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HomeMy WebLinkAboutPalm Desert County Club Community Park CO a PREPARED FOR: PALM DESERT COUNTRY CLUB CITY OF PALM DESERT COMMUNITY PARK 73-510 Fred Waring Drive, Palm Desert, CA 92260 - (760) 346-0611 CALIFORNIA STREET AT AVENUE OF THE STATES 0 C-) CD PROJECT DESIGN TEAM CIVIL ENGINEER ARCHITECT ELECTRICAL ENGINEER LANDSCAPE ARCHITECT WATSON & CHRISTIANSEN ENGINEERING ROBERT I. PITCHFORD - DREAM ENGINEERING INCORPORATED RAY LOPEZ ASSOCIATES CONSULTING ELECTRICAL ENGINEERS LANDSCAPE ARCHITECTURE & PLANNING 77-682 COUNTRY UNTRY CLUB DRIVE, SUITE F-2 74835 FOX HILLS COURT POST OFFICE BOX 12885 PALM DESERT, CALIFORNIA 92211 PALM DESERT, CALIFORNIA 92260 APPLE VALLEY, CALIFORNIA PALM DESERT, CALIFORNIA 92255 Phones 760/345-7808 Phones 760/346-8776 Lic, Nw C 12318 Phones 760/242-3369 Phones 760/772-3123 C,L,N, 3474 Faxi 760/242-1092 Faxi 760/772-0243 ]> M M > VICINITY MAP SHEET INDEX 0 0 C/) > . w DEL WEBB"S Ld SUN CITY F5 PALM DESERT PROJECT TITLE SHEET ARCHITECTURAL PLANS C rest rooms ) ELECTRICAL PLANS LANDSCAPE PLANS - - -Q 0 3 NSr yR Z TITLE TITLE SHEET - SITE MAP - INDEX A-1 TITLE SHEET - SITE PLAN - NOTES - N E-1 ELECTRICAL SITE PLAN TITLE . TITLE SHEET SITE PLAN NOTES INDEX D �� '� �'"° E-2 LUMINAIRE SCHEDULE L-2 LANDSCAPE PLAN (Trees & Ground Covers ) A=2 FLOOR PLAN & ELEVATIONS a A 3 1/2' SCALE FLOOR PLAN & HANDICAPPED REQUIREMENTS E-2A R R BUILDING LIGHT & POWER LAYOUT L-3 LANDSCAPE PLAN ( Shrubs ) D C NO SCALE a A-4 ROOF PLAN & REFLECTED CEILING PLAN E-3 ELECTRICAL DETAILS L-4 LANDSCAPE SPECIFICATI❑NS & DETAILS M COUNTRY CLUB DRIVE Z � CIVIL ENGINEERING PLANS A-5 DETAILS E-4 POLE AND FOOTING DETAILS PALM DESERT Sht, 1 TITLE SHEET & GRADING NOTES L-5 IRRIGATION LEGEND S-1 GENERAL NOTES L-6 IRRIGATION DETAILS INDIAN RIDGE .-i PALM DESERT RESORT WOODHAVEN Sht. 2 GRADING & DEMOLITION PLAN L-7 IRRIGATION SPECIFICATIONS >COUNTRY CLUB " COUNTRY CLUB COUNTRY CLUE S-1.1 GENERAL DETAILS o S-2 FOUNDATION PLAN & FRAMING PLAN L-8 IRRIGATION PLAN E. HOVELY DRIVE 42NO AVENUE S-3 STRUCTURAL DETAILS MICHIGAN DR. S-4 STRUCTURAL DETAILS L-9 C❑NSTRUCTION / DEM❑LITI❑N PLAN THE AVE. OF S-5 STRUCTURAL DETAILS SITE THE STATES BERMUDA DUNES L-10 CONSTRUCTION DETAILS L-11 DIMENSIONING PLAN Uj CALIFORNIA DR. w P-1 PLUMBING SITE PLAN FLORIDA AV VENUE R:FRED WARING DRIVE J P-2 PLUMBING FLOOR PLAN, ISOMETRICS & NOTES < J FRED WARING DRIVE O Z Z f=!! O W d C7 = Z � W d J 3 w PREPARED BY: NO WORK SHALL BE DONE ON THIS APPROVED BY: CITY OF PALM DESERT SITE UNTIL BELOW AGENCY IS NOTIFIED S H E E T RAY LOPEZ ASSOCIATES OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert � CITY OF PALM DESERT DATE: PALM DESERT COUNTRY CLUB Toll ME Call:LANDSCAPE ARCHITECTURE & PLANNING Ca ' PREPARED UNDER THE SUPERVISION OF: TITLE POST OFFICE BOX 12885 1-800 COMMUNITY PARK PALM DESERT, CALIFORNIA 92255 227-2600 4(. t7C Phone: 760/772-3123 Fax: 760/772-0243 M WORKING DAYS BEFORE YOU DIG RAYMOND C. LOPEZ DATE: DATE: 16 MARCH 2O00 1 of 32 NO. DATE BY REVISIONS APP V'D DATE LANDSCAPE ARCHITECT, C.L.N. 3474 cil y OF PALM DESER I PALM DESERT COUNLTRY CL, U13 PARK . GENERAL GRADING NOTES ,C C 1. ALL GRADING TO BE DONE IN Al%lOR�ANCE WITH TIE STY OF PALM DESERT AN O o O0080 GRADING ORDINCE. 