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3 IMPERIAL PROMENADE, SUITE 1100
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PLANS PREPARED BY:
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11952 WINTER5ERRY LANE
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■ COUN OFFICE: (815) 230-9392
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S1 E NAME ■ � FAX: (815) 230-7949
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P A NO —DATE:— DESCRIPTION• Y•
SITE 1 5/31/07 PERMIT CONSTRUCTION SM
• DESERT �RAWINGS
PROJECT SUMMARY: SHEET INDEX: .
VICINITY MAP: REV CO FINAL
2 7/09/07 PERMIT CONSTRUCTION SM
RAWINGS
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SITE ADDRESS:
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76002 1/2 HONEYSUCKLE DRIVE
PALM DESERT, CA 92211
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SHEET: DESCRIPTION:
PROPERTY OWNER: T-1 TITLE SHEET . __ [ }
PALM VALLEY HOMEOWNERS ASSOCIATION, INC. �, ''- , f-4.
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T-2 ABBREVIATIONS, SYMBOLS, GENERAL NOTES & L
} a�76-501 BEGONIA LANE SPECIFICATIONS , 1 ,•. ...._ w,._ y..: :::
PALM DESERT, CA 92211
CONTACT: GLORIA KIRKWOOD T-3 GENERAL NOTES & SPECIFICATIONS
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PHONE: (760) 772-2092 ,� Nth
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LS-1 TOPOGRAPHIC SURVEY01
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APPLICANT: A-1 SITE PLAN I y
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T—MOBILE USA
A-2 ENLARGED SITE PLAN M
3 IMPERIAL PROMENADE SUITE 1 100 A-3 ARCHITECTURAL ELEVATIONS ~
SANTA ANA CA 92707 A-4 ARCHITECTURAL ELEVATIONS
A-5 ARCHITECTURAL DETAILS
REPRESENTATIVE: NAME: CELL #
ZONING MANAGER: MARCIE BROWN 714.850.2400 A-6 RF SITE CONFIGURATION
CONSTRUCTION MANAGER: ERIC NIELSEN 714-850.2400 A-7 ARCHITECTURAL DETAILS Z4
DEVELOPMENT MANGER: JAMES FELTON 714.850.2400
PROJECT MANAGER: KEVIN CADIEL 951.454.9545 LS-1 LANDSCAPING IRRIGATION PLAN `, ;I ' aj
LS-2 PLANTING PLAN
PROJECT DESCRIPTION: 3
LS-3 LANDSCAPING DETAILS rr# ;�
LS-4 LANDSCAPE MAINTENANCE SCHEDULE '£jD
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^. f THE PROJECT ENTAILS: �a � I ��
THE INSTALLATION OF 6 T—MOBILE EQUIPMENT CABINETS MOUNTED 0 T '+ } ?. ;, f - f SITE INFORMATION:
1. � f S
A CONCRETE PAD AND NEW 7'-0" CMU ENCLOSURE. ANTENNAS TO BE ► ......,. ,
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E-1 ELECTRICAL SITE PLAN, POWER AND RF CONFIG I €
MOUNTED ON A NEW 75'-0" MONOPALM. ...�.. ,.�.::.��-�•. I� `_ '�-->�iC��.. — ...,� �-', � � � €
E-2 GENERAL NOTES, PANEL SCHEDULE AND SINGLE -- N I
LINE DIAGRAM ., c �.m g ..
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E-3 GROUNDING PLAN, GROUNDING NOTES, AND COAX
BUILDING SUMMARY:
CABLE GROUNDING SCHEMATIC DIAGRAM
Palm Desert
E-4 ELECTRICAL DETAILS OCCUPANCY CLASSIFICATION: B
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IE04849B
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E-5 ELECTRICAL DETAILS
TYPE OF CONSTRUCTION: V—N -< v;
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ZONING: PR-5 PLANNED RESIDENTIAL " ---
AREA OF CONSTRUCTION: 600 SO. FT. `, €..._.... . Da PALM VALLEY
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ASSESSORS PARCEL NUMBER: 626-191-035 - APPROVED —
FINAL LANDSCAPE PACKAGE t4 Iy I
DATE: 7
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6002 1/2 HONEYSUCKLE DRIVE
tPr,)SCAPE MANAG 1 Y' PALM DESERT, CA 92211
Piplu"'JECT AREA
STAMP:
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CONSULTING TEAM: a3
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r; APPROVALS. � -
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SAC/ZONINGf PERMITTING: LANDSCAPE ARCHITECT: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND D AR(,
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AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED , /� p
HANNAH CONSULTING, INC. CDE CONSULTING, INC. F
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HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL � ;
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2600 S. PALM CANYON DRIVE 11952 WINTERBERRY LANE w -
BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. _ -_._ .., - � ..,
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SUITE 43 PLAINFIELD, IL 60$85
PALM SPRINGS, CA 92264 PHONE: — . ..,:. \b a. C s34
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PHONE: — _ ..... ,. . .::.,: n.x� m.,. . Bax.._ _ \ on.
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0 E. (760) 218 4847 FAX. (815) 230 7949 PRINT NAME SIGNATURE DATE w...._B�ou ut:..r,Crl an ..Or_., s IFaTcen. ie ....Circl __..... C. n. .. n.,:TR M�► �e
FAX: (206) 600-3028 PROJECT CONTACT: SERGIO MASCORRO , ` _ A Q 9rFO
CONTACT: KRIS SANDERS ARCHITECT: THADD EUS A. PACYNIAK i "{ F CA�-
LANDLORD `' y
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PRECON. MGR ' `
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Ca right C 2dd5.M€croso#t Corp. and/or its sup I€ersl_�ill ri hts reserved.
DEVELOP, MGR DIRECTIONS FROM T—MOBILE OFFICE: THOMAS GUIDE, 2006 EDITION SHEET TITLE:
55 NORTH, 91 EAST, 60 EAST, MERGE ONTO 10 EAST, EXIT COOK—TURN RIGHT, ON REGION: RIVERSIDE COUNTY,
COUNTRY CLUB—TURN LEFT, AT PALM VALLEY CC—TURN LEFT. ONCE INSIDE THE GATE PAGE: 819
CONST. MGR MAKE AN IMMEDIATE LEFT, TURN LEFT AT THE NEXT STREET AND FOLLOW IT UNTIL IT GRID #: B/3
STARTS TO VEER RIGHT, THAT LOCATION IS THE SITE (IT'S THE INSIDE OF COUNTRY
PROJECT MGR CLUB AND ELDORADO) WITH A CLUSTER OF PALM TREES,
TITLE SHEET
ZONING MGR APPLICABLE CODES Al POWER & TELCO UTILITY CONTACTS
CALIFORNIA ADMINISTRATIVE CODE �` ` - • �= OWER: TELCO:
RF ENGINEER 2001 CALIFORNIA BUILDING CODE IM ERIAL IRRIGATION DISTRICT VERIZON
UNIFORM MECHANICAL CODE PHONE: (760) 398-5841 PHONE: 800 483-4000 SHEET NUMBER:
ANSI/EIA-222—F LIFE SAFETY CODE NFPA-101
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OPERATIONS 2001 UNIFORM PLUMBING CODE `" `' -- J• °'`" .,"a7
2002 NATIONAL ELECTRIC CODE
LOCAL BUILDING CODE
SAC REP, CITY/COUNTY ORDINANCES Tmi
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ABBREVIATIONS GENERAL SITE PREPARATION NOTES: STRUCTURAL STEEL: T....
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Mobile
AB ANCHOR BOLT LAM LAMINATED 1 . THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 1 . THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE 1 . ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST
AC ASPHALTIC CONCRETE LBS POUNDS REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHER DEBRIS THAT REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES Get more from fifer
A/C AIR CONDITIONING LT LIGHT 2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE. THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD
A J ADJUSTABLE LA LIGHTNING ARRESTOR OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, PRACTICE AND THE AWS STRUCTURAL WELDING CODE. IDENTIFY AND MARK STEEL
A.F.F. ABOVE FINISH FLOOR LNA LOW NOISE AMPLIFIER SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT 2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND PER CBC 2203. 3 IMPERIAL PROMENADE, SUITE 1100
ARCH ARCHITECTURAL LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN 8 INCH LAYERS, SANTA ANA, CA 92707
APPROX APPROXIMATELY MFR MANUFACTURER ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE 2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE
A.G.L. ABOVE GRADE LEVEL MAT MATERIAL WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PROVIDED SUCH THAT NO PONDING OCCURS. ENGINEER/ARCHITECT PRIOR TO FABRICATION.
A.M.S,L, ABOVE MEAN SEA LEVEL MAX MAXIMUM AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF PLANS PREPARED BY:
MECH MECHANICAL 3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL
D BOARD MIN MINI UNDISTURBED SOIL OR APPROVED COMPACTED FILL. FOOTINGS SHALL EXTEND INTO GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUM COMPRESSIVE
MINIMUM CORRECTION SHALL BE APPROVED BY THE ARCHITECT/ENGINEER. 3. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR
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BUILDING MISC MISCELLANEOUS
3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY SOIL DEPTH AS INDICATED IN PLANS. STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY
B T BLOCKING ML METAL LATH TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING.
BST BOTTOM MO MASONRY OPENING FILL,
SHOULD ANY LOOSE LL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER
BSMT BASEMENT MS MACHINE SCREW TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL 4.
BTS BASE TRANSCEIVER MTD MOUNTED BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEW 4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL
STATION MTL METAL CAUSED DURING THE EXECUTION OF THE WORK. FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION COULD COME IN CONTACT WITH THE PUBLIC,
WORK SHALL CEASE IMMEDIATELY.
C COURSE(S) (N) NEW' 4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY 5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU
CEM CEMENT NIC NOT IN CONTRACT THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL 5. WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC
CL CHAIN LINK NO NUMBER TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION A MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED, NO
CLG CEILING NTS NOT TO SCALE SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR Consultants, Inc.
CLR CLEAR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF CONSENT OF THIS ENGINEER.
COL COLUMN OA OVERALL DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDUM'S, OR CHANGE 6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING IIS52 WINTERBERRY LANE
CONIC CONCRETE O.C. ON CENTER ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE 6. WELDING: CONFORM TO AWS D1 1 . WELDERS SHALL BE CERTIFIED IN PLAINFIELD, IL 60585
CONST CONSTRUCTION OPNG OPENING ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT. UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED
CONT CONTINUOUS OPP OPPOSITE FOR MATERIALS TO BE WELDED. OFFICE: 1815) 230-9392
CORR CORRIDOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE 7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM FAX: (815) 230-7949
CO CONDUIT ONLY PARTN PARTITION SITE FROM START OF PROJECT TO COMPLETION OF PROJECT. AXLE DUMP TRUCK, REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT 7. BOLTING:
PL PLATEAS PLASTER PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC
PL
DIA DIAMETER PLYW PLYWOOD 6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND 8(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSC SPECIFICATION SECTION 8 NO. DATE: DESCRIPTION: Y:
DBL DOUBLE POC POINT OF CONNECTION TOILET FACILITIES. 8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" (D)• 1 5/31/07 PERMIT CONSTRUCTION SM
DEPT DEPARTMENT PROP PROPERTY LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698. DRAWINGS
DEMO DEMOLITION PT PRESSURE TREATED 7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION 8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 FABRICATION AND
DIM DIMENSION U.B.C. AND ALL OTHER GOVERNING CODES. AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ON PREMISES OF
DN DOWN R RISER 9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE A FABRICATOR APPROVED BY THE BUILDING OFFICIAL. REVISED FINAL
DR DOOR READ REQUIRED 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLvING WITH ALL SAFETY CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO 2 7/09/07 PERMIT CONSTRUCTION SM
DTL DETAIL RD ROOF DRAIN PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL 9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE RAWINGS
DWG DRAWING RM ROOM ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, HOT-DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. PER ASTM
RMS ROOMS SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY A153.
LE, EXISTING RO ROUGH OPENING 9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
EACH PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL
ELEC ELECTRIC Sc SOLID CORE CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL STRUCTURAL STEEL:
ELEV ELEVATION SCHED SCHEDULE COORDINATING ALL PORTIONS OF THE WORK. AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO
EQUIP EQUIPMENT SECT SECTION NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY MATERIALS: CONFORM TO
EXP EXPANSION SHT SHEET 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE
EXT EXTERIOR SIM SIMILAR PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED ANCHOR BOLTS (HEADED): ASTM A307
SPECS SPECIFICATIONS THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AREAS.FA FIRE ALARM SS STAINLESS STEEL HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL ANCHOR BOLTS (J-TYPE): ASTM A36
FB FLAT BAR STL STEEL PAYMENT OF SAID DOCUMENT. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY
FF FINISH FLOOR STOR STORAGEBARS & PLATES: ASTM A36
FH FLAT HEAD STRUCT STRUCTURAL DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED BOLTS.- ASTM A307
FIN FINISHED) SUSP SUSPENDED 11 . ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED. LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE
FLR FLOOR SW SWITCH PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN C-, M-, AND ANGLE SHAPES: ASTM A36
FOS FACE OF STUDS SWBO SWITCHBOARD 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, STRENGTH FOR THE CONDITIONS PRESENT.
FS FINISH SURFACE FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DEFORMED WELDED WIRE FABRIC: ASTM A497
FT FOOT FEET THK THICK DRAWINGS. 12. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE
FTG FOOTiNG TI TENANT IMPROVEMENT CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER EPDXY & EXPANSION ANCHORS: HILTI OR EQUIVALENT
FW FINISH WALL TMA TOWER MOUNTED AMPLIFIER 13, THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL
F.G. FINISH GRADE TOS TOP OF SURFACE FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF GROUT: EMBECO OR EQUIVALENT
FUT FUTURE TS TUBE STEEL THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION
TYP TYPICAL 14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE HIGH-STRENGTH BOLTS: ASTM A325SC OR (A325N)
GA GAUGE UNO UNLESS NOTED FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. EXISTING WORK WHICH ARE TO REMAIN.
GALV GALVANIZED OTHERWISE OTHER STRUCTURAL SHAPES: ASTM A36
GL GLASS
GR GRADE VCT VINYL 15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS
GYP GYPSUM COMPOSITION AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR SUBMITTALS: REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED BARS
GFCI GROUND FAULT CIRCUIT TILE
RECORDING THE pESULTS.
INTERRUPT VERT VERTICAL SMOOTH WELDED WIRE FABRIC: ASTM A185
GND GROUND V.I.F. VER IC IN FIELD 16. ALL GENERAL NOTES ANC STANDAP,C DETAILS ARE THE MINIMUM REQUIREMENTS SUBMITTALS: SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ECT.
VG VERTICAL GRAIN TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. FOR ITEMS DESIGNED BY THE ARCHITECT/ ENGINEER OF RECORD SHALL BE MADE STRUCTURAL WF SHAPES: ASTM A572-GR50 SITE INFORMATION:
HC HOLLOW CORE TO THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL STEEL PIPE: ASTM A53, GRADE B `
HDW HARDWARE W� WITH 17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. REVIEW THE SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT, SUBMITTALS SHALL
HTR HEATER W WOOD PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. BE MADE IN ADVANCED TO ARCHITECT-ENGINEER. SUBMITTALS REQUIRED FOR EACH TIE WIRE: 16.5 GAGE OR HEAVIER, BLACK ANNEALED
Ay HIM HOLLOW METAL WR WATER RESISTANT SECTION OF THESE NOTES ARE SPECIFIED IN THAT SECTION. TUBE STEEL & PIPE COLUMS: ASTM A500, GRADE B
HORIZ HORIZONTAL WT WEIGHT 18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY
HR HOUR STANDARDS, IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING WELDING ELECTRODES: E70XX
HT HEIGHT XFMR TRANSFORMER THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS. W - SHAPES: ASTM A992, GRADE 50
HV HIGH VOLTAGE SHOP DRAWING REVIEW:
ID INSIDE DIMENSION @ AT 19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES STRUCTURAL STEEL NOTES:
INS INSULATION E CHANNEL AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE IE04849B
INT INTERIOR CENTERLINE THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL
NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE 1 . HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL
JT JOINT ANGLE 20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THRERFROM. THE BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT PALM VALLEY
I?_ PROPERTY LINE WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING THE SITE IS NOT PERMITTED.
AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTION FABRICATION
21 . THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. PROCESSES. 2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST
SYMBOLS: NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTION BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUS STRUCTURAL METALS
OF THE WORK TO THE EXISTING WORK, THE CONTRACTOR SHALL MAKE ALL SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. 76002 1/2 HONEYSUCKLE DRIVE
MEAS1_IP7_VErJ T S r,IECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL PALM DESERT CA 92211
SECTION NUMBER MEMBER S. ANC D�SCKEPANCY SHALL BE IP ME_DIATEL�' BROUGHT TO THE ATTENTION CONCRETE REINFORCEMENT: '
OF THE ARCHITE'-T/ ENGINEER. ACCESSIBILITY NOTE:
YAX x I R ERIENCEECTION STAMP:
1 . REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED BELOW. SPLICES
22, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN HEREON THESE PLANS IS NOT AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ALL
SHEET NUMBER WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND CUSTOMARILY OCCUPIED. WORK TO BE PERFORMED IN THIS FACILITY CANNOT VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE REASONABLY BE PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY, LOCATIONS SHOWN IN THE DETAILS. I09�07
DETAIL NUMBER RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY SIGHT, AND/OR HEARING. THEREFORE, PER 1997 UNIFORM BUILDING CODE SECTION C\
THE CCIITRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. 1103.1 .1, EXEMPTIONS 1 & 2, THIS FACILITY SHALL BE EXEMPTED FROM ALL TITLE 2. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM SSE, /Sr�r
X DETAIL REFERENCE 24 ACCESS REQUIREMENTS. A-615 GRADE 60. LAP REINFORCING STEEL AT SPLICES TO THE FOLLOWING Gti 3 A.P
X H NUMBER WHIC 23. H L EXISTING INTEPFE E INACTIVE
ITHESEXECUTIC NEOF THE WORK,RISHALLD BEHER EMOVEDTIAND #3NIMUM AND 14•LENGTHS'-O,NLES18 NOTED OTHERWISE:
S EET SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL #5 2'-6M
SECTION NUMBER NOT ',ITERFEFE WITH THE EXECUTION ')F THE WORK, SUBJECT TO THE APPROVAL #6.......I.........................3'-0" #10........................8'-6" ° 19
OF T E ENGIIIE_R. #7.....................................4'-1" �11.............................10'-5" � �`'�� �'�4�
X DETAIL SECTION F
X 24. r,0 CHANGES ARE TO BE MACE TO THESE PLANS WITHOUT THE KNOWLEDGE
REFERENCE
AND WRITTEN CONSENT OF THE ARCHITECT/ ENGINEER. UNATHORIZED CHANGES 3. BARS SHALL BE CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY TO IMPAIR
SHEET NUMBER RENDER THESE DRAWINGS 'VOID. BONDING.
DETAIL NUMBER 25, ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE 4. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO INSPECTIONS, PLACING
DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW CONCRETE, OR GROUTING MASONRY.
X EXTERIOR ELEVATION AND SHALL NO_ RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF
X REFERENCE ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 5. WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN
AUTHORIZED. CONFORM TO ACI 301 . SEC 3.2. 2.2. "WELDING" AND PROVIDE ASTM
SHEET NUMBER 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL A706, GRADE 60 REINFORCEMENT,
EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM SHEET TITLE:
FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR 6. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.5 "FIELD BENDING OR
O KEY NOTE REFERENCE PROPERTY LINE REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. GENERAL STRAIGHTENING". BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST ABBREVIATIONS,
CONTRACTCR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS
DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING
DOOR NUMBER FENCING WORK. 7. ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SYMBOLS, GENERAL
SHALL BE LAPPED 36xBAR DIAMETERS AT SPLICES UNLESS OTHERWISE NOTED.
o AREA AND/OR ROOM NUMBER -E E E E- ELECTRICAL SERVICE 8. SPLICE ALL BARS IN MASONRY WITH A MINIMUM OF 48 BAR DIAMETER LAPS NOTES &
(2'-0" MINIMUM). SPECIFICATIONS
X MECHANICAL UNIT -T T T T- TELCO SERVICE
X
SHEET NUMBER:
SCALE: SCALE:
ABBREVIATIONS & SYMBOLS N.T.S. 1 GENERAL NOTES & SPECIFICATIONS CALL 2 Tw
CONCRETE NOTES: FRAMING NOTES SUSPENDED CEILING SYSTEM TEST AND INSPECTIONS:
1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED 1. ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING: 1 . HANGERS SHALL BE ATTACHED TO THE BOTTOM EDGE OF THE WOOD TRUSSES AT T Mobile
INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING
FILL. A. NO. 2 GRADE SOUTHERN YELLOW PINE (SYP) PANEL POINTS OR TO THE VERTICAL FACE OF THE WOOD GLU-LAMS NEAR THE OFFICIAL IN ACCORDANCE WITH UBC SEC. 108. THE CONTRACTOR SHALL COORDINATE more
from
B. NO. 2 GRADE SPRUCE-PINE-FIR (SPF) BOTTOM EDGE. BOTTOM EDGE ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE. ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. Get moI er Iffe-
"STUD"2. AGGREGATE FOR CONCRETE SHALL CONFORM TO ASTM C-33 STANDARDS. GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE. DO NOT INSTALL HANGERS FROM 2"X4" SUB-PURLINS.
