KEYLESS CAPRI PL17/120S1-T440 6° ROUND FURNISHED BY OWNER EXTERIOR LEVITON 9875 2 CFQ13W/GX23/30 2 PL13 1 100W/A19 TITLE 24 MANDATORY ELECTRICAL CHECKLIST BUILDING LIGHTING SHUT-OFF ,,,,,,,,,,,,,,,,,,,,,,,,,, N/A ❑VERRIDE FOR BUILDING LIGHTING SHUT-OFF_ ,,, „ ,,,,., N/A OCCUPANCY SENSORS MUST BE CEC CERTIFIED AND LISTED ALL FLUORESCENT FIXTURES AND BALLASTS MUST BE CERTIFIED AND LISTED TANDEM WIRING FOR i?NE AND T!-!P,EE LAMP P,"e_LP,s`""S, ... , . , N/A EACH ROOM AND AREA IS CONTROLLED BY A SEPERATE SWITCH,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, SHEET E-2 ALL AREAS GREATER THAN 100 SQUARE FEET OF LIGHTING LOAD ARE CONTROLLED WITH BI-LEVEL SWITCHING,,,,,,,,,,,,,,,,,,,,,,,o ,,,,,,,,.,, SHEET E-2 DAYLIT AREA CONTROL „ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, N/A CONTROL OF EXTERI❑R LIGHTS,,,,,,,,,,,,,,,,,,,,,,,,,, SHEET E2 DAMP LOCATION f REVISION N0. 1 REVISION DATE: 05/22/03 LAST PLOT DATE: 05/22/03 SCALE: N/A DRAWN BY: JAB Em3 M DATE: PROJECT NUMBER: 0310 CAD FILE NUMBER: 0310SCH SHEET NU BER OF 3 SHEETS - - , - - -- ------- -----.-------.------.--l--- �- - IN TIHE CITY OF LA QUINTA, COUNTY OF RIVER'SolDL, STATE OF CALF-0FRNIA � .0 j a ; . I 9 =2 NA -I'm ut - , , - i!l " " �� I I I � I I , I '& il., . I I i I � I I � I 1�� " "I I ,I 6 0 . T , I I , � I Ora � � I , � , N i � �, JR11 I , I 1,1, I � 0, ; I k � ; , I , Immm /!vw 11% 0 U I I I /F-,��-'% .F�l -�R 13 I L�=Vmm L-141M 0EMI 3-1-affm muml-MAZOMMMIRmtowl &NMI! Ummi-121MUSE10- WI�,,�,!L"41,1=z-Mtll-rim--�-�,'� 0 wav"I B0lliXmll%lZA8l&-=-1 11=1 I �� I .1 -11 �l " 14 �` I ....... ;A , . .1, 0WR �-� ( , lk- I Ni— ' ,. . LL , , .... , , � I 0 xlo I ! " - . IN, il �A 6 N Z?� I om , ), - - " , (L (L � "', , i I�kl , - . I , I -1 m%N , I � . L 1 � I I i � 11 I 'It - . 7 0'a"I ... I . & L 0 , 11, � I � w"; , x t � I � - - I ----- - - I " . , I . 8"--, � i - . I I 1. 11 I L �- 11 ; � zmll�� I 110 Z, �l I E M � 1". 1L. N, m e , ) R /�� I �., ------ 1-1�,,,��" I , . . ` I ��! '�' � - . . 0 I I � ..... 'M-20%, Im � - �, I I I 0 I 1. I �� 'a 0 flF %1Z.-W I.. - ? I - ME", I I w 11 X 1, . I GF-4ZA0114G, 11-VOTES - I TE"-` (CONTINUEDN GRADNG NO — —S I . - , " 01. "j"HIZ =Ct'RACTOR IS RESPONSI'=�1LE" 10 PR&�ENT SILT Cot�tj-"A,J�jj*-4,6,T ON .i ii 16. 7 i AL- BRUSH. VEGETA*riON, AJ14D OTIHER DE-LETEF-30t.,"S' lM-A'r`EF;".' SUCH AS, I.: '- -i'- .1 0 1 i F STORM WATER lNFlLTPJ0`0N I:'Ar,ftJTlES D- RING I UP, CONSTIR 130TI0,N F ? J 11i SITE RUBBISH, SHALL BE COLLECTED, PILED AND REMOVED R01. v- ., . 'i - ' U T HmKrELY OF SUBSEQUENT fl-APR"D'k,tVtrffr3 S 9'( THE =411RACTOR, How PRIOR TO PLACING FILL. ALL nL,,-s SHALL CONSIST OF MATEDRIALS . . I PRI10JR, TO Pl-KAL ACCEPTANCE Of' ,5TORIM Di��&INAGE ' ifuP'PROVED BY THE SOILS ENGINEER AND F, _4- _ - REE FROM AN'Y I �P SUH-IfASR,' E Rt--T�--',4'!�"'!--�.-i-il!�,f/tllv4FII-'17t��, ON FACIUT &,'-'� I S"JIGSTA14CES ,-%D COMPACTED TO A MINIMUM OF NiNEI'Y (90) PERCENT cc�l, �r . . — t;d'UCT. IN Tl-,lE PRESENCE OF THE CfTY 1INSPECTOR", A -.- !- 0�, I 4MUM DE `SITY AS DETERMINED RY UNIFOFM BU111.0—,'�. 00— .- M "N ".. C - . PERFICIRMAN'ClE TEST DESIGNEO TO, CLE'NRLY OUNPIDNISTFIZATE Tftl STANDARD NO. 7010 0.3 EQUIVALENT AS APPROVED I I I 1�, C ,,r,y By —Ll— �', FUNCYA)NIAL ADEQUACY OF 'ME FACR-filkES. 7� FNG441EER. FIELD VIENSITY SHALL BE DEI-ERMIKIFD IN ACC,ORDANCE -.1 "VI'll-I THE UNIFORM BUILDIING CODE STA%NDAR-D NO. 7002 OR 02. , I ALL WORK "S,HALL SE DW4E, N.- k"'CORDANCE WFrH THE STAN3AR10", PLANS EQU?YkENT AS APPROVED BY T14E CRY ENGINEER. IF STEEP OF THE CITY OF !-A WiWIA . �,Ntrk) THE STANDARD SPECIFICAITIVkIS FOR SLOPING TERF44N OCCURS UPON WHICH FILL IS TO BE PLACED, IT PLIBUC 'WORKS CGNSI�RUCTIONJJ LRt-LST EDITICAN, AND RNNTERSIDE. MUST BE KEYED, CLENRED AND BENCHED INTO FlfUJ RiJ't ' ORAL SOIL - � , � -,:, I CO�-!;,`Ty '--ft,N',',;".9(r-?fS ANO '-Zlz::�"--!"',"�r'lf,"�IIVI�'�,')P,,'S, 0''-nlNlV,-,NC-r Nf,-,'- i'Fl$ I , FOR FULL SUPPORT. PREPARATION SHALL BE V--'F'P,OVFD By A F � � r - , , ..., ,. -1- .. - � �..' �_ � 6l.: '_' , A C-I, - 0 - 177 : - . -101S r- " SO, N97 - Jk P I , tt-�, � - I I. - U; ER PRI00 Tl-1 �t�� . � P , TERE'D ILS ENG11 Lt- - - � . - . 1-: - - I �,� 1. ?�,--.,,--,-- , ,- -;-, � . ; . 11JERIA-vL. SOIL, AUUJVi%jb4, C,`F, R�')--i W,�', 1-w ��-- � - . I I I . 1� � .. ". F 2 t. - -!- : II I . .1. . 1-1 - 1. Q � i , ,,, - I � � -, . . - , I I - I-- 1. I - - ,- � .- � I. �. . - - r�,i�_-_:r - ;.- I - I . - - - * 1: 1. . � .L. k,.,L- . -..`.,-;1- I'll-, I,- L - !-� '. , �� . .1 A -7� � I -: , -: , . "F.. 7 Fll�l' .- : - I 1. -- SCILC- EN`M7'F,. -rr, F77 U" --! ... I- a 11 z -. I �,�, ; i- . . I I�z . .-- - -,� L--: k- .. . 'l.,- . 1, - ��t r�: I", I ,UF L.A. Q' lNI , - U ,A OR OT11-ILk ( �; , ".) ,I _-, R t C 1 * , Ij k,, -t.�.r�j-< N,),L ,,, "-. I H I : -".-r . .: � lCOVIPACTE[I FILLS !S: tt,-'- E'-. S�-`A` : I.-- �"' T ", /I I. I - 4'. ; t L -�" - !,:: (, ,,, " , 'r�;,- Is;-L!� S � I " C- RE SfTE OR AS REkf�"OMt�-4i�-�'r-,t"L-.ii'��.'-�'-j S) I n Z: .-J, - 04. � - 11 4, E LOC/-0`10441S OF EXISY9TNG UiNIIDERGIROLIND U11LITIES SHCAMN IN t- ES THAT REPORT UNX THE SURFACE IS FREE FROM UN-lv'EN FEATUR" " ,kTu-' �, TFIE �PF-.7��,.'�w-krE vv,w om-y. TliE CONTR.I,crof? sFwt-t.. DEITER11AINE THE WOULD TEND TO PIREVENT UNIFORM COMPACT,'ON BY Ts--'E E!Y,,;'iPhAENT , T I 'N E�'],i-CIT LOCAPON OF RILL E)-,"-S`RNG ,UTPLITRES EEFORE CO-hloPE: VNIG U'SoED. I , . 0� � I Z�I : W Y " K. 1- i 4E A C,.; Rl - F S TO BE FiJLLY R -�l -'s, iR 0 N - - i B L E FOR kX" fuND Al-1 i i ,C- . � Da'if x'A��--,FS 'VVH`-H Nv, I - L P I , -� - f 1 ; �_ w I L- JI-,,� �--2�1',.il"�-U - 1 . f t �,--.41, - C , " -,�,'- - ' --` E,- H�S FAILL,"T T��., E,K-P-��c-TLV 17. 7 I- - �- " 1.1�- L. . I , LOCATIONS OF FIE'D DENSITY Tf ST SHALL F,'-. - - -F --� - C, - R'V` r D F -3' T I - - . -1 V I tL- k ).��_:ktL t'! I �,,�- 6 �\4,L 1, 1. i , i 1, L) L.( ` ' - - - D PRP�'-R-srl: kNY AN"D A,�-L U, ,,, � t" E 4'. (3 R- 0 TLJN,� U7 1 ,,, S, - . I 1.� I- t � " - 1 7 , L, I ;f- -i- I "-, - , - S 0 lL E N',31NEER OR A.-`�PROVIIEO TES-wl,<, A:-:!,--',,'!-\' , - 4'�D', 1� ,-l-r- ��7., I - !, ,�. - ,-r,?-,--4 - -0 , '� i- L-P,L-- m -- ,i SUFFICIENT IN BOTH H0R0)NTA,l- if, D 'VIE.'T)CA' w N1 j . L fz . 01-.� I ., .� ... .. - -4, ' Irl' 0 Nl' R i -k. C" T 0 R "Ej I 4 A 8�17 1 -� - C Ce C2,;,l ` ?� 1 17 ,1. r I U.. - Il . Tl s , v �-� I- -1-'-, ---,--,M--- " �R TH E R E:'�, 4 " ) � f A 1 -, m ') - - iil , ,, 'FiNGG OF ALL FILL � LAC1 J. T-�, nk�r, . . - . r- , - � , ::� I - -j .-q_ R'.1- I I,&,r'Ek,T`---!'lFlr OR ,k E LC CC A's 'I 0.,A t F Al-1 �-,�,'�-�i,-�,,.��.;,-A�,-Orr',',Y', 1,A,,l;l.�-l-,mo.,.3 f-,j i n , � I r ;, �: w ��: <�' 1 1 , .-:- - HA : ! IN AREAS OF A CRIT11CAL N!AJ-UR','-- OF S-PE'CAAL E; '�- -.:S Z,1 I I..--- 01- i , �',`? . zw -t �, � C-;; Si �.,Qls_ , I - I- 1� - A - V7 1-., ! � V1, I �. - S � 'RM -E imi, I- - ,--; , IN ADDiTION TO THE NO I AL RU-rP'.--SL.w . " �.. . I I 1, ,�,E 4 '� I C�5� ' I I T'r-.E 0`14TRZ-ACTOR "HALL NOT l;"-'TU`-fl3 EXiS'it SURVEY' hJJ0,',lUlw-. ITS i . - D , I � I �1. ; 11G7 I J l'-Z' '- -`-I � I 'EN I& - - T k 1 . f 1� (-� ; 5 R-lE FI-INAL COMPACTION REPORT A.ND � IFNROVAL rr'0� � Tf fl- ,-� , ", � - , 1. ;. Cfl-�l GEANVIAH �-A-Alll'?<S NOTEO 0!N1 THE PLA,N'S, OR FOUND DURONG, -, "".. - .. 1- :,.�,.l . - 1. I l,);-kl. I- ENGINEER S14ALL COtITAIN T44E 'DT"E OF FIELD '� ,'S'rl'N",', PE'r":;; 0 , . - �� - 7' . - � C�l'.)�l-�'--'�f-f�\,,"-�-fi,:,,-iN. RfE,l;Ii-,0'VAL A,JND '2 �- - P' %!->J,`--NfT SHALL BE ---, 01 IN E SY A I, . - 'Y"i'll , -' I ," I , , H I h E . �- � ,." . . TEST SHALL BE 1DEINTIFIED virm TH :�')D OF 0 '- � -,J I; 3 - ,(; � - F,k AU -L I 1-1 a -:Lz ''t I , . I I � I I I � R'Cl'��",-ERFD (3�`AL ENZYNEER " 1 A R,C,E. N'k. j khOER EmEl-fiii 339 65, . %�:,l , , D 'T'HE IN -PLACE DENSn'Y, WHETHEIR SAiND CONE 0 R' D IVE i-,.,:, /, %,, I 1 . k P, I I ,I OR", A' l-!-(-'k:*N-3FD L6,1`40 SURZVE��T`)F' 0".111-Y. � t- Fir- - 1 17" , 1'�), 1 , I � . LK -�L'N ; ,4 - ,,, � - ,�, t,�-�,�-',M -, ?- �i �l H � �' , P- , T'l SHAU BE SO N01ED FOR EACH It ST. SU � ' '- i� � . � � I � I - - .. D'ETERN41NIATION SI-4,41 L BE PERFORMED TO VE'ql:-'l � � 1 Hl- P13CO ,,,, ,� '. '[,� '- Y OF '- '. C, 7. - I - . -- '1' - U�"F- D '-f-,�A IIN,- I , I:- � * -�:-I,n�,�/- S-1--1 �- Dlc.- w i H .'I,,,- I I - I I k -!-�'-,,11.�,- . ,�, ,L Ft - iN ,kr,('O'�D -'CE W" I H': 0`4GDIP,,�E I .; ,, i �67 . ,% 1, F( :�� "..I rl-IE &,hAY%Iiv1lUM DEE'v4SITY CUWVES USED BY THE F F.I.- D "If ECK � w ; C ;-,i % � 71. r I- 'k ,.t.)�N' W� t"i - - THE I, r.. RZ!,-; ;I- � -, -f - r%; � 11-04, .4 ��L.Vi . , _, -A' Ef - .- . � 1 ' F)" ""I'l" I El --, 1; T'�-- OF VNI I -; .,, UL-� NJO (7-;;� --', LATE' 3 I I V *i, - � 14 ., 4z, ,I '11, r I * - 'RT IN0. ,5 ,-�-"` -,Y- I D " - 0 jA,N'UIAR�lt' 14, 2-l')00 A� ') Snit-S RE.P0 4 � ,,; ,,, ,','a � I I .� �11 lk- 1 9. ,� ,� ,-i , " ,� , ALL Tfts,'kLED WAYS WIS-T BE 01 EN40 DAJLlY 0 ' `� ' 'Di t T, "Ji AN D t- ' ' "' ' ": . �--- &T-, 7 � 'Pl �171 i,,'-'( j � Tj,lkj S�yll,'T? -1 �. S � 4 0i � rH`vwL , - � ��l I- t�� 21-11RED -4 I Z� f", � III-ST - �4. - (".-! * DO G A AS 4 �;.- i.-f.,-k rt� DEV-t,U-S DEPOSfFED ON Plf.--,-J A RESUi� OF � I , . P r- , �� 4 E I ). 760-345--i -88). - 1, HC N( �i !r� % I . . . I OPER.N11 -01N, 0I-VUH*NG is TO ,!A:�E r- -1 i k") Q I I '+C NE 'TO THE S�lk""`*ACTRON OF 'Tir, ff E I ) CITY ENGINEER. , i , U 7'. -� - - ,- I I ��--,,�---to x1f;4 -. s; , - 0 , --it. C � -, . .1% 14T `01NTRAC-I-OR Slvlk-L Nt 0 Tii i-'-)' 11 HE C11, IV P(J-Bi K; Vv'05(K'� vl-, A Pw - I - ,I -1 R ROUGH G tf'�,'A- I D � �l % "S ,,'I;i;.� "I . 1, .� . -1 I -L 48 i� 10 �-, , I i PRIOR 1-0 A7,1Y GRAD!�,,(),l &RUSH'ING OR 20. � . - '� Bt�.