2. THIS PLAN IS FOR GRAD" PUMMIES ONLY. ISBUANCE OF A GRADING PERMIT BASED ON THIS PLAN DOES NOT COMMTUTE APPWVAL OF DWVEWAY LOCATHM AND SZE. PARKING LOT LAYOUT. BUILDING LOCATION. WALL FREIGHTS AND LOCA'RON& OFF-SITE DRAINAGE FACILITIES. OR OTHER! ITEMS NOT RELATED DIRECTLY TO THE BASIC 10 Fjq WAY GRADING OPERATION. 3. A LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING THAT THE GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN, AND COMPACTION REPORT FROM A 3011-S ENGINEER ALL FILL AREAS ARE REQUIRED PRIOR M THE BUILDING PERMIT NUANCE. 4. ALL WALLS SHOWN ON THERE PLAW SHALL BE APPROVED BY THE DEPARTMENT OF COUNTRY CLUB DR. STY D[VlIl P1rIENT, IMXD A SEPARATE POUT AND BE IINMC10 BY THE DEPARTMENT OF BULDW AMID 'ETY. TMM08E WALLS 3WMMN A3 IIETAMM WALLS *k44LL BE COWTRUCTED TO CITY OF PALM DESERT RETAINING WALL STAwDAR05 OR BE (n SUIPPON70 BY EN MN MW40 CALCULATIONS AND DETAILS. z 5. THE z ADJACENT PROPER FRS FROM ANY AND DAMAGE W SMALL BE NOTIFIED 04N aT14AT WAN CEO. z AY OCCUR FROM • a 6CONSTN�TiOMI THE IN THE EVENT E--OF-W�Jl1K SMALL AR�NNG DURIWG HOVLEY LANE EASTAND/OR BE RESPONSIBLE FOR DETERMINING AN I . ACCEPTABLE SOI,■UTION AND FREIAMNG THE PLANS FOR APPROVAL BY THE DEPARTMENT CT OF PUBLIC WORKS. CAUFORN DR. VENUE 7. THE CONTRACTOR 94ALL BE RESPONSIBLE FOR ALL DAMAGE ON-MITE, OFFSITE AND ADJACENT UTILITIE%FACIUTIES AND PROPERTIES. THE STATES LLINOIS 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO � ' WYOMING PROTECT STORM WATER RUNOFF AID/OR DEPOIIITIOW OF DEBRIS RESULTING FROM ANY MOUNTIAN VIEW AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE GRADING PLANS. CALIFORNIA DR. !� 9. THE CONTRACTOR SMALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) ra-&Ait^ AT I CAQT 42A UIV I*e 001rA TA MNt AmV WW • • .. V'l'wV •'.• �.i.•'1v. �1 ■rV!\V ■ ■\■V■\ .Y Y Y.■fN.V■!\V I`■1\■ ►!Y■\■\. 44TH AVENUE 3 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ..�. •�"' ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTIUTIES, OR FOR EMERGENCY VI N C I N I T Y MAP ::.: - ASSISTANCE CALL• N.T.S. . ' SOUTHERN CAUFORNIA EDISON COMPANY 1-MO-227-2600 SOUTHERN CALIFORNIA GAS COMPANY 1-800--227-2600 a. GENERAL TELEPHONE COMPANY 1-800-227-2600 • WO PAW COACHELLA VALLEY WATER DISTRICT 396-2651 'tea to sus TIME WARNER (CABLE T.V.) 340-1312 EXT. 281 LEASE DESCRIPTION PLAT WITHIN A PORTION OF 11. ALL PROPERTY CORNER MONUMENTS WALL NOT BE DISTURBED BY THE GRADING LOT 27, TRACT 2137 A�TIONS WHICH RELATED WORK. ANY MONUMENT �ICH THE CONTRACTOR -a•�+• mew�` l LOCATED AND REFERENCED BY A UCEN TOR OR A�CIVIL ING ER SHALL �AUTTHORIZED TO PRACTICE LAND SURVEYING. ALL LAND • / MONUMEN75 DISTURBED OR REMOVED SHALL. BE RESET BY A LICENSED SURVEYOR. OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE CONTRACTORS �S'T1NG EXPENSE. it G UIN � a 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISIONS BY THE CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CON37RMTICIN HAS NOT COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORK& PAVING NOTES . will I. ALL 'WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD s'� DRAWINGS AND SPECIFICATIONS STREET IMPROVEMENT NO7ES:OF THE CITY OF PALM r�s � � DESERT, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE • ; • • x a a ® r III or CALTRANS STANDARD PLANS AND SPECIFICATIONS (WHEN APPLICABLE). r / w 2. NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY a X THE CITY OF PALM DESERT PUBLIC WOWS DEPARTMENT. Q 3. THE ENGINEER-OF-WORK SHALL DE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. CON STRU CTI ON N OTES : 1 �: - • ��� - z - � " � � � "" �� 1 4 IN THE EVENT OF DISCRIEPANCIES AND/OR DEVIATIONS ARISING DURING • ® CONSTRUCTION. THE ENGINEER-OF-WORK SHALL BE RESPONSMLE FOR DETERMINING AN ESTIMATEOF QUANTITIES ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DIRECTOR OF - -a.cr raan�s i..�r..11�- .: PUBLIC WORKS. zJ CALIFORNIA DRIVE AND THE CONTRACTOR SHALL GE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, OFFSITE AND ADJACENT UMUTIES.FACIUTIES AND PROPERTIES. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROJECT MAP SCALE: 1"=60' PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND Q1 REMOVE EXISTING A.C. PAVEMENT. . . . . . 48.571 SQ. FT. ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENT PLANS. ' 0 30 60 120 180 240 7, THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL.PROVIDE ALL NECESSARY 03 CONSTRUCT DRYNELL WITH SOLID MANHOLE UD AND HOLD DOWN SAMPLES AND TESTS THAT THE DIRECTOR OF PUBUC WORKS MAY REQUUIRE TO ASSURE BOLTS PER CITY OF PALM DESERT S THAT QUALITY OF MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE SM. DRAWING NO.. 111 . .. . . . . 2 EA.. . . .. . . '. SPECIFICATIONS. Q CONSTRUCT 6" TYPE 11 CURB PER CITY OF PALM DESERT STD. DRAWING N0. 103 . . . . 739 W. FT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES. COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. • 0 PLACE 10" x 6' PARKING STOP . . . . . . . . . . . . . . . . . . . . . . . 12 EA. PROJECT LOCATION : 9. ALL SURVEY MONUMENTS WITH OR BOUND04G THE WORK LIMITS, *CrHER FOUND PLACE 3-. A.C. PAVEMENT OVER 4" OF BASE MATERIAL (CL.II.) . . . . . . . . . . . 16,417 SQ. FT. FROM RECORD OR BY INSPECTION, SHALL, PRIOR TO ANY CONSTRUCTION, BE LOCATED AND REFERENCED BY A LICENSED SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO Q PLACE 12" WIDE CONCRETE WALKWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 SQ. FT. 77-810 CAUFORNIA DR. PRACTICE LAND SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION 8771 OF THE PALM DESERT, CA. LAND SURVEYORS ACT AND CITY STANDARDS AND REQUIREMENTS AT THE CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN PALM DESERT AT (760)775-6450 AT LEAST 48 HOURS PRIOR 'TO COMMENCING ANY WORK. ASSESSORS PARCEL NUMBER : 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES OR FOR EMERGENCY 637-062-010-002 ASSISTANCE CALL- SOUTHERN CAUFORNIA EDISON COMPANY 1-WO-227-2600 SOUTHERN CALIFORNIA GAS COMPANY 1-800-227-2600 GENERAL TELEPHONE COMPANY 1-600--227-2900 COACHELLA VALLEY WATOR DISTRICT 760-3111411-2851 TIME WARNER (CABLE T.V.) 780-340-1312 EXT. 281 UNDERGROUND SERVICE ALERT SOILS-- ENGINEER: CALL TOLL FREE �F 13RE y 12. THE DEPARTMENT OF PUBLICRK WOWS DOES NOT ASSUME ANY RESPONSIBILITY FOR SLADDEN ENGINEERING 14 THE ACCURACY OF THE QUANTITIES SHOVIIN HEREON 13. THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA 1-- 800- REPORT NO. 99-08-087 ��`�""O��,� DEPARTMENT OF TRANSPORTATION. HIGHWAY DEIGN MANUAL TEST NO. 301-F FOR 227 Exp 9-- _ 140.c 45Mz DETERMINATION BY THE R-VALUE METHOD. 