INSPECTION SUBMITTALS: SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE
3. FLOOR SLABS SHALL CONFORM TO ASTM C-38 STANDARDS AND SHALL BE AT 2, ALL JOIST, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE SOUTHERN PINE. 2. ALL LIGHT FIXTURES AND AIR DISTRIBUTION PRODUCTS SHALL BE POSITIVELY ARCHITECT/ENGINEER FOR REVIEW. 3 IMPERIAL PROMENADE, SUITE 1100
LEAST 3 112 INCHES THICK- SEE FOUNDATION PLANS FOR REINFORCEMENT, BASE, PROVIDE FULL-DEPTH (OR METAL) BRIDGING AT MIDSPAN AND AT A MAXIMUM ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL SANTA ANA, CA 92707
UNDERLAYMENT, VAPOR BARRIER OR OTHER SPECIFIC REQUIREMENTS. SPACING OF 8'-0" O/C IN BETWEEN UNLESS NOTED OTHERWISE. HAVE A CAPACITY OF 100 PERCENT OF THE LIGHT FIXTURE WEIGHT ACTING IN ANY STRUCTURAL OBSERVATION: STRUCTURAL OBSERVATION SHALL BE PROVIDED IN
4. FLOOR SLABS SHALL BE LEVEL OR TRUE SLOPES AS SHOWN ON DRAWINGS. DIRECTION. SEISMIC ZONE 3 OR 4 WHEN REQUIRED BY THE BUILDING OFFICIAL IN ACCORDANCE
3. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR WITH UBC SEC. 1720 IF REQUIRED BY THE BUILDING OFFICIAL. THE OWNER SHALL PLANS PREPARED BY:
TOLERANCE: 1/8 INCH IN 10 FEET. CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN 3. NO. 12 GAUGE HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM
5. ALL FOOTINGS HAVE BEEN DESIGNED BASED UPON AN ASSUMED SOIL BEARING WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND OF EACH CORNER OF EACH FIXTURE. THE STRUCTURAL OBSERVATION AS DEFINED IN UBC SEC 220. THE CONTRACTOR
HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO SHALL COORDINATE WITH THE ARCHITECT/ENGINEER TO SCHEDULE FOR STRUCTURAL
PRESSURE OF 1 ,500 PSF UNLESS NOTED OTHERWISE. ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 GOATS OF COPPER NAPHTHENATE 4. LIGHTING FIXTURE WEIGHING MORE THAN 20 POUNDS BUT LESS THAN 56 OBSERVATION
'<
SOLUTION CONTAINING A MINIMUM OF 2� METALLIC COPPER IN SOLUTION (PER POUNDS SHALL HAVE IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO
6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED AWPA STD. M4). N0. 12 GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE CEILING
OTHERWISE. SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESES WIRES MAY BE SLACK. SPECIAL INSPECTION REQUIREMENTS:
4. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN PROVIDE A TOTAL OF SIX WIRES PER LIGHT FIXTURE.
7. PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANY SUSPENDED CEILING SYSTEM 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT
EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED WHERE REQUIRED TO AVOID LOADBEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE FACE CF 2" REQUIRING SPECIAL INSPECTION, REFER TO CBC 1701 .3 AND 1701 .5 FOR SPECIAL
UTILITIES. NOMINAL LOADBEARING FRAMING SHALL BE LIMITED TO LESS THAN 112 CF THE 5. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED INSPECTOR'S DUTIES.
WIDE FACE DIMENSION. THE LENGTH OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. Consultants, Inc.
8. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE AND THICKER LUMBER SHALL BE LIMITED TO 1/2' OF THE NARROW FACE 2. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT
CHAMFERED 3/4" UNLESS NOTED OTHERWISE. DIMENSION. TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND 11952 WINTERBERRY LANE
9. FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT LEAST 5. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A-36 THERMAL & MOISTURE PROTECTION INSULATION NOT THE CONTRACTOR PER CBC SECTION 106.3.5. PLAINFIELD, IL 60565
90 COMPRESSIVE STRENGTH. THE CONTRACTOR SHALL PROVIDE: ALL SHORING AND SPECIFICATIONS AND BE 1/4" THICK UNLESS OTHERWISE INDICATED, 1. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE STATE ENERGY 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SCHEDULE TO THE OFFICE: (815) 230-WS2
RESHORING. 6, BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN REGULATIONS. TEST AND INSPECTION FIRM TO FACILITATE THE PROPER COORDINATION OF WORK, FAX: (8I5) 230-194S
10. PROVIDE CONCRETE SLABS OVER A 6 MIL POLYETHYLENE VAPOR BARRIER AND 1/16" LARGER THAN THE BOLT DIAMETER, BOLTED CONNECTIONS SHALL BE 2. PROVIDE R-13 MINIMUM KRAFT-FACED BATT. INSULATION AT WALLS UNLESS 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION:
4" OF POROUS FILL UNLESS NOTED OTHERWISE. % MAX. DRY DENSITY SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. NOTED OTHERWISE, AND R-19 MINIMUM AT CEILINGS TO COMPLETELY ENCLOSE NO. DATE: DESCRIPTION: Y:
EQUIPMENT ROOM. PLACE VAPOR BARRIERS ON WARM SIDE OF WALL. CONCRETE: 'I 5/31 /07 PERMIT/CONSTRUCTION SM
11 . ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL WITH 100 7. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS 3. INSULATE WALLS BETWEEN EQUIPMENT ROOM AND ADJACENT ROOMS AND A. CONTINUOUS INSPECTION IS REQUIRED FOR ALL STRUCTURAL CONCRETE (EXCEPT DRAWINGS
PER ASTM SIEVE. POROUS FILL SHALL BE COMPACTED TO 90%4. AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE INSULATION WAREHOUSE. INSULATE BETWEEN JAMBS AND FRAMING, BEHIND HEADER FOUNDATION CONCRETE WITH 2500 PSI OR LESS)
12. WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE COMPANY", OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE JOISTS AND IN SOFFITS OVER EXTERIOR SPACE.
STRUCTURAL DRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS FOR
MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 4. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE B. PRIOR TO REQUESTING A FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL REVISED FINAL
LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60). WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS ADVISE THE BUILDING OFFICIAL IN WRITING THAT: 1) THE BUILDING PAD WAS 2 7/09/07 PERMIT CONSTRUCTION SM
PROVIDE 4" WALKS REINFORCED WITH 6x6 - WI .4xWl .4 WWF UNLESS OTHERWISE AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR PREPARED IN ACCORDANCE WITH THE SOILS REPORT 2) THE UTILITY TRENCHES DRAWINGS
NOTED. 8. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER SITE-SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE HAVE BEEN PROPERLY BACKFILLED AND COMPACTED 3) THE FOUNDATION
MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. PROCEEDING. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT
13. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE.
19 OF THE CBC AND TO ALL REQUIREMINTS OF ACI 301 -96, "SPECIFICATIONS FOR g• ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1 -74. REINFORCING STEEL:
DOORS A. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY
STRUCTURAL CONCRETE FOR BUILDINGS," EXCEPT AS SPECIFIED HEREIN. 10. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS @ ALL THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE
SUPPORTS.
14. MIX DESIGN REQUIREMENTS: (UNLESS NOTED OTHERWISE) 1. PROVIDE SEAMLESS FLUSH TYPE DOORS, 18 GAUGE, WELDED CONSTRUCTION WELDING:
A. CEMENT SHALL BE TYPE V. 11 . ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF PLASTER, SHOP PRIMED. PREPARED FOR HARDWARE WITH TOP AND BOTTOM CLOSURES. WELD A. ALL STRUCTURAL WELDING EXCEPT WELDING IN APPROVED SHOPS PER CBC
B. COMPRESSIVE STRENGTH = 2,500 PSI PLYWOOD, ETC. EXPOSED JOINTS CONTINUOUSLY, GRIND, DRESS AND MAKE SMOOTH, FLUSH AND 1701 .7.
C. CONCRETE SLUMP SHALL NOT EXCEED 5". INVISIBLE. PREPARE FRAME TO RECEIVE MORTISED AND CONCEALED FINISH B. REINFORCING STEEL WELDING PER CBC 1701 .5.3.
D. WATER CEMENT RATIO = 0.45 PLYWOOD/ GYP BOARD SHEATHING NOTES HARDWARE DOOR FRAME.
BOLTING:
MASONRY 1 , 5/8" TYPE "X" FIRE RESISTANT TAPERED EDGE BOARDS SHALL BE USED WHERE 2. WHERE REQUIRED TO BE RATED, PROVIDE FIRE-RATED DOORS WITH UL LABEL A. ADHESIVE ANCHORS IN CONCRETE OR MASONRY.
REQUIRED FOR RATED FIRE PROTECTION. ATTACHED IN AN INCONSPICUOUS LOCATION. WHERE DOORS ARE EXPOSED TO B. HIGH-STRENGTH BOLTING - THE INSPECTION OF HIGH STRENGTH A325 & A490
OUTSIDE WEATHER CONDITIONS. PROVIDE DOORS FABRICATED WITH G60 GALVANIZING, BOLTS SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED
1. ALL MASONRY BLOCKS SHALL CONFORM WITH EACH OTHER IN COLOR, TEXTURE 2. CORNER BEADS: STANDARD WALLBOARD CORNER BEADS MANUFACTURED OF STANDARDS AND THE REQUIREMENTS OF SECTION 1701 .6
AND SIZE WHERE APPLICABLE. GALVANIZED STEEL WITH PPE FORMED FLANGES, ANSI-CB-PF. 2. INTERIOR: 20 GAUGE THICK MATERIAL, COMMERCIAL SERIES "C", TO SUIT GRADE
AND MODEL OF DOOR, LABELED FRAME WHERE REQUIRED.
2. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90 GRADE A. BLOCK SIZE, 3. EDGE TRIM OR CASTING: STANDARD WALLBOARD EDGE TRIM 126 MANUFACTURED FIRE DEPARTMENT NOTES:
COLOR, TYPE AND TEXTURE SHALL BE AS INDICATED ON THE DRAWINGS. PROVIDE OF GALVANIZED STEEL WITH PERFORATED FLANGES, ANSI-US, SQUARE NOSE, SIZE 3. IN GENERAL INSTALL DOORS AND FRAMES IN ACCORDANCE WITH SDI 100 AND
ACCESSORY BLOCKS AS INDICATED AND REQUIRED. WHERE CUTTING IS REQUIRED, AS REQUIRED FOR -HICKNESS OF WALLBOARD. 105, RESPECTIVELY. 1 . FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS
BLOCKS SHALL BE SAWCUT. IN ADVANCE.
4, FASTENERS: 1 - 1/4" USG OR EQUAL TYPE W BUGLE HEAD DRYWALL S�REWS, 4• DOORS SHALL BE WEATHER-STRIPPED AGAINST AIR INFILTRATION IN COMPLIANCE
3. COURSING SHALL BE COMMON RUNNING BOND (UNLESS NOTED OTHERWISE), WITH 1 -1/4" GWB-54 ANNULAR PING NAILS, OR 1-5/8" COOLER NAILS. WITH TITLE 24 OF THE STATE ADMINISTRATION CODE. 2. A UNIFORM FIRE CODE PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY
3/8" GROUT JOINT, TOOL ALL EXPOSED JOINTS FLUSH. LEAD-ACID BATTERIES MAY BE REQUIRED AND ISSUED BY FIRE INSPECTOR.
5. INSTALLATION SHALL CONFORM TO 'REQUIREMENTS OF GYPSUM ASSOCIATION 5. KEYING: ALL LOCKS ARE TO BE KEYED AS PER OWNERS INSTRUCTIONS.
4. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT 3. AN APPROVED METHOD TO NEUTRALIZE SPILLED ELECTROLYTE SHALL BE
SHALL CONFORM TO ASTM C-476 AND SMALL OBTAIN A MIN. 28 DAY COMPRESSIVE "GA-216-78R". ELECTRICAL BOX AND OTHER ROUGH-IN OPENINGS MUST BE PROVIDED IN THE BATTERY ROOM (IF APPLICABLE)
STRENGTH OF 2,500 PSI. CLEANED OF EXCESS SPACKLE BEFORE PAINTER STARTS. USE METAL CORNER BEAD PAINTING
ON OUTSIDE CORNERS. USE METAL EDGE BEAD ON UNEXPOSED EDGES. BENT OR 4. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN
RUSTY MATERIAL IS NOT ACCEPTABLE. SPACKLED AREAS SHALL BE SANDED SMOOTH SITE INFORMATION:
5. PROVIDE BOND BEAM LINTELS AND BRICK SHELF ANGLES ABOVE ALL WAL 1. THE CONTRACTOR SHALL PREPARE SURFACES, FURNISH ALL PAINT, MATERIAL, ACCORDANCE WITH THE UNIFORM FIRE CODE STANDARD 10-1 AND PLACEMENT IS
OPENINGS PER DETAILS. THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL AND EVEN.
LABOR AND EQUIPMENT REQUIRED FOR THE PAINTING OF ALL SURFACES AS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR.
OPENINGS. 6. DRYWALL TEXTURE SHALL BE SPRAY-ON SPATTER/KNOCKDOWN TYPE. REQUIRED.
r" 6. THE MASONRY CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY V,ALL 2. PAINTS TO BE APPLIED IN ALL WORKMANLIKE MANNER. UPON COMPLETION,
BRACING DURING CONSTRUCTION 7. TAPING AND FINISHING: APPLY JOINT TAPE AND JOINT COMPOUND AT JOINTS REMOVE ALL MATERIALS AND DEBRIS CAUSED BY THIS CONTRACTOR, ALL HARDWARE,
(BOTH DIRECTIONS). APPLY COMPOUND AT NECESSARY FLANGES, PENETRATIONS, FLOORS, GLASS, FRAMES FIXTURES AND THE LIKE SHALL BE THOROUGHLY CLEANED
7. ALL RETAINING WALLS SHALL HAVE AT LEAST 12" OF FREE--DRAINING GRANULAR FASTENERS, HEADS AND SURFACE DEFECTS. INSTALL COMPOUND IN 3 COATS, OF PAINT.
BACKFILL, FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT SANDING ,AFTER EACH OF LAST 2 COATS.
APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL 3. REGULATORY REQUIREMENTS: ALL MATERIALS MUST COMPLY WITH AIR POLLUTION
IE04849F3
HEIGHT. PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL JOIr,dT, UNLESS 8. WALLS AND CEILINGS SHALL BE PRIMED AND PAINTED WITH (2) COATS OF CONTROL REGULATIONS, SUCH AS L.A. COUNTY APCD RULE 1113 AND BAY AREA
OTHERWISE INDICATED. FRAZEE SEMI-GLOSS PRIOR TO WALL ATTACHMENT OF ANY EQUIPMENT CR PCD REG. 3.
8. MASONRY UNITS FOR HOLLOW UNIT MASONRY SHALL BE GRADE "N" CONCRETE ELECTRICAL CONDUITS. (U.N.O.) 4. ALL STEEL COLUMNS AND MISC. METALS SHALL BE PRIMED AND PAINTED. PALM VALLEY
BLOCKS CONFORMING TO ASTM C-90. CONSTRUCTION SHALL COMPLY WITH 9. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN
SECTION 2415 OF UBC AND LOCAL CODES. MASONRY SHALL BE LAID IN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS. 5. FIRE PREVENTION: TAKE EVERY PRECAUTION AT THE END OF THE DAY TO
STRAIGHT UNIFORM COURSES IN RUNNING BOND. JOINTS SHALL BE TOOLED REMOVE OILY RAGS AND COMBUSTIBLE MATERIALS FROM THE SITE OR STORE IN
CONCAVE AND BE UNIFORM IN SIZE. TIE INTERSECTING WALL BE OVERLAPPING UNITS 10. ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOM.) TYPE CDX. EXP. 1 APA METAL CONTAINER WITH TIGHT COVERS. 76002 1/2 HONEYSUCKLE DRIVE
IN ALTERNATE COURSES. ROUGHEN AND CLEAN CONCRETE BEARING SURFACES FOR RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PALM DESERT, CA 92211
THE PLACEMENT OF THE FIRST COURSE. VERTICAL HEAD JOINTS SHALL BE FILLED PANEL CUPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED 6. FINAL TEXTURE & COLOR PER OWNERS INSTRUCTIONS.
SOLID AND SHOVED TIGHTLY TO PROVIDE BOND TO BOTH BLOCKS. CONNECT ROOF SHEATHING WITH 8d COMMON NAILS AT 5" O/C AT SUPPORTED
PANEL EDGES AND 6" O/C AT INTERMEDIATE SUPPORTS. 7. ANCHORS: CONCRETE ANCHORS SHALL BE HILTI KWIK BOLT II (ICBO #ER-4627) STAMP:
9. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MI,XED O�_ 1 PART OR EQUIVALENT EPDXY ANCHORS OR GROUTED REBAR SHALL USE HILTI HY-150
PORTLAND CEMENT. 112 MAXIMUM TO 1/4 MINIMUM PARTS LIME IDIJTY OR 11. ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOM.) TYPE CDX. EXP. 1 APA ADHESIVE SYSTEM (ICBO #ER 5193) OR EQUIVALENT. INSTALL IN ACCORDANCE WITH
HYDRATED LIME, AND 3 PARTS SAND. RATED SHE4THING, UNLESS OTHERNISE INDICATED, CONNECT WALL SHEATHING WITH MANUFACTURERS INSTRUCTIONS. EMBEDMENT LENGTHS SHALL BE AS SHOWN ON
10d COMMON NAILS SPACED 6" O/C AT SUPPORTED PANEL EDGES AND '2" 0/C/ DRAWINGS.
10. USE CARE TO PREVENT MORTAR AND GROUT SPILLAGE ON THE FACE OF THE AT INTERMEDIATE SUPP�PTS.
MASONRY. CLEAN SUCH SPILLAGE IMMEDIATELY. REPAIR ANY DAMAGES OR 8. SHOP PAINTING: CONFORM TO AISC SPECIFICATION SEC M2 AND AISC CODE SEC.
g�a C
INTERSTICES BETWEEN BLOCK AND REMOVE STAINS AT THE COMPLETION OF WORK. 12. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL 6.5. DO NOT PRIME SURFACES TO BE FIREPROOFED. IN CONTACT WITH CONCRETE,
OR FIELD HE SHEATHING MANUFACTURER. WELDED. STEEL WORK TO BE CONCEALED BY INTERIOR BUILDING FINISH G� vS •P F`
ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. C�
11. GROUTED CELLS: FILL CELLS CONTAINING REINFORCING BAPS WITH GROUT AT OR TO BE IN CONTACT WITH CONCRETE DOES NOT REQUIRE PAINTING. ALL OTHER
UNLESS OT�'ERWISE RECCE."",FENDED BY THE
MAXIMUM 5'-0" LIFTS UNLESS NOTED OTHERWISE. REFERENCE UBC 2104.6 FOR STAGGER PANEL END JOINTS. ALLOW SPACING AT PANEL ENDS AND EDGES STEELWORKS SHALL BE GIVEN ONE COAT OF SHOP PAINT. / y
MASONRY GROUTING PROCEDURES. ' 1934
13. ALL NAILING SHALL RE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF
12. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN STAPLES ArjD PNEUM4T C N41L GUNS ARE PROHIBITED FPOM USE.