�t - FOR SLOCK WX-I-S ARE NOT PART OF T f - I E 'Gpf? A D 1 N C lPf-"I'Aff. SU-E� I�I I 1 �, 11 ? ; - 0) � C L Elk 11ING, -'P ID 'Ek:�;-- Pfi�445�E OF CON".3'Irl UC190N AT (76 " 777-7075. - Al S,ZPV%R,Vi'E FUILDNIING PCRINWT. I 1), :� i4l) 48 ;l-'it'-'JJl,'RS PfkraR TO i��'L�'�-i',t",ii'(��i�i"4'�"-7' INQ�i"-��!7-,i-,-f'-I,n"�,-"4,S. . I 1 21. - 0 . I '. i hili:-) 1 1"'H-fT,C� ALL CC864TRUCTION AREAS SHALL B'- P R 0 PE RL )' F 03 Qli- k - � ,w, , -,v-. I.. I �-, � �� - . , llt,O-NG R",UCH GR,,AD[,l4G 0'1:,Z-4:1�'�IINS ,lQQ Pf-floR TO l',`,fI.C"Rl, C , I . �l r :,,� ", '61 0 N OF , j .-w L- ml '1� .1 � i � ; -, - �, - IN C0.N'r0fUAl%NCE WITH THE STA-11C k .-'A N, U A L 0'- -�A 4�`-':`N NG S",]�i�,'S, I , , � - q - � � !.�,�,f k, 't<,T(ll'--" i ,� 11 7 ; "", . - P i'f '\A Al " E' 'r 'DRAle"., a - 'k,I I I t -i,r--Z�, � , �A- N � A. LA.,ix-114 1.7 ,-N I I �ri� f 'TQ�PQRNRY CDdITCE I-' I '.- OL I , ` . FnilCES FOR USE IIN T E PERFOTRIV�.A,NCE OF VORK '-',P0iN L-112�,HTS. M40 Of iH ,,, -S I Ai ( � �, Ij . , 4, . . 'I E r -1 A D, -I- Ff- - 'G �& '7A ) - S"VILL El (1�1111 -1 L E0 TO pt-ZE il-'.kfl D,,;,4D-lgN �'ATIE XNr DVV,0i� TO . I I I HIOK )RD IMINATE A-l"Ily HAZARDS. WAYS. IN U , IER TO E4 il I . - I � I I - . � I . �. � . ; p i Milft,13-ri-rl' `- R I- F, E IR . �l k- V, v C , Ty. . - - � I 1. � . . . I 1%. I I � I I � I . I . I . . . I � . . I - . . . . � - I � . 22. I . . . t 7 - - -Nf%NT-,E!P!NG GEOLO"61- Si 11AM-1 EXE ' C-`�E , - I THE $01LS Qir, -.-AND L ,;. i "40 . 4�1 C-I I A� E R t I A - . 4", � 1� h ff-rl� � 1�- RR V, 9-1 �� 1 1. f -2-c.--�-,i-t--,,��; qv� C -^p . F llm,: E C I �l N!- 'I � - I -1 , .1 , ' -J� - .1 - � I 1, -p 1. 1- r - �l P,PnVv� 1 4r� A,N - I SUFMIENT 040INNE0MNG 0'�'.-6`ERV,,*i0?J2 DURING : - lk!,�; I 4 G A1110 -; , ; 1 I 1. - ; I I ^ � A ) E 0 Utj CE M, IS OF DUST CGeNIIROL VT'l i 1 1 H SHIALL. 1141".,.LUDE � - I C 0 *,'-it S T R IX TI, 0 N 'TO VERIFY ICOMPUANCE WITH )�-!;L ''L 'INS, i li., 1. 5r,;Vr'3",0NS FC�R 4Z.-EQUAYE '�,`v'A`-'EJR!T 11-0;, D' Rflt4G THE GRIll-AN"(3 PROCESS SPECIFICATIONS, AND CODE W111AIN THIEDIR PUR�11-..'Af. i I i , , � " ,� ND i'-P,,C�"',I'!�E-;�,-"',��-i'�!S FOR Cf-r"'I"J" O' 'DV�ST CONTROI . k-TER 'THE il I ,Wiktl-�F,we r'Tt.�C. I .. I 1 - ;4 1 T�, - 1 A f Ti, - I E f, I" -Z (;-R.A,D,HG Ut �Tll- SUCH ri ru E - D SURFACIE' PIRESENTS 23. 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I I I 1. - - � I , ?R,:, .-- . 1 . .,. - 1; I.- I , A, � M -, � ,�:,. � - - W.74-=M�,W' Tr,=Rlw.lil%"�� -.:� 4-IlLi�l.,li- � � . -�- - -`i it� , - 1. - I I ��l 1 - - �. .1 - - " , -, �, .,�, I . .--1 �. t . . I I 11 ..-.----I...-.-- � .1 -- . -1-1- I.- . � ... -- � - I -- -- - - - - --.". ,. - I � . - , - - I 1, I I ... I . I .111. . -r- � I I -- - I-- :- - 1:1 -.- %--.. r',1-11,-:-�:�--� I ---;r-,,..�'-- -�--T! -f�:- T- 11-w -: -T- - 1- -7-m I.- 'j.,-- - ;' -, -.. - -,�- : l� r : - i ,: .. . ....... 7 - :�� i� , T- �-- - 1 - -- - 1� � - "!""' - - .... .. . .-IT -� .. I 11 I I 1.1-1 - r I- :. ., � ,71 1-7�- � -7,7,171-1 -,'�r:r::;-]-II,T:""TT!r-�-T�'- 17 ;.!--------T- r7- . . - ---T7-7T7TT--T-l-U --- -: � , , 'i F T.- :'. - F.'-.�� . . -"-. I CONSTRUCTION NOTES to CONSTRUCT 6- (TYPE A-6) CURB & GUTTER PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200. OCONSTRUCT 6" (TYPE D) CURB ONLY PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 204. OCONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401. 4O CONSTRUCT CURB AND GUTTER TRIWSITION PER DETAIL ON SHEET J. 5OCONSTRUCT 3' A.C. OVER 4.5' CLASS 2 A.B. 20' 0 (SHALL BE VERIFIED IN RELD BY FIELD ENGINEER) f,,.` OCONSTRUCT 4' WIDE P.C.C. SIDEWAI'_K PER DETAIL ON SHEET J. 20' 40' SCALE: 1 INCH = 20 FEET OCONSTRUCT PCC DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. 207. OCONSTRUCT CURB RAMP PER DETAIL ON SHEET J. JCONSTRUCT GARDEN WALL PER 01-TAIL ON SHEET 3 (UNDER SEPARATE PERMIT). 10 CONSTRUCT RIBBON GUTTER PER DETAIL ON SHEET J. 11 INSTALL ALHAMBRA FOUNDRY A2012 18' X 18' TRAFFIC RATED CATCH BASIN INLET GRATE. 01A INSTALL ALHAMBRA FOUNDRY A2012 12' X 12" TRAFFIC RATED CATCH BASIN INLET GRATE. DINSTALL 24 ` PVC STORM DRAIN PPE 13 INSTALL 4" PVC STORM DR41N PIPE 14 OMIT 1 BLOCK AT FLOWUNE PER BLOCK WALL OPENING DETAIL ON SHEET J. (B�OCK WALL PER SEPARATE PF_,R0.") SINSTALL SAND FILTER WITH 20' LEACH LINE PER CITY OF LA QUINTA STANDARD PLAN NO. 370. (16) INSTALL CLEAir'OUT PER COUNTY OF RAIERSIDE STANDARD PLAN NO. 603. 17 INSTALL 45' WYE FITTING. 18 INSTALL UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STANDARD PLAN NO. 309. 19 INSTALL STA311JZED CONSTRUCTION ENTRANCE PER DETAIL 19, SHEET J. 20 INSTALL SILT FENCE PER DETAIL 20, SHEET J. 21 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STANDARD PLAN N0.403, CASE `B" 22 CONSTRUCT 4' THICK DECORATIVE CONCRETE PATIO PER ARCHITECT AND LA,t1DSCAPE SPECIFICATIONS � 023 CONSTRUCT BENCH 24 JOIN TO )&TCH EXISTING 25 INSTALL 4' CONCR1E WHEEL STOPS AT PARKING SPACES ADJACENT TO BUILDING 1-EG E. PAD=50.0 INDICATES PF"OPOSED PAD ELEVATION f `--.50.0 INDICA TES Pr OI�OSF_0 FINISH FLOOR ELEVA TION FL INDICATES FL f-%1" LINE IC INDICATES 70/D OF CURB T61 INDICA TES TOP OF GRA TE E-P INDICA TES E7)GE OF PA VE,WEN T CL INDICA TES CEN 1 1__IZ'INE R W IP101CA TES R! 01 Y T- OF-- W, A Y GB INDICA TES G"'A (= BREAK HP INDICATES HIC-, i POINT LP INDICATES LOsi' POINT FG INDICATES Fll'41ISHEO GRADE PL INDICATES PF' 'DER LINE FS INDICA TES FN/HEO SURFACE IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 E YOU DIG TWO 2 WOR KING DAYS BEFORE PREPARED FOR: LA QUINTA GRILL LA QUINTA GRILL L.L.C. 41865 BOARDWALK, STE. 214 DES1- RT CA 9221 1 x4b. b i x4b.21 l 47.9 6 / -- `- -- - 10+00.00 CALLS CADIZ x 12 _ - - 111 +03.13 AVENIDA BERMU0 ` - ---- - - 1 - N CALLE CADIZ 10 4 6.6 4 x I EXISTING j 47.71 TC °DQ_WQi EN'1ER" V-�,h� m I I SECONDARY = PRb,P 17 �I l 0VERFLOW-� EXISTING PAVING , 6 0 0, r - 42.72INV IN 42.711NV. OU I / 721NV/ 166 (47.60FS) INSTALL 134 F x ! PVC STORM DA INSTALL 57 F PVC STORM D 24 48.80 i ( 4 -= 44.90TG EXISTING 4- , %, / ---- , { 43.00 INV i y j PROPOSED 8. 11. 46.60) RETENITON BASIN } 48.59 FS m BOTTOM = 4 6. 0 ( r -100 YR W. S. FSE , 100 YR w -7y 39.00 INDICA. TF_S PROPOSED SPOT ELEVATION 30.2 INDICA TES EXISTING SPOT ELEVATION - 2 INDICATES PROPOSED CONTOUR INDICA Tz S EXISTING CONTOUR 0.5% INDICA TES PROPOSED GRADIENT Ir'�'D1 CA 7ES PROPOSED DIRT SLOPE RL - - _ _ INDICA T}_ 5 RIDGE LINE INDICATES CON57RUC77ON N07E CALL -OUT - - --- INDICA TES DIRT SWALE 1r_� A.:::T _ :,.,„ INDICATES PROPOSED GARDEN �r',ALL INDICATES PROPERTY LINE 0 INDICA TES EXISTING FREE INDICATES EXIS77NG PAVEMENT STRIPING ... --- INDICA TES EXISTING BLOCK SMALL INDICA TES ACCESSIBLE ROUTE TOTAL LOT AREA: 107, 836. 47 S.F. EXISTING RESTAURANT.' 9, 938 S. F. EXISTING BUILDING: 2,890 S. F. PROPOSED BUILDING. 5,774 S.F. BUILDING TOTAL: 18,602 S.F. 17.37. PARKING AREA: 38,553 S. F. 35.8% LANDSCAPED AREA: 50,681 S.F. 46.9% PARKING SPACES: (16) 11 'x 17' SPACES (64) 9'x 17' SPACES (4) HANDICAP SPACES (84) SPACES TOTAL , � I i E r V I �Q, x G' 4 l E-1 R 145.00' L 420.95' R 145' 00'! I 1 I k420.9 I \\ I Ir JUST CVWL) \' �.. I '' (VAULT TO GRADE-\ 15' ' 46.z_u x EX150TIAIG / "Do �IC)T ENICR` - SIGA� { a LLJ k. _.. W w Ld Q)PZ �i I w x ; f 6- ff� I 10+00.00 CALLE BARCELO:NA� 107+73.64 AVENIDA BERMUDAS Lo' .. ,a 4awe jr- A r .i r" NO. RADIUS DELTA LENGTH TANGENT C 1 10. 00' 98'32' 16 " 17, 20' 11.61 C2 5.00' 102'3746' 8.96' _6.24 - C3 _ 5.00' 80'4542" 7.05' 4.25 C4 5.00' 90,00,00" 7,85' - 5.00 C5_ 5.00' �7.51' _ 4,67 -- C6 -- 3.00' `-86'02'07'° 180,00,00" 9.42' INFINITE 1 C7 3.00 m. jnmw -..:; 90°00 00 ,r '�' -.a,.. -,mnsff- 4.71 a.: in. 3.00 rs - ::wgki u:z�., F(LUUMMLNULU 1-UK APPROVAL - PALM - (760) 564-2689 - ADDED COURTYARD AND ELEVATIONS DATE vBY ® WIDENED PLANTER NEXT TO BUILDING e private engineer signing these plans is responsible for assuring the accuracy Al CH'D SAND FILTER LOCATION AND CURB CHECKED d acceptability of the design hereon. In the event of discrepancies arising after DATE BY MARK D E S C R { P T { APPR. DATE ® N --- inty approval or during construction, the private engineer shall be responsible ENGINEER CITY DATE determining an acceptable solution and revising the plans for approval by the county. R DESIGNED BY: JV DRAWN BY: JV CHECKED BY: WHW AIR.11 X43 �3_ - x46.19 - - - p8'57-- p = 20'38'57" 46.19FS�� 7�45.6 R = 775.00' R = 775.00' 46.DOTG 45'97FFS `� - 42.04INV (45.�97TC) h 45.80TG 45.58f� 14- I = 07q -31 -=�9 3i-----,� 4o.851NV., 7 Fes,. LANL & ;WATERFALL 45.4' o x U Q� A a FXI STING AALKN A • ---28 -- I 53.7QT'kY C f4I i aTF -PROPOSEL N _ `47.8 FG BLOCK 'WALI_ ---- 9 -5218TK, C 1 R),47.20TC _ 47.32TC 3 J 4_7.10TC 'j 46.82 -5 �47.60TC ,AL PLANS 46.60FL i1 e7 f- (r 4J.Vf00� �,�iCW4Y 1 t--- - I Lam° fin./_9/U - = _ 7.53FS 7.61TC I I 46u 3 �.., ° ., \ _.3 TC t7.94F 46.68F5 I c2 - T 29FS - -- -- 4711FS y... �, i F _ 47.81F5 47.907C ,�•°° , ,ALL \�E_-� °20 �� 47.40FS 4731 TC�� N PEA1F •N48.Gf5 �3 - 1 -- 1 <8.97rC r C5 \ X (` TING �-.` \ ade •� �_,._?-., [.4 \ 4 �. ..`-'a.s�. a,s:+l .'.s.s:a 4 . ° °. L/1IJ LING d 4; __ ✓ c - I q `45.3- 8FZ- �ROLLE D CURB (45.88TC)6. ` Gg�T - 'S PROPERTY LJN - 4 695fZ 46.1. -- . / � it S-CON,;. - 7G _. - - ` Ob'ERf�OYi`8 °LiC/! �� (4J./3TGj (4. TG) ( . 09TG (46.73TC) - -- - _ N: Lf 7 44 -- _ - 13 °° C��f12 7 _ _ L.E �Q - -'- -- '----- n x - _ '-,_ � REMOVE EXISTING FENCE _ -'- 7 - EXISTING SAI l CEL! �� EXTEND S_ IDEWALK TO /' ON SOUTH PROPERTY 'DO NOT ENTLR'° % LINE- - SIGN PERIMETER SIDEWALK ' 20`38151' " 20 38 30: p 2 CL �l a c s C c R = 775.00 .- - -y �; 4s R .7.75:00' s T U �S� i I U- E YL L R L - r _ L 279,2 28 -- �. C y s.. /_ .0 _F%� !-: c $ -..:Iz�s�a:'*�.'M�..�_...