30-2002 2600 3 -b/00 *` 14. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS. IF CONSTRUCTION HAS NOT COMMENCED ' 2 WORKING DAYS BEFORE YOU DIG DATE WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE PUBLIC WORKS DIRECTOR. UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL SEAL APPROVED BY: DATE, D3-a3- do IN THE CITY OF PALM DESERT, CALIFORNIA • • ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR C❑NSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY n O o GRADING AND PAVING PLAN �HN OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE QPOFE���i�,,w �L����� � �W����Q /e1 (���(�(I THEIR APPROXIMATE LOCATION- AND EXTENT, THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �O G RICH D J. F❑L ERS CITY ENGINEER u u U trJ U V U V SHT. 1 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, �t,,� t CITY OF PALM DESERT E N RJR I ICI E E Ft I N Q PALM DESERT COUNTRY CLUB PARK. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY] THAT THIS REQUIRE- " ` EXP. DATE: 12/31/01 77-682 COUNTRY CLUB DRIVE STE F-2 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO No.SCC33 R.C.E. N0. � C.P.D. PROJECT 801-99 REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTI❑N CONTRACTOR FUTHER AGREES PALM DESERT, CA. 92211 EXAMINED, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM E* *�' PREP D BY: DATE 3 ?► PH: C760) 345-7808 FAXi (760) 345-4727 A PORTION OF LOT 27, TRACT 2137 OF 2_SHTS. MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE IITIES OR STRUCTURES ID AT THE OWNERS SITE. I SHALL D HCONTRACT- PERFORMANCE OF PROJECT,K ON THIS EXCEPTING LIABILITY ARISING ORSRSPONSIBIITY TO NOTIFY THE OF THE UTILITESOR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ��O���a��\p E T A'"d . - -_. CHRISTIANSEN �E- 1''=60' BENCFMARK° NUMBER 113 - 2" CITY OF PALM DESERT BRONZE DISK IN SECTION 13, T.5 S., R.56E., S.B.M. �� ?G,.�-'t STRUCTURES CONCERNED BEFORE STARTING WORK. MARK REVISIONS. APPR. DATE �- . .. IN TOP OF CURB ON WEST SIDE OF WASHINGTON ST. DESIGNED BY DRAWN BYt CHECKED BY, R.C.E. NO, 50083 EXP, DATE 6--3�-01 DATES SEPT, 1999 , ELEV.: 0 FM vil N13 ti BOLT DOWN MANHOLE LID AND FRAME DEMOLITION LEGEND • EXISTING TREE TO REMAIN ID REMOVE EXISTING TREE AND ROOTS d5?IE:. ALL JOINTS ABOVE THE LEACHING COMPACT ACKFILL TO 90% REMOVE EXISTING PAVEMENT AND WHEEL STOPS AREA SHALL BE MOTAR SEALED MIN. ACTFLOODING JETTING F S INSIDE AND OUT. WILL NOT BE ALLOWED N'��' �,"� REMOVE EXISTING PLANT MATERIAL FXSTING �' 2�4 X REMOVE EXISTING CONCRETE CHAIN-LINK FENCE 1� ` 137.04 F.S. o REMOVE EXISTING LIGHT POLE AND BASE 48" MIN PRE-CAST MANHOLE CONE. 137.28 F.S. -I I 6" P.V.C. OR A.B.S. DOWN CONCRETE SLAB - - -_--- DRAIN. and BENCH Lo 2 III= PROPERTY LINE ♦ .� yw _.. .