PLACE WITH NOT LESS THAN 2" OF GROUT SURROUNDING THE BOLT. CA`,Fp
13, SEAL RETAINING FACE OF WALL AND FOOTING WITH 2 COATS OF HENRY'S 502 FLASHING AND SHEET METAL
ASPHALTIC MASTIC. PROVIDE CONTINUOUS INSPECTION. CONSTRUCTION MATERIAL
SPECIFICATIONS ALL CONCRETE AND GROUT SHALL BE MIN. Vc = 2500 PSI. CMU 1. ALL FLASHING, CCIJr�TEP FLASWING AND COPING WHEN OF METAL SHALL BE OF
BLOCK SHALL BE MIN. Cm = 1500 PSI. 8"x8%16" ALL STEEL SHALL BE GRADE NOT LESS THAN NO. 26 ,,_'' S. GAJGE CORROSION-RESTS"ANT METAL.
40. f'y = 40,000 PSI, Fs = 20, 000 PSI REINFORCING SHALL_ CONFORM TO UBC
2. FLASH A'JD COUCJTEG F-ASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASH AND
SECTION 2102 2.10 DEFORMED 'I I
CAULK WOCD BEAMS A'.0 'VUTLCOKERS PROJECTING THROUGH EXTERIOR WALLS OR
14. MASONRY REINFORCING STEEL: BARS SHALL BE GRADE 60 UNLESS OTHERWISE ROOF SURFACES. SHEET TITLE:
NOTED AND SHALL BE SECURELY PLACED IN ACCORDANCE WITIH UBC SECTIONS DIAL TOLL FREE
2104 5.2106.3 AND 2107.2.2. 3. FLASH ALL EXTERIOR ^pE�11NGS WITH APPROVED WATERPROOFING, WHICH / _ 1 -800-227-2600
CONFORMS TO STANDARD OF LOCAL AND STATE CODES.
r l 15, BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL BE (PROVIDED AT 48
4. ALL METAL MUST 5E ;QL`✓AN AT LEAST TWO WORKING
INCHES ON CENTER AND AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE IZED AFTER FABRICATION. DAYS BEFORE YOU DIG GENERAL NOTES &
WALL. PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BAR, OVER ALL UNDERGROUND 51 RVICE ALERT OF SOUTHERN CALIFORNIA
OPENINGS, AND EXTEND THESE BARS 2'-0' PAST THE OPENING AT EACH SIDE. 5. ALL SHEET METAL TO BE "A" MINIMUM 20 GAUGE
PROVIDE A BAR OR BARS VERTICALLY FOR THE FULL HEIGHT CIF THE WALL AT EACH SPECIFICATIONS
SIDE OF OPENINGS, WALL ENDS AND INTERSECTIONS. DOWELS TO MASONRY WALLS
SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING
STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING.
REINFORCING STEEL SHALL BEAS SPECIFIED UNDER "MASONRY REINFORCING STEEL"
PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL SHEET NUMBER:
INTERSECTIONS. LAP ALL BARS 48 DIAMETERS. V-6" MINIMUM UNLESS NOTED ON
THE PLANS.
GENERAL NOTES & SPECIFICATIONS SCALE:
N.T.S.
1
REV: DATEBY: REVISION DESCRIPTION:
Title Report 0 08109/06 PRELIMINARY
PREPARED B)A LANDAMERICA LAWYERS 777LE GPH
ORDER NO. 07126815-19
REPORT DATED: AUGUST 2, 2006 12.7oTc 1 09/05/06 TITLE REPORT/FINAL
I215.96NG I GPH
Assessors Parcel No. 2 10/12/06 CLIENT COMMENTSIFINAL
626-19-035
I 212.95TC � GPH
Legal Description I I 3 o4/11ro7 CLIENT COMMENTS
g p 'I I I � I GPH
ALL THAT CERTAIN REAL PROPERTY Sl1UATED IN 774E COUNTY OF RIVERSIDE STA1E OF I RETA/N/N Q
CALIFORNIA, DESCRIBED AS FOLLOWS - WALL
LOT 172 OF TRACT f8774, IN THE CITY OF PALM DESERT, COUNTY.OF RIVERSIDE, STATE
A&E DEVELOPMENT
OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 138, PAGES 91 THROUGH 139
INCLUSIVE OF MAPS, 1N 774E OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPT FROM 7HAT PORTION OF SAND LAND LYING WITHIN THE SOUTHWEST QUARTER OF
SEC71ON 35, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, AND IN i $
THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF SEC77ON 2, I 1
TOWNSHIP 5 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, ALL COAL, OIL, GAS'
PETROLEUM AND 07HER HYDROCARBON SUBSTANCES IN AND UNDER SUCH PROPERTY,
TOGETHER W77H THE EXCLUSIVE 777LE AND RIGHT TO REMOVE SAID SUBSTANCES,
TOGETHER W77H SOLE RIGHT TO NEGOTIATE AND CONCLUDE LEASES AND AGREEMENTS
WITH RESPECT TO ALL SUCH SUBSTANCES UNDER 7HE PROPERTY AND TO USE THOSE \
POR7701VS OF THE PROPERTY WHICH UNDERLIE A PLANE PARALLEL TO AND 500.00 FEET I 214.65NG
BELOW THE PRESENT SURFACE OF THE PROPERTY FOR THE PURPOSE OF PIROSPEC77NG
FOR, DEVELOPING AND/OR EX7RAC77NG SUCH SUBSTANCES FROM 7N£ PROPERTY BY \ \
MEANS OF WELLS DRILLED INTO, OR THROUGH SAID POR770N OF THE PROPERTY FROM j
DRILL SITES LOCATED ON 07HER PROPERTY, IT BEING EXPRESSLY UNDERSTOOD AND
5 AGREED THAT GRANTOR, ITS SUCCESSORS AND ASS/GNP SHALL HAVE NO RIGHT TO I Z
ENTER UPON 774E SURFACE OF THE PROPERTY OR TO USE THE PROPERTY OR ANY
POR77ON THEREOF ABOVE 774E LEVEL OF THE AFORESAID PLANE, AS RESERVED BY JOHN
D. LUSK & SON, A CORPORA710N, IN DEED RECORDED MARCH 30, 1984 AS INSTRUMENT I m \ �� Z
NO. 84-65834 OF OFFICIAL RECORDS.
}
C w
Easements N89'f4'12"w �4.s9' - �a 5, N SITE BUILDER:
O ANY EASEMENTS OR SERNIVDES APPEARING IN 774E PUBLIC RECORDS (NO I 1 . 8N \ V II
DOCUMENTS AVAILABLE)
214.07TL \
O AN EASEMENT FOR PIPE LINE PURPOSES, RECORDED APRIL 23, f984 AS I V \ •
INSTRUMENT NO. 86064 OF OFFICIAL RECORDS (DOES NOT AFFECT 217.70Tr
• PROPERTY)
I GRAPHIC SCALE 9 m n
O6 AN EASEMENT FAR PUBLIC U77U7Y PURPOSES, RECORDED MAY 16, f984 \ 20 0 10 20
AS INS7RUMENT NO. 102766 OF OFFICIAL RECORDS (BLANKET IN NATURE)
O7 AN EASEMENT FOR UNDERGROUND PIPELINE AND APPURTENANCE
S i \ FEET 3 IMPERIAL PROMENADE, SUITE 100
PURPOSES, RECORDED SEPIEMBER 10, 1984 AS INSTRUMENT NO. f96973 SANTA ANA, CA 92707
OF OFFICIAL RECORDS (BLANKET IN NATURE)
10 ANY EASEMENT NOT DISCLOSED BY THOSE PUBLIC RECORDS *NCH g
IMPART CONSTRUCTIVE N077CE AND WHICH ARE NOT VISIBLE AND N \
APPARENT FROM AN INSPECTION OF THE SURFACE OF SAID LAND. (NO
DOCUMENTS AVAILABLE) I I \
\ ENGINEER/CONSULTANT:
Lease Area . =:'f 17 54N( \
k. �' 213.42FS
BEING A POR770N OF LAND W7MN LOT 172 OF TRACT MAP NO. 18774, IN l .r \
I V CALVADA
C
THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CAL/FORNIA, - � ` " -
•, SAS PER MAP RECORDED /N BOOK fad; PAGES 91 THROUGH 139 INCLUSIVE ;
� aY µ - Q A \ �_ SV�V���� INC.
OF MAPS, IN THE OFFICE OF 7HE COUNTY RECORDER OF SAID COUNTY, T-
AND MORE PAR77CULARLY DESCRIBED AS FOLLOWS = L SE AREA \ \ �•
/C l� 214.99TC \
r
S.. :, _ . . ; .. : .. . . 218.43Fs 411 Jenks Cir., Suite 205, Corona, CA 92880
.. �, COMMENCING AT 7H CENTERLINE IN TRY v .0 .,,.{-, ,. ._ ,... . ..- . .p v* '., w �. �e ,�; - ..�, •'
1 �- :. COIN ENC G E CEN1E L NE TERSEC7fON OF COUN CLUB DRIVE ..,,. .: �,._�r ,. � x ,_ O .. ,
v, h ,, PROPOSED MONOPALM ., ,.y,.; ,- - - -
_. ; .,. � . . , . _ � s .. _.. : - . ... , : . . ,. ,,. .�_ .. Phone. 951 280-9960 Fax. 951 280 9746
'AND EL DORADO DRIVE AND SAID POINT BEING 774E SOUTHWEST CORNER :. 589'f4 l
:,:.. --- GEOGRAPHICCOORDINATES ,
v. .r a1AF SEcnoN z, 7nw►vsH�P 5 sourH, RANGE 6 EAST OF THE SAN . , n, = .- Toll Free. 800-CALVAD*ww.colvado.com
f . _ t
4 ' ?..^ 218.97NG' .4
BERNARD/NO MERIDIAN, AS SHOWN ON SAND TRACT MAP 7HENC ON AT. 33 5 30.39 :. .
, E ALONG z:. " (HAD 8 .. a
- r c ONG.� 116'2018.49
THE CENTERLINE OF SAID EL DORADO DRIVE Noo4548T 12208 FEET � _ � .. � ill W 2t9.5tt �xr 3)
� 1. R JOB NO. 6568
THENCE LEAVING THE CENTERLINE OF SAND E< DORADO DRIVE S89'14 f2'7<, ��{'j -
«• 77,08 FEET TO THE POINT OF BEGINNING, THENCE N42�5'46�, 20.50 «<. 218.29FS S� • p IC'V �' HONEYSI�` I�LE DR
r .--' A� y LOT f72 213.62FS ��
FEET; THENCE S47'S3'14"E, 30.00 FEET, THENCE 54?tT6'46"W, 20.50 FEE1; ;-. d CABLE1 218 iG. kti tip' MB, 138/91-f39
THENCE N47"53'14'W 30.00 FEET TO 11�E POINT OF BEGINNING. ' g I RISER ;1
ri =I a A.P.N.
y FD MONUMENT
1 , *• 00*
��CONTA/NING 615 SQUARE FEET. N 219 081V6
.r.. 214.55 9 s ti. o APPROVALS:
of
.. 19Date of Survey ,,' *: I 219.48FS (�AA7PROVED BY: INITIALS:
,- �, ,° ': ; , "✓-
• AUGUST 3i ?006 h r• _" _ hot 13.38TC
" e• T �1
3 .99 ���. f � 214:02NG
7RA BbX/GNAL 4
�.�
LANDLORD
19.38FS r �[ 'nj w s�'y�� 15.44FS I
T:.
215 78F
219.16F 19.16FS 218.4 ~. ...: LEASING:
Geographic Coordinates at Proposed Kohopalm 1T74NG 215.28FS
219,06FS 17.67FS � 215.95E
219.05FS 218.67F SIDEWALK 17.42FS k `
1927 DA1UM LATITUDE 33' 45' 3032" LONGITUDE 116' 20' 15.45" 18.96FS 218.75Fs y - - - -- - - - - - - ,
17.2oFs -
15 53FS
• �-- ZONING'
1983 DATUM- LATITUDE 33' 45' 30.39" LONGITUDE 116' 20' 18.49" 4fiC- -__ --- - ; 217FS
.42E 2t6.a3F
L 218.81FS `218.69FS . 17.4LE 217.14F
TRAFFIC SIGNAL 17.56FS S RISER
216.24FS ( R.F.:
2[•�FS R/SEER
218.5 15.33TC
EIP:
TRAFFS218.47FS BOX SIGNAL
Basis of Bearings ,• C.P.M.:
STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83). CALIFORNIA ZONE 6 SITE INFO:
2 I SITE NAME:
IE04849-B
Bench Mark I a COUNTRY CLUB UB DR
THE NOS GP MONUMENT NO. A✓1 52 ELEVATION +• 200.71 FEET NAM 80 -
s a _
( ) SW. CDR, SEC. 2 N88"39 f9� ( PALM VALLEY
T.5S, R.6E,_S.B.M. - '_.�.. - - - 196 00, .-
FD MONUMENT 80.4S'
SITE ADDRESS:
76002 HONEYSUCKLE DRIVE
PALM DESERT, CA 92211
D RIVERSIDE COUNTY
R
SHEET TITLE:
10 ! Legend
---- CENTER LINE ,__ GUY WIRE J�H
FS FINISH SURFACE NG NA 7URAL GROUND T O P O C IA 1 I 1 I C
FRANW DR • FOUND MONUMENT POWER POLE
1
c I►�. GATE PROPERTY LINE d
U TOP TOP OF S1RUCIURE `J U RV 1.-
�o),pN D s Ap • GEODETIC COORDINA Ms 7YP TYPICAL
o VARY _�t��e o D.84 0'o +�-�««- CHAIN LINK FENCE 0 MAN HOLE (ELECTRIC)
R 10
d '' L.S.7780 * P,T.R. PRELIMINARY 171LE IPEPORT DRAWING INFO:
Exp.1241-07
ICV /RR/GA710N CANTROL VALVE DWG.NAME: DRAWN BY: DATE:
® WA7ER MAIN 06568 GPH 09/05106
~" Site
® MAN HOLE (SEWER)
Z H CICLE O
COU14TRY CLUB SHEET NUMBER:
Vicinity Map LS1 SHEET 10F 1
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i I I EXISTING SECURITY GUARD
3 IMPERIAL PROMENADE, SUITE 1100
GATE, AND ENTRANCE TO THE
COUNTRY CLUB
SANTA ANA, CA 92707
EXISTING HOME (TYP,) PLANS PREPARED BY:
W
NEW T-MOBILE UNDERGROUND 1 Q NEW T-MOBILE POINT OF
ELECTRICAL RUN AND 5' WIDE i �I ACCESS
UTILITY EASEMENT. (APPROX.
r
cl)
i
350' RUN)
I Y
NEW T-MOBILE r
W � O . , - i 7 _ LEASE AREA
mom r
1
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Consultants, I�
-
_ I -
NEW T-MOBILE 5' WIDE W
UTILITY EASEMENT FROM COUNTRY 11552 WINTERBERRY LANE
PUBLIC R/W. I I _ - -t TWO WAY - PLAINFIELD, IL 60585
I • OFFICE: (815) 230-9392
I ,
t FAX: (815) 230-l54S
= f HONEYSUCKLE DRIVE NEW T-MOBILE 12' WIDE
-- - . � ..
I r TWO WAY NON-EXCLUSIVE VEHICULAR ACCESS NO. DATE: DESCRIPTION: Y:
W � I _
EASEMENT THROUGH SECURITY GATE
I 1 5 31 07 PERMIT/CONSTRUCTION SM
cif 1 1 __ INTO ASSOCIATION, PROCEEDING TO / / DRAWINGS
Q I I 1 _ _ ; ' , - -, i f , , J HONEYSUCKLE WHICH LEADS TO THE
M b I
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EDGE OF T-MOBILE
LEASE AREA �'_ �- ,�O O� PQ`•�Q� \ �`' v i i ` j;'- \ \' 1
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COLOR TO MATCH EXISTING
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NEWT MOBILE 12 WIDE GE OF T-MOBIL
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SEE ENLARGED SITE - -
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PLAN ON A-2 1 \
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A
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 76002 1/2 HONEYSUCKLE DRIVE
EXISTING 56'-0" I ��� o - e PALM DESERT, CA 92211
HIGH PALM TREE ICV
I - EXISTING----,., STAMP:
EXISTING 53'-6" o �..-. TREE ' --- _ - HONEYSUCKLE DRIVE _ _ _ _ _ _ _ _ _
HIGH PALM TREE I (TYP.) - - -
o I o �` TWO WAY
EXISTING 54 -0
0R . 7
HIGH PALM TREE I o a o —EXISTING 50'-0" _ E A��C'�,.
' I HIGH PALM THE
EXISTING 49 -0 °
HIGH PALM p
TREE I � \ o10
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I j � � PROPOSED CINGULAR � d, 83q �
O I \ COMPOUND EXISTING CMU WALL EXISTING CONCRETE \z
EXISTING TRAFFIC O
CURB
SIGN (TYP,) �--- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O�Ai�F.�
PROPERTY LINE
p EXISTING 52'-0" ,
NEW T-MOBILE (] HIGH PALM TREE I NEW T-MOBILE 12 WIDE
NON-EXCLUSIVE VEHICULAR ACCESS
UNDERGROUND TELCO I
RUN AND 5' WIDE � � EASEMENT THROUGH SECURITY GATE
UTILITY EASEMENT. EXISTING 42'-0" INTO HONEYSUCKLE ASSOCIATION,WHICH LEADSNG TO
TO THE
w HIGH PALM TREE
(APPROX, 130' RUN) a LEASE
om a I EXISTING 51'-0" I EXISTING CONCRETE i SHEET TITLE:
I o w TREE CURB
EXISTING VERIZON 0 EXISTING Sa'-0"~~------ - -
VAULT AND NEW e w = �-- ui HIGH PALM TREE
T MOBILE POINT OF o �- EXISTING CONCRETE
CONNECTION �i w� � o W
SIDEWALK
! qW who SITE PLAN
L___ _ .� _ _ _ _ _At w _ _ - _ - _ _ _ - _____ _ _ _ _ - _ --~~ GAUNTRY CLUB DRIVE _ - - _ _ _ _ _ _ _ _ _ _ - _ _ —
� - TWO WAY �--_
0 GO * I
2
W
w s SHEET NUMBER:
Am
SITE PLAN SCALE; 1 1
1 " = 20'-0"
T N EMObile N®
0 NEW T—MOBILE ELECTRICAL Get more from lifer
PANEL MOUNTED ON CMU WALL.
REFER TO ELECTRICAL SHEETS
\ cj 3 IMPERIAL PROMENADE, SUITE 1100
E1 SANTA ANA, CA 92707
\ O PLANS PREPARED BY:
I NEW T—MOBILE 200A METER
I MOUNTED ON CMU WALL
EXISTING 51'-0" 5 tax
HIGH PALM TREE T \ E1
EXISTING CMU WALL y \
O
/ NEW T—MOBILE TELCO CABINET
/ MOUNTED ON CMU WALL. REFER Consultants Inc.
NEW 7' HIGH CMU ENCLOSURE, /
/ TO ELECTRICAL SHEETS
TEXTURE AND COLOR TO MATCH 11952 UJINTER5ERRY LANE
EXISTING 50'-0" EXISTING RESTROOM FACILITIES E1 EXISTING GRASS
I 2 / AREA PLAINT=TEED, IL ro0585
HIGH PALM TREE
I A / / OFFICE: (815) 230-9392
EXISTING 57'-6" 5 FAX: (815) 23m—l949
I HIGH PALM TREE /
EXISTING SEWER /
w I MANHOLE COVER // NO. DATE: DESCRIPTION: Y:
zl / + PERMIT CONSTRUCTION
�' / / 1 5/31/07 SM
�� ' DRAWINGS
Ldl
of ° �
RV SED FINAL
P RMITCONSTRUCTION
SMa 2 7/09/07 RAWINGS
NEW .(6) T—MOBI PANEL ^/i ��'� SECTOR A 1s
ANTENNAS MOUNTED ON 00 D O
/ NEW MONOPALM, PAINT TO '� \
/ MATCH PA FRONDS. V L�
0
NEW (1) & (5) FUTIRE T—MOBILE
NEW T— OBILE ERICSSON RBS 2106 EQUIPMENT
WORK LIG S, CABINETS MOUNTED ON CONCR
i TYP, (2) PAD
A7 A7
IQ n 0 �fURE BTS 1.
a I _
-70 6'e
DRIP LINE AND EXTENT y/ OF — i FUTURE BTS SITE INFORMATION:ARTIFICIAL MONOPALM ��
FOLIAGE. (WITHIN LEASE
AREA)
NEW BTS #1IE04849B
FUTURE BTS \
I L EXISTING 50' 6" NEW T—MOBILE 75' HIGH NEW CONCRET ' � � � _ ` � PALM VALLEY
HIGH PAL REE MONOPALM WITH ARTIFICIAL FOUNDATION
PALM FRONDS AND PAINTED
TRUNK TO RESEMBLE FAN 2
PALM AS / 76002 2 HONEYSUCKLE DRIVE
EXISTING QUIPMENT
I
s PALM DESERT, CA 92211TREETO EXISTING FUTURE BTS
REMOVED BE ,.