�`�^,�-:A4.N.t..,��...n1-..s. This m lar is identical to the molar y , • approved by the City Engineer on41 _-,C-- e t for 1 e revls,ons noted he041 reon. a h114 C D TE 6/17/03 WILLIAM H. WARNER, WARNER ENGINEERING a Mnl_ _ �. - -�_" .° w L ( p) T - C1 iY aF LA QUINTA, CA SHEET NO. SEAL DESIGN ENGINEER S%AM, APPROVED BY: 73-185 HIGHWAY 111, SUITE A a DATE OFE�/ �' � ; � °� .,� PALM DESERT CA 9226o-3s07 _ �_.--_.-.�-_-_-. __-_--�� ___.-�._.-._,_..--__.__.-®.'�_- __-__. -_ .-._ _..___ /60 34 -3101 oe�f� H �'�' _ --- : �.: � - c PRECISE GRADING & ERO":: ION2 �� TIMOTHY JONASSON CITY ENGINEER FAX (76G 34 -�ggg CONTROL PLAN 1 2 31 06 -� F� ¢ C1 7245 JOSHUA LANE, SUITE B L�R.C.E. N0. 45843 EXP. DATE / / YUCCA VALLEY CA 92284-2968 UG C� Z aa�� f 760 365-7638 �- OF SHTS. No. 23256 PARE U D R TFiE SUPERV{S{ON OF: _t ' C[VIL ENGINEERING ! PLANNING / LAND SUR`r__ (ING FAX (760) 365-2146 A P`N' 77©- 18�-002 a Exp. 12/31/05 A.P.N. 770-15� 001 FILE NO. � � Il C �, �� TE 6/17/03 SCALE 1 "20' PORTION OF SEC6,V T.6 S, R.7 E, S.B.M. �- 9TF oF1 Vq��FO�� WILLIAM H. WARNER, WARNER ENGINEERING -�-- FOR - W.0 R.C.E. N0. 23256 EXP. DATE 12/31/05 DATE SEPT 2002 LA QUINTA GRILL C9083PGP \ i:.:1 ,fir'_. -ir.. ..: ,.._ ,r'.!; _:..�•'� "T . -f ", .:-i i-�I-"r+'If?T..f:-,., _ r.;.i .r -..;_. _r.j.--,-; i <f,1. A*wmo PER P0wT7w.1;r1 h� Miur FLANhW AO 2M 4i v w I a,EV�M AAV F.-C= IVl APFJVAL 6, < < 4 _w 6' WH 1w1wjbwA_Am_j-fl (NO SCALE) �",URS AND GUflHER NO SCALE) 4 m1h0ni ALK 4 " Swil DE: 7- V 1 (A10 SCALE) 4'w Vhl CLASS 18" CONCREIF 6 " P. I ' . A 1`7 GREG A, TE 8 A'. SE OR APF'R01VE-D SELECTYA 7tRIAL f " JVAN. C, A SE 18 0 CaN6AY IE 6 -107,7"E-0!-, AP' 0 VED S 1 f 0 T' HA 11--heiA RAPORTAW NUIPCE SEC"T ION 4216/4217 OF THE GOVERNMENT C:0DEE REQUIRES A DIG ALERT DENT; 1--ILCATION NUMBER BE ISSUED BEFORE A "PERMPF TO EXC_AVATE* WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUNED; SERVICE ALERT TOLL FREE 1-800-227-2600 T60 (2) WORKINiG' DAYS BILEFOR E YOU DIG FOR: LA QUINT/ GRILL LA QUINTA GRILL L.L.C. 41865 BOARDWALK, STE. 214 PALMI DESERT, CA 92211 (76 564-2682 Tr,,,,. D-:vc:�_= ers--ineer sianinc these plons is responsibie for assLiring the occurc.-y* oreJ, occepicb;F:�; of the de-sigr here3n. Ir. the even', of discrepancies ortsing after DA7i E' ' MA'Ri county approval or durinj construction, the private engineer sholl be responsibble r ENGINEER; E HR, for determining on acceptable solution and revising the plans for opprovo� ty the count)'. DESIGNED BY: JV' 48.42FIS ;% -I t I rye P 1`4f C) L ,34"r- 7VANS 'At UIMM, FCtW,6Aw*� ee-,4t0, , 7, 1-- MWRi44 2t MaWL�!AMMMg�1_-31,:Z :T C?� if AP P RDVAL "A-L C. Dir-ZAWN BY: JV CHECKED 94041 Rm \4�.59FS 0e_U_RjTACE 60 kPly'. CLASS 'E" CONCREI-L gr C41:f —7- - - Wl- ice' >�O* EX" , 1%, 1 13 TCOM WI-WiZ t9UXD#C & SAFE7Y DkWCTOP &4TL- J,6RR;1' HERMAk 0VMUNTY DEVSLOY>AVS�ff DIP. DATE LA TA CITY I C4'1'ffT k1419-14w, P.E. ff OF LA iXgqY OY' OUXTA RXX 26770 EX R NY 3 -LEtIEL LJNE 4 , PA �-f_,Vf;V T Z/ . . . . . . . . . .Fm. O. 4.5" a -ASS 11 BASE T CONSIRUCT C' CLASS /I kE. -30N GUTTER (95% UNOER Rid C`CWPAC`77X F_F'010RED TO THE SAI TISFA C' 77 0 N fov (THE Cf Ty (h/0 SCALE) P�24111r,. <n. w 'VIV Al 5 T w SEE PLANS �— 600-0 ft-Ad TO BE OROVIED S(_V0 - jiff FfBAR a..,'..'.j14 BARS 0 240 O.C. WRIAI3 AL R&N SOAID W(VT All MMLS COVDIPANG Sft-Ei. -6" Off? 80 --f§— /�Sff PLAWS TF SE AL Yv 8" MAX FILL NAIDIRAL OR CCUPICIED G!�AIPF too 18 1. ONE NO. 4 BAR NANT-110"OUS IN FOOTING. 2 POUR NOPING A(ZAIINST 161HEDIVRX-30 S0fL J. NO. 4 SUL AT 24' ac WYNX 4. NO. 4 VEER- CgIVENUNS W 4117AIND BEAM. 5 StX!0 GROUT ALL CELLS WRI, trER71CALI STEEL T C' 7 k' E. A_L FALLS Shki- 8j FtUMB. 9. FoonNG _,z4ALL BE CLASS 560-C-3250 CONCREIE. GARDEN WALL (NO SCALE) BLOCK WALL 18' BLOCKS) AN Z" _"T OWT 0/v',17- BL'OCK AT A L L E Y F11 Cr 1 1; 'Z_ FLOWLIN�_ OF ' 1:�,ROPOSE-b) AT HY'11-11- ALLLD 5 if I' f,9 J' 0�4RSE AG f64jrZ_ -j CA %4R,1x_N i i i". ` 3 - -t FlOrr W _1� �� , ? 3�, U_V S, 911. 700 K"w BACK RL 1 _ -1 6 4 f'TX0 J. SET fl,"Ifft X 2 X 2 14 a4 NIA?E FARRAO OR F096'. X X d 12 XkY x LOWTH ir- ffAC-r ENCV f71J &V 004r,-ACT THE SOIL N T7-F,104 AILO, GAI 60774 SIDXS Or Il , " -, �, � ,11, 11', FH_0('eK V 11—L C)f 0 SCA L.17 SILT FENCE DEWAIL 010 10 N` .9- aD L�!, uns: a 7 E E-i' A, C4 C TE OA S� PAI KI DESERT CA 9 2 2 6 0 39 C -7 34' ES FA, T CiTY EN,2:,,F-, f76` 34 E r-q - Z- S C�v_ 1L Z ot 1K - 7 E, S,'-- 7 4� ♦ R, WARNTR Efv,,, _L� H, Sr�:AR N, E -.1 1.4 G f f i.P ?71A R.C.E. 'NO. 2 32*_`� 6 FXp. C)A,,:T,- 12/31, 105 1, DATE 2" 4'. )2 =m, R-WWWI O 4' WIDE COLORED CONCRETE WALKWAY w/ SMOOTH GREY FINISH w/ SAW CUT,JOINTS .. (2) INTEGRAL COLOR +J2 SMOOTH GREY CONCRETE w/ 4' SAWCUT 45' O PARK BENCH TO BE SELECTED CONSTRUCTION NOTES: I. LANDSCAPE DESIGNER SHALL APPROVE: LOCATION OF ALL AALKS, PATHS, BOULDERS, A.ALLS, FENCE, MOUNDING, AND E>ENCHE5 PRIOR TO INSTALLATION POT SCHEDULE G2T1' 5TO�SK # COLOR $ FINISH A 4 A6N-24 TO BE SELECTED $ 6 A6N-I6 TO BE 5ELECTED NOTES: Pots shall be Gainey Ceramics- "AGEAN SERIES" All pots shall have thee'Matte' texture with the color to be selected. Contact John Willingham -Gainey Ceramics Landscape Contractor shall install "Trex' or equal 1/2' x 4" products for seperation from lawny to shrubs beds. Use stakes at 6-8' on center. rav�wlwzft_m", J BLOWUP .!'4' i j , U BLOWUP 'B ' B v-OWUP ' B' LOCATION MAP iED BASIN 46.0 POUNTAlf EGUIPMEI` -BLOWUP 'A'. rCD c 0 m 0 a < < a No rF V D CC F_ Z 0 U 0) Z 0 F_ 0 z Z CC W o J � Q J U Q z �C O F' — Q Z O Q Scale. V-20'-0° Dates 3/28/03 Sheet No. Cei SEE PLAN FOR E.J. AND CONTRCL JOINT LOCATk CONCRETE - MEDIUM BROOM FIN 15H TOOLED CONTROL 1/2" FELT E.J. (EJ) — FINISH GRADE JOINT (5J) IIIIII—_ f, C 111111==IIIIIi lillll=I11111=Illill=11111I 11111=111111=111111=111111=IIIIII �i1111f q5� COMP. 5UB-GRADE. 00 1 SECTION — TYPIG,4L PAVING (4) L 16N 5CALE: 1 "4-0" 0 ✓ — eGAL : 1 /2 " = I '-0'' ie° 1� CONCRETE GAP STUCCO 12x5x16 GONG. BLOCK E.J. W/ DECO SEAL �-- CONCRETE BAND IS" #5 DOWEL IN IN CARDBOARD GONG. FOOTING SLEEVE _ #5 BAR @ 24 O.C. 1,1=1 ALTERNATE BENDS = 1 TT--- (2) #4 BAR CONT. 159 COMPACTED 5UB-GRADE SCALE: MODEL 5217 VISTA PROFESSIONAL OUTDOOR LIGHTING (800) 166-8478 GONG. GAP 4 \ I ree e � r � •, e , . , ee , e e e • • T i FOUNTAN ELEV. SC -,,ALE: rz i_o WATERLINE /X -- .7 WATERLINE i WATERL I NE o ` GONG. GAP ri 77- c 0 m L Lc a < < a z uj CU d � CL= o U U N 20 G m n J -jm r Z 0 S 0 z Zcc L11 0 U. J Q J V 0 z_ Q 0 Q Z J r 0 J Scale. 1�-20°-0• Date. 3/28/03 Sheet No. 355 JLJw%.rt"s 1Awl 14 1rLt7r PLANT LEGEND TREE5 5YM. NAME 51ZE OTY. GOMMENT5 A5M Acacia smallll Sweet Acacla A5 Acacia stenophylla Shoestring Acacia GG Galllstemon cltrinu5 Lemon Bottiebrush 05 aercus Buber Cork Oak PALMS see plan 5 24" box 3 Standard Trunk 15 gal. 21 24" box 18 Standard Trunk 5YM. NAME 51ZE OTY. GOMMENT5 Ghamoerops humllis 15 gal. 26 Multi -Trunk 0 Mediterranean Fan Palm Gycas revoluto 15901. 3 Multl-Trunk Sago Palm 5HRUB5 5YM. NAME — 51ZE OTY. COMMENTS 0 Asparagus densifiorus sprengerl 'Myers" 5 gal. q Myers Asparagus ® Agapanthus africanus 'Peter Pan' 5901. q Lily of the Nile (Dwarf) Gaeselpinla pulcher►nmo 5 gal. 52 Red Bird of Paradise 0 C-alliandro californica Baja Palry Duster 5901, 44 005510 nemophiio 5901. 46 0 Green Gcwlo frute5cens 'green cloud' 5 gal. 24 OLeucophyllum Texas Ranger Green Cloud Lantana montevidensis 'purple' 1901. 47 purple 1° Purple 5pread►ng Lantana ®Lantana montevidensis "New Gold' 1901. 14q Yellow Yell lowTralling Lantana OLantana montevidensis "Mite' 1901. IT White Mite Lantana OHemerocallls hybrid 5 gal. 66 Day Lily Rhophlolepis indico 'springtime' 5 gal. 33 India Hawthorn ©Penstemon parryi 5 gal. 2, Perry's Penstemon G 5trelitzia regime 15901. 3 Multi -Trunk Bird of Paradise DE5ERT ACGENT5 5YM. NAME 51ZE OTY. 60MMENT5 Dasylirlon wheelers 5 gai. 21 Desert Spoon (Grey) OHesperaloe porvif Iora 5901. 11 Red Yucca Yucca recurvifoila 15901. 26 W YUGGa 0 Muhlenbergia rlgens 5 gal. 53 Regal Mist Agave viiimarlan 5 gal. 16 DE5ERT ACGENT5 5YM. NAME 51ZE 07Y. COMMENTS LJH Lonicera japonica 'halllano' 15901, 4 train to wall/column Hall's Japanese Honeysuckle MU Macfodyena ungui5 15 gal. 12 train to wall/column Cat's Glaw Vine GROUND COVERS 5YM. NAME 51ZE QTY. GOMMENT5 LAWN L Hybrid Bermuda 'Old Line Tifdwarf' Annual Color To be selected by Lanscape Designer o a o po RVR 5alt river cobble 2"-4" dla 2" DEEP Over Weed Barrier 06 Decopomsed 6ranite 2" depth - rolled and compacted Galifornlo Gold' TREE GALLOUT THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.6, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LAND CAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGE (CITY OR COUNTY). DATE 5 ` i ` ®3 6Y 4WA7r AWA(;FM1ZW C31M IT SERVICES SUPERVISOR Flow C O m a a a Z J CL Z e Z a J CL W Z O Q ®Z Z cc W® cc LL .J .I Ice V z Z r Q Z _..! M 0 J Scale, 1'-20'-0' Date. 4/10/03 Sheet No. Lai I I .... .._, _. __� ........ ,. _- _. I_. —.._ _........ I::1ff"' iI.11 1 ['..::..if .._ -r _� �[ _- :-....,,.r__-....,-. _. _.__ ...T.-::_. _ .... . 1 Tf �I F 7...T.T PLAPJT LEGEND SYM. NAME SIZE QTY. GOMMENT5 A5M Acacia smallll see plan 3 Sweet &acla AS Acmic stenophylla 24" box 3 Standard Trunk Shoestring Acacia CC Gall►ste;mon citrinu5 15901. 21 Lemon f3ottiebrush QS Querars suber 24" box IS Standard Trunk Cork Cak PALMS SYM. NAME SIZE QTY. COMMENTS humills 15901. 28 Multi -Trunk 0G41amaerope Mediterranean Pan Palm Xh Gycas revoluta 15901, 3 Mu{ti-trunk Sago Palm SHRUBS SYM. NAME SIZE QTY. COMMENTS Asparagus densiflorus sprengerl 'Myers" 5 gal. Cl Myers Asparagus OAgapaithus africanus 'Peter Pan' 5901. q LIIy of the Nile (Dwarf) Caeselpinla pulcherinma 5901. 52 (D Red Bird of Paradise OCalliandro colffornlca Baja Fdry Duster 5901. 44 Gossla nemophila 5901. 46 ' Green Cassla frutescens ' green cloud' 5 gal. 24 GLeucop'nyllum Texas Ranger Green Cloud montevldensts 'purple' 1901. 