♦y -I oa III I 00°° oo : - 4" CONCRETE SLAB (POURED T 000 000 c = 6" PVC IN PLACE SHALL EXTEND 137.31 F.S. x CONCRETE SLAB I ) OUl. I Q00 0000 -$ INTO UNDISTURBED SOIL. / DOG PARK ° a PROPOSED CHAIN-LINK 61, PVC 000 o0°� = and BENCH Li III 00 0000� I I- 000 00 AND GATE TO ENCLOSE `� I I o00 000 I I PRE--CAST CONC, SLAB. DOG PARK. 0 0 c ►-a 0 0 0 0 = 1000 00�0 137.30 F.S. CD . I I 00 000 o00 II II--_I " 37.90 o W o 000 48 MIN PRE-CAST 137.22 F.S.Ii - -j 0 a0 PREFORMED CONC. RING.o o a DRINKING FOUNTAIN - II aoo6uo 000 ° °00o0k_000000 0 . 137.85 F.S. o 00000 00o a __--- X III- UNDiSTURBEQ SOIL k t -I I I___ I I I-I ) -- III---III-- ) l PULL-UP BAR 137.99 F.S. X 00 /X SIDEWALK 10 °25�� $�°`F • . ° ' • •• '� ,� 3/8 TO 3/4 , ROCK ON UNDISTURBED SOIL. A NON.-WOVEN FILTER F RIC 7 -O Wide � k ETAI L PER SPEC. 88 103 CALTD SPEC. SHALL BE USED BETWEEN ROCK 139.54 X E S 3 N .T.S. & UNDISTURB SOIL. • NOTES:. 1. FOR LIGHTING DEMOLITION REFER TO ELECTRICAL PLAN. ,� F .� ,��� 138.48 F.S. • 2. EXISTING PAVEMENT WITHIN C.V.W.D. RIGHT OF WAY TO REMAIN. EXISTING 1�$�`•• SLURRY SEAL EXISTING PAVEMENT PER CITY OF PALM DESERT SPECIFICATIONS. CHAIN-LINK FENCE �$F 138.53-.F.S. 138.33 F.S. 138.52 F.S. ' ' EXISTING x SATING AREA � o .REM E EXIS REE (TYP.) ROSE' oRDEN EX. BUILDINGS REMOVE EXIST. CON RETE o 139.09 F.S. 138.81 F.S. ..... -- k r co LU . oo VOLLEY BASKETBALL } FiEItflOVE EXIST. TREE (TYP.) HALL \ -' REMOVE E IST. TRIr P.) oC .10 F.S. w > ' .� O_ R . EX LOW WALL, PILASTER aUjAND TUBULAR STEEL FENCE 2 , � X 139.36 F.S. 2 1 139.37 F.S. 139.46 F.S. 139.73 F.S. ENTRY LU ���' 142.05 REMOVE EXIST. PLANT MATERIAL 139..54 F.S. 139.23 T.C. 138.28 F.S. ' 738.17 F.S. N78°�$'3� E 138.30 T.C. c,� '• 137.80 F.S. C1 REIt. E?El T. LIGHT POL I" w �- - X po a PA'�ILLION 138.20 TIC, / z w '_ _ y 7 y ; 337 68�T C I w 142.9 .S. RE11�IpV XIST. LI POLE ,�O ••x ,�O 139. F.S. 1 X G- 139.77 F. v 137 69 T.C. > 2.8 �r`9 co ;t ¢ � .� � 139.48 .S. *, 137.69 F.S. EXISTING a U 42.75 F �� d' 4 FF= 139:9 137,74 T.C. CHAIN-LINK FENCE 139.46 F.S. ' �` I 139.42 F. . 139.62 S. PE= 139.4 H: ¢ 142.71. F.S. sr6,� S o � `. 137.74 F.S. I11�T -ACTIN � `� • R 142.70 F.S,• S. 139.63 F.S. ., � 138.77 F.S. LINE x ATER �+' ATURE a SAWCUT, REMOVE AND REPLACE EXIST. CONCRETE Y _ PROPERT • OOM 00' X ' :p '•'RESTRPAUTO wl 139.86 F.S MATCH PROPOSED CURB C WATER _ • • 138.27 T.C. I'3386 . 13994 S. 137.77 F.S. )( SIDEWA T 13 . 6 F. 139.92 F.S. R3.0' 138.30 T.C. 139.37 INV. 01 137.80 F.S. 7'-O» 13 8 'F. 90 W 3 140.0 IM 3V55 5"S. 140.02 F. SAWCUEMOVE AND REPLACE EXIST. CONCRETE a -� .-, .T CH PROPOSED CURB, .9.98 F 140.23 F.S • STEEL FENCE ° �� 138.30 TIC. UBU TUB STEEL ENCE 140 o F.s. EXISTING 137.80 1 T.C.R2.o' 137181 T i C. V. W 4. 5) b 140 7 F.S. 5 II1 �1 8.0 ' RESIDENSE RIGHT OFFAY 100 �s 140.51 F 37.84 F.S. �.� 0 10 20 40 60 80 �� SIDE W 1387.9 4 F.S. f � , » EXIST • o s o 00 x 1 o� = CONC. /me wAu �' 38.118 T.C. S. SEmj ELECT METER � R 1 .00 7 Wide 138.97 T.C. EX��� 142.09 F.S. 142. 3 S. SHAD STRUCTURE` 140.64 F.S. SAWCUT PAVEMENT AT PRO RTY LINE 43.72 F.S. �'138.47 F.S,,, 143.06 T BULAR TEFL F NCE 19 F. 6' 15' /t pica]) *Ajg 9° EXISTING 143.71 F.S. , 142.28 S. 1 C T t p 140 F.S. .1�3$ �,�ca•� 143. F.S. 5 Hai s. �� Q REMOVE EXISTING A.C. PAVEMENT ......................... 