I \
STAMP:
I EXISTING 51'-6"
EXISTING 60'-0" HIGH PALM TREE \ //
HIGH PALM TREE FUTURE BTS
O / 7
A �
NEW 4'-0" WIDE
SWING GATE Z
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SHEET TITLE:
I I �
I N T—MOBILE GPS
I I
I ANTENNA MOUNTED
'EXISTING 56'L 0' ON NEW CMU WALL ENLARGED SITE
IHIGH PALM FREE EXISTING PALM TREES
I TO REMAIN ry PLAN
I EXISTING 531-6" O
HIGH PALM TREE N
NEW T—MOBILE
EXISTING 55'-0" LANDSCAPING TO SHEET NUMBER:
HIGH PALM TREE MATCH TING
CONDITIONS
SCALE: A
ENLARGED SITE PLAN 1
•
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3 IMPERIAL PROMENADE, SUITE 1100
SANTA ANA, CA 92707
PLANS PREPARED BY:
T.O. NEW T-MOBILE MONOPALM T.O. NEW T-MOBILE MONOPALM
75'-0" A.G.L. 75'-0" A•G.L,
Consultants, Inc.
11IB52 WINTERBERRY LANE
RAD CENTER OF NEW T-MOBILE ANTENNAS RAD CENTER OF NEW T-MOBILE ANTENN PLAINFIELD, IL 60585
" r
66'-0„ A.G.L.
OFFICE: (615) 230-93S2
\ it faY`l rr �r
N� 66 -0" A.G.L. FAX: (815) 230-7949
RAD CENTER OF NEW T-MOBILE ANTENN
RAD CENTER OF NEW T-MOBILE ANTENNAS = 3 =
/ 61 '-0" A.G.L. `,'' t fix, / ,► — — - NO. DATE: DESCRIPTION: Y:
61 -0 A•G•L• 1 5/31/07 PERMIT/CONSTRUCTION SM
DRAWINGS
4
w
.; . REV SED FINAL
, PER
CONSTRUCTION
T.O. EXISTING PALM r" / T.O. EXISTING PALM ^� /
2 7/09/07 SM
TREE 50►_6,� A.G.L. t�� . ,� .� �I, , ' � �"yr' '� ��'` ' 4"�' RAWINGS
TREE 52 -0 A.G.L. }t �� x�
T.O. EXISTING PALM T.O. EXISTING PALM
TREE 56'-0" A.G.L. TREE 49'-0" A.G.L.
NEW T-MOBILE ANTENNA, TYP.
(6), (2 / SECTOR)
NEW T-MOBILE 75'-0" HIGH
MONOPALM
NEW T-MOBILE 75'-0" HIGH
MONOPALM
SITE INFORMATION:
j O O 0 0
-- , T.O. EXISTING PALM
TREE 52' 0" A.G.L.
o a e T.O. EXISTING PALM
• 0, v o TREE 50'-0" A.G.L. IE04849B
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T.O. EXISTING PALM PALM VALLEY
TREE 42'-0" A.G.L.
Ito
o �
eo • O � �
�j L/ V
76002 1/2 HONEYSUCKLE DRIVE
4�; P do d � D PALM DESERT, CA 92211
0 0
O�, V -A C� c �o,� •D D •ti
o VY •o i. d1W`ti.•.O STAMP:
�f'' D I •v
ri
6
D , d c V _. + / � � 'imp o'!J. ,;.� , . �y � `.�� •� •Q � O S' Q lN � � f�
C 1934
Ren
L OF c P1%
FINISH ,--
_ ��FINISH GRADE
==- .: GRADE
0'-0" A.G.L.
0'-0" A•G.L. SHEET TITLE:
NEW T-MOBILE BTS EQUIPMENT
NEW LANDSCAPING NEW CINGULAR CABINET, TYP• (6)
TO MATCH EXISTING EQUIPMENT SHELTER ELEVATIONS
NEW T-MOBILE BTS EQUIPMENT NEW T-MOBILE EQUIPMENT NEW LANDSCAPING TO
CABINET, TYP. (6) ENCLOSURE, TEXTURE AND COLOR MATCH EXISTING
TO MATCH EXISTING RESTROOM
FACILITIES
NEW T-MOBILE EQUIPMENT ENCLOSURE,
SHEET NUMBER:
TEXTURE AND COLOR TO MATCH EXISTING
RESTROOM FACILITIES
SOUTH ELEVATION SCALE;
1 EAST ELEVATION
SCALE;
3/16 3/16" = 1 '-0" 2
T
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3 IMPERIAL PROMENADE, SUITE 1100
SANTA ANA, CA 92707
PLANS PREPARED BY:
T.O. NEW T-MOBILE MONOPALM T.O. NEW T-MOBILE MONOPALM
75'-0" A.G.L. IRV 75'-0" A.G.L. CDE
RAD CENTER OF NEW T-MOBILE RAD CENTER OF NEW T-MOBILE ANTENNAS Consultants, Inc.
ANTENNAS — — 11952 WINTERBERRY LANE
66'-0" A.G.L.
66'-0" A,G.L. PLAINFIELD, IL 60565
,, ��„ � OFFICE: (815) 230-9392
RAID CENTER OF NEW T-MOBILE '��, `� �� ' ` = �� �� �� � �� FAX: (815) 230-7949
ANTENNAS _
>� ..
RAD CENTER OF NEW T-MOBILE ANTENNAS< h a
NO DATE. DESCRIPTION: Y
61 ,_0» A.G.L. ,�_ , �,� �_ ►, — _
y �fix, ` 61 -0 A.G.L. ,� ",�
1 5/31/07 PERMIT CONSTRUCTION SM
io
DRAWINGS
RVF
SED FINAL
Y9 y 7 7 PERMCONSTRUCTION SM
AWINGS
gg y`A.y
EXISTING
PALM
TREES
/ X
NEW T-MOBILE ANTENNA, TYP.
NEW T-MOBILE ANTENNA, TYP. (6), (6), (2 / SECTOR)
(2 / SECTOR)
NEW T-MOBILE 75'-0" HIGH
NEW T-MOBILE 75 -0 HIGH MONOPALM
-
r MONOPALM
I
�� �--EXISTING !/,- SITE INFORMATION:
at
PALM TREES -= �� cam°
0
odb PALM VALLEY
.• W
�.ft• i•
• �` D �1 �� '�+ , o� .• �p , �� 76002 1/2 HONEYSUCKLE DRIVE
a PALM DESERT, CA 92211
..•,� . �� STAMP.
v
v o
a o � :b •b � w � —� I • � 1 I I V � o f Q
•
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OF CA
I
,
FINISH GRADE
A.
SHEET TITLE:
0 G.L.
NEW CINGULAR
NEW T-MOBILE BTS EQUIPMENT EQUIPMENT SHELTER NEW T-MOBILE EQUIPMENT
ENCLOSURE, TEXTURE AND COLOR
CABINET, TYP, (6) NEW LANDSCAPING TO TO MATCH EXISTING RESTROOM ELEVATIONS
MATCH EXISTING FACILITIES
NEW T—MOBILE EQUIPMENT NEW T—MOBILE BTS EQUIPMENT
NEW LANDSCAPING TO MATCH EXISTING ENCLOSURE, TEXTURE AND COLOR CABINET, TYP, 6
TO MATCH EXISTING RESTROOM � ) SHEET NUMBER:
FACILITIES
WEST ELEVATION SCALE: N SCALE:
3/16 = 1 '-0" 1 NORTH ELEVATION y - ,- 2
3/16 1 0
NOTES: •
1 . THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY T
. .
OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES
RELATED TO REPAIR OF CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE
EXPENSE OF THE CONTRACTOR. m rQ from
f2. SPECIAL INSPECTION IS NOT REQUIRED FOR INSTALLATION OF ANCHORS. Get more o ei file
3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED.
3 IMPERIAL PROMENADE, SUITE 1100
SANTA ANA, CA 92707
HILTI CARBON PLANS PREPARED BY:
CONCRETE WALL STEEL
OR SLAB KWIK BOLT-11
m w
wi,.l w Q
a
N�
xw
EQUIPMENT CABINET
WITH BASE FRAME CDE
� Consultants, Inc.A5 ANCHOR SCHEDULE � 1 �
BOLT HOLE "E" 11952 UJINTERBERRY LANE
(2) #5 BARS CONT. 0 TOP (TYP.) DIA. DIA. EMBEDMENT PLAINFIELD, IL 60585
r -___i 3 8" 3 8" 2 1 2" OFFICE: (aW 230-S3W
- _ - FAX: (8I5) 23m-7949
- 11291
1 /2„ 3 1 2"
5/811 5/8„ 4„
#5 VERT. BARS 0 16" O.C. (TYP.) NO. DATE: DESCRIPTION: Y:
3/4" 3/4" 4 3 4" 1 5/31/07 PERMIT CONSTRUCTION SM
DRAWINGS
Ll
1 ) INFORMATION SHOWN IN THIS TABLE IS IN ACCORDANCE WITH:
8" CMU SOLID GROUT CELLS ICBO REPORT ER-4627 REVISED FINAL
W/ f m=1,500 PSI j
2 7/09/07 PERMIT CONSTRUCTION SM
DRAWINGS
SCALE:
! HILTI KWIK BOLT-I I 1
#4 HORIZ. BARS 0 24" 0/C. (TYP.) N.T.S.
i I �
#7 DOWELS 0 16" 0/C. ATTACH CABINETS TO
j (36" MIN. OVERLAP) FOUNDATION WITH 1/2" DIA, PER PLAN
HILTI KWIK BOLT it (TYP.)
I j 18
Q 1 HEAVY DUTY
GATE FRAME INDUSTRIAL
—� ----- ------------ TYPE HINGE
i
o ----- --- --- - ----
M I
H1001
22 GA.
c'7 GATE LATCH \ GALVANIZED
W/ LOCK \ - STEEL DECK 2"
/ / / / DEEP
CD
%/\%\\\%\\%//\%/�\%/��\/��%\\%/\\%\\%/\\%\\%\\ \\%/\\%/\\%/\%\\%/\\\/\\�/\\\/\\�\\�/\\� /�\�� ZDIAGONAL
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• • • • •
3- TYP, 10 MIL VAPOR BARRIER W/ 4" SANG OVER
J \ SUPPORT STEEL
RECOMPACTED EARTH TO 90% 01 -
RELATIVE COMPACTION 3 -00 M L \
PER ASTM D1557 \ SITE INFORMATION:
#4 BARS 0 18" O.C. SHORT WAY \ - -
& (3) #4 BARS LONG WAY (TYP) 5" MIN. CONCRETE SLAB W/ 2,500 PSI
CONCRETE & #4 REINFORCING BARS 0 16" O.C.
EACH WAY CENTERED IN SLAB \\
\
IE04849B
1%
PALM VALLEY
U I P IVI E N T ENCLOSURE SECTION N.T.S. N.T.S.SCALE: SCALE: � 76002 1/2 HONEYSUCKLE DRIVE
EQUIPMENT 2 ACCESS GATE PALM DESERT, CA92211
STAMP:
7 0 or
c 19
OF
SHEET TITLE:
ARCHITECTURAL
D ETA I LS
SHEET NUMBER:
SCALE: SCALE: SCALE: 6 A=5
N.T.S. N.T.S. N.T.S.
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IMPERIAL PROMENADE, SUITE 1100
411 .. .....
SANTA ANA, CA 92707
14 1.1-;
A'i- PLANS PREPARED BY:
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II52 WINTERBERPY LANE
^2211
R*verside CA
------------ ........... ----- ------ ------------- PLAINFIELD, IL 60565
Anir Albanna
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--ICE: (815) 230-S3S2
01
FAX: (85) 230-1cJ4
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I5/31 /07 PERM IT/CONSTRUCTION SM
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B 66 Andrew TMiBXX-6516-R2M 2 2ft 120 2 0 Monopal-r-n-
c 66 Andrew TMBXx-65J6-R2M 2 2ft 240 2 0 Monopalm.
III E04849 B
----------------------- ------- -------------
PALM VALLEY
7
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76002 1/2 HONEYSUCKLE DRIVE
RU
ISTAMP:
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85 " 8 ETT I QV A I 4 4 E - 2
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4 4 Andrew J_.vTu'NF5-50A 7/9" 85 ft 8 ETT I WIZAA-10.12UB CDU 0
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SHEET TITLE:
RF SITE
CONFIGURATION
SHEET NUMBER:
MTN Mob I
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RF SITE CONFIGURATION N.T.S.
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RBS 2106 3 IMPERIAL PROMENADE, SUITE 1100
BTS CABINET
SANTA ANA, CA 92707
2 0 �
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PLANS PREPARED BY:
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111352 WINTERBERRY LANE
o PLAINFIELD, IL 60585
° m Sl,lg p a �°� OFFICE: (815) 230-WW
N 2 FAX: (815) 230—l949
° 3 NOTE:
NO. DATE: DESCRIPTION: Y:
BASE FRAME ° ° ° ° 6 ti�rk FACTORY PROVIDED � 5/3� /07 PERMIT/CONSTRUCTION SM
(GBF 9250) ° ROTEC CABLE ENTRY COVER PLATES NOT ERICSSION P/N# DRAWINGS
3 PORTS INCLUDED WITH SHOWN FOR CLARITY.BASE FRAME RBS BASE FRAME (PLYTH)
T—MOBILE SAP# NOT ISSUED REVISED FINAL
2 7/09/07 PERMIWRAWINGS
CONSTRUCTION SM
ERICSSON 2106 CABINET W/ BASE FRAME SCALE: 1 CABINET SPECS N.T.S. `SCALE: 2 RBS BASE FRAME (PLYTH) N.T.S.SCALE:
N.T.S. 3
PS ANTENNA
ROUNDING CONNECTOR 28 17/32'
L BRACKET
I PRE-DRILLED FOR GPS
(U CONNECTION
2) MALE CONNECTORS FOR COAX BASE FRAME o 0 0
(GBF 9250)
� 2) COAX TO EQUIPMENT (LMU)
• ii
•
O I W 2) 1/4' U-BOLT �D
(STAINLESS OR GALVANIZED) ° N,
o Ln w 2' GALVANIZED STEEL PIPE •
M �
#2AWG S13LID TINNED WIRE fU
M
CADWELD #2 AWG SOLID GROUND M
WIRE TO PIPE. RUN UP TO
o ANTENNA, AND DOWN TO EARTH —
GROUND RING. N SITE INFORMATION:
5'
FRONTo
i
25 19/32'
�ONCRETE CAISSON 45 9/3 2'
If 0q
nv 7100 48 5/8
• IE04849B
TM04-028 PALM VALLEY
GPS ANTENNA ON PIPE SCALE: 4 RBS BASE FRAME HOLE PATTERN SCALE: 5 NOT USED SCALE: 6 T60PALM DESERT, CA9202 1/2 2 DRIVE
11
N.T.S. N.T.S. N.T.S.
STAMP:
7 �
AR`ti�T�
\V� A.
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a. C 2419
'A Ron. 4�
��OF CA�`�Q�
SHEET TITLE:
ARCHITECTURAL
DETAILS
SHEET NUMBER:
SCALE: NOT USED SCALE: NOT USED SCALE:
A=7
NOT USED N.T.S. N.T.S. N.T.S. 9
PLANTING NOTES:
WEED CONTROL: •
THE LANDSCAPE CONTRACTOR C-27 SHALL PERFORM A THOROUGH WEED • o 1 e
�®
ABATEMENT PROGRAM, KILLNG AND REMOVING ALL WEEDS FROM THE SITE AND
SHALL BE COMPLETED PRIOR TO THE ADDITION OF ANY SOIL AMMENDNMENT. Get more from lifId"
EXISTING GRASS 1 NEW 30' WASHINGTONIA THIS SHALL BE DONE FOR ALL PLANTING AREAS, SPECIFICALLY, BUT NOT LIMITED
AREA MEXICAN FAN PALM TREE TO SLOPES & GROUNDCOVER AREAS. THE CONTRACTOR SHALL FOLLOW THE
FOLLOWING STEPS: 3 IMPERIAL PROMENADE, SUITE 1100
ALL DAMAGED TURF AREA TO BE SODDED 1. KILL & REMOVE ALL EXISTING WEEDS. SANTA ANA, CA 92707
2, IRRIGATE ALL AREAS TO BE PLANTED FOR (2) WEEKS.
AT COMPLETION 3. KILL & REMOVE ALL NEWLY GERMINATED WEEDS. PLANS PREPARED BY:
EXISTING GRASS 4, REPEAT STEPS 2 AND 3.
O AREA 5, INSTALL PLANT MATERIAL >>:
SOIL TEST:
0 0 AFTER SOIL HAS BEEN SET IN PLACE & PRIOR TO ANY SOIL PREPARATION, THE
(1) NEW 25' WASHINGTONIA CONTRACTOR SHALL FURNISH SOIL TESTS OF THE SITE FOR AGRICULTURAL
MEXICAN FAN PALM TREE FERTILITY AND TO DETERMINE PROPER SOIL AMMENDMENTS. TEST ARE TO BE
PERFORMED BY A MEMBER OF THE CALIFORNIA ASSOCIATION OF AGRICULTURAL
—I- LABORITORIES WITH COPIES SENT TO THE OWNER & LANDSCAPE ARCHITECT, Consultants Inc.
PRIOR TO INSTALLATION.
(1) NEW 20' CHAMAEROPS o SOIL PREPARATION: 11952 UJINTERBERRY LANE
HMILIS MEDITERRANEAN FAN PLAINFIELD, IL 60585
PALM (1) NEW SCHINUS MOLLE OFFICE: 1815) 230-93S2
(1) NEW SCHINUS "'-- CALIFORNIA PEPPER THE FOLLOWING IS PROVIDED FOR BID PURPOSES ONLY AND SHALL BE MODIFIED
MOLLE CALIFORNIA �\ AS NECESSARY GIVEN THE RESULTS OF TIE SOILS TEST, THE CONTRACTOR SHALL FAX: (815) 230-1949
PEPPER BE PREPARED TO PROVIDE DELIVERY SLIPS AND EMPTY FERTILIZER BAGS ON
(1) NEW SCHINUS MOILS / - = - --- - -- SITE FOR VERFICATION OF MATERIAL. NO. DATE: DESCRIPTION: Y:
CALIFORNIA PEPPER 1 BACKFILL MIX FOR USE OF PLANTING ALL DESERT TREES, SHRUBS & VINES 1 5/31/07 PERM IT/CON STRUCTION M
--- --
NATIVE SITE SOIL. DRAWINGS S
O 2, ALL PALM TREES TO BE PLANTED WITH 100% CLEAN PLASTER SAND, REFER
REVISED FINALTo PALM TREE PLANTING NOTES AND DETAIL FOR FURTHER SPECIFICATIONS.
2 7/09/07 PERMIT CONSTRUCTION SM
..
VINES ESPALIERS
RAWINGS
0
( E NEW 20' WASHINGTONIA ALL NURSEREY STAKES AND/OR TRELLISES SHALL BE REMOVED, PLANTES
MEXICAN FAN PALM TREE
• � ATTACHED TO WALLS OR FENCES
BRANCHES ARE TO BE CAREFULLY SPREAD ABD
- WITH AN APPROVED FASTENER AND TWIST TIE.