41 purple OLantcw • Purple Spreading Lantana © Lantana montevidensis "New Gold' 1901. 14q Yellow © YeiloNTrailing Lantana OLantaxi rnontevidensis "White' I gal. 1_1 Nate White Lantana H Hemerccallis hybrid 5901. 68 Day Lily Rhaphiolepis indica 'springtime' 5 gal. 33 India Hawthorn porryt 5 gal. 2 ©Penstemon Perrg's Penstemon ®5trelit; is reginae 15901. 3 Multl-Trunk Bird of Paradise DESERT ACCi_NT5 SYM. NAME 51ZE QTY. COMMENTS Dasyllrfon wheelerl 5901. 21 Desert Spoon (Grey) OHesperaioe parviflora 5901. II Red Yucca Yucca recurvifol►a 15 gal. 26 W Yucca 0 Muhlerberglo ripens 5901. 53 Regal Miyt Agave vllimarian 5901. 16 DE5ERT ACCENTS NAME SIZE QTi'. COMMENTS `d ASYM. _� v `�-- LJH Lonicero japonlca holllana' 15 gal. 4 train to wall/column Hall's Japanese Honeysuckle .��J1� w Macfadyena vngvl6 15 gal. 12 train to wall/column Gat's Glow Vine GROUND COVERS SYM. NAME 51ZE QTY. COMMENT5 LAYVN : L Hybrid Bermuda 'Old Line Tlfdworf' Annual Color To be selected by Lanscope Designer o F oo RVR Salt river cobble 2"-4" dio 2" DEEP Over Weed Barrier0 D6 Decopomsed Grcmlte 2" depth - rolled and compacted �.7 'California bold' LOCATION MAP l� I � 1 J ° 090 0 y ° 0 & I "� ✓ ° ¢° 0 ° 0 0 o P oog 0.- o 0 0 0 o° 8, P oo °o ° ° 0 03° o ° ° ° ° °� 0 0 8 y �Q ?0 0 0 00�8 — o° 0 0 ° o o g%o,o — 0°po 1 J MATCHE I NE SEE S-H ET L.3 bUTCEUM SEE SHEET Lo oft I� ® 1® 2® r__=2AFH I C� SCALE III 101_011 s THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGE (CITY OR COUNTY). DATE 5 `� � dam. BY WATOnNIANAGEMENT §01FLIALIST ,�DEVELOP+AENT SERVICES SUPERVISOP mI (� 70;10 t0 m m C +' Co c'c CC N cO m �w O NC N .QLi m 3 C ® a a a VA of � Z �o �Z S o " to M E �Z d� Q NLn -IN$ 0) z O O� Z Z LU cc LL J Q �e cc Q V z ZQ 0 D O J Scale. 1•- 10,-0• I Date' 4/10/03 Sheet No. L02 L—$i9Z_ PLANT LEGEND TREE-5 SYM. NAME SIZE QTY. COMMENTS ASM Acacia emaltil see plan 3 5"eet A o,,la A5 Acacia stenophyila 24" box 3 5tandord Trunk 5hoe5t; my Acacia Cr, Callistemcrt citrinus 15 gal. 21 Lemon BoWebrush 05 Quercus suber 24" box I8 Standard Trunk Cork Oak PALMS 5YM. NAME 51ZE QTY. COMMENTS humllis 159(31. 28 Multi -Trunk OGhomaerops Mediterranean Pan Palm Cycas revoluto 15901. 3 Multi -Trunk zoSago Palm 5HRt165 SYM. NAME 51ZE My. COMMENTS 0 Asporagw denslflorus sprengeri 'Myers" 5 gal. q Myers Aspardgi s Agoportlws afrtcanus 'Peter Pan' 5901. q Lily of the Nile (Dwarf) Goeselpind pulcherinmo 5 gal. 52 Red Bird of Paradise 0C,allian&o :ailfornica Bala PC" Duster 5 gal. 44 Casslo nemophilo 5 gal. 46 Green Go:59lo 0 Leucophyllxn frutescens 'green cloud' 5 gal. 24 (�) Texas Ranger Green Cloud Lantana montevidensis 'purple' 1901. 41 purple ■ Purple Spreading Lantana E> Lantana rnontev(densis "New bold' 1901. 1441 Yellow YeilowTrailing Lantana • Lantana monteviderels "NlEtite' 1901. 1'7 mite Rite Lantana Hemeroca' Its hybrid 5901, 66 Day Lily Rhophlolepts Incilco 'springtime' 5901. 33 India Hawthorn ponl 5901, 2 ®Penstemot Pen's Ponstemon 5trelitzlo regime 15901. 3 Multi -Trunk 0 Bird of Paradise DESERT ACGENT5 5YM. NAME SIZE QTY. COMMENTS y Doeylirlon wheeler} 5901. 21 Desert Spoon (Grey) OHesperoloe parviflora 5901. 11 Red Yucca /'C> Yucca re ,urvifolia 15901. 26 Yucca ��J (+) Muhlenbergla ripens 5901. 53 (/ Regal Mist Agave Alkriarlon 5901. 16 DESERT ACCENTS SYM. NAME SIZE QTY. COMMENT5 I-JH Lonlcera Japonlco 'halitona' 15901, 4 train to wall/column n Hall's Japanese Honeysuckle w Mcicfadyeno urlguis 15 gal. 12 train to wall/column Cat's Glow Vine GROUND COVERS 5YM. NAME 51ZE QTY. COMMENT5 L Hybrid Bermuda 'Old Line Tlfdwarf' Annual Color To be selected by Lonscope Designer c °000 oo° RVR 13alt river cobble 2"-4° dla 2" DEEP Over Weed Barrier .': DG Decopomsed Granite 2" depth - rolled and compacted 'Galifornlo Gold' .10 t LOCATION MATCHLINE SEE SHEET L°2 DG t J-1 1 O ✓, - O (D PALMS TO BE RELOCATED ° o° O ° o • v/.... ; 14 �, °00° V+ \ ° %° ° '0 °0 o• + � O O O •`\ 0� + e o o + O GG 0 ® r_ i..i\ PROPOSED j `;'' 0 OFFICE BUILDING', O o `\ D� + 00a+� ® + °0°°0o°0 o°o° �°°• \ O p ® CD • ® O °° ° Q O ( °0'°0 + + °°'°° III! O o o + 00 °o0 0 { I J `./ ° o O ,. -,•,_ .., MA SEE SBEET L.2 RELOCATED PALMS CITRUS FROM OTHER LOCATIONS { ;> CO H H + G TRUS o ,__61�ANT BIRD > U MISG. PERK + O O O O o00 � O I OOo O CD � O r O �\\0 O �o O 00 ® I I O � RoivER GOBi_E o o O ® � \ O 000 0 O OOP I O ° 8 • \ O O O -- — ----- — --- — -- ------ 'o O 0 0 °o0 0 0 °°0 ° °° ® ® ~~ oPo° O°b O$o O/°O°°0° oO,.o ® ° CBoOV-'°o0 ° D.,r0 ° ° + °0 A o ° 0 0 � /� � e •o � 0 9 i • • LII> Fim) 70;"o (0 4co ) - . _•� r+��' wwr�r", . � • • •t 1,�'' III\wj SYMBOL SIZE A 3'x4'x2' ± 1-I/2 tons 2'0x2' ± 3/4 ton B G 3'x I'x2' ± I /2 ton D 2'x2'xl' ± I/4 ton O 10 20 am GG 8 i=1NI5H GRADE ALL CAVITIES AND VOIDS —..... — ..... SLOPED GRADE ARE 70 BE BURIED FINISH GRADE �(1�1=IIIII=5 I III-111111=IIIIII�(1f�lll LEVEL GRADE � ALL GAVlTIES AND VOIDS NOTE: ARE TO BE BURIED BOULDERS IN CLUSTERS ARE TO BE SET AT VARIED HEIGHTS BOULDER i✓'LAGEMENT 1DET,41L N.T.S. 0 • THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 1 D.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LAND,WfPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGF_NKr/ (CITY OR COUNTY), DATE S"? -rJ3 BY R C&I@e 1'-10'-0° Date. 4/10/03 I CD CD CD 0 CD BACKFILL SPECIFICATIONS B. Back fill (for plant holes): BACKFILL MIX FOR DESERT PLANTS Back Pill Mix TO BE NATIVE 51TE 501L ONLY. (9 parts by volume on -site soil 4 parts by volume nitrogen stabilized organic amendment I lb. 16-20-0 per cubic yard of mix 2 Ibs. iron sulfate per cubic yard of mix The above materials should be thoroughly blended prior to use for backfill purposes. Also, the iron sulfate should not contact cement surfaces since severe staining could occur. PIT SIZE FOR PLANTS A. Excavate pits with vertical sides for all plants, shrubs, and trees. 1) Pits for trees shall be dug four (4) inches deeper than the ball and three (5) times wider than the average diameter of the ball. 2) Pits for shrubs and vines shall be dug two (2) inches deeper than the ball and three (3) times wider than the average diameter of the ball. PLANTING NOTES I. Before any plants are planted, all planted areas are to have been graded in on acceptable manner to osssure positive drainage per the grading notes. 2. 5eporote all shrub/ground cover areas from lawn areas with 2"x 2" redwood heoderboord or 3 layers of redwood benderboard with staggered joints (refer to planting plans). Stake heoderboard with"x 2"x 12" redwood stakes spaced 48" on center maximum. 3. Plant shrubs a minimum of 30" from all landscape light Fixtures. 4, Where circumstances permit, plant no tree closer than 15" to on edge of paving or headerboord. 5. Remove all stakes from vines 6. Refer to planting details. i. Whenever possible, use plant materials acclimated to the Coachella Malley. S. Landscape contractor when tying vines is to use a drill to establish' the pilot hole to receive the red -head portion of the molly. 41. Anon tying vines or espoliers, wires should be spaced as follows: let (2) at I'-&" apart from finish grade, the next (5) at I'-0" apart to make the top wire at 6'-0" above finish grade. Aires should be a minimum of 5'-0' long center on plants. When vines or espaliers are closer than 10' apart, use a continuous wire between both plants. 10. For protection of trees in turf areas leave a bare area approx. 4" away from tree base in all directions. For plant pit size refer to specs. I. AARNING Plant material listed mo or may not have been approved by the Agricultural Commissioner's o�fice. Landscape contractor, please contact the developer for status of Agricultural Commissioner's approval or denial. Plant material not conforming Hith quarantine lows may be, destroyed and civil action taken. All plant material is subject to inspection at the discretion of the Agricultural Commissioner's office. All plant material must be free from Red Scale (Aonidiello ourantii). 12. No shrubs are to be planted within 10" of hardscape, measured from center of shrub. PALM TREE PLANTING NOTF5 I. Palms shall be planted using established planting procedures. Refer to palm tree planting detail. 2. Palm tree root balls shall be trimmed or cut to ensure recovery from transplanting shock, 3. Palm trees must be in a healthy condition at time of delivery. Palm trees determined unhealthy or damaged at time of delivery or installation shall be rejected by contractor and replaced by subcontractor at his expense. 4. All palms shall be cleaned of excessive dead and ragged fronds or frond stubble. Gut fronds should be cut to a maximum length of 6". 5. Galled out heights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS. 6. Palm trees to be properly watered in and soils properly tamped around the root balls when planting, leaving no voids of soil around root galls. "f. Palm trees shall be planted vertically, unless noted otherwise. e. Trunks should be rough with frond bases still securely attached. 41. Trunks may not be totally skinned unless noted to do so. 10. Trunk bases may be skinned to a maximum height of 3'-4' (taller trees 6) II. Skinned areas above the 6' level Hill be accepted, at the direction of the Landscape Architect. 12. Care should be exercised in the cabling during transport and planting so as not to damage or loosen bark. 15. 5evere cracking or holes in the basal trunk area will not be acceptable. 14. One initial watering will be performed by subcontractor. Basin Hill be left on each palm so subsequent watering can be performed by others. Basin is to be removed during finish grading. 15. Subcontractor to untie frond tops (60) days after planting. 