48,571 SQ. FT. PATIO WALL ° EMAIN (TYP.) :..'� N8 30 �o.00 CONSTRUCT DRYWELL WITH SOLID MANHOLE LID AND HOLD DOWN _� T. T 140. T.C. . T O ' Q • 1 '". T. ' 1n T R i T p t - ti°°1�� BOLTS PER CITY OF PALM DESERT STD. DRAWING NO. 111 ............................ . 2 EA. EXIST. PAVEMENT TO REMAIN ST D/W 1 1l2 SERVICE/ h -It 41 � t S:- pE. ETER 0 . 140: F. r .. +� v °. EXIST' D G• CONSTRUCT 6" TYPE II CURB PER CITY OF PALM DESERT REMOVE EXIST. TREE YP.) M> A = 14¢008" ,y� ,`�� ' G' - �. h 0 STD. DRAWING NO. 103 .................................... ................... 738. LN. • FT. EX SIDEWALK � ���' ° ��`�, � '��v 4 ��� < fix. � '�1 ? � �XZ, l�'' �1 - c�r�?��o � O 1 �, 1 1 1 � �1 L = 88.88 L , cp_ 4'-3 Wide Ix �,� �ti �`' �'`' °°1 c``' °� o° �,� ° --� c�' �'` ' ,�� PLACE 10 X 6 PARKING STOP................................................................................... 12 . 4" SEWER LATERAL 13Y C.V.W.D GATE` - SELF CL ING PLACE 3" A.C. PAVEMENT OVER 4" OF BASE MATERIAL (CL If) ....... . 16,416 ' SQ. FT. CA I ' RNIA MVE TUBULAR STEEL FENCE - d EXIST. WATER MAIN Jam' Hi L � PLACE 12" WIDE CONCRETE WALKWAY........."............... .......•.................................:.... 95 SQ. S g RN • ;,, ., . A t7VED BY, DATE; Q�-a I THE CITY ❑F PA M 7717 RN A ov SEAL SEAL T • 2 PRIVATE ENGINEERING NOTE �sSIO UNDERGROUND UTILITIES Qaar=n � �Q���(� � (�����`��Q�� Under R AGREES THAT IN ACCORDANCE WITH GENERALLY GRADING AND PAVING PLAN REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTO GRE RICH RD .1. FOL . S CITY ENGINEER ALL UNDERGROUND UTILITIES OR STRUCTURESA <i,� C,I�r,, �. �. ground TH S= SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE OTHERS AND 0 REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �4re �" '�,, �, CITY ❑F PALM SERT E N 4 1 N E E R I N 0 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING PROJECT PALM DESERT COUNTRY CLUB FARI~� Service Alert T THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE 77-682 COUNTRY CLUB DRIVE, STE F-2 , � '`� � -: R.C.E. NO. _253�„0 EXP. DATE 12/31/01 ct ern Callfornin THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT ER , SAFETY OF ALL PERSONS AND PRt3PERTYj THAT THIS REQUIRE- ► i!4Q.bmin t-ft PALM DESERT, CA• 92211 C'P ) PROJECT NUMBER $01-99 2 of south TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING RESULT ING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITEGREES Exp. � � PREPARE BYE DATES � � � PH, C760> 345-7808 FAX= (750) 345-4727 OF SH Call: TOLL FREE REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTURE A A PORTION OF LOT 27, TRACT 2137 TRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM -745Z \\1 EXAMINED, THE CONTRACTOR ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ' "��` KEITH A. 1,-$�® MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND C1111. Sit i' Eq' ' NUMBER 113 - 2" CITY OF PALAd DESERT BRONZE DISK IN TOP OF IN SECTION 13, T.5 S„ R 56E., S.B.M. �1 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING r� � CHRISTIANSEN CURB ON WEST SIDE OF