• 1 NEW 20
HMILIS ROPS H PLANTING MATERIAL LEGEND:
. • HMILIS
0
- FAN IMEDTERRANEAN PALM TREES SMT� � HEIGHT/SPREAD:
•
0 WASHINGTONIA ROBUSTA — MEXICAN FAN PALM 3 1-20' 1-25' 1-30' BTH 60'-80'/10'-12'
---- _
SCHINUS MOLLS — CALIFORNIA PEPPER 3 24"BOX — MULTI 25'-10'/40'
NEW 2X4 TREX CHAMAEROPS HMILIS — MEDITERRANEAN FAN PALM 2 15 GAL. 20'/20'
A R AR- ,• � - HE DE BO D TO BE
PLANTED AROUND NEW/
T—MOBILE LEASE• ,• i _� AREA
� o
oo SITE INFORMATION:
iSHRUBS
., E I TIO
CALLIANDRA CALIFORNICA — BAJA FAIRY DUSTER 14 5 GAL. 4' — 6'/EQ.
BOUGAINVILLEA ROYAL PURPLE" 15 5 GAL. 5 GAL.
IE04849B
0 0 -
ROSA FLORIBUNDA ICEBERG 11 5 GAL. 5 GAL. PALM VALLEY
VINES
�/ �\ • BOUGAINVILLEA SP. *BARBARA KARST" — BOUGAINVILLEA 14 15 GAL. 20' — 50'/EQ, 76002 1/2 HONEYSUCKLE DRIVE
o PALM DESERT, CA 92211
o - .:::.:.:.:.: STAMP:
x DECOMPOSED GRANITE
EXISTING PALM \ . \ _ � � D ARc '�,
TREES TO BE
REMOVED
NEW/ DECOMPOSED GRANITE,CONTRACTOR TO INSTALL ADDITIONAL COMMENTS PER PUBLIC WORKS: a C249"A
FELT BARRIER UNDERNEATH
GRANITE INSIDE T—MOBILE
NEW IRRIGATION LEASE AREA 0��T� V�
EXISTING PALM h ��i AUTOMATIC Ca���
TREES TO REMAIN CONTROLLER 1 .) ANY NEW PALMS THAT HAVE THE FRONDS CUT BACK WILL NOT BE ACCEPTED,
EXISTING 60'-0"
HIGH PALM TREE
2.) PALMS THAT HVE BEEN "PENCIL" CUT WILL NOT BE ACCEPTED,
O
EXISTING 40'-0" �.�' - ALL DAMAGED TURF AREA TO BE
HIGH PALM TREE <.
SODDED AT COMPLETION
SHEET TITLE:
' .. o NEW 2X4 TREX HEADERBOARD TO BE
PLANTING PLAN
PLANTED AROUND NEW T—MOBILE
-_ - LEASE AREA
M b I
. - N
SHEET NUMBER:
�N w
SCALE:
PLANTING PLAN
IRRIGATION LEGEND:
W 0 le
SYMBOLS: DESCRIPTION:
THE LANDSCAPE CONTRACTOR SHALL REVISE EXISTING WATER MAIN, , Get more from lifer
CONTRACTOR TO VERIFY W W PRESSURE SUPPLY LINE
THE EXISTING IRRIGATION SYSTEM TO EXACT LOCATION .
PROVIDE 100% COVERAGE TO THE EXISTING \ 3 IMPERIAL PROMENADE, SUITE 1100
EXISTING GRASS TURF AREA TO REMIAN, THE LANDSCAPE W SANTA ANA, CA 92707
AREA CONTRACTOR SHALL COORDINATE WITH PALM `; DRIP METER
VALLEY COUNTRY CLUB MAINTENANCE STAFF PLANS PREPARED BY:
FOR THE LOCATION OF EXISTING VALVES,
WIRES AND MAINLINES,
O ` ��' WATER
cG,p VALVE AUTOMATIC CONTROL VALVE
W ACCESS
0
CDE
rw Consultants, Inc..
A z FULL PORT BALL VALVE IIS52 WINTERBERRY LANE
ICV PLAINFIELD, IL 60565
OFFICE: (615) 230-9392
IRRIGATION NOTES: W FAX: (815) 230-7g4g
-- - NO. DATE: DESCRIPTION: Y:
/' - --- THE DESIGN IS DIAGRAMMATIC. ALL EQUIPME SHOWN IN PAVED AREAS IS FOR DESIGN CLAFIRCATION ONLY AND IS TO BE INSTALLED
- - WITHIN PLANTING AREAS AS NECESSARY, 1 5/31 /07 SM
PERMIT CONSTRUCTION
W W DRAWINGS
DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FEW THAT UNKNOWN CONDITIONS
yy - � _ EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED, ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE
IRRIGATION CONTRACTOR SHALL ASSUME ALL REVISED FINAL
W RESPONSIBLITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY DE OWNER 2 /p /07 PERMIT CONSTRUCTION
ATTENTIONTHE OWNERS REPRESENTATIVES PRIOR TO ANY WORK OR THE
7 9 SM
DRAWINGS
INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL
LOCAL CITY AND COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION,
-- THE SYSTEM IS DESIGN FOR A MINIMUM OPERATING PRESSURE OF 60 PSI, THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS 3 THE
- - IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON TIE SITE PRIOR TO THE START OF INSTALLATION,
- THE ACTUAL LOCATION FOR THE INSTALLATION OF BACKFLOW PREVENTOR AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN
W - THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. BACKFLOW DEVICE SHALL BE INSTALLED
W IN SHRUB PLANTING AREA ONLY.
-- -
_ POWER SOURCE TO PROVDED BY OTHERS T THE CATION OR TIE AUTOMATIC CONTROLLER, IRRIGATION
' W 110 V. ELECTRICAL C BE O E S 0 E LOCATION F
-- Y CONTRACTOR TO BE RESPONSIBLE FOR THE FINAL CONNECTION TO THE EQUIPMENT.
• � �\ EXISTING
EAGRASS
ALL VALVE BOX COVERS ARE TO BE LABELED WITH 1" HEAT BRANDED LETTERS: 'Q.C.' FOR QUICK COUPLERS, B.V. FOR BALL VALVES
AND I V AN STATION R CONTROL V
• .C. D S 0 0. 0 CO OL VALVES.
- �Q W CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICES FOR ALL LOW HEADS TO PREVENT LOW HEAD DRAINAGE AND
\ POSSIBLE SOIL EROSION.
- THE IRRIGATION CONTRACTOR HA B RESPONSIBLE FOR THE COORDINATION F POSSIBLE ON-SITE INSPECTIONS WITH THE CITY OF
I C O SHALL E B E E I 0 E O S E
W - NEW T-MOBILE WATER PALM DESERT AND THE LANDSCAPE ARCHITECT TO BE SCHEDULED PER THE CITY OF PALM DESERT INSPECTION SCHEDULE.
LINE TO CONNECT TO
-- EXISTING WATER MAIN X
- L PARTIES CONCERNED FOR THE VERIFICATION 0 JOB COMPLETION AND EXECUTION
FINAL WALK-THROUGH T RO G 0 THE PROJECT WITH AL F P
OF WORK PER THE PLANS AND SPECFICATIONS,
• REPRODUCIBLE AS BUILT
.. . - THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON THE COMPLETION OF THE JOB. A SET OF
0 i - DRAWINGS. WHICH SHALL BE VERIFED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH,
i l
IRRIGATION` D j TH RI SHALL BE FULLY GUARANTEED FOR A PERIOD OF 1 YEAR. ANY DEFECTIVE EQUIPMENT. MATERIALS OR POOR SITE INFORMATION:
E G N H
— `" -- WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,
w DRIP IRRIGATION NOTES:
THE IRRIGATION CONTRACTOR SHALL BE EXPERIENCED IN THE INSTALLATION, OPERATION AND MAINTENANCE OF DRIP IRRIGATION
EQUIPMENT, ANY QUESTIONS OR INADEQUACIES ON THE PART OF THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION,
IE04849B
\ - INSTALL ALL EQUIPMENT AS SHOWN ON THE PLAN AND DETAILS. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL
REQUIREMENTS FOR DRIP EQUIPMENT AND INSTALLATION,
PALM VALLEY
THE NUMBER OF EMITTERS SHOWN ON THE PLANS MAY BE APPROXIMATE, DUE TO THE SPECFIC RELATIONSHP OF EMITTERS TO PLANT
QUANTITY, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE EXACT NUMBER OF TREES AND SHRUBS AND INSTALL THE
' - W CORRECT NUMBER OF EMITTERS,
-------" 76002 1/2 HONEYSUCKLE DRIVE
ALL POINTS OF EMISSION FROM EMITTERS MUST BE PORTED ABOVE GRADE, PROPERLY STAKED AND FITTED WITH AN APPROVED BUG
CAP, PALM DESERT, CA 92211
ALL EMITTER OUTLETS ARE TO BE PLACED WITH THE DRIP LIE OF THE PLANT OF HALFWAY BETWEEN THE PLANTS STALK OR TRUNK AND
STAMP:
/ \ - THE OUTER EDGE OF ITS' FOLIAGE. LARGE PLANTS REQUIRING MULTI-OUTLETS ARE TO BE EVENLY SPACED AROUND TIE DRIP LINE.
ALL LATERAL LINES ARE OBE INSTALLED WITH AN APPROVED AUTOMATIC DRAIN VALVE AT THE END 0 EACH RUN,
EXISTING 60'-0"
`\ -___ ALL PIPING SHALL BE FLUSHED CLEAN PRIOR TO THE INSTALLATION OF BITTERS AND END DRAIN VALVES.
HIGH PALM TREE ALL EQUIPMENT AND DISTRIBUTION PORTS ARE TO BE INSPECTED ON A REGULAR BASIS TO ENSURE PROPER OPERATION, ANY ��E A PG,y�TF
- RESTRICTION IN EMITTER FLOW SHALL BE ANALYZED FOR CAUSE AND REPAIRED IMMEDIATELY. ALL FILTER SCREENS ARE TO BEc�.
- NEW IRRIGATION INSPECTED AT 1 WEEK AFTER INSTALLATION FOR DEBRIS BUILD-UP AND DETERMINE FUTURE MAINTENANCE SCHEDULE ACCORDINGLY,
AUTOMATIC
\ / _ CONTROLLER
/ - - en
C
OF CA��FO�
EXISTING PALM
TREES TO REMAIN
-- NEW 2X4 TREX
HEADERBOARD TO BE
PLANTED AROUND NEW
;. SHEET TITLE:
• T-MOBILE LEASE AREA
r
r
IRRIGATION PLAN
N
M b I
EXISTING 40'-0" SHEET NUMBER:
-/
HIGH PALM TREE
SCALE:
IRRIGATION PLAN 3/8„ = 1 ,_p„ 1
-
UNION NON—PRESSURE LINE
WALK, PAVEMENT, OR PRESSURE LINE (MAIN OR �®
FINISH GRADE TAN COLORED PLASTIC OTHER STRUCTURE LATERAL)
T Mobile
VALVE BOX WITH LOCKING 2 1 6' MIN.
LID BRANDED G.V, FINISH GRADE Get more from life®
3 IMPERIAL PROMENADE, SUITE 1100
4 a SANTA ANA, CA 92707
G
coATE VALVE R
N
2 J
PLANS PREPARED BY:
10 5 3 N MIN. DIRECT BURIAL
\/ \ LOW—VOLTAGE
\ CONTROL WIRE
SLEEVE AS \
SHOWN ON PLAN N CLEAN SAND
P.V.C. MAINLINE \ \ \ \ \ BACKFILL CDE
\ Consultants, Inc.
\ \
11 INt Y AN_ 952 UJ E RBE R E
\ R L
\ \
_ NOTE:
6 7 8 9
j 1 . ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. PLAINFIELD, IL �oQ�585
2. BUNDLE & TAPE WIRING AT 10 INTERVALS. OFFICE: (615) 230-9392
TWO CUBIC FOOT P.V.C. MALE ADAPTER 3. TIE A LOOSE 20�� LOOP IN WIRING AT CHANCE OF DIRECTION GREATER FAX: (815) 230-1949
2 REQUIRED LEGEND THAN 30 DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN
OF PEA GRAVEL
( ) MADE. NO. DATE: •DESCRIPTION. Y.
1. MULCH BED. 6. PILOT WIRE. 4. INSTALL ALL CONTROL WIRE ON THE UNDERSIDE OF THE MAINLINE PIPE, 1 5/31 /07 PERMIT/CONSTRUCTION SM
NOTE: INSTALL VALVE BOX SO 2. FINISH GRADE. 7, COMMON WIRE. 5. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION DRAWINGS
THAT THE TOP OF COVER IS 2" 3. PVC PIPE (DEPTH PER SPECIFICATION). 8. 3/4" CRUSHED ROCK. REQUIREMENTS.
4. RAIN BIRD MODEL XCZ-075 XERIGATION 9. 2" x 4" x 12" REDWOOD FOR SUPPORT. 6. PIPE DEPTH FOR PRESSURE MAINLINE SHALL BE 24" MINIMUM REVISED FINAL
ABOVE FINISH GRADE CONTROL ZONE ASSEMBLY. 10. 12" x 18" RECTANGULAR VALVE BOX. 7. PIPE DEPTH FOR NON—PRESSURE LATERAL SHALL BE 12" MINIMUM. 2 7/09/07 PERMIT CONSTRUCTION SM
5. WIRE CONNECTOR. 11 . PVC UNION FOR SERVICING ASSEMBLY. RAWINGS
8, PIPE DEPTH FOR ALL LINES UNDER PAVEMENT SHALL BE 24" MINIMUM,
FULL PORT BALL VALVE N.T.S.SCALE: 1 AUTOMATIC CONTROL VALVE N.T.S.SCALE: 2 TRENCHING N.T.S.SCALE: 3
HYBRID CONTROLLER: DRIP METER _ THE FOLLOWING GUIDELINES ARE PROVIDED TO ASSIST IN NEW PLANTING AND TRANSPLANTING OF LARGE PALM TREES IN
THE PLANTING AREA, INCLUDING WASHNGTONIA ROBUSTA (MEXICAN FAN PALM) AND WASHNGTONIA FILIFERA (CALIFORNIA FAN
RAIN BIRD ESP-40MC—P PALM). ALL PALM TREE HEIGHTS SPECIFIED ON THE PLANS ARE 'BROWN TRUNK HEIGHT' UNLESS OTHERWISE NOTED. TRIM
-- -OUTDOOR WALL MOUNT - - (HEIGHT SHALL BE MEASURED FROM FINISH GRADE TO THE BASE OF THE HEART LEAF. CARE SHOULD BE TAKEN IN
CMU WALL FINISH GRADE EXCAVATING, PLANTING OR WORKING NEAR EXISTING UTILITIES OR IRRIGATION SYSTEMS. DEVELOPER SHOULD CHECK EXISTING
UTILITY DRAWINGS AND AS-BUILT PLANS FOR EXISTING UTILITY AND IRRIGATION LOCATIONS. NEW PALMS TO BE PLANTED IN
THE AREA SHOULD BE GROWN UNDER SIMILAR CLIMATIC CONDITIONS. ALL PALMS SELECTED FOR PLANTING SHOULD BE
INSPECTED FOR HEALTH, VIGOR AND OVERALL FORM.
FERTILIZER, ROOT GROWTH STIMULANT: STIMULANT SHALL BE VITAMIN B-1 AS MANUFACTURED BY CAL-LIQUID. COOKE.
\ PRE—ASSEMBLED TRIPLE CHICAN& ORTHO, OR EQUIVALENT.
�""~°•�"•" - PVC TYPE WITH
SWING JOINT, PALM BACKFILL SOIL THE IMPORT PLANTING SOIL SUPPLER SHALL PROVIDE THE CONTRACTOR A GUARANTEE THAT THE SOIL
o \ 0—RINGED JOINTS, MIPT INLET SHALL CONSIST OF EITHER FINE SAND OR LOAMY SAND TEXTURED SOIL SILT CLAY CONTENT OF THIS SOIL SHALL. NOT
AND MIPT OUTLET LAY EXCEED 20 % BY WEIGHT WITH A MINIMUM 95% PASSING THE 2.0 MILLIMETER SIEVE, THE SODIUM ABSORPTION RATIO ISAR
PVC SCH 80 - » SHOULD, NOT EXCEED 5 AND THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION EXTRACT OF THIS SOIL SHOULD
- - - LENGTH TO BE 6 MIN. SIZE NIPPLE (TYP.) EXCEED 3.0 MILLIOSMOL PER CENTIMETER AT 25 CENTIGRADE THE BORON CONTENT OF THIS SOIL SHOULD BE NO GREATER
AS PER SPRINKLER OUTLET THAN 1 PPM AS MEASURED ON THE SATURATION EXTRACT,
r•M� oryo+ si e
-- -- -- - �_
PVC SCH 40 PLANTING: PLANTING OF PALMS SHOULD NOT BE SCHEDULED BEFORE MAY 1 OR AFTER OCTOBER 15.
THREADED COUPLING PVC LATERAL LINE PIPE PALM FROND REMOVAL AND TYING IN PREPARING PALM TREES FOR RELOCATION/PLANING, ALL DEAD FRONDS SHOULD BE SITE INFORMATION:
REMOVED AND, IF SO NOTED ON THE PLANS, THE ENTIRE TRUNK SKINNED CLEAN TO THE HEIGHT OF THE GREEN FRONDS.
JUNCTION BOX 2—INCH PVC SCH 40 T CARE SHALL BE TAKEN TO PREVENT INJURY TO THE TRUNK OF THE TREE GREEN FRONDS BELOW A HORIZONTAL POSITION
SHALL BE NEATLY CUT OFF, LEAVING A 4" STUB. ALL REMAINING FRONDS SHOULD BE LIFTED UP AND TIED TOGETHER IN
-- I - - CONDUIT AND FITTINGS TWO LOCATIONS AROUND THE CROWN IN AN UPRIGHT POSITION. DIE CAUTION SHOULD BE TAKEN NOT TO BIND OR INJURE
1 —INCH PVC SCH 40 LC THE CROWN. A LIGHTWEIGHT COTTON ROPE OR CORD, NOT LESS THAN )4" DIAMETER, SHOULD BE USED IN TYING UP THE
CONDUIT AND FITTINGS FRONDS; WIRE SHALL NOT BE USED. AFTER TYING, THE TPS OF THE FRONDS SHOULD BE 'HEDGED-OFF' ABOVE THE
TO POWER SUPPLY CROWN APPROXIMATELY 1/4 TO 1/2 OF THE FROND LENGTH. DEFRONDNG AND TYING WORK SHALL BE COMPLETED PRIOR
LPVC SCH 40 SxSxT TEE TO DIGGING THE ROOTBALL.
FITTING LATERAL x IE04849B
SPRINKLER INLET SIZE DIGGING THE ROOTBALL: WHEN DIGGING OUT THE ROOTBALL, NO EXCAVATION SHALL BE DONE CLOSER THAN 2C TO THE
TRUW AT GROUND LEVEL AND THE EXCAVATION SHALL EXTEND BELOW THE MAJOR ROOT SYSTEM TO ANNULI DEPTH OF SIX PALM VALLEY
WIRES TO REMOTE 851 FEET. THE BOTTOM OF THE ROOTBALL SHALL BE CUT OFF SQUARE AND PERPENDICULAR TO THE TRUNK BELOW THE
- - CONTROL VALVES MAJOR ROOT SYSTEM, UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT DOWN THE SIZE OF THE ROOTBALL IN
WIDTH OR DEPTH.
SCALE: SCALE: CARE SHALL BE TAKEN NOT TO FREE-FALL, DRAG, ROLL OR ABUSE THE TREE OR PUT A STRAIN ON THE CROWN AT ANY
FOUR PROGRAM HYBRID CONTROLLER 4 DRIP METER OUTLET � TIME. A PROTECTIVE DEVICE SHALL BE USED AROUND TIE TRUKK OF TIE TREE WHLE LFTNG AND RELOCATING SO AS NOT 76002 1/2 HONEYSUCKLE DRIVE
N.T.S. N.T.S. TO SCAR OR SKIN THE TRUNK IN ANY WAY. THIS DEVICE SHALL CONSIST OF EITHER A RUBBER OR LEATHER SLING MADE PALM DESERT, CA92211
OUT OF TIMBERS SUFFICIENTLY SIZED TO WITHSTAND THE CABLE/CHOKER PRESSURE AT NO TIME SHALL TREES BE BALLED
OUT AND LAID ON THE GROUND WITH ROOTBALL LEFT EXPOSED TO DIRECT SUNLIGHT AND AIR. THE ROOTBALL SHALL BE STAMP:
KEPT MOIST AND SHADED AT ALL TIMES. PALMS SHALL NOT BE STOCKPILED FOR REPLANTING.