16. Palm trees shall be planted a minimum of IS" away from building eaves. I'T. It is recommended any palm tree planted within 5' of any walk, wall or structure be planted with Deep Root root barrier to o depth of 2' minimum to protect against root damage. Ia. Aashingtonia robusto trunks are to have a minimum diameter of 14" measured 4' high on trunk above finish grade. NOTE: NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (45) HOURS PRIOR TO RELOCATION AND PLANTING. BUBBLER RAISED SHRUB TYPICAL POT I III---- IRRIGATION AND b„ DRAINAGE SUPPLY --j J, PATIO CONCRETE /-.IIY WIRE r-.17GG BOX so WIRE SIZE 20" 414 24"-36" 412 36-48" #10 48'4 OVER 010 NOTES, IN TURF AREAS LEAVE A BARE AREA APPROX. 4' AWAY FROM TREE BASE IN ALL DIRECTIOttri FOR PLANT PIT 512E REFER TO 6P6G5. ' INSTALL GUYS NAND TAUT TO PREVENT DEFORMATION OF LIFft. s..y DEPRE59HD WATERING BASIN REMOvE FROM TURF AREAS DURING MWOH GRADINS. h HEN RUBBER NOSE DYER WIRE 0 POINT OF CONTACT. 3 - DOUBLE STRAND GALYWED FIRE GUYS SPACM ER. Ago" TREE COVER I'V1/2 t PVC. PIPE, NOW OR T aNS 3' LONG. BACKFILL h6X PER SPECS. 5P.E SPEGiPIGAPW T}p5 SHEET. i-- FINISH GRADE FOR PLANT PIT SIZE REFER To 9MCMAT06 TH15 SHEET. IIII" 2x4)W RDWV. DEADM AN Cif aORa FOR WIRE ex PLANTING PIT TO BE 5 TIMM THE 514' OF ROOT BALL POT PLANTING, $ IRRIGATION DETAIL SPECIMEN TREE PLANTING $ GUYING E N.T.5. A N.T.S. FLORESCENT U" ' ''' " (TYPICAL) FINISH GRADE COMPACTED 5 ROCKET PERM (INSTALL PER i• CONDUIT OR DI E3URIAL ROMEX w1r, « STAKE ALL TREES 241BOX AND 94ALLER IN TURF AREAS LEAVE A BARE AREA APPROX. 4' AWAY FROM TREE BASE IN ALL DIRECTIONS Wi TIES (2 EACH) DO NOT NER TIGHTEN, ALLOW TREE TO fOVE 50ME NbAT TO BUILD ALIPER 1/2 t LODGE POLE PINE REE STAKE (2 EACH) WATERING BASIN B40VE FROM TURF AREAS 1JRUY FINISH 6RADIN5. ACY.FILL MIX. U5E NATIVE SOIL MIXTURE EE SPECIFICATION ABOVE NT PIT SIZE IPIOATIONS THIS SIFT. PLANTING PIT TO BE 3 TIMES THE SIZE OF ROOT BALL FLOURESCENT LIGHT FIXTURE B Ntil TREE PLANTING 1N/ DOUBLE 57AK 1 NG N.T.5. N.T.5. -- -- 2 EACH 1/4" HOLE5 DRILLED \ IN BA5E OF ALL BULLET LIGHT \T FIXTURES FOR DRAINAGE FINISH GRADE ' COMPACTED 5U6-61RADE ROCKET PERMA P05T (INSTALL PER MANUF. 5PEC5.) CONDUIT OR DIRECT BURIAL ROMEX DEPRESSED WATERING BASIN TO REMAIN DURING PLANT E5TA13LI9#-IEW PERIOD. BACKFILL MIX PER SPECS. SEE 5PECIFICATION5 THIS SHEET. 11tt~�1uNki-916; FOR PLANT PIT 51ZE REFER TO 5PECIFICATIONS SEE TH15 SHEET. NOTE, UNTANGLE MATTED ROOTS BY L005ENING ALL ROOTS ® EDGE OF ROOT BALL W! WATER FROM HOSE, DO NOT CRACK ROOTBALL, 0X \- M"INS PIT TO BE 3 TIMES THE SIZE OF ROOT BALL BULLET LIGHT FIXTURE SHRUB PLANTING N.T.S. C N.T.S. FLOURE5GENT LIGHT FIXTUTE ® CANOPY TREE LIGHT SETBACK N.T.S. m 'v w C 0 m 4 C a a a a ;Z pNy� U Fa M 5r 1Za 'y '•E E V N e0 U W a 0 Z 4LIB. Z ^ J (L Scale. 1•-t0H-0• Date. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT 4/10/03 IN ACCORDANCE WITH WATER CODE .TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LAND SC PE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AG EN (CITY OR COUNTY), Sheet NO. DATE BY WATE NA,G li ECi i5T ■ DEVELOPMENT SERVICES SUPERVISOR EMITTER LEGEND TREES SYM. NAME 51ZE OTY. EMITTER A5M Acacia smallll see plan 5 (2) 1401 Sweet Acacia AS Acacia 6tenophylla 24" box 3 (2) 1401 Shoestring Acacia GG Gallistemon citrinus 15 gal. 21 (2) 14Oi Lemon Bottiebrush G6 Ouercus suber 24" box 19 (2) 1401 Gork Oak PALMS 5YM. NAME SIZE OTY. EMITTER Ghamaerops humills 15 gal. 25 (2) 1401 0 Mediterranean Pan Palm Gycas revoluto 15901. 3 (2) 1401 Sago Palm SHRUBS SYM. NAME SIZE OTY. EMITTER OAsparagus densffloru5 sprengeri 'Myers" 5 gal. CI XBT-20 Myers Asparagus Agapanthu5 africanus 'Peter Pan' 5901. 9 XBT-20 Lily of the Nile (Dwarf) uicherinma Inla Caesel p p 5901. 52 XBT-20 Red Blyd of Paradise 0CaIllmdra californica sajo fairy Duster 5 gal. 44 XBT-20 Gassia nemophlia 5 gal. 46 XBT-20 ' Breen Cassia frutescen5 'green cloud' 5 gal. 24 XBT-20 OLeucophylium Texas Ranger Green Cloud montevidensis 'purple' 1901. 4'1 XBT-20 OLantana ■ Purple Spreading Lantana Q Lantana montevidensis "New Gold' I gal. 14el XBT-20 V YeliowTrallin9 Lantana OLantana monteviden515 "Mite' 1901. 11 XBT-20 White Lantana H 0 HemerocaHls hybrid 5 gal. 66 XBT-20 Day Lily Rhaphiolepis Indica 'springtime' 5 gal. 53 XBT-20 India Hawthorn parry( 5 gal. 2 XBT-20 OPenstemon Perry's Penstemon 5treiltzia regime 15 gal. 3 XBT-20 Bird of Paradl5e DESERT AGCENT5 5YM. NAME 51ZE OTY. EMITTER Dasyllrfon Yiheeleri 5901. 21 XBT-20 Desert 5poon (Grey) OHesperaloe parviflora 5 gal. II XBT-20 Red Yucca Yucca recurvifolia 15901. 26 XBT-20 W Yucca OMuhlenbergla rlgens 5901. 53 XBT-20 Regal Mist Agave villmarian 5901. 16 XBT-20 VINE5 NAME 51ZE OTY. EMITTER p .SYM. - ✓�-- :=� LJH Lonicera Japonica halliana' 15901. 4 XBT-20 Hall's Japanese Honeysvckle MU Macfadyena vnguls 15901. 12 XBT 20 catvs claw vine 0 101 - 11B 2 i I__ 1 i/2" LAWN ROB 21 � LAWN' I �® t� ® ram• I I •! EXI5TING, PCjG � AND METER EXISTING I'i`R � 1 �t1 BAGKFLOW �- i IB 16 I" TREE 12B 20 (" TREE 6B 18 LAWN I/2" LAWN e5E3 _ 16 1 1/2" LAWN -7B 21 1 /2 " LAWN I q B 21 1/2" LAWN IB 25 11/2" LAWN 5B 18 i 1/2" LAWN 4B 2I I I /2 " LAWN ®r •,°.o• -a _ LEI• J [*� },, .. . __. a .� \\ `' •y 'a •'�:--..rid > i.F\-- ,/,'ar \.�./.xc DRIP ZONE •r _ 6 STATION 3 WALL MOUNTED CONTROLLER EXISTING SLEEK/ 6; 0 ,20 40 O AFH I C SCALE I11 = .20 I-011 La,Quinta Griil ;ZONE k ' MAXIMUM ALLOVV.IBLE WATER BUDGET _.. :.._ : orrversron Conversion ETO i ETAdi Sq Ft Ga115gFtflnch Gal to Cu Ft = MAW B WB ...._..,. _746 x _. .... 08.,x. .�yix._ 5..._.._, _0.62 j 748 2p17 CCF ;ESTIMATED WATE R R E G1U IRE ia1 E N TS„ ;Total Dnp Shrub Tree & Ground Cover Areas 589° Sq Ft ;Total Bubbler Shrub Tree & Ground CoverAreasma Sq Ft TotaiSpray-T'M..., 26Y° Sq Ft _f _........:- To1alPiantedArea i 88% 36023 Sq Ft ... Total Arrlual Bed Bubblers . r. _... 12% 1 ' .Sq Ft s Landscape t00%) - ..._..__ .._,. _ .... .-,. _ . 100%7 ., .... ., .._. 40_79 Sn F. NONTHLYETI _ _._ ..!_ Ilnches Season Months i ETmInches 7585'snnng _.. Feb Mann &Apnl. _.. .;353 464,76E _-,_ 46.21 Summer ; May June,July Aug, & Se _t. 8 54 1 Ll 39, 9 86, 9 15, 8 27 I _ 12 54 Fatl . „Oct Nov Dec & Jan 6 10,2J2,177,125 _... , . `CROP COEFFIENCYFORTURF .. APPENDIX "B GVWD MANUAL I _.... Ad)usted Average Coefflency} Cool Season Turf & Warm Season Turf 1 ;KCCool .80 62 78 Springy.-_ Feb March &April 49 58 80 :KC Coal60 41 68,5pring j .. ;,,•,,.__.... .:. .:........ . May June,�uly, ug _& Sep_.82 68 41 „41 _36.... ;KC Coal80 52 65 Snrmry Oct Nov Dec &Jan 69,v46, .47 STANDARD IRRIGATION COEFFIENCY P. Shrub & Trees 90 Crop Coeffiencyfor Shrubs 60 ;Spray Shrub s GlnundCover&Tree�5 ;Spray Turf 80 ...._, . USAGE CALCULATIONS a. ._._._ .'.ETAdJ ; S.q, Ft GaLto Sq Ft_ Gal to Cu .Ft MAW 6 _ iDnp Shnlb�Trees &Ground Cover Areas Spnny 15.86 X 21190 x 23503 x _ 0 62 y/, , i 748. 72 0476 Summer 46 21 x 33190 x 23503 x 0.624 748 330.081 ; Falli inter 12 fA 2,V 90 x 23503 x - _ - ,., _ 0-62 ! _ 748, 60 1448 .......... .._......._...--_...................__..'.,.,_.,._.....__..i._..._.>._..,..._...__.......... Bubbler - Trees & Ground Cover Areas _. w.. Spring _. _. -15 85 x _L_.... .. _ . 581 75,x...i ....... 2100 X _ .... . _0.62f ... _ _. _ . _. 748 1 21 3356 Summer 46.21 x 58f r 5 x 2100 x 0 62 1 748 62.2031 . ,.._ FaIiNUlnter 1254 x._:. _ ......_; ..581.76'x -.2100;x 0.62f1 _,_.. _. 748 16881 Spray- Turf _., _.... . pprmg_.... 1585 xx... .... ..._..0.62. 748:._.,..124178 ' .. ... ........:681.75 Summer 4621,x 56i75.x '• . _.10425.x ._._... _ 10425x 062! 748 29814E _.._, _...._ . aFaIINVinter 12 54.x 6D! 751x _ _.... ..r._ - _ 10425 x 0 62 1 748 86 6869 _................ ......._'.- ........_. Bubbler -Annual Shrub Bads __... ........ _.. _. Sprang r 15 85'x .58/.90:x ....,. 4751 x 0 62 J ?A8 40 2244. Surnrner 46'1 x _ 581.901x, 4751 x '.. 0.62 748 117273 , Fatlffiriter 12 54 x ! 58190 x 4751 ,� D 62 ! 748 31 8242; rar c v�Aalv%L..avnnn.�..... .......... _;. _ „ PIPE SIZE MAX. ALLOWABLE FLOW I/2" 5 C�PM 5/4" 10 GPM I" 16 GPM I-I/4" 26 GPM I-I/2" 40 GPM 2" 60 GPM -REFER TO PLANT L15T / EMITTER 50HEPULE FOR EMITTER MODEL # AND GPH FOR EACH PLANT SPECIES TH15 SHEET. -REFER TO EXAMPLE DRIP EMITTER LATERAL 5Y5TEM DETAIL 5HEET L4. -IS" 5PRAYHEAD SETBACK AT ALL CUR55 AND 51DEWALK5 LAWN SPRAY HEAD LEGEND SYMB01. MMWACTUiER MODEL NO. DESCWTION NOZZLE RADNS tam PSI PATTERN 0 RAINSIRD 1804-SAM-PRS 4" POP-UP SPRAY HEAD 10-VAN 10' 2.6 30 VARIABLE RAINBIRD 1804-SAM-PRS 4" POP-UP SPRAY HEAD 15-VAN 15' 3.7 30 VARIABLE DRIP IRRIGATION LEGEND SYMBOL MANFACTR#IEA MODEL NO. DESCRIPTION NOZZLE RAMS FLOW Pei PATTERN GPM • RAINSIRD 1401 SERIES BUBBLER 1401 - 1.00 25 FULL !� RAINBIRD UXB-360-050 EMITTER BUBBLER UXB-360-050-FPT 18" O.C. 35 GPH 30 FULL DRIP ZONE RAINBIRD XBT XREI-BUBBLER XBT-20 - 2.0 GPM 30 DRIP + SYMBOL INDICATES BUBBLER GROUPING. REFER TO DETAIL ON SHEET. 0 RAINBIRD ESP-6LX+ 6 STATION RESIDENTIAL HYBRID CONTROLLER. RAINBIRD ESP-24LX+ 24 STATION RESIDENTIAL HYBRID CONTROLLER. ® RAINBIRD "DV" SERIES ELECTRIC CONTROL VALVE FOR TURF AREAS AND TREE BUBBLERS, SIZE AS NOTED ON PLAN. ® RAINSIRD XCZ-100 ELECTRIC CONTROL VALVE KIT FOR DRIP AREAS PLUS PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN, 1110�4 KBI #MIP-1000-T BALL VALVE (LINE SIZE). REFER TO DETAIL ON IRRIGATION DETAIL SHEET O RAINBIRD 3RC 3/4" QUICK COUPLER REFER TO DETAIL ON IRRIGATION DETAIL SHEET - - - PRESSURE MAINLINE PIPING USE SCHEDULE 40 - SIZE AS NOTED NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200 FOR TURF AND PALM TREE BUBBLERS ® -- • -� DRIP SYSTEM PIPING FOR ZONING INDICATION. LARGER DOT INDICATES END OF BACKBONE LATERAL aIRRIGATION POINT OF CONNECTION - 3/4" IRRIGATION POINT OF CONNECTION FROM WATER METER SOURCE. 