WASHINGTON ST. SOUTH OF 42ND AVE. 4.8' 2 2°7-2 6 0 0 OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. MARK REVISIONS ARf°R. DATE �- F17Rt �'O' �' . R.C.E. NO. 50083 EXF'. DATE 6-30-01 BATS 1999 S. OF SLY PCR �EL1"V:1a0.25? TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY, DRAWN BY, CHECKED BY, REVISIONS BY 5 H E E T I N D E X PLAN CHECK CORR. 1 11-19-99 A-1 SITE PLAN ® A-2 FLOOR PLAN AND ELEVATIONS Q 6e005 REVISION T R 'u u m I A a mum I I T Y F LO R ® A-3 1/2" SCALE FLOOR PLAN & HANDICAPPED REQUIREMENTS A-4 ROOF PLAN & REFLECTED CEILING PLAN A-5 DETAILS S-1 GENERAL NOTES 5-1 . 1 GENERAL DETAILS S-2 FOUNDATION PLAN & FRAMING PLAN 5-3 STRUCTURAL DETAILS 5-4 STRUCTURAL DETAILS P A L M 10 E 9 E R T C 0 U N T R Y C L U B 5-5 STRUCTURAL DETAILS N I H / Q E-2A LIGHT & POWER LAYOUT f P-1 l PLUMBING SITE PLAN Q7 7 ® 8 1 0 C A L I F 0 R N I A D R�[3 I / P-2 � PLUMBING FLOOR PLAN , ISOMETRICS & NOTES �... 0 i u P I / W / a_ cv T� zM I L/ U1 OI U. o H Cj' LEASE DESCRIPTION PLAT G EiN E R A L N 0 T E 5 .10 Q o WITHIN A PORTION OF 1 . A +L WORK OF THIS CONTRACT SHALL CONFORM TO THE REQUIREMENTS // 0 THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE " L 0 T 27 , TRACT 2137 BC) & THE BUILDING RESTRICTIONS OF THE CITY OF PALM DESERT. w x / + 2. A L MATERIALS USED IN THIS PROJECT SHALL BE NEW AND OF A KIND ® pl�i fNDS QUALITY AS REQUIRED BY THE DRAWING - OR APN �� . fAS NOTED ON PLANS. Q _ _�---�� 3. ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 637 062 - 010 _ 002 ��- �HE ETHODS, MATERIALS, TECHNIQUES. ® 1L SEQUENCES OR PROCEDURES OR / ---�-+ , FOR SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE WORK. U. THE ARCHITECT DOES NOT GUARANTEE THE CONTRACTOR' S PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETANCE, O + OR ERRORS OF OMISSION OR COMMISSION OF THE CONTRACTOR. Y DO NOT SCALE DRAWINGS. +5. CONTRACTOR TO SECURE & PAY FOR ALL PERMITS, LICENSES & INSPECTIONS REQUIRED, OTHER THAN THE BUILDING PERMIT. Q U1 / J 6. KEEP EXIT CORRIDORS, EXIT STAIRS, AND EXIT DOORS FREE OF -1 10 MATERIALS & DEBRIS AT ALL TIMES, - RETAIN UNOBSTRUCTED EXITS/ = r AT ALL TIMES. a0 Q X 1 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS, SHORING & O 10 BRACING REQUIRED TO PRESERVE THE STRUCTURAL INTEGRITY AND W L- M / PREVENT COLLAPSE OF EXISTING CONSTRUCTION THAT IS CUT INTO OR M U) /// ALTERED AS APART OF THE WORK. M ,_ OD 0 / 8. SAFEGUARDING OF OWNER' 5 PROPERTY. THE CONTRACTOR SHALL ASSUME ® -0 CARE, CUSTODY AND RESPONSIBILITY FOR SAFEGUARDING ALL OF THE r" OWN R S PROPERTY OFEVERYKIND WHETHER FIXED OR PORTABLE. / FURNISH ALL FORMS OF SECURITY AND PROTECTION NECESSARY TO PROTECT THE OWNER' S PROPERTY, REGARDLESS OF CAUSE - CONTRACTOR SHALL REPAIR, REPLACE OR OTHERWISE ACCEPTABLY MAKE GOOD ALL OF QOWNER' S THE OWNER' S PROPERTY UNDER THE CONTRACTOR' S CARE. REVISION C' ' 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY SOLID BARRICADES OR FENCING BARRICADES AS REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION OR CODE. CONSTRUCT, RELOCATE, ALTER AND REMOVE A R E A O F AS REQUIRED AS THE WORK PROGRESSES. J / 10. THE CONTRACTOR SHALL COOPERATE WITH THE OWNER' S AUTHORIZED 0 11REPRESENTATIVE TO LIMIT HIS APPARATUS AND ACTIVITIES WITHIN + DESIGNATED AREAS. ALL WORK SHALL BE DONE IN A MANNER WHICH ® WILL NOT ENDANGER THE USER THE USER' S OF THE FACILITY. 