CONTRACTOR SHALL PROVIDE TREE IRRIGATION: TREE IRRIGATION SHALL BE CLOSELY MONITORED SO AS TO INSURE PROPER MOISTURE AT ROOT ZONE,
STAKING AS PART OF HIS BID. TREE
STAKING WILL BE REVIEWED ON SITE "V.I.T. CINCH TIE" TREE TIE (4) PLANTING OF PALMS: EXCAVATION FOR PLANTING SHOULD INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE 1;1.
1 WITH CITY INSPECTOR. LANDSCAPE o o- ° o REQUIRED SECURE TO TOPSOIL ENCOUNTERED WITHIN TIE AREAS TO BE EXCAVATED FOR THE TREE HOLES. ALL TREE HOLES SHOULD HAVE 7
� VERTICAL SIDES WITH ROUGHENED SURFACES AND SHOULD BE OF A SIZE THAT IS TWICE THE DIAMETER. CENTER PALM IN 0 AR
3 ARCHITECT AND LANDSCAPE CONTRACTOR. ° o, ° "tio °o STAKE PER MANUFACTURERS PIT OR TRENCH; ALIGN WITH EXISTING PALMS, OR AS SPECIFIED ON DRAWINGS. SET PALMS PLUMB AND HOLD RIGIDLY IN
o`er �8 POSITION UNTIL BACKFLL MATERIAL HAS BEEN TAMPED FIRMLY AROUND BALL OR ROOTS. PALMS SHALL BE BACKFILLED 0
2 CREDIT WILL BE GIVEN FOR ALL TREES �o� ®° o RECOMMENDATION PLACE U L o;;
NOT REQUIRING �oe o BELOW BRANCHING YOKE OF WITH EQUAL PARTS OF SPECIFIED BACKFLL AND NATIVE SOIL THOROUGHLY MIXED TOGETHER. f'
STAKING. ° TREE BACKFILLING AND COMPACTIOk FOLLOWING PLANTING WORK, ALL REMAINING EXCAVATION SHALL BE BACKFLLED AND J 19
�j COMPACTED. BURYING OF DEBRIS IN HOLES SHOULD NOT BE PERMITTED, EXCESS SOIL AND DEBRIS FROM THE RELOCATION enN %�
2" DIA, GALV, STEEL WORK SHALL BE DISPOSED OF OFFSITE PROPERLY IN A LEGAL MANNER. PLANT MATERIALS DISTURBED BY EXCAVATING, �T �¢
PLANTING, OR REPLANTING SHALL BE REPLACED. �aF CA��F
STAKES: FOR 15 GALLON
�° ° OR LARGER MAINTENANCE: MAINTENANCE SHALL INCLUDE WEEKLY WATER MANAGEMENT TO NCLUDE SOIL PROBING AND OBSERVATION OF
�o O-- ® ��► SOIL MOISTURE SENSING DEVICES AND PALM TREE PRUNING. PRUNING SHALL BE DONE WITH RECIPROCAL SAWS (CHAIN
4ai� SAWS WILL NOT BE ALLOWED). SAW BLADES SHOULD BE STERLIZED BETWEEN EACH TREE WITH A MIX OF 50% HOUSEHOLD
9 $
° °o o SET OF TOP ROOTCROWN
=''z�`• � O ® 0 80- � � BLEACH AND 5090 WATER FOR TEN MINUTES, PRUNING SHOULD BE DONE TO MAINTAIN A NEAT APPEARANCE.
::�.;�• ;;;;.. o
•; :�:� �o &� oo ° FLUSH W/ FINISH GRADE
FINISH ° NATIVE SITE SOIL BACKFILL NATIVE SITE SOIL BACKFILL
FINIS SHEET TITLE:
GRADE GRADE
-- . x
INSTALL PALM AT A FINISH GRADE AS IT WAS IN FIELD
GROWN CONDITION,
UNDISTURBED LANDSCAPING DETAILS
NATIVE SOIL
1 , PALM SPECIES, �r
I—� 1I--
2. FINISH GRADE ® PALM. 8" MIN. —UNDISTURBED
3. SAND FINISH GRADE. 3X DIA. OF NATIVE SOIL U SHEET NUMBER:
4, CLEAN SAND BACKFILL. SATURATE IN 12" LIFTS. ROOTBALL 2x DIA. OF
5, FINISH SURFACE (SEE CIVIL ENG. PLANS). ROOTBALL
6, 90% RELATIVE COMPACTED SUBGRADE.
SCALE;
PALM PLANTING SHRUB PLANTING PALM TREE PLANTING NOTES: SCALE 1
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3 IMPERIAL PROMENADE, SUITE 1100
SANTA ANA, CA 92707
PLANS PREPARED BY:
760 3417098 01 .53.03 p.m, 06-27-2007 1 12 760 3417098 01:53:32 p.m.. 06.27-2007 t2
CDE
.
) Consultants Inc.
73-5 t 0 FRED TAR.ING DRm 73-51 D PR.ED TARING Dpj E 11952 WINTERBERRY LANE
vu PALm Dmw, CALIFORNIA92260-�2578 PLAINFIELD, IL �00585
PALM DESERT, CALIFORNIA 92260-2578 , �, OFFICE (815) 230 WW
I TEL: 760 346-..o6 ix FAX: (815) 230-I949
7 34 7 � FAQ 76o 34I-7t?9�3 NO. DATE: DESCRIPTION: Y:
s rnfcplm-deacrt, +xg / / PERMIT CONSTRUCTION nfc palrawticsrn.org; . 1 5 31 07 DRAWINGS
SM
REVISED FINAL
2 7/09/017 PERMIT CONSTRUCTION SM
Landscape Inspection Schedule RAWINGS
1) Sleeving 1 Grading
a Sleeve diameter, type, depth and location PUBLIC WORKS DEPARTMENT
b. Soff surface drainage, elevations and trash (including Weeds & rubble) LANDSCAPE PLAID REQUIREMENTS
2) Hardscape 1 Boulders - Cobble
a. Sidewalk and gall layout In conformance With Municipal code Chapters 24.04 Voter-efficient Landscape" and
b• Utilities location 25.55.120 "Tree Requirements", the following policies have been implemented
c. Boulder type, size, Freight and placement regarding landscape and Irrigation plans.
r
3) Irrigation System Rough — In
a. 'trench depth and location Prellrninary landscape plans, one (1 ) set, must be submi ted to thy: Pudic Works
b. Pi a size and class . a
p Department concurrently With grading plans. Preliminary landscape plans must include,
c. Pressure test (125 psi for 6 hours)
as a minimum', the folloVing;
4) Plant Material (trees & Shrubs) SITE INFORMATION:
a. Condition a. Hardscape.
b. Type b. {overhead utility lines.
c. Placement c. Plant pallet.
d• Plant location.
5) Ground Cover (decomposed granite) e. Address of the project. IE04849B
a. Type f. North arrow,
PALM VALLEY
b. Depth and spacing g. Square footage of:
C. Compaction turf.
� Final � 0 shrubs.
76002 1 J2 HONEYSUCKLE DRIVE
total landscape area (distinguish between off-site and can-site). PALM DESERT, CA 92211
a. lydgation: �Location
• STAMP:
• i • h• Lr�Gattt�n map.
■ap•
I) Valves, boxes and Wlr�ng i. Architect/Landscape Architect/Designer name.
ii) Controller operation and schedule Viclnl rna
lii) Sprinkler, bubbler andlor�ddp emifter type, flow rate and �• p' r
quantity
}/,•jeer plant k. Irrigation sleeving under hardscape. <1 c o ARC
Iv) Overall operation I. Project name and number,
l
v) As built
1
,9
b. Tree staking eta
c. Overall C�F°�
*'*'Notes**
Should any of the above inspections fall after 2 attempts there will be a fee assessed for any
re-inspections.
Any change to an approved landscape plan, must be re-submitted to the My of Palm Desert � SHEET TITLE:
for approval, r1or to Implementation. ..
January 18, 2007 LANDSCAPE
10n"T 006t3.W WoikslUV4W;*some"OINoonllmb"Pe Plan Requimewl 3*0: MAINTENANCE
SCHEDULE
SHEET NUMBER:
SCALE: =4
N.T.S.
G GROUNDING WIRE, DASHED LINE INDICATES UNDERGROUND
AWG AMERICAN WIRE GAUGE •
SECTOR AZIMUTH CENTERLINE # OF ANTENNAS ANTENNA MODEL # OF COAX LINES COAX DIAMETER COAX LENGTH E POWER LINE, DASHED INDICATES UNDERGROUND, 3/4"C-2#12&1#12GND, UNO AFC AVAILABLE FAULT CURRENT �®
BTCW BARE TINNED COPPER WIRE
T TELEPHONE LINE, DASHED LINE INDICATES UNDERGROUND BTS BASE TRANSMISSION SYSTEM o 1 e
A 0 66, 2 TMBXX-6516-R2M 8 7/8" 85' ± CB C RCUITT BREAKER Get more o e from lifer
A COAXIAL CABLE, DASHED LINE INDICATES UNDERGROUND CO CONDUIT ONLY
B 120 66' 2 TMBXX-6516-R2M 8 7/8" 85' ± DWG DRAWING
DETAIL REFERENCE DETAIL NO. 2 ON SHEET E3 EMT ELECTRICAL METALLIC TUBING 3 IMPERIAL PROMENADE, SUITE 1100
C 240 66' 2 TMBXX-6516-R2M 8 7/8" 85' ± E3 (E) OR EX. EXISTING SANTA ANA, CA 92707
(F) FUTURE EQUIPMENT
® GROUND ROD GEN GENERATOR
SCALE: ® GROUND ROD WITH ACCESS GFI GROUND FAULT CIRCUIT INTERRUPTER PLANS PREPARED BY:
GND GROUND
R F CONFIGURATION DESIGN INFORMATION 1 KAIC THOUSAND AMPS INTERRUPTING CAPACITY
N.T.S. pJ FUSED DISCONNECT SWITCH, NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
240V, 2P, 30A, WEATHERPROOF, (N) NEW (PROVIDE AND INSTALL,
UNO UNLESS NOTED OTHERWISE)
® UTILITY METER 0 PHASE
POWER UTILITY CONTACT INFO; P POLE
CIRCUIT BREAKER
P.O.C. POINT OF CONNECTION
' I COMPANY: PVC POLYVINYL CHLORIDE CONDUIT
ICONTACT PERSON: -9:& FUSE (R) REPLACE OR REWIRE WITH AS EXISTING
i I PHONE: RGS RIGID GALVANIZED STEEL
=JS DUPLEX RECEPTACLE WITH GFCI IN WEATHERPROOF ENCLOSURE TEL TELEPHONE Consultants, Inc,
1 TELCO UTILITY CONTACT INFO: TYP. TYPICAL
U.G. UNDERGROUND 11952 U1INTERBERRY LANE
COMPANY: SWITCH, 120AC, 20A UNO UNLESS NOTED OTHERWISE
i 29 CONTACT PERSON: ab - SWITCH LEG W WIRE PLAINFIELD, IL 605a5
II 1 PHONE: M - MANUAL MOTOR STARTER WP WEATHERPROOF EQUIPMENT OFFICE: (815) 230-W'32
1 CLAMP OR DOUBLE HOLE LUG TYPE GROUND CONNECTION PAX. (815) 230 IS4S
I _ I •
II EXOTHERMIC CONNECTION (CADWELD) TO GROUND RING AND NO. DATE: DESCRIPTION: Y:
WI 19 1 COMPRESSION CONNECTION TO GROUND HALO 1 5 31 07 PERMIT/CONSTRUCTION SM
-
I � r
ti r r
DRAWINGS
Q SCALE: SCALE:
-I r7 SYMBOLS ABBREVIATIONS 3
-r
2 REVISED FINAL
Q I 1 N.T.S. N.T.S. 2 7/09/07 PERMIT CONSTRUCTION SM
00 I 1 1 . .
- DRAWINGS
o CONSTRUCTION KEY NOTES :
J I
WI I r= -
O 3 2 14 J-BOX 24 2-HOUR WEATHERPROOF TWIST SWITCH
MOUN
� - 1 NEW T-MOBILE EMERGENCY GENERATOR RECEPTACLE
I -_a ` -J E-4 LATCHTED NSIDE LEASE AREA NEAR GATE
-^ 3
1
NEW T—MOBILE METER 15 NEW ACCESS DOOR
i I
- E-3
16 CMU WALL ENCLOSURE 25 1 "C-2#12 & 1 #12 GND.
NEW T—MOBILE POWER PROTECTION CABINET (PANEL A>>)
1 2 3
E-4 E-4 E-4 26 EXISTING CURB
i
2" RGS CONDUIT FROM PPC TO J-BOX 17 NEW T-MOBILE U,G. POWER RUN,
27 EXISTING PALM TREES
,
3/4" RGS CONDUIT FOR POWER (TYP EACH CABINET) 18 NEW T-MOBILE U.G. TELCO RUN. 28 PROPERTY LINE
T o
( 6 ) FROM RGS CONDUIT USE FLEX TO BACK OF PEDESTAL (NIPPLE), 1 g NEW T—MOBILE U.G. POWER RUN 29 EXISTING HOUSE. TYP.
THEN CONTINUE FLEX. TO EQUIPMENT (TYP) IN TRENCH. (.APPROX. DISTANCE 350')
1 1
I 1 ] NEW T-MOBILE TELCO O CABINET, 30"Wx36"Hx9"T, 20 EXISTING VERIZON VAULT AND NEW O T-MOBILE TELCO P.O.C.
NEW 2" RGS CONDUIT TO RUN ALONG INSIDE WALL TO PPC 21 EXISTING SCE VAULT AND NEW T—MOBILE
POWER P.O.C.
28 l , `� NEW (1) & (5) FUTURE T—MOBILE ERICSSON RBS 2106 EQUIPMENT CABINETS
I \ ` 22 NEW T—MOBILE U.G. TELCO RUN
IN TRENCH. (APPROX. DISTANCE 130 )
�, 10 NEW 2 CONDUIT FOR TELCO BETWEEN BASE PEDESTALS
\ 0
LIGHTING FIXTURE MOUNTED ON 2" RGS CONDUIT, ,
NEW 2 CONDUIT FOR TELCO TO BACK OF BASE PEDESTAL HUBBEL #QD-150W
' V 12 SERVICE ACCESS BOX BETWEEN CABINET BASE. (TYPICAL) SITE INFORMATION:
18
,� �,
,
/`; , �� 13 MULTIPLE TELCO CABLES ROUTED THRU BASE PEDESTALS
17
° \ 2
�._ 8
I ICV \ \ �, ��' ,� � ��. �� �.
�\ IE04849B
PALM VALLEY
I ,
` ' 1 76002 112 HONEYSUCKLE DRIVE
PALM DESERT, CA 92211
ISTAMP:
. I
25
10
1 C 19
�rFo1:rA��F�¢
e ICV r;
1 ---- 9
y YP �.
13
°
7
° ,J
SHEET TITLE:
0 0
25
13 ` ELECTRICAL SITE
I1, 12 o \
° N Q 15 PLAN, POWER & RF
22 _ 23
- - - - CONFIGURATION
16
26 24
I20 SHEET NUMBER:
1
COUNTRY CLUB DRIVE 6
1 TWO WAYT M b I
-
w
ELECTRICAL SITE PLAN SCALE: 4 POWER AND LIGHTING PLAN SCALE: 5
Q.T.S. 1 /4 i 1 -0
PANEL "A" BRACING: 65/10KAIC,
VOLTAGE,PHASE,WIRES120/240V, 1 PHASE,3W ENCLOSURE: NEMA 311 MAIN/BRANCH-SERIES T
■ . ■®
1 . THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE BUS RATING:200A BUS MAIN: 200A UM/200A GM(INTERLOCKED) MOUNTING: SURFACE MOUNT
LATEST EDITION ACCEPTABLE BY THE JUSRISDICTION OF THE NATIONAL ELECTRICAL 23. REFER TO T—MOBILE'S STANDARD SPECIFICATIONS AS PART OF THIS CKT CKTBKR CITY LOAD(WATTS) QTY CKT BKR CKT
CODE, CALIFORNIA ELECTRICAL CODE, STATE FIRE MARSHALL REGULATIONS, AND ALL CONSTRUCTION DOCUMENT. ANY CONFLICT BETWEEN THESE DRAWINGS, T—MOBILE'S
OTHER STATE AND LOCAL CODES, LAWS, AND ORDINANCES HAVING JURISDICTION STANDARD SPECIFICATIONS, AND APPLICABLE CODES, THE MORE STRINGENT N0. AMPS P LTG REC MISC DESCRIPTION LOAD AO B0 LOAD DESCRIPTION MISC REC LTG P AMPS N0. Get more from 1 ife®
ALBEIT NOT SHOWN ON DRAWINGS OR SHOWN OTHERWISE, REQUIREMENTS SHALL PREVAIL. CL 1 60 2 1 TVSS SURGE SUPRESSOR 100 3825 3725 BTS#4 1 2 50 2
2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND CL 3 ----- 100 3825 3725 ----- 4
24. ALL WORK TO BE EXECUTED IN WORKMANLIKE MANNER AND SHALL PRESENT A 5 15 1 1 RECEPTACLE 180 3905 3725 BTS#5 1 2 50 6 3 IMPERIAL PROMENADE, SUITE 1 100
INSPECTION REQUIREMENTS. NEAT MECHANICAL APPEARANCE WHEN COMPLETED.
SANTA ANA, CA 92707
CL 7 50 2 1 BTS#1 3725 7450 3725 ----- g
3. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY EXISTING CONDITIONS 25. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND CL 9 ---- 3725 3725 FUTURE BTS#6 1 2 50 10
BEFORE BIDDING AND SHALL INCLUDE IN HIS BID THE NECESSARY COSTS TO PATCHING RELATED TO ELECTRICAL WORK, UNLESS NOTED OTHERWISE AND CL 11 50 2 1 BTS#2 3725 3725 ----- 12 PLANS PREPARED BY:
CONSTRUCT THIS PROJECT IN ACCORDANCE WITH INTENT OF THE ELECTRICAL COORDINATED WITH THE GENERAL CONTRACTOR.
DRAWINGS, SPECIFICATIONS, SERVING UTILITY COMPANY'S REQUIREMENTS AND ALL CL 13 ----- 3725 4025 300 LIGHTS 2 1 20 14
APPLICABLE CODES. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF 26. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A CL 15 50 2 1 BTS#3 3725 3725 SPACE 16
ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THUS CONTRACT HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA: CL 17 ---- 3725 3725 SPACE 18
BEFORE SUBMITTING BID. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, FIXED EQUIPMENT ON GRADE 33% OF OPERATING WEIGHT - »'
POWER AND TELEPHONE SERVICE REQUIREMENTS WITH UTILITY SERVICE PLANNER FIXED EQUIPMENT ON STRUCTURE 30% OF OPERATING WEIGHT 19 SPACE 0 SPACE 20
AND THE EXACT SERVING UTILITY POINTS OF CONNECTION AND PROVIDE ALL EMERGENCY POWER & COMMUNICATION 21 SPACE b SPACE 22
SERVICE RELATED EQUIPMENT AND INSTALLATION IN BID. UTILITY SERVICE EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT 23 SPACE 0 SPACE 24
REQUIREMENTS SHOWN ON THE DRAWINGS ARE BASED ON PRELIMINARY SITE VISIT EMERGENCY POWER & COMMUNICATION
AND INFORMATION AVAILABLE AT THIS TIME OF VISIT AND ARE NOT GUARANTEED BY EQUIPMENT ON STRUCTURE 73% OF OPERATING WEIGHT 25 SPACE b SPACE 26 CDE
ENGINEER OR SERVING UTILITY COMPANY. REFER TO ARCHITECTURAL DRAWINGS AND FOR FLEXIBILITY OF MOUNTED EQUIPMENT USE 2X THE ABOVE VALUES. 27 SPACE 0 SPACE 28
VISIT SITE PRIOR TO BID TO REVIEW EXISTING TOPOGRAPHY MAPS, LANDSCAPING SIMULTANEOUS VERTICAL FORCE 1/3X HORIZONTAL FORCE. 29 SPACE 0 SPACE 30 Consultants, Inc.