61 'NOD 91-16;SR Or 411& PIPE, CONTROLLER NUMBER INDICATES FLOW IN GALLONS PER MINUTE EM INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE DENOTED TREE-5 WITHIN 10 FEET OF HARD51GAPE, WALL5 OR BUILDINGS TO RELIEVE 'DEEPROOT' ROOT 5ARRIER5 PER MANUFAGTURER'S 5PEGIPIGATION5 THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10'8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGE Y (CITY OR COUNTY). DATE 5 -`7 a 3 BY WATER, MANAGE ,8fECIXIST Rn'O 7vio- 7 N Om r. N tC QL 0 W O &, O goN ,r,, -R ' m OM Lro- a a a a w (j) z O sLL i� Oa Z z W cc U. JQ . j rr Q Z Z M 0 Q Scale. 1w® 101_01, Date- 4/10/03 Sheet No. ■ KEY M" I � � -.. _ 11 :. , .. �.._-1 l -,.. _.. .,. - .._ ... __.,•#'A'T^"'»n?19nlrcnSF'1',aff"'^,'i'T-; PIPE SIZING CHART PIPE SIZE MAX. ALLOWABLE FLOW I/2 5 Gi'M 5/411 10 6PPM 114 16 GPM 1-1/411 26 CSFM e/211 I r� 40 GPM 211 60 (SPM -REFER TO PLANT 1-15T / EMITTER SCHEDULE I FOR EMITTER MODEL # ANZ) 6PH FOR 1 EACH PLANT SPECIES TH15 SHEET. -REFER TO EXAMPLE DRIP EMITTER LATERAL SYSTEM DETAIL SHEET L4. - IS" SPRAYHEAD SETBACK AT ALL CURBS AND 51DEY4ALKS DRIP IRRIGATION LEGEND 12. bl. I -all Oc Na Dec & Jan, ; 6.10 2.72 1.77 1.95 _._..,._ - :... _, 12 54 Fall .Oct. Nov. Dec & Jan 610 2. 1. 1 72 77 95 . r _.., .._:._.. w......._., _. _-....,......_._..x........._ ...... __._._.,_.,.._._....,..,_ .._.....,.__,. s I ,--l.... . - _... CROP OCEFFIENCY FORTI_RF f I ', APPB\DC4 "B' CVI� MM!_IAL ; ' i : s I CROP CO�FIEi Y FOR 11JF� '..,....,_ I APPENDCVtiAt� RMhIJAL 3 " _ . __ _ _-.._..-...-.._-.. __......................._..._.-I.-........._....__._....___-._.._.. ... ..-...... _...._. ..-._.._...,...,._._..._.......................___.1....___........ ... ....-_. _.:_. _.... ....._..,. ._.... ._...,.__: .._.. ._. ,.. Rcjuq@q?A ageCoOfalcy___. Season Turf&V!bmSeasonTurf `• .. ..._._.. .. ....-_.... ..._._..... ._. ,... ,-_ ..-L..------....-....._.. Adjusted AverageCoeffiency ._."...-...-.. _..._. .-......_.. ..,_... .1.....-..,...._-.. -. :CoolSeasonTul&WarmSaasonTurf ;..__........- _.___.__.. - _-.,'`._...___._ _..:-Cod - _1__ __.__ .. .. KCCooI0 .62.78 rin ; I ;Feb. Perch,& nl __......_._ _.... :49,56 �_ r.._..___. ...__._. , .. KCCoo180 .G2 .78 rn Feb.,Nlch & nl 49 .58.80 _.... , ..._. -._._...... _..__... .....__.._ ..__.. _ _ _ KC Cool 60 41 .68 inn _ June, Ju ALI ., &S i .82, .68 41, .41 .36 i I g, _._... . _ .. .,_. _ KC Cool G0 .41 .68 r n a .. ..1... , .i. ,.. " ,June Jul r, Au ., & .. ., 82, .68 .41, 41, 30 I 7 i KC Cool 8J .52 . 65 n (kt. No✓. Dec. & Ja1. 75 .� .46 .4, r 1 _, :: KC Cool 80 .52 .65 rin :Oct. Nov. i�c. &Jan. ._. _ ... .-. _. ...,..._. .. ........... .. .......... :.75 . 46 s. . -. ;..._.....-.._..__..._.-_-., _..... _.:,. _ ._....... .-.-"'.,...._. :. ,a._...... _..-....-....., ____,. .__.-. ._ STAi�DARDII2IGATICNOJEFFIENCY ,' _ ._ .., ...... _ _. STAPJDAE�7IRWGAl10NC0EFFiETICY ....__ -.., , .. _ ;,_ __......_.. ,_._,_-..__..,_._..___.-_.,__. _._,._... _._,_ _., _...___ ,._.._-.-,..__.-._...4__.__---__....,..__-.._._.._..._.......:........... Dn -Shrub &Tr �s 90i Cr Coe>T1 forSlrlbs % .60 P.-_.... __ _..:.,_- ......_.._......._.._:.__....-.....,__a?..._.._ L...-......:.,._. ....._ .... _-_ . , _. _-_ S1ru &Trees f r [a1 b { .90: Cr Coeffien o drubs i .60 ` P `?I?... .. ....__._ _- _... _ . ... _. _.... Y, 1 ...___............._. .._-w_.,_......_...;.,,_ ._. _.._ ...._..__ ..._._. S�xar Strtb,_GrourxlCo✓er&Trees .75 ? i > r. . _,_. ra Shrub Ground Cover&Trees, 1.75 _ _SY...__.......... __.... '.. ............ , ___...__-_. U . ; : S T rf pr 80 r 3!.._ ...... r Turf 80 t - ,,. ..._ ... ... _ . . _.,, .. __ f ...__.. __..,._.. _� _.._ ... : ,. _ { t USAGECALCU_An `: i . _.-...,-_.._.._._.._.._.._.._... w USAGE CAL C LATiONS _.....a,..... _. _. .. _.._.-.. _.._ ,....._......... .. .. ......_.......,..._,_..,...,.-..,.......,..-. b_... ._._. _.. _. .. .. v_-..-i i .. .. _....H-.._.. .._........._ ... ...... ....... ..__ _.,_.. r. _. w_........ ;_.. ;_ _ IEfO 1 ET : IS Ft. =Gal, to . Ft. Gal. to Cu. Ft. ; ':M.A.WB.; . c6__.........__. Sq........_ .... . - -- ETO ETA Ft. ' S4 CAI. to Ft. ; Cal. to Cu. 59 Ft. MA.W.B.' _.. -_ ....-_..,._ ....___....... ;.___..,..._....... _..., -__ __ ., ._-., .__ ._.. -- - ._ . , i .._--_ _.__ _ __ _... '.._......_..,... ; ..;.. . _ - _._ .._ .._.__ ' _....,... __......- _. _ , : ; _ .._ _.._ ,_...... _._ _. ....... ._..,__ ? F Y .. ........ ..... ..... _.......�.._.. �. ... .q..__.y_... .- .__ �... _ C ..i-.. Fourta n _-.._. • I 1 .. , __ .-....._. Shrub Trees & Cround Cover Areas _J.. ............. . _ . _... .., L........_. .... ..,. ...... ..__. +__,..__.. _. __....... _,_...._ _.. . _..,F__._._... ._ ._,,...... _ _ _.... _._.._- .:..._ .. _._. - .....,__ ,... ._:,... S in 15.851x 1.i lx 254 x s 0.62, ' 748:= ' 0 ?7863 i - i_ ._....... : rin 15.85:x 21190 x : _-._._... O x 0.6211 ; _ _... _ . 748 - ' 0 s- _. f. _,_ ..._..... _ .- .y...-,_,- .._..... .. ......,.._ ._,.,,._-_,_. .- . ., Sumer 46 21 x 1.1;x '• 254, x 0.621 i 74$=. = 13 56723 r w_ .._-. - ................______.._... ,...-._._ ._..-.1 .... _...... _... _.._... _-- Surrmei 46 21 x 331901 x _,._ _._ _ V O: x 0.621! __... 748, = 0; _. _... _ FaIIFlMnter 12 54: x I - 0 70403. _........-._.__... 1.1;x 25 Ix..,-,_.-.-- 062'1 7A8 _.-. ..._.._... _._.-...._.. _... .. � _ __...._,_:_._._ IINNnter 12.54 °x ; 24190. x Fa.. _..". ,,.. ._.. -..._. - ; 0 x 62 ! _. . _ ., .... _.. - r_ - ��... ...._,0' w . _...... ; ._. _.....,..... _..... _ ..... _. _,_.. _....... I.,...I. __. a... . , , , ! } S Shrrb r E F+ ad T ses Ground Cw-er Areas Ei.. b_ Annual Colo r _ __. _ S(rin _.. 15.E x ; 58f.75Ix s O x 0.62:! 748:= 0? _......_.... _........... ......_.._._.._. _... _...�-..,_G.... i--,._._ --i__ ._,_._ .._.. ... nn9._.. 15,8?x . ._ __. O9rx --_ _ . 749x. ...... 0:62"1 ......... :.. :.. 748. : 760971. ._._.. __---- .._.._. .. Sumni ff : 46.21:X ; ° .58,'.75ix O x € 0.62 f i 748'= ' 0's ; Simmer 46 21 x 0.9 x 749 x 0.621 748. ; 22.1858i - _._._.4 _ ..._..; __...._._ .._. , _.,__._....... _....._t. _._......... -._ .._ -i __,..,._...__..._,_ ._._._...._...__ ._..__ _..._..... - _.,-... fa. lfflnter, 1 12.54 x .58(.75 x ; Olx 1 0.62. 748;= OE i _ . _ _._ ..._,.. - _--.._. _... _..__. _._ , __..._ _ __.. _ _..__ _....._. __..._. _ .._ _ - . ....... _... _._. .. --E . - - s ....-.._.,.;.._ FallrtMnter 1254;x : 09ix - - - ..... ; ... ........ 749 x 0.62'l 1 .... ....., .... .Y _ .. ... , 748(- ' &02055' _. - ..... . _ ._.... _ .... r r ...._._...._,. __.,. _.._.,__........... _..�.__... _ ... _........ _ . t : t rt ._s-- '---, _;_ .,,_.-. ._.__.... ._s ..._.. ... -+-. .� _. <. _ - - 'i'_ _"_ _. :.._. .... _....... .I . , . S Turf . , r - Turf S n 15 x `• t 9 85 . 6� x O,x 0.62i! 748 0( nn 15.85' 68l.SO;x Sp x 0 x 062:f 748 0: ' - _. _. _ . S urrrll r 46 1 O°x '• 0.62i1 74$ 01 ! 2 > ' S6 is _._, __ Surrm� 46.21:x 561.80`x - - . 0 x 062I! 748 0€ .ix e �FalINVInter......._.1 � 1 X_. ' 0,80 x 0ix.__i 748:= I 01 i __ FalMnl:er 1254 X ' - i ' :. ... 748. 0: . 9 .... ._..,.., ._ .,.......... ..._... .... . _ ._. ... _. ,_. _ ..._ ... -. .. ......... ........ .... _.. .., .S .. ,...__.._062;! .'. . • .........._ . ..:601.80,x,._ ........._..Olx .. .....062 .... .. ..... .. ....... ....._ !TOTAL ESTIMATED V1tATER REC URED ' i '• t ' S.0498Q. ! i TOTAL EST1NlATED ANJUAL WATER REC.I Jl RED _ .. _..... _.. 35816 ,ANNJAL _ . _.,.........- .. _.__.._ . , _._.y., _v . ..._..._ -..., _ _ .._.__.. _._.._- _.__...1 _ _....... . __..._.. t.., . _ ..s....;._.. _. .,._ �._-....... r c : CCF EV w - . _... -_ .._. _. _... _-_., _. , _. CCF EVUJ _..__. _. .._ .._ .. -- _ ,.... _._.. _ . - _,. _ .. . : ... i ... .._f... _ ....._, ... ....._._..r - • . ' i. I _. _ ., ..-.. .... _..,._ _ ._ _ ...__.... a _ _ . .. . , , :, _ r. _.-,:._ __.___.._.._�.._._:_.._.___._...._._>. _ _...... _._ __.., _ _ , . : t , ....._,_-._. ; , -y. SYMIXX MwIlonw MODEL NO DESOWTION NOZZLE RAM FLOW PSI PATTERN GPM ■ " RAINBIRD 1401 SERIES BUBBLER 1401 - 1,00 25 FULL DRIP ZONE R4INBIRD XBT XREI-BUBBLER XBT-20 - 2.0 GPM 1 30 1 DRIP • SYMBOL INDICATES BUBBLER GROUPING, REFER TO DETAIL ON SHEET. n RAINSIRD ESP-6LX+ 6 STATION RESIDENTIAL HYBRID CONTROLLER. RAINBIRD "DV" SERIES ELECTRIC CONTROL VALVE FOR TURF AREAS AND TREE BUBBLERS, SIZE AS NOTED ON PLAN. RAINSIRD XCZ-100 ELECTRIC CONTROL VALVE KIT FOR DRIP AREAS PLUS PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. H KBI #MIP-1000-T BALL VALVE (UNE SIZE). REFER TO DETAIL ON IRRIGATION DETAIL SHEET Q RAiNBIRD 3RC 3/4" QUICK COUPLER REFER TO DETAIL ON IRRIGATION DEIAiL SHEET - • - PRESSURE MAINLINE PIPING USE SCHEDULE 40 - SIZE AS NOTED NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200 FOR TURF AND PALM TREE BUBBLERS *'•- • -e DRIP SYSTEM PIPING FOR ZONING INDICATION. LARGER DOT INDICATES END OF BACKBONE LATERAL aIRRIGATION POINT OF CONNECTON - 3/4" IRRIGATION POINT OF CONNECTION FROM WATER METER SOURCE. PIPE SLEEVING SHALL OCCUR UNDER ALL MAJOR HARDSCAPE. SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. INDICATES CONTROLLER NUMBER INDICATES FLOW IN GALLONS PER MINUTE INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE * DENOTED TREE-5 WITHIN 10 FEET OF: HARDSGAPE, HALLS OR BUILDINGS TO REGIEVE 'DEEPROOT' ROOT BARRIERS PBZ MANUFA6TURER'5 5PEGIFIGATION5 i " i 6 I iff i�iilll!11% � i 11 111, iiiiiiii� I Cc i 1, 1 I 6 STATION ' 3 WALL MOUNTED _*- - _ CONTROLLER EXISTING 5LEEVING --------------- L ECADZ I �" __ _ ___ .-----0 . - - - "I // --____IN", ti I' a \\ ` _ ____-.10"0VWL e 2�� _4 : 1// . rw ram-.'n'u°.+ --i- 1 S6S I 1 5.39 ..��....��??''-01� + - %` I,- -. r' , a45,56 - _ '�:�.. 11 4 xx9 0 :i 1 1 1 �,-,�,� d 'T, � � J. -, Y 1-1 1 4v I NL_ (2) 4" 50H 40 PVC 5LEEVING -----1 LOCATE IN FIELD -_-- r--- e .o/ / _ _. 1-1 �''.® `tea rim 71-T -a EMITTER LEGEND 0 TREES -- - --- --- -- - -- __ ` 0 5YM. NAME SIZE OTY. EMITTER 0.0 vc ��` A5M Acacia amallil see Ian p 3 (2) 1401 M � 0 5Heet Acacia e O 3 .o .a w AS Acacia stenophylia 24" box 3 (2) 1401 m -ao 0 Shoestring Acacia `_ 4 e0i a a a aGG Galli5temon citrinue, 15gal. (2)1401 a IS Lemon Bottlebru5h __ - 05 Ouercus suber 24" box IG (2)14,01 C ______) - '__� Cork Oak , AP- �'1I ,1A, 1 O _ 1 - w a .. �...,! 00No00 e 00 I ow ow/ ��' 00 i !0+- A ___` - - -�� / L L !�-�_ /x`� 0 20 40 GAF C �5CALE II C 201"0II PALMS-------- 5YM. NAME 51ZE OTY. EMITTER ______ - Gha a o ei humill 15 al. m er s 28 2 1401 p 9 v Mediterranean Fan Palm - Z 0 ) I�{ 8 Fv-1 •� N wV'= Gyca5 revoluta 15901. 3 (2) 1401 pu ao"n m 3 Sago Palm Z z '� .0. ,, ..,V � 4n E F P n gw w m SHRUBS < U C _4! u - - - 2a U v o H C h O .- m ,- 5YM. to � N SYM, NAME SIZE QTY. EMITTER o -- � N ro W 0 Asparagus densiflorue sprengeri 'Myers" 5 gal. Ll XBT-20 Myers Asparagus OAgapanthu5 africanu5 'Peter Pan' 5 gal. Ci XBT-20 Lily of the Nile (Dwarf) GaeseI In a pulcherinma 5 gal. 52 XBT- 200 Red Bird of Paradise cailfornlca 5901. 44 XBT-20 Baia0Gaillandra y Fairy Dust er Gassra emo hila n P 5 al, 9 46 XBT- 0 2 0 Green Gossla Leucophylium frutescens 'green cloud' 5 gal. 24 XBT-20 09 Texas Ranger Green Cloud montevldensls 'purple' 1901. 4-1 XBT-20 oLantana ■ Purple Spreading Lantana ®Lantana montevidensi5 "New bold' I gal- 14Q XBT-20 YellowTrailing Lantana OLantana monteviden5le "White' I gal. I"1 XBT-20 White Lantana H Hemerocalli5 hybrid 5 gal. 66 XBT-20 Day Lily G Rhaphiolepis indica 'springtime' 5 gal. 33 XBT-20 India Hawthorn O 0 Penstemon porryl 5 gal. 2 XBT-20 Perry's Penstemon ®5trelitzia regime 15 gal. 3 XBT-20 Bird of Paradise DESERT ACCENTS 5YM. NAME 51ZE OTY. EMITTER D05ylirion wheelers 5 gal. 21 XBT-20 Desert Spoon (Grey) OHe5peraloe parvifloro 5 gal. 11 XBT-20 Red Yucca Yucca recurvifolia 15 gal. 26 XBT-20 Yucca OMuhlenbergia ripens 5 gal. 53 XBT-20 Regal Mist Agave viiimorlon 5 gal. 16 XBT-20 VINE5 -_ _ 5YYM. NAME SIZE OTY. EMITTER 1 _� LJH Lonicera japonica 'holllana' I5 gal. 4 XBT-20 Hail's Jopanese, Honeysuckle MU Macfadyena unguis 15 gal. 12 XBT-20 Gat's Glow Vine THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LAN CAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AG Y (CITY OR COUNTY). S -7 , 0 DATE BY ;2"Z"�& - ! WATER G E:PLE1U1ST=:, ALM A - _ - FiIL - OPMENT SERVICES SUPERVISOR Z J a. Z O 0 cr cc V! Z a< < OZ Z cc W J J Q J_ Fr Q V Z M < 0 Z J D 0 J Scale. 1'-20'-O' Date. 4/10/03 L7,l 1596 LEGEND I. RAINBIRD XERI-SPRAY OR XERI-BUBBLER OR XERI-BUG EMISSION DEVICE 2. RAIN BIRD MODEL #PFR-12 POLY FLEX R15ER 3. MULCH BED 4. FINISH GRADE 5. PVC FITTING (5 X 5 X 1/2" FIPT.) 6. RAIN BIRD MODEL #FRA-050 POLY FLEX RISER ADAPTER -1. PVC PIPE (DEPTH PER SPECIFICATIONS). �r o°ooH ° 6 o00 8o°,o80 o°g°°' oo °O o0 oS° SECTION °° ° ° I. ROUND VALVE BOX WITH GREEN BOLT - DOWN COVER -(TAN IF IN SHRUB BED) HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FIN15H GRADE. 3. FULL FLOW, BRA55 BODIED BALL VALVE- FULL PORT 4. SGH. 40 PVC PIPE EXTENSION, VIA. TO ALLOW FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK - 5" DEPTH. 6. COMMON BRICK (2 REQUIRED). "I. SGH. 80 NIPPLE TOE W/55 PVC GOUPLIN6 6, 2" CLEARANCE. 1. PVC, MAIN LINE PIPE. * 3/4" IN TURF AREAS. 2" IN SHRUB AREAS. III-1I I1=1I I I-1I -1111 :• • r•-- Vat %. ed'.aS• LEGEND I. BROOKS #1100 10"xIO" ROUND VALVE BOX. HEAT 13RAND "FV" ON LID IN 2" HIGH GHARAGTER5. 2. FINISH 6RADE. 3. CHRI5TY'5 I.D. TAG. (SEE NOTES). 4. 3/4" GRU5HE0 ROGK. 6" DEPTH. 5. ACC PRODUGI-5 3/4"-B BALL VALVE. 6. PVG SGH. 40 MALE ADAPTER -7. 5ALGO A/R FLEXIBLE PVG HOSE MINIMUM 3 FOOT LENGTH 8. 5GH 40 - q0 DEGREE ELBOW. G. RIGID PVG PIPE. I" IN LAWN AREAS. 2" IN 5HRUB AREAS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. SECTION 101 * 2" IN SHRUB AREAS. I" IN TURF AREAS. LEGEND O RAIN BIRD DV 5ERIE5 ELECTRIC CONTROL VALVE. O RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER TURF AND TAN IN SHRUB BEDS HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. �3 CHRISTY'S I.D.TA6 - NUMBERED TO MATCH DRAWIN65. 4 FIN15H GRADE. 5 SGH 80 NIPPLE T.O.E. W/55 PVC COUPLING © PVC PIPE TO SYSTEM - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. COMMON BRICK (4 REQUIRED). �8 COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. of 5/4" CRUSHED ROCK, 8" DEEP. 10 CONTROL/COMMON WIRES FROM CONTROLLER. II PVC SCHEDULE 40 PIPE. 12 PVC Sx5 a0 DE6. ELL. 13 WIRE CONNECTOR. 14 MAIN LINE FITTING W/5OLVENT WELD OUTLET. 15 COIL WIRE PER 5PECIFICATION5 D DRIP EMITTER A<SSEMBL"( GATE VALVE . FLUSH VALVE N.T. 5 A ELECTRIC CONTROL VALVE N.T.S. N.T.S. u N.T.S. LEGEND 1. ELECTRIC EMITTER CONTROL VALVE A55EM3LY. 2. BACKBONE LATERAL. - PVC GLASS 200 PIPE, 3. FLUSH VALVE. SEE DETAIL G THIS SHEET 4. DRIP LATERAL - PVC OLA55 315 PIPE. S. BOUNDARY FOR DRIP VALVE ZONE. &. 5HRU5 EMITTER DETAIL (TYPIGALU. 1. MAINLINE 7 __- __ - - 4 50 d2 LEGEND (I NON -PRESSURE LATERAL LINE PIPING. _ =IIII=IIII U2 PRESSURE MAIN LINE PIPING =IIII O CONTROL WIRE5 - TAPE AND BUNDLE - =IIII EVERY 10 FEET. INSTALL ADJACENT TO PRE55URE MAIN LINE. .. �4 PROVIDE 2" DEPTH OF GLEAN BACKFILL. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION 2 REQUIREMENTS. 3 FIN15H GRADE. MINIMUM BACKFILL DEPTHS FROM FIN15H 6„ GRADE TO TOP OF MAINLINE 24" FOR PIPE 51ZE5 5" AND LARGER 15" FOR PIPE 51ZE5 2 112" AND SMALLER. LOCAL VERIFY -TN&TH. (TYP.) . WV60 MESH 5. B UNION. 6 INISH 6RADE. BRASS NIPPLE. (TYP.) . 5. FROM POINT OF CONNECTION ADAPT AS REO V. q. 12" x 12" x 12" CONCRETE THRUST BLOCK. (TYP.). 10. 55 COUPLING. SET FLUSH W/ RETIE (TYP.). a 7 LEGEND I. FI1415H GRADE. 2. PVC PIPE (DEPTH PER DETAIL). 3. RAIN BIRD MODEL # XCZ-100 XERI6ATION CONTROL ZONE ASSEMBLY. 4. WIRE CONNECTOR. 5. PILOT WIRE. 6. COMMON WIRE. T 5/4" CRUSHED ROCK. 5. (4) 2" x 4" x 12" PRESSURE TREATED WOOD I' I FOR SUPPORT. 9. 12" x 16" RECTANGULAR VALVE BOX. 10, PVC UNION(THREADED) FOR SERVICING ASSEMBLY. 11. RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER TURF AND TAN IN SHRUB BEDS HEAT BRAND VALVE STATION CO O NO. ON LID IN 2" HIGH CHARACTERS. co 12. GHRI5TY'S ID TAG - NUMBERED TO MATCH DRAWIN65. 15, COIL WIRE PER SPECIFICATIONS I(D DRIP LAYOUT H TRENCHING ® BAtCKELOJN PREVENTOR �p� XERI&A�TION CONTROL VALVE N.T.5. N.T.5. N.T.S. N.T.S. LEGEND 0 DRAIN GRATE O RAINBIRD 1404 BUBBLER. O PVC RISER - SGH. 80 _ATERAL PER PLAN. PIT PER PLANTING DETAILS. f GRADE OR PALM ROOT BALL OR PALM TRUNK RFORATED PIPE - FILL WITH GRAVEL EACH PIPE IS TO )" LONG. PER PALM and (2) PER TREE. LEGEND O POP-UP SPRAY HEAD. �2 WALK OR CURB. O PVG SGH. 80 NIPPLE- 4" MIN. LENGTH. U4 PVG TxT c1O DEG. ELL. �5 LATERAL LINE PIPE AND FITTING, �6 10 DEG. STREET ELL. O PVC 5GH. 80 NIPPLE- 6" LONG. O FIN15H GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE 17H AREAS. J LEGEND O BROOKS ECONOMY VALVE BOX. HEAT BRAND "GOV" ON LID IN 2" H16H CHARACTERS. 6" DIA. U2 FINISH GRADE. O CHRI5TY'5 I.D. TAG. U4 3/4" GRUSHED ROCK. 6" DEPTH, O BRASS NIPPLE. �6 BRA55 90 DEG. EL.L. MAIN LINE PIPING. 8� MAIN LINE FITTING. O BRASS q0 DEG. 57REET ELL. 10 5RA55 NIPPLE - 6" LONG. I QUICK COUPLING VALVE. I2 WALK OR CURB. * i" IN LAWN AREAS. 2" IN 5HRU5 AREAE5. NOTE: USE TEFLON TAPH ON ALL MALE PIPE THREADS. LEGEND ® I. AUTOMATIC CONTROLLER (SEE LEGEND). 2. 120-VOLT POWER SUPPLY WIRE5 IN CONDUIT. 3. PVC CONDUIT-2 1/2" 4. FINISH GRADE 6 5. 51NEEF ELL-2 1/2" 6. DIRECT BURIAL CONTROL HIRES TO CONTROL VALVES. 4 -7. 4" THICK CONCRETE FOOTING. 8. STAINLESS STEEL PEDESTAL (SEE LEGEND). 76�IIII(IINOTE. INSTALL ALL WIRING PER LOCAL CODE. II=IIII==III M TREE/PALM IRR16ATION � 6" POP-UP 5PRINKLER E QUICK COUPLER CONTROLLER CLOCK N.T.5. N.T.S. N.T.S. N.T.5. GENERAL IRRIGATION NOTES 1. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 2. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 3, 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OULTLET TO THE AUTOMATIC CONTROLLER. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO ALLOW FOR NO OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 6. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICIATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 8. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 9. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR i0 BACKFILLING TRENCHES. DRAINAGE NOTE DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS 'WILL NOT BE ALLOWED. SOME PORTIONS OF THE IRRIGATION SYSTEM WILL REQUIRE THE INSTALLATION OF RAINBIRD 1804-SAM, 1806-SAM, AND 1812-SAM IN LIEU OF RAINBIRD 1804, 1806, AND 1812 SPRINKLER HEADS TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL RAINBIRD POP-UP SPRAY HEADS WITH "SAM" FEATURE AS REQUIRED AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINAGE AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF "SAM" FEATURE SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER, THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGEN (CITY OR COUNTY). DATE BY WATET ANAGEM,&NT SKC ST DEVELOPMENT SERVICES SUPERVISOR o c 0 0 m N M C � O r � .m 3 0 c<a< z III LuG �a dR o �O vU•� h E >* C-�� -�aN Q o _j �^ tL' u5 J r_ W a Z 0 cc cc Scale. 1•-10'-0" Date. 4/10/03 Sheet No. 103 ,.... .... I I . . _,:•-r i 1.......I _- _. _. i ..I ... 