AND CONSTRUCTION TO BECOME FAMILIAR WITH SLOPE CONDITIONS AND EXISTING
CONSTRUCTION AND LANDSCAPING. ADJUST CONDUIT ROUTING INDICATED TO AVOID 27. THE CONTRACTOR AGREE THAT, IN ACCORDANCE WITH GENERALLY CONSTRUCTION PHASE TOTALS(WATTS) 19205 18725 11952 WINTERBERRY LANE
DISTURBING EXISTING CONDITION WHERE POSSIBLE. SAWCUT EXISTING SURFACE PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COM-LETE PHASE BALANCE 1 2% 511% 49% NOTE: CL=LONG CONTINUOUS LOAD PLAINFIELD, IL 60585
WHERE REQUIRED FOR CONDUIT AND STRUCTURE INSTALLATION AND PATCH TO RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRICTION TOTAL CONNECTED LOAD(WATTS) 37930 LML=LARGEST MOTOR LOAD OFFIGEc (815) 230-WW
MATCH EXISTING. REPAIR OR REPLACE ALL SOD, LANDSCAPING, SPRINKLER OF THIS PROJECT AT ALL TIME. CONTRACTOR FURTHER AGREES TO DEFEND, o UM=UTILITY MAIN CIRCUIT BREAKER
SYSTEMS, CONDUITS AND WIRING, PIPING ETC. ALTERED BY THE ELECTRICAL WORK INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL 25/o OF LONG CONTINUOUS LOAD(LCL)AND LARGEST MOTOR 9437.5 GM=GENERATOR MAIN CIRCUIT BREAKER FAX: (815) 230-1949
TO MATCH EXISTING AND TO MAKE SYSTEMS OPERABLE. LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS TOTAL LOAD(WATTS) 47367.5
PROJECT. TOTAL LOAD(AMPS) 197.4 SEE SINGLE LINE DIAGRAM FOR WIRING DIAGRAM
4. THE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF N�CA MANUAL OF NO. DATE: DESCRIPTION: Y:
GOOD WORKMANSHIP (STANDARD OF INSTALLATION).
CONDUITS; SCALE: 1 5/31/ DRAWINGS
07 PERM IT/CONSTRUCTIONSM
5. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, PANEL SCHEDULE 2
EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, INCLUDING BUT 1. 1-2" MINIMUM DIAMETER DUCT OF APPROVED MATERIAL N.T.S.
NOT LIMITED TO COMPLETE ELECTRICAL SYSTEMS, POWER AND LIGHTING, TELEPHONE REV SED FINAL
CONDUIT SYSTEM, SIGNAL SYSTEMS, PANELBOARDS(S), CONTROL WIRING, GROUNDING, WITHIN OR ON BUILDINGS—RIGID GALVANIZED STEEL (WHEN REQUIRED), OR SINGLE LINE DIAGRAM NOTES: 2 7/09/07 PERMIT CONSTRUCTION SM
CONDUIT ONLY SYSTEMS ETC., FOR A COMPLETE AND PROPERLY OPERATING SYSTEM, ELECTRO—METALLIC TUBING(EMT). RAWINGS
ENERGIZED THROUGHOUT AND AS INDICATED ON THE DRAWINGS, AS SPECIFIED 1. MAXIMUM AVAILABLE FAULT: SERVING UTILITY COMPANY'S STANDARD INDICATES THAT THE 6. PROVIDE A MIN. 36" WORK CLEARANCE IN FRONT OF PANELS/ELECTRICAL EQUIPMENT.
HEREIN AND/OR AS OTHERWISE REQUIRED. IN UNDERGROUND — PVC SCHEDULE 40 OR EQUIVALENT FOR STRAIGHT SECTIONS, MAXIMUM AVAILABLE FAULT WILL NOT EXCEED 42 KA. CONTRACTOR IS REQUIRED TO VERIFY
BENDS SHALL BE PVC SCHEDULE 80. THE ACTUAL AVAILABLE FAULT AT THE TIME OF CONSTRUCTION WITH SERVING UTILITY CO. 7. ALL WIRING SHALL BE COPPER TYPE THHN/THWN RATED FOR 75' C.
6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION
WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME PULL ROPES IN ALL DUCTS (MIN. 3/8" POLY PULL ROPE) AND A MEASURING TAPE 2. ALL CURRENT CARRING DEVICES SHALL BE U.L. LISTED AND BRACED TO WITHSTAND THE 8. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED, 40 OR 80) INDOOR: EMT (RGS
MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MUST BE IN PLACE TO DETERMINE "AS—BUILT" CONDUIT LENGTH; BOTH MUST BE IN MAXIMUM AVAILABLE FAULT AT ITS TERMINALS. IN TRAFFIC AREAS) OUTDOOR (ABOVE GRADE): RGS.
MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND ONE CONTINUOUS PIECE.
SHALL BEAR THE INSPECTION LABEL UL WHERE SUBJECT TO SUCH APPROVAL. 3. SERIES/COMBINATION SHORT CIRCUIT RATINGS MAY BE USED WHEN OVERCURRENT DEVICE 9. CABINET CIRCUIT BREAKERS TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.
MATERIALS SHALL MEET WITH .THE APPROVAL OF THE DIVISION OF INDUSTRIAL 2) WITHIN BUILDINGS COMBINATIONS ARE LISTED UNDER U.L 67 STANDARD AND INSTALLATION SHALL COMPLY WITH
SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE NATIONAL ELECTRICAL CODE (N.E.C.) ARTICLE 110-9, 110-22 AND OTHER APPLICABLE 10, PROVIDE A WHITE PHONELIC SIGN WITH 3/4" RED ENGRAVED LETTERING ON PANEL "A" DOOR THAT
MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ELECTRICAL LB'S AND CONDULETS ARE NOT ACCEPTABLE AS PULL BOXES. SECTIONS. READS "DISCONNECT GROUND TO NEUTRAL BONDING AT THE PORTABLE EMERGENCY GENERATOR
ANSI, NEMA, AND NBFU. PRIOR TO CONNECTION."
NO 90 DEGREE TRANSITIONS AT OR IN PULL BOXES (UNLESS A 10" BENDING 4. APPLICABLE SERIES/COMBINATION RATED EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING DIMENSIONS RADIUS CAN BE MAINTAINED) "CAUTION — SERIES RATED SYSTEM", IN COMPLIANCE WITH 2O02 NEC SECTION 110-22. 11 . DO NOT INSTALL THE OPTIONAL NEUTRAL TO GROUND BONDING JUMPER PROVIDED WITH THE PPC.
AND CONDITIONS. HE SHALL ISSUE A WRITTEN NOTICE OF ALL FINDIINGS TO THE END—USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION PPC SHALL NOT BE USED AS THE MAIN SERVICE EQUIPMENT (PER T—MOBILE STANDARD).
ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. IN—LINE PULL BOX MINIMUM DIMENSIONS = 241 X 6"W X 6"D. 301 X 6"11/ X INTERRUPTING RATING AS PER 2002 NEC AND 2004 CEC.
8. ALL WIRING SHALL BE IN METALLIC CONDUIT. RIGID GALVANIZED CONDUIT SHALL
6"D PREFERRED. 5. POWER TO EQUIPMENT SHALL BE 200A, 240V, 10, 3W. 12. T—MOBILE REQUIRES A MAIN SERVICE RATED BREAKER IN ALL METER BOXES
BE USED IN OR UNDER CONCRETE SLABS ON GRADE FIVE FEET BEFORE STUBBING PULL BOXES MUST BE EASILY ACCESSIBLE (TELEPHONE COMPANY WILL NOT REMOVE
UP, WHERE EXPOSED TO WEATHER, AND WHERE SUBJECT TO MECHANICAL DAMAGE. CEILING TILES). SERVICE
PVC SCHEDULE 80 SHALL BE USED IN OR UNDER CONCRETE OR BURIED
UNDERGROUND. EMT CONDUITS SHALL BE USED INSIDE STRUCTURE OR BUILDINGDS. LIGHTS
VERTICAL FLEXIBLE CONDUIT SHALL, BE USED WHERE THE STRUCTURAL CONDITIONS MAKE THE SECTIONS OF CONDUIT WILL REQUIRE A PULL BOX EVERY 100 FEE- AND CABINET CABINET CABINET CABINET CABINET FUTURE ol
` .1USE OF RIGID CONDUIT IMPRACTICAL, AND FOR SHORT CONNECTIONS TO VIBRATING APPROVED RESTRAINTS. 1 2 3 4 5 CABINET
EQUIPMENT. USE NEOPRENE JACKETED FLEXIBLE CONDUIT AND FITTINGS WHERE 6
EXPOSED TO WEATHER. MAXIMUM OF 300 FEET HORIZONTAL BETWEEN PULL—BOXES.
9. ALL WIRING SHALL BE CONCEALED IN FINISHED AREAS, INSTALL EXPOSED MAXIMUM OF 2-90 DEGREE BENDS BETWEEN PULL—BOXES, 3/4"CONDUIT ONLY SW (W.P.)
RACEWAYS PARALLEL WITH OR PERPENDICULAR TO THE LINES OF BUILDING. PAINT WITH PULL ROPE
RACEWAYS TO MATCH MOUNTING SURFACE. PENETRATIONS OF ALL WALLS OR MINIMUM CONDUIT BEND RADIUS OF 10 CABLE DIAMETERS (12"). 3/49'C
CEILINGS SHALL BE SEALED AND FIRE RATING MAINTAINED IN ACCORDANCE WITH UL 3/4"C-3#8+1#10 GND. 2#12+1#12 GND. SITE INFORMATION:
WL1001, UL WL5001 AND ALL LOCAL AND NATIONAL CODES. DO NO-T PENETRATE OR FIRE STOPPING REQUIRED WHEN OPENINGS ARE MADE IN ANY FIRE RATED BARRIER
RUN CONDUITS IN AND OUT OF RATED CORRIDOR OR STAIRWELL ENCLOSURE FOR
CIRCUITS NOT INTENDED TO SERVE THE EQUIPMENT WITHIN THE ENCLOSURE. ALL EXTERNAL CONDUIT TERMINATIONS SHALL BE WEATHER TIGHT.
CONDUIT MUST BE RUN OUTSIDE OF RATED ENCLOSURE ENVELOPS. PANEL "A" 120 240V, 1�, �W, 200A
3) IN UNDERGROUND CONSTRUCTION � NEMA
10. ALL CONDUCTORS SHALL BE COPPER AND RATED 600 VOLTS. .ALL BRANCH 5-15R
CIRCUIT CONDUCTORS SHALL BE 75'C RATED COPPER TYPE "DUAL RATED CONDUIT LENGTH MAXIMUM OF 300 FEET BETWEEN PULL BOXES. )60A )50A ,50A )50A )50A )50A )50A )20A ) 15A WIP.
THHN/THWN" #12, & #10 SOLID, #8 AND LARGER STRANDED, CONTROLS AND ( )
SIGNAL WIRING SHALL BE STRANDED. CONDUIT BENDS MUST HAVE A RADIUS 10 TIMES CONDUIT SIZE (20"). NOTE 9 NOTE 9 NOTE 9 NOTE 9 1 NOTE 9 NOTE 9 NOTE 9 IE04849B
10KAIC, SERIES
1 1 , OUTLET BOXES SHALL BE CAST FERROUS METAL WITH WATERTIGHT GASKETED : RATED WITH
TRENCHING
CAST FERROUS COVERS, THREADED HUBS, AND STAINLESS STEEL SCREWS. USE MAIN BREAKER PALM VALLEY
CROUSE—HINDS OR APPLETON TYPE FS OR FD BOXES OR APPROVED EQUAL BY TVSS SURGE 2 65KAIC
ENGINEER. 1 . MINIMUM COVERAGE OF DUCT ON PRIVATE PROPERTY — 18" UNDER CONCRETE SUPPRESSOR SEE NOTE 11 — UTILITYTILITY MAIN
SURFACE OR AS SPECIFIED BY PERMITTING OWNER/AGENT.
N G
12. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL OUTLETS WITH 2, MINIMUM COVERAGE OF DUCT ON PRIVATE PROPERTY = 24" UNDER DIRT 2P/200A, 10KAIC GENERATOR MAIN 76002 1/2 HONEYSUCKLE DRIVE
CONSTRUCTION MANAGER BEFORE ROUGH—IN.
SURFACE OR AS SPECIFIED BY PERMITTING OWNER/AGENT. PALM DESERT, CA 92211
13, ELECTRICAL LAYOUT DRAWINGS ARE DIAGRAMMATIC, INSTALL THE ELECTRICAL 3, MINIMUM COVERAGE OR DUCT IN PUBLIC R/W = 30" BELOW GUTTER GRADE OR
SYSTEMS WITHOUT INTERFERING WITH STRUCTURES OR OTHER SYSTEMS. AS SPECIFIED BY PERMITTING AGENT. STAMP:
MECHANICAL INTERLOCK GENERATOR
14. ALL SURFACE—MOUNTED ELECTRICAL EQUIPMENT AND DEVICES SMALL BE 4. MINIMUM 12" SEPARATION IN JOINT TRENCH BETWEEN POWER AND TELCO. CONNECTOR
PROPERLY SECURED. PROVIDE STRUCTURAL SUPPORT AS NECESSARY FOR MOUNTING
EQUIPMENT.
5. PULL BOXES — MINIMUM 17"W X 301. - )'
15, CONTRACTOR SHALL LABEL THE COVER PLATE OF EACH ELECTRICAL OUTLET AND AR
JUNCTION BOX WITH. INDELIBLE INK FELT PEN. THE LABEL SHOULD SHOW PANEL 6. SPLICE BOXES WILL BE SIZED BY SERVING TELEPHONE COMPANY: DETAILS WILL �r;�aE
AND CIRCUIT NUMBER CONTAINED IN THE BOX. BE PROVIDED BY TELEPHONE COMPANY OR INTERCONNECT ENGINEER.
2
16. GROUP CONDUITS TOGETHER AND SUPPORT WITH UNISTRUT.
BONDING--& GROUNDING; (N) 3"C-3#300kcmils+1 #4 GND. VD<3%
�o.G 19
17. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT EQUIPMENT LOCATIONS. ALL
EQUIPMENT AND STUB—UP LOCATIONS SHALL BE VERIFIED WITH ENGINEER BEFORE 1) # 6 AWG SOLID COPPER INSULATED GROUND WIRE (24" COILED IN TELCO °" �
ROUGH—IN. SERVICE BOX) WITH BONDING CLAMPS IN PLACE. THE TELEPHONE GROUND MUST F � 9�
BE BONDED TO THE POWER GROUND. THE TELEPHONE SERVICE CABINET MUST BE �,0� GA`/
18, PROVIDE SEPARATE GROUND WIRE IN ALL FLEXIBLE AND PVC CONDUITS. BONDED TO THE TELEPHONE GROUND WIRE. ANY QUESTIONS REGARDING TELEPHONE 1#4 GND.
GROUNDS SHOULD BE REFERRED TO THE INTERCONNECT ENGINEER. )200A
2P (N) 200A MAIN CIRCUIT BREAKER, 65KAIC
19, THE ELECTRICAL CONTRACTOR SHALL MAINTAIN THE UNIFORMITY SAND CONTINUITY
OF THE GROUNDING SYSTEM, SERVICE BOX
20, TEST THE ENTIRE SYSTEM TO DEMONSTRATE THAT THE ELECTRICAL COMPONENTS MINIMUM DIMENSIONS — 30"W X 36"H X 9"D. M (N) 200A METER BASE (UTILITY COMPANY METER)
(N) GROUNDING
AND SPECIAL SYSTEMS ARE COMPLETE AND FUNCTION PROPERLY, INCLUDING BUT
3/4 PLYWOOD BACKBOARD MOUNTED IN SERVICE BOX. ELECTRODE
NOT LIMITED TO INSULATION AND GROUNDING TESTS. MAKE NECESSARY (N) 120/24OV, 10, 3W, 200A, 65KAIC, SERVICE PANEL
CORRECTIONS AND LEAVE SYSTEMS READY FOR OPERATION. ('N) 3" C.O. SHEET TITLE:
36 CLEARANCE FROM GROUND LEVEL TO BOTTOM OF SERVICE BOX PREFERRED.
21. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER
O
DATE JOB ACCEPTANCE BY OWNER, ANY WORK, MATERIAL, OR EQUIPMENT FOUND FULL ACCESS FROM FRONT OF BOX: MINIMUM 36" WORKING SPACE IN FRONT AND UTILITY SOURCE GENERAL NOTES, PANEL TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON 36" IN WIDTH.
WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. BOX MUST BE WATER RESISTANCE, NEMA 4, GALVANIZED STEEL BOX PAINTED INSIDE SCHEDULE, AND SINGLE
AND OUT AND WITH HASP AND PADLOCK.
22, AT COMPLETION OF THE JOB, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LINE DIAGRAM
THE OWNER WITH SPARE PARTS, ALL THE EQUIPMENT MANUALS, SPARE PARTS LIST
AS RECOMMENDED BY THE MANUFACTURER, EQUIPMENT REPRESENTATIVE ADDRESS
AND PHONE NUMBER. FURNISH ONE (1) COMPLETED SET OF "AS—DUILT"
ELECTRICAL PLANS SHOWING LOCATIONS OF OUTLETS, CONDUIT RUNS, AND
PANELBOARD CIRCUIT NUMBERS. ELECTRICAL CONTRACTOR SHALL PROVIDE SHEET NUMBER:
ACCURATE DIRECTORIES IN PANELBOARD FRONTS AT COMPLETION OF BUILD—OUT,
PANELBOARD DIRECTORIES SHALL INCLUDE THE EQUIPMENT SERVED AND WATTAGE.
SCALE: SINGLE LINE DIAGRAM RAM 3
SCALE:
GENERAL NOTES & SPECIFICATIONS N.T.S. 1 N.T.S.
CONSTRUCTION KEY NOTES : 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION 9. ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE
AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. BONDED TO GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUST Mobile
�®
3 O "MGB" (OR DIRECTLY TO GROUND—RING).NEW (1) & (5) FUTURE T—MOBILE ERICSSON 3 2 3 1] EXOTHERMIC CADWELD CONNECTION TO THE END OF GROUND RING E-5 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC
RBS 2106 EQUIPMENT CABINETS E-3 E-2 E-2 CONDUCTOR. COMPONENTS USING #2 GROUND WIRES AND CONNECT TO SURFACE MOUNTED 10. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE:
3 GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'S a. BURNDY, HY—GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS Get more from life'
O NEW T—MOBILE SERVICE METER FITTING. 18 EXOTHERMIC CADWELD CONNECTIONS TO GROUND RING, TYPICAL. E-5 PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS APPROVED BY T—MOBILE PROJECT MANAGER.
USING MANUFACTURERS PRACTICES. ALL UNDERGROUND WATER PIPES, METAL b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS).
( S ) NEW T—MOBILE POWER PROTECTION CABINET (PANEL "A"). 19 EXOTHERMIC GROUND CONNECTION AT THE BASE OF ANTENNA POLE. 3 CONDUITS AND GROUNDS THAT ARE A PART OF THIS SYSTEM SHALL BE BONDED c. TWO —(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS 3 IMPERIAL PROMENADE, SUITE 1100
�� E-5 TOGETHER. (BUS BAR CONNECTIONS). SANTA ANA, CA 92707
4 NEW T—MOBILE TELCO CABINET 20 EXOTHERMIC GROUND CONNECTION TO GATE. 5 3 3. ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE 11. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK
2 E-5 E-5 . ALL GROUND WIRE SHALL BE SOLID TIN COATED OR PLANS PREPARED BY:
COPPER THHNTHWN
5 INDEPENDENT SERVICE GROUND ROD / VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES).
E-5 21 NEW T—MOBILE CMU WALL ENCLOSURE. STRANDED GREEN INSULATED WIRE. ,.
0 6 . 12. PRIOR TO ANY LUG—BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED
NEW T—MOBILE ANTENNA STRUCTURE.
EQUIPMENT GROUND CONDUCTOR STUB—UP. COIL AND TIE WRAP 3 FEET. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. BY USE OF "SCOTCH—BRITE' OR PLAIN STEEL WOOL AS TO REMOVE ALL SURFACE
PROVIDE SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS
O NEW T—MOBILE PANEL ANTENNAS. E_3 READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE OXIDATION AND CONTAMINANTS. A COATING OF "NO—OX—ID" SHALL BE APPLIED TO
T—MOBILE REPRESENTATIVE. THE CONNECTION SURFACES. *'*
O$ NEW T—MOBILE GPS ANTENNA MOUNTS,
5. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING 13. ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO
O
G PROVIDE MIN. #6 THHN GROUND CONDUCTORS TO T—MOBILE TMA ROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. MAGNETS).
CDE
6. BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS 14. THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING Inc.
1 Q T-1800 1 " DURAGRID FRP GRATING (3'X3' REMOVABLE SECTIONS) GENERAL NOTES : NOTED ON PLAN.
DRIP LINE. Consultants, i I
7. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 11952 WIWERBERRY LANE
11 GROUND BAR MOUNTED BOTTOM OF ANTENNA POLE, 1 . PLAN DRAWINGS SHOWN HEREIN ARE DIAGRAMMATIC AND DOES NOT 12" BELOW GRADE/FROST—LINE IN TRENCH, U.N.O., AND BACK FILL SHALL BE 250-82 AND SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW PLAINFIELD, IL 60555
24"Lx4"Wx1/4"T, TYPICAL. E-5 NECESSARILY DEPICT THE EXACT EQUIPMENT QUANTIES, LOCATION, LAYOUT AND COMPACTED AS REQUIRED BY ARCHITECT. GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS, OFFICE: (815) 230-93S2
CONFIGURATION. REFER TO ARCHITECTURAL PLANS FOR EXACT EQUIPMENT GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING
12 NEW T—MOBILE MASTER GROUND BAR (MGB). 1 LOCATION, LAYOUT AND CONFIGURATION. 8. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS STEEL IF APPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON THE STREET FAX: (815) 230-IS49
E-5 POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. SIDE OF MAIN SHUT—OFF VALVE.
13 NEW T—MOBILE ACCESS GATE. E55 2. PLAN DRAWINGS SHOWN HEREIN DO SHOW THE NECESSARILY DEPICT
ELECTRICAL REQUIREMENTS OF INDIVIDUAL EQUIPMENT AND DEVICES SUCH AS NO. DATE: DESCRIPTION: Y:
THE EQUIPMENT GROUNDING REQUIREMENTS POWER REQUIREMENTS AND / PERMIT/CONSTRUCTION
14 NEW T—MOBILE 5/8" DIA. x 10' LONG COPPER CLAD HIGH—STRENGTH 2 TELCO RACEWAY REQUIREMENTS. SCALE: 1 5/31 07 DRAWINGS
SM
STEEL GROUND ROD, INCLUDING EXOTHERMICALLY—WELDED CONNECTIONS E-5 GROUNDING NOTES 2
TO EXTERNAL GROUND RING. 3. REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF POWER AND TELCO N.T.S.
15 O MECHANICAL CONNECTION WITH 2—HOLE LONG BARREL LUGS. POINT OF CONNECTIONS, THE DISTANCE OF THE RUN AND THE SUGGESTED REV SED FINAL CONDUIT ROUTING. FIELD VERIFY EXISTING CONDITIONS SPECIFICALLY FOR 2 7/09/07 PERMIT CONSTRUCTION SM
16 #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR BURIED CONDUIT ROUTING PRIOR TO BID. RAWINGS
12" MINIMUM BELOW GRADE/FROST—LINE, TYPICAL. SECTOR "A" SECTOR "B" SECTOR "C"
ANTENNA (TYP.)
NUMBER OF ANTENNAS REPRESENTED IN
THIS DETAIL ARE FOR SHOWING CLARITY
OF GROUND SYSTEM REQUIREMENTS
s ONLY. SEE A-2 FOR SPECIFIC
5 EQUIPMENT DESIGN INFO.
2 1/2" COAX JUMPER
4 TMA (TYP.)
COAX CABLE GROUND KIT, 1 PER COAX CABLE AT EACH
LOCATION SHOWN
*r ` MIN. #6 AWG STRANDED (GREEN JACKET) COPPER
GROUND WIRE (BONDED TO GROUND BAR).
16
•0 O
° •' ' ° ° •e •� ° ANTENNA GROUND BAR (TYP. 1 PER SECTOR)
21 p oe o p
`.
e 0 e e e e
r .• f,� •O O esese• ••�•�0 0•
ANTENNA (COLLECTOR) GROUND BAR AT
22 TOP OF POLE
MAIN COAX FEEDER CABLES, QUANTITIES VARY —
s> SEE RF CONFIGURATION SCHEDULE. (1/E-1) SITE INFORMATION:
19
6IE04849B
r
r TYP,
#2AWG GREEN STRANDED CONDUCTOR
NOTES; PALM VALLEY
1, DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
12) 11 18 DIRECT GROUND LEAD TOWARDS FINAL GROUNDING POINT.
14 / 15 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS 76002 1/2 HONEYSUCKLE DRIVE
' \ SUPPLIED BY T—MOBILE.
PALM DESERT, CA 92211
TYP.
COAX CABLE GROUND KIT
STAMP:
16 TYP.
AR y\
#6 AWG STRANDED COPPER GROUND WIRE (GROUNDED (3vl
17 TO GROUND BAR) v1Or
12
\ #2 AWG BARE TINNED COPPER GROUND CONDUCTOR II
p p p TO EQUIPMENT GROUND RING (TYP. 2) CADWELD TO
•°p e.ee.a LOWER GROUND BAR , C 934 eee•ee p f
BUSSBAR REQUIRED. EXPOSED CONDUCTORS SHALL Q-
BE SLEEVED IN PVC CONDUIT OR NON—METALIC FLEX#2 AWG c:
CONDUCTORRTOTINNED EQUIP EQUIPER MENT UNDOND RING TUBING (GRAY) �TF OF C
\ (TYP. 2) CADWELD TO BUSSBAR REQUIRED. EQUIPMENT GROUND BAR
EXPOSED CONDUCTORS SHALL BE SLEEVED IN
PVC CONDUIT OR NON—METALIC FLEX TUBING
(GRAY) #2AWG STRANDED COPPER GROUND
/ WIRE (BONDED TO GROUND BAR) (1
/ COAX CABLE GROUND KIT PER CABINET)
\ 20 °• EQUIPMENT (TYP.) SHEET TITLE:
13
�.
•• GROUNDING PLAN,
N• •
..
of. GROUNDING NOTES, AND
ee oe e e COAX CABLE GROUNDING
e e e•
••
....
*r GROUND BAR a SCHEMATIC DIAGRAM
8 #2 AWG BARE TINNED COPPER GROUND
CONDUCTOR TO EQUIPMENT GROUND RING SHEET NUMBER:
(TYP. 2) CADWELD TO BUSSBAR REQUIRED.
EXPOSED CONDUCTORS SHALL BE SLEEVED IN
PVC CONDUIT OR NON—METALIC FLEX TUBING
(GRAY) a
SCALE: SCALE:
GROUNDING PLAN 0 2, 3, 3 ,._ 1 _0. ., 1 COAX CABLE GROUNDING SCHEMATIC DIAGRAM N.T.S. 3
i8
NORTHERN TECHNOLOGIES, INC. NTI/EMERSON PN# 0501067
01.875 OUTER LIBERTY LAKE, WA. 99019 THE 50A, 2-POLE LOAD �
KNOCKOUT � UL FILE# E209771 CENTER BREAKER (FOR BTS)
t� � � � � �
11' 01.375 INNER •200 OR 100 AMP 240 VOLTS, AC, SINGLE PHASE ALTERNATING CURRENT CIRCUIT ONLY.
Eu
T-MOBILE SAP# NOT ISSUED
15A GFI RECEPTACLE o 1 e
KNOCKOUT N * SUITABLE FOR USE IN ACCORDANCE WITH ARTICLE 702 OF THE NATIONAL ELECTRIC CODE,
BONDED NEUTRAL WHEN INSTALLED AS SHOWN WIRING DIAGRAM Get more from life
®
GENERATOR RECEPTACLE �1.875 OUTER �DO NOT PAD MOUNT TO CONCRETE WITHOUT OPTIONAL PAD MOUNTING BASE.
KNOCKOUT USE CU--AL WIRE 60-75 C.
•200 AMP SERIES EQUIPPED WITH SQUARE D BREAKERS
•REPLACE LOAD CENTER BREAKERS USE ONLY SQUARE D (00 TYPE) OF THE SAME RATING. 3 IMPERIAL PROMENADE, SUITE 1100
01.375 INNER •WHEN RESETTING BREAKERS TURN TO OFF POSITION, THEN TO ON POSITION. SANTA ANA, CA 92707
KNOCKOUT •WARNING: MAKE CONTINUITY CHECK WITH OHM METER TO VERIFY CORRECT
PHASING AND GROUNDING CONNECTIONS.
0 c� UTILITY PLANS PREPARED BY:
M b I
S . . \ ._ BREAKER
MAIN DISCONNECTS
(UTILITY/GENERATOR) ch -- J GENERATOR
WITH MECHANICAL BREAKER 'a
INTERLOCK
REMOVABLE HINGED M CU �p 'GENERATOR '
DEAD FRONT 3' 1�-2' I BOTTOM VIEW ' RECEPTACLE
(u
'I', GFCI -,/ E
TRANSIENT VOLTAGE CD DUPLEX
SURGE SUPPRESSION , M 2 R RECEPTACLE � ;° Consultants, Inc.
30 POSITION (U 3 W NTI TVSS "-""•' LOAD CENTER
LOAD CENTER G G WITH REMOTE SQUARE D QO 111552 WINTER5ERRY LANE
ALARMING e e TYPE PL,AINFIELID, IL 60585
30 POSITION OFFICE: (815) 230-WW
- 1 3/8' -_
FAX: (815) 230-l949
NTI/EMERSON P/N# CAC-PED1 RIGHT SIDE VIEW 10, C - NEUTRAL-GROUND (N-G)
PPC (MINI) 8' BONDING JUMPER NO. DATE: DESCRIPTION: Y:
T-MOBILE SAP# NOT ISSUED (CUSTOMER INSTALLED 1 5/31 /07 PERMIT/CONSTRUCTION SM
UL LISTED # E209771 GENERATOR RECEPTACLE ROUND ROD IF REQUIRED) DRAWINGS
REAR VIEW TO BE INSTALLED
BY LOCAL CONTRACTOR REV SED FINAL
WHEN REQUIRED 2 7/09/07 PERMIT AWINGS CTION SM
PPC CABINET "A" PANEL SCALE:N.T.S. `1 PPC CABINET (HOLE LAYOUT) N.T.S.SCALE: 2 PPC CABINET (WIRING � N.T.S.DIAGRAM SCALE: 3
GENERATOR RECEPTACLE CONNECTIONS
APPLETON RECEPTACLE - 200A APPLETON RECEPTACLE - 200A
VIEW FROM OUTSIDE (GEN. SIDE) VIEW FROM INSIDE (PPC SIDE) 8.00
APPELTON AR20044RS RECEPTACLE APPELTON AR20044RS RECEPTACLE 6.1 6.75 MATCH EXISTING
WIRING CONFIGURATION; WIRING CONFIGURATION;
WARNING TAPE WITH FINISH GRADE
GROUND CONTACT - CHASSIS GROUND GROUND CONTACT - GREEN CONDUCTOR TO GROUND BAR TRACE WIRE
FILL
CONTACT 1 -RED CONDUCTOR (LINE 1/HOT) CONTACT 1 -RED CONDUCTOR (LINE 1/HOT) -._.. -- COMPACT BAC CONTACT 2 -BLACK CONDUCTOR (LINE 2/HOT) CONTACT 2 -BLACK CONDUCTOR (LINE 2/HOT) EXISTING FINISH OR COMPACTION)
ON)
CONTACT 3 -WHITE CONDUCTOR (LINE 3/NEUTRAL) CONTACT 3 -WHITE CONDUCTOR (LINE 3/NEUTRAL) C) U� GRADE OR SLURRY
LQ p,�
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GROUNDING
LINE-UP PIN CD
CONTACT - r' //\//\//\//\// ' \//\//�//\//\�
CHASSIS CHASSIS �� \�//\\//\\// \\/,��//\\//\\/\�'
GROUNDr(NOT
GROUND 3.75
� /
SED Nor USEo) ` \ \ \ \ \ \ UNDISTURBED NATIVE) ( n i // // // _ \//\/ SOIL
SITE INFORMATION:
0 9 c 2' NTP THREADED
1 2
O O SOCKET
�
(RED) (BLACK) (BLACK) (RED)
3 3
(WHITE) (WHITE) (1)-4"N CONDUIT COMPACTED SAND
OCHASSIS O o (SEE PLAN) BEDDING (4" MIN.)
GROUND 8" (MIN)
IE04849B
NTI/EMERSON P/N# 0704002-00 PALM VALLEY
PIN CONFIGURATION MUST BE VERIFIED PIN CONFIGURATION MUST BE VERIFIED 45° ELBOW WITH MOUNTING BOX
PRIOR TO GENERATOR OPERATION PRIOR TO GENERATOR OPERATION T-MOBILE SAP# NOT ISSUED
DRIVE
RECEPTACLE PIN-OUT DIAGRAM SCALE: 4 RECEPTACLE REMOTE MOUNTING BOX SCALE: 5 TELCO CONDUIT TRENCH DETAIL SCALE: 6 76002 1/2 PALM DESERT, CA HONEYSUCKLE11
N.T,S. N.T.S. N.T.S.
STAMP:
8' 0-24 TAPPED
7
00 2.50' DIA. KD HOLE RC•
0i FOR 2.00' o �S ,
mot- 70 C) v� p c cc
CONDUIT N ERICSSON 2106 BATTERY SPECIFICATIONS: r 4
.428
1 . BATTERY MANUFACTURER: NORTHSTAR BATTERY COMPANY i
O O %,p 2. ADDRESS: 400 CONTINENTAL WAY 10. C 19
04.400±0,015 low
SPRINGFIELD, MISSOURI 65803 Ren 3. PHONE: (415) 575-8205 1I, y O�
4. FAX: (415) 575-8250 �OF CALIF
8' 7' 17,00 2.75 2.75 2.0 16,00
10.00 O 5. BATTERY TYPE: NSB 100 FT
FRONT VIEW OJ 6. BATTERY WEIGHT: 72.8 LBS. PER BATTERY
00.406±0.015 7. ELECTROLYTE QUANITY: 1 .33 GALLONS PER BATTERY
p RT. SIDE VIEW 8. % OF ACID IN ELECTROLYTES: 42% PER BATTERY
Lr) 9. ACID QUANITY: .56 GALLONS PER BATTERY
10. BATTERY QUANITY PER CABINET: 4 MAXIMUM
NEMA 3R OUNTIN6 11 , TOTAL WEIGHT: 4 BATTERIES X 72.5 LBS - 291 .2 LBS
COVER PLATE 188 DIA, HOLE TYP. 4X CD12. ELECTROLYTE OTY. PER CABINET: 4 BATTERIES X 1.33 GALLONS = 5.32 GALLONS SHEET TITLE:
MOUNTING HOLE 0 -4 .50 MOUNTING
HOLE BATTERY SUMMARY:
NTI/EMERSON P/N# 0600012-00 FRONT COVER PLATE TYP. 4X 1 . NUMBER of CABINETS: 6 CABINETS MAX
NEMA 3R, WEATHER PROOF GASKETED ° 2. TOTAL WEIGHT OF BATTERIES: 1 ,747.2 LBS. ELECTRICAL
SEAL . COVER PLATE o 16,00 TYP, +' 3, TOTAL ELECTROLYTES: 31 .92 GALLONS
T-MOBILE SAP# NOT ISSUED ° co 4. TOTAL ACID: 13.44 GALLONS DETAILS
TOP VIEW 5. ARTICLE 64: NOT APPLICABLE
1.00 6. ARTICLE 80: NOT APPLICABLE
,
NOTES( NTI/EMERSON P/N# CAC-A75201090 2010
MATERIAL= ALUMINUM, 0,125' CAC-MINI PPC
THICK, ALLOY T-MOBILE SAP# NOT ISSUED BOTTOM VIEW SHEET NUMBER:
FACTORY PAINTED SAME
COLOR AS PPC NOTE,
USE ONLY WITH THE CAC-A75201090 PPC
PPC RECEPTACLE HOLE COVER PLATE SCALE: 7 PPC BASE PEDESTAL (OPTIONAL) SCALE: 8 BATTERY INFO SCALE: 9 =4
'
N.T.S. ` N.T.S. N.T.S.
GROUND BUSS 24"X4"X1/4"TH.
TINNED COPPER BUSS BAR W/ 1"
SQ. X 4" SPACER 6" O.C. (MAX) T
■ ■Mobile
■®
0
° ° Get more from HTU
0 0 0 0 0 o FINISHED GRADE Np 5 TYPE TA TYPE VB TYPE PH 3 IMPERIAL PROMENADE, SUITE 1100
SANTA ANA, CA 92707
0
0
0 0 ° o 0 o PLANS PREPARED BY:
12' MIN
0 0 0 OR 6' BELOW
FROSTLINE
PLASTIC INSULATOR NOT REQUIRED 0
(OPTIONAL)
=e
N TYPE XA TYPE GT TYPE N
COPPER GROUND BUSS BAR
#2 SOLID TINNED GROUND RING 12 AWG BCW
COPPER Consultants, Inc..
GROUND BUSS
12"X4"X1/4"TH. TINNED COPPER EXOTHERMIC CADWELD TYPE IIS52 U1INTERBERRY LANE
BUSS BAR W/ 1" SQ, X 4" SPACER COPPER CLAD GROUND R "GTC-161T' MOLD PLAINFIELD, IL 60585
6" O.C. (MAX) 5/8"- X 10' —0" LONG
TYPE LJ TYPE HA nreE vs 'TYPE NX1 OFFICE: (81$) 230-9392
FAX: (SW 230-IT14S
NO. DATE: DESCRIPTION: Y:
®®®®®`j o 1 5/31 /07 PERMIT CONSTRUCTION SM
0
DRAWINGS
TYPE PG TYPE GR TYPE P TYPE RR
#6 CU GROUND KIT
(TYP. FOR EACH COAX RUN) 2 7/09/07 PERMIT)CONSTRUCTION SM
RAWINGS
N D BAR SCALE: 1 GROUND ROD SCALE: 2 CADWELD CONNECTIONS SCALE: 3
GROUND N.T.S.
N.T.S. N.T.S.
MONOPOLE (BY OTHERS)
LOWER BUSSBAR
#2 AWG GREEN STRANDED GATE
DOWN CONDUCTOR CADWELDED
TO LOWER BUSSBAR. CAD WELD TO POLE BASE POST
(TYP) - --- #2 WELDERS WIRE
(1) #2AWG. TINNED SOLID
COPPER GROUND WIRE TO
GROUND RING . (
FINISHED GRADE PLACES AT OPPIOSITE)
—.. •, � ,, °�_ _` LOCATIONS
l
CAD WELD TO GROUND RODS
(Typ.)
CADWELD OR MECHANICAL SITE INFORMATION:
#2 AWG BARE TINNED COPPER GROUND CLAMP IS ACCEPTABLE.
CONDUCTOR TO EQUIPMENT GROUND RING
(TYP, 2) CADWELD TO BUSSBAR REQUIRED. GRADE — --
EXPOSED CONDUCTORS SHALL BE SLEEVED BLOCK WALL
IN PVC CONDUIT OR NON—METALIC FLEX
TUBING (GRAY) SITE GROUND RING
STRUCTURE GROUND RING IE04849B
PALM VALLEY
R SCALE: 4 ACCESS GATE GROUNDING SCALE: 5 NOT USED SCALE: 6 760PALMDESERT, CA HONEYSUCKLE02 1/2 11
DRIVE
POLE BASE GROUNDING G N.T.S. N.T.S. N.T.S.
STAMP:
1934
C
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�o`FC��F
SHEET TITLE.
ELECTRICAL
D ETA I LS
SHEET NUMBER:
SCALE: SCALE: SCALE;
NOT USED N.T.S. NOT USED NOT USED
N.T.S. N.T.S.