7r..,. i._. i I it li 11-F- i_, TRUSS BY ml INSULATION I TRUSS CONNI STRUCTURAL SOLID BLOCKI 2X TOP PLAT AND NAIL PEJ STRUCTURAL STRUCTURAL PANEL (SIP) APPLIED HARI EXTERIOR FIN SEE STRUCTU 4: CONCRETE 4 ABC MIN. 2x BOTTOM PLATE P.T. PLYWOOD P a, aw or m BOARD CZN7= Polwr W F A" 81AA MW FEUD APPLIND. CONTINUOUS SEALANT AT CONCRETE ST AND FOOTING STRUCTURAL PREMIER BUILDING SYSTE" 3434 W. PAPAGO ST PHOENIX AZ, 85009 (800) 240-6691 PROJECT TITLE OFFICEBLDr SHEET TITLE: SECTIONS JOB NUMBER: NOTES: z o - o 0 0 �x v. DRAWN: JEFF BEASONT CHECKED: 2-4?) DATE: 6/18/02 SCALE: 1/4 1 SHEET NUMBEL.:, PBS-105 WA PREMIER/ / MASTIC i .'PICAL EACH SIDE FASTEN e 8d NAIL„ - OR EQUIVALENT ER SPLINES NOTES VAPOR RETARDER RECOMI"VNDED ON WARM SIDE OF PANEL IN CLIMATES WHERE RETARDERS ARE CALLED OUT BY LOCAL CODE. UPDATED: 12/5/00 SHEET TITLE: PREMIER BUILDING SYSTEMS Doubler Spline Connection jyATTONAr. D AFTTNGm SIGN r ENTERS PBS-1U5 NORTHWEST: 1(BDO) 275-7006 SOUTHWEST: 1(MM 24046% 14UDWEST{EAST: 1 (900)2404M PBS-165 ROOF DECKING PLATED TRUSS TRUSS ANCHORAGE VENTILATION AS REQ D AS REQ'D FOR SPECIFIC \ TRUSS DESIGN SOFFIT VENT/ AS RE(VD 2x TOP PLATE/ PBS WALL PANEL 8d NAILS s 6" O.C. or EQUIVALENT EACH SIDE ER MASTIC AL EACH SIDE UPDATED: 07/29/99 SHEET TITLE: PREMIER BUILDING SYSTEMS Truss Bearing on Wall NATTONAi. DR_AFTTN(`./DF.CrGN CVNTF.RS NORTHWEST: 1(800) 27}(80 7086 SOUTHWEST: 10)240 M • PBS-165 hODWEST/EAST:I (MO)2404M PBS-125D PBS-145 EXTERIOR FIN15H AS REQ'D BY LOCAL CODE PREMIER MASTIC TYPICAL EACH SIDE and BOTTOM G a R-GARD " E105 FOUNDATION FOAM ORY INSTALLED :TRICAL CHASE S WALL PANEL GYPSUM WALL SOARD PER CODE REQUIREMENT 8d NAILS s 6" O.C. or EQUIVALENT EACH SIDE TREATED PLYWOOD ANCHOR BOLTSAS Q'D BY LOCAL CODE CONCRETE or MASONRY ATION WALL or CONCRETE $LAS ON GRADE UPDATED: 12/18/01 UEF T1TL$: PREMIER BUILDING SYSTEMS Panel to Slab/Fnd Connection NATTONAr. DRAFTTNG/DF.$IGN CF.NTFRS PBS-125 NORTHWEST: 1(800)275-7086 SOUTHW(80 EST: 10)24045691 MIDWEST/EAST:I (800)2406691 SEE LOAD DE61GN CHARTS FOR ALLOWABLE HEADER LOADS KIWa OTLO EtJCalAlt�l¢ UPDATED: 12/5/00 SHED' TEE' PREMIER BUILDING SYSTEMS Insul Beane Header �ATToxar. DrteFTrN _mEarC.N .N c NORTHWEST: 1 (800) 275-1086 SOUTHWEST: ) (M)240.6691 PBS-225 NUDWESTIRAST:1 (8"2406691 PREMIER SCREWS • 240 O.G. TYPICAL or PER ENGINEERING ed NAILS a 6" OC. or EQUIVALENT EACH SIDE CONTINUOUS PREMIER MASTIC TYPICAL EACH SIDE 3) 166 NAILS (NTO ,'ERTICAL PLATE PLATE PRE -DRILL TOP and BOTTOM PLATES FOR ELECTRICAL CHASES CONTINUOUS PREMIER MASTIC TYPICAL EACH SIDE INSTALLED 4L CHASE GYPSUM WALL BOARD PER CODE REQUIREMENTS UPDATED: 07/29/99 SHEET TITLE: PREMIER BUILDING SYSTEMS Panel Corner Connection NATTQNAi. DRaFTTNGmFSIGN CFNTF.R$ NORTHWEST: 1 (800) 275-7096 SOUTHWEST:1 CM2"91 • PBS-145 NUDWEST/EAST.I (SW)2404M SEE LOAD DESIGN CZNrNUoue CHARTS FOR ALLOUJA5LE 5FEE TOP LATE HEADER LOADS PANEL ePLDg PER IN 4' and OPEN] APPROVED ENG!Kr_Ewi o UPDATED: 07/29/99 SIMET 1HL& PREMIER BUILDING SYSTEMS Wall Panel as Headier NATTONAr. DRAFTTN(:/DF.SI(:N C'ENTF.RS PBS -NORTHWEST: NORTHWEST:1(NO) 275.7086 SOUTHWEST: 1(S00) 240-66% • -.._ LSD0 NUDWESPRAST:I (800)2"91 y PREMIER BUILDING SYSTEA 3434 W. PAPAGO ST PHOENIX AZ, 85009 (800) 240-6691 PROJECT TITLE. - LA QUINTA OFFICE BLDG,,.,-" SHEET TITLE: DETAILS JOB NUMBER: NOTES: 4 z ® E 91 a Cn w A 4 W F�9 S F+q DRAWN: JEFF BEASON CHECKED:', ' G DATE: 6/18/02 SCALE: 1/4" = 1' SHEET NUMBER w 7 OF r i ._ REVISIONS B") FLOOR PLAN & SECTION n' 3068 HC e �. W w f COPY ROOM OFFICE cv ifl W 8'-6" CEILING 8'-6" CEILING c OFFICE CID 8'-6" CEILING T N 12'-10" a 16•4. 181-4" 12'-10" 6'-8" 6-2- 5'-0" 6'-4" o 4'-0" 6'-4" 6' 4" 6' 4" ie) �6' 6'-8" -- � —CUBICLES- 3068 HC IN CV fV Lu '-F — 3068 HC m J z U_ -17 c J W 4x8 ELEC RICAL m 4x8 HLECTRICAL 3068 HC L) & TEL CH SE U & TE . CHASE 4 `v iL> O Z W CUBICLES Z O _ co U w '- J Q W U U- iv -e g LU z W J� U J `? Q o OFFICE = O°° ' i�. co z� OFFICE r 8'-6" CEILING r C' LL 8'-fi CEILING " a CID\, O L)bo ~o 7 co 0- p 4x8 ELECTRI AL 4 8 8 ELECTRICAL IFEL CHASE & TEL CHA8 (`V P N cp o ` CUBICLES m co W 3068 HC z w m LL STORAGE o � STORAGE - --CUBICLES 8'-fi" CEILING o 12'-10" a 5' b" 6-4" 3'-104 6' 6' 4" �, 6' 4" 12' 10 we co 0 _ o :;t HALL 8'-6" CEILING 4'-11" 4'-11" T-0" 4'-7" T-11" 6-10" 12'-10" 6040 F O TEMP. 6040 F.O. TIME. 3068 HC L) 0 O N � J KITCHEN OFFICE OFFICE OFFICE STORAGE 8'-6" CEILING = 8'-6" CEILING — 8'-6" CEILING V-6" CEILING 8'-6" CEILING N 0 0 12'-6" 12'-6" 2'-4" - 12'-6" 12'-8" T-6" SINK UPP �I REFG'R CABI ET DW UD SPA_C_E UPPER --- CABINET SECTION "A-A11 SCALE' lm HEADER o � TEMP. GLASS b i 00 > 0 Lo o - t° 2x4 WALL M UNAUTHORIZED USE WARNING THESE DESIGNS ARE THE PROPERTY OF LENOH DESIGN GROUP. REPRODUCTION IN ANY FORM WITHOUT WRITTEN CONSENT IS EXPRESSLY PROHIBITED. UNAUTHORIZED USE EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS AND IS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENTS. SQUARE FOOTAGE: TOTAL: 2.700.00 SQ.FT. PLANS PREPARED BY: LENDEL VENTURES, INC. dba LENCH DESIGN GROUP A.P. LENCII 11 PRESIDENT DRAWN A.RADONI CHECKED S.L. DATE 06-12-03 SCALE 1/4=1'-O" JOB NO. SHEET TI-1 REVISIONS BY TEL ELECTRICAL & MECHANICAL PLAN SEE EXIT -_ SIGN NOTES\\ SEE EXIT SIGN NOTES\ \ TEL(� (I l TEL (I I) \ 3068 HC EXIST 'a I \ f I T tt a�, EXIST SIGN m \ Z �, SIGN \ Q 10'•x10" I �� Z 10"x10" 10"x A 8"0SA LU Du #2 8"0SA COPY ROOM X 8'0S () U 8'-6" CEILING / LL1 0 00 J 0 O LL \ LL I III\ LL Lu LL W W \ I E10"x10" &"0 SA #1 OFFICE 8'-6" CEILING 0 \ LL UNAUTHORIZED USE WARNING THESE DESIGNS ARE THE PROPERTY OF LENCH DESIGN GROUP. REPRODUCTION IN ANY FORM WITHOUT WRITTEN CONSENT IS EXPRESSLY PROHIBITED. UNAUTHORIZED USE EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS AND IS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENTS. CUBICLES V � 3068 HC 10"x1�" \ II 8"0 SA, #2 i U' 10"x10" Z THREE FLOUR.LIGH z 8"0 SA w Q TEL TEL TEL #2 /LLI EXIT SIGN NOTES: Q J 1`0 SA ELEC CHASE i / 3068 HC 1. GRAPHICS- THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT = co -&LE L. C L U 8"O SA d rEL CHASE SIGNS SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. EXIT SIGNS SHALL HAVE THE WORD & TEL C ASE m #2 �— F- TEL I TELHIGH Q TEL r z "EXfT" ON THE SIGN IN BLOCK CAPITAL LETTERS NOT LESS THAN 6 INCHES (152 MM) IN HEIGHT WITH 4 U z cub CL s LLI z Lu 1o"x1o" A STROKE OF NOT LESS THAN 3/4 INCH (198 MM). THE WORD "EXIT" SHALL HAVE LETTERS HAVING A uj J I LU J U #1 8"0 SA WIDTH OF NOT LESS THAN 2 INCHES (51 MM) EXCEPT FOR THE LETTER "I" AND A MINIMUM SPACING o C� w U 0 El o J - 0 BETWEEN LETTERS OF NOT LESS THAN 3/8 INCH (9-5 MM)- SIGNS WITH LETTERING LARGER THAN w L) LL co 0 LL LL TEL LL [L � Zo w =00 w THE MINIMUM DIMENSIONS ESTABLISHED HEREIN SHALL HAVE THE LETTER WIDTH, STROKE AND Q THREE FLouR.LIGHr Q O 50 = SPACING IN PROPORTION TO THEIR HEIGHT. L--r F- ~ ELECTRIC81 ELECTRICAL ' OFFICE 2. ILLUMINATION- EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE a TEL CHASE a TEL CHASE 6 FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY 0 8'-6" CEILING OF NOT LESS THAN 5 FOOTCANDLES (54 LX) FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY \\ �I ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE_ a TEL TEL CUBICLES I i )HC THREE FLOUR.LIGHT LL --- LL v� _� / \ — STORAGE o C HIGH STORAGE J 'CUBICLES ,a,.x1a' ,o'x1o` HALL 10"x10" 10"x10"ao" so 10" sA a^as sA _— — — — - — -- --- _ a"0 SA 8'-6" CEILING 8"0__ __ 8' 6" CEILING #z THREE FLOUR.LIGHT #2 #1#2 — — -- -_ _ OOLL W = 6040 F O 6040 F.O. F- -- ' \ U / 3068 HC c!) U OFFICE \OFFICE \OFFICE �� KITCHEN 8'4- CEILING 8'-6" CEILING 4-6" CEILING \ 8'-6" CEILING TEL GFCI cr, (C O O c� 0 0 — LL LL ILL LL LL W Ili W O w GFCI W Ir N 2 2 10"x,o' 1o"x1o" STORAGE 10"x10" 8"0 SA 8"0 SA 1K 8"0 SA 8" 0 SA #1 #1 #1 8'-6" CEILING SINK UPP R REFG'R CABI ET OW j. 9 I SPACE II L I I UPPER ICE ATFL- TEL ( l (� TEL (� ,48.-(�',.,I"5,,,(� �, CABIN ❑ MAK 10"x10" 8'0 SA #1 x L) J O J LL LL w OFFICE 8'-6" CEILING 1 3068 HC F- 10"x1ry' 8°0 SA — — #1 Z) O LL W OFFICE 8'-6" CEILING d LL 3. POWER SOURCE- ALL EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOURS IN CASE OF PRIMARY POWER LOSS, THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. PLANS PREPARED BY: LENDEL VENTURES, INC. dba LENCH DESIGN GROUP A.P. LENCH lI PRESIDENT DRAWN A.RADONI CHECKED S.L. DATE 06-12-03 SCALE 1 /4=1'-0" JOB NO SHEET ud SCALE: '/d'=1'-0" �I II�8"xA Z� ®1 8• x1o" SA I , ® 8" Sc1a' I SA I I I H 1 ® "x1o" SA I I 1 1 8". x1(r A I I I I I I I OFFICE W 8 2 , 8'-6" CEILING I I COP Y ROOM I I I I o II o / o 8'- " CEILIN13 c o - O I \ I ' 1..1 1- 1Lu I LL LL Lu J LL LL LL OFFICE-- 8 6" CEILING CUBICLE I 1 IC 8" 1 I I I I I I I I I I j -- #2 -- i I I I I 1 I 1 ® 8" 'x10" I L--- $A -- J —J I THREE FLOUR.LIGHT OF ICE I I II #2 II ! 8'-6' CEILIN I ELEC ICAL SE W 18" xSOA EL 8 CTRICAL EL. CHASE I / �TEL. U ®1 e"A "x1o" c9 Y c�z I W� — II WJ O j O WO #1 SA I J w I LL U I I I \ / O U.w _U— l L m iD w U. w FLOUR.LIGHT I ELECTIUCAIL & OTHREE nI ELECTRICAL I I ® 0.7 r I i OFFICE r I Z 8'-6" CEILING J'I LU CUBICLES 1 ir7 V /rI I L — ------ -- -- — — -- -- --- — -- THREE FLOUR.LIG / STO GE o 1 x1o" _ loy I 1 ® "x10` 1 ® 8 "xio" SA— — — — — , 8" x10• 8'-6" C EILING J LL III 8° SA 8" A _ _ _ _ _ _ _ THREE F OUR.LIGHT r 7 _ _ g w I HALL s'-6" CEI ING F I i — r OFFI 8' G I OFFICE 6" EILI ' I I I I \ I I i \ I KITCHEN 8' " CEILING J 0 O I 8'-6" CEILING O II II II J � 0 JO I — O LL II —_ O a — w I Iu w =uII I I w r II II ®8 xio I I xl I I OFF[ E 1 8" x1o° SA I I STORAGE 8'- " CEILIN I I I I , 8" ,�• SA #1 I I I 8" #1 I 8'-6" CEILING I 11 II I [I REFLECTIVE CEILING PLAN SCALE: W'=V-0" NOTE: 1. HEIGHT 8'-6" F.F. TO CEILING 2. CEILING MATERIAL TO BE 'IT" BAR W1 Y2 DRYWALL UNAUTHORIZED USE WARNING THESE DESIGNS ARE THE PROPERTY OF LENCH DESIGN GROUP. REPRODUCTION IN ANY FORM WITHOUT WRITTEN CONSENT IS EXPRESSLY PROHIBITED. UNAUTHORIZED USE EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS AND IS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENTS. PL&NS PREPARED BY: LENDEL VENTURES, INC. dba LENCH DESIGN GROUP A.P. LENCH 11 PRESIDENT DRAWN A.RADONI CHECKED S.L. DATE 06-12-03 SCALE 1 /4=1'-0" JOB NO SHEET