1 / 11 . PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES WITH PROPER AGENCIES TO AVOID ANY 1 / CONFLICTS DURING CONSTRUCTION. 12. ANY INTERIOR FINISH SHALL COMPLY WITH TABLE 42-8 OF THE U.B.C. L _ ... _... _ J — 13. NO STORAGE OF HAZARDOUS AND/OR FLAMMABLE MATERIALS OR ELSE - o COMPLY WITH FIRE CODES. / 14. CONTRACTOR SHALL PROVIDE ALL IMPROVEMENTS PER PLANS AS SHOWN ON THESE DRAWINGS. IqTL BUILDING Q _ - -- - , c FOOTPRINT / REV 15ED In U1 (X OF V Lu O is 94 • -,'' �. ,��,.rs �a'�sc � � o Qom, v Pig f°a" ' NTERSTA T� SamAW �- a-- Ul LtJ — _ _ - - --- — -— - - - — -— - — - - - - - -- - --- - - - — - - _ - — - — -— - — - - _ CALIFORNIA DRIVE AVE 42 '�- LU Z cn Q ►— 4 PROJECT AVENUE OF THE STATES SITE CAL I FORK I A DR. ►- RAWN C: C3N = TRU C 'TION HOUR 0 CHECKED z 0 C T 0 B E R 1 - A P R I L 30 MAY 1 - 5 E P T E M B E R 30 I TE PLAN DATE MONDAY - FRIDAY 7 : 00 AM - 5 : 30 PM MONDAY - FRIDAY 6 : 00 AM - 7 : 00 PM _ a SEPT. 30, 1999 SATURDAY 8 : 00 AM - 5 : 00 PM SATURDAY 8 : 00 AM - 5 : 00 PM NORTH SCALE; 1" = 30' -0" SCALE SUNDAY NOT ALLOWED SUNDAY NOT ALLOWED I " = 30' -0" GOVERNMENT CODE GOVERNMENT CODE JOB NO . HOLIDAYS NOT ALLOWED HOLIDAYS NOT ALLOWED SHEET VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT HIGHWAY 111 MUNICIPAL CODE SECTION 9 . 24 . 070 VICINITY MAP N NO SCALE 0F SHEETS REVISIONS BY 1 PLAN CHECK CORR. 11-19-99 — SEE ELECTRICAL FOR LIGHT A FIXTURES r OPEN _ OPEN OPEN f' ❑ r { W LL ® 4 I 22'-8" A-5 , i'-4"8" 6'—0" 2'-7" 4'-2" 2'-7" 6'-0" 8" 1'-4" T M Z i TOP OF DF I OPEN ABOVE W/ STEEL ME54 OPEN ABOVE W/ 5TEEL ME5ff In TOP OF DF / ( LL 0 zo � TOP OF CONC. / TOP OF CONC.N o WALK OPEN —— — — — — — — ——— OPEN — WALK OPEN I I- r ar .. j W Q SEE SHEET A-3 FOR 5I GNAGE °0 ao ® L- = i I = J SOUTH ELEVATION EAST ELEVATION I col ED � a SCALE: 1/4" = 1'-0" SCALE: 1/4" = l' -o" o t MEN' S WOMEN' S I N W cow a ( a I ©C I z W Q ELEVATIONS REVISED w O C DION h-T REFLECT AD O MT Z AINENANCE ROOM II g ��•.' V _ Ul I / p• \ `t to ("" _ "SIMPSON" DIS DORMER VENTS - SEE N OVERHANG I , / LEI :3I �o ! I .� cm Xo0 ROOF PLAN - PRIME & PAINT TO MATCH 10 \ / � l I Q 5TANDING SEAM ROOF DASHED -- \ // I W 11- 1 i M M 12 3 -- BERRIDGE TEE-PANEL METAL STANDING \~ ' ; W U) 5 A-5 SEAM ROOF - SEE ROOF PLAN - SHEET A-4 ® 00 p � I I 1 10 I I Q ry 5 I I A-5CD STEEL FASCIA - PAINTED ;Q m I I o TO MATCH STANDING SEAM ROOF `= I I '0 W I I w O Oin I I Ooo STEEL MESH - SEE I I a DETAILS 4 & 5/A-5 OPEN a a -" I- -- - - - - - - - - - - - - -) TAN SPLIT FACE COLOR - I I BLOCK W/ TAN GROUT TYP. 4 I I - AT ALL EXPOSED SURFACES - - - - -- - - - - - - A-5 I I I D.F. D.F. I I I NOTE: SEE I I IL LANDSCAPE DRAWINGS I I I & CIVIL DRAWINGS i I FOR HARDSCAPE CD i I I m I i I OPEN cm cr- 4' —0" 2'—0" 2'—7" 4'-2- 2'—7" 2'—0" 4'—0" 8" 1'-4' SEE ELECTRICAL PLAN - SHEET E-2A OPEN ABOVE 9 OPEN ABOVE 9 FOR SWITCHBOARD - NOTE: TOP OF BELOW BELOW SWITCHBOARD NOT TO EXCEED 7' -4" W ABOVE FIN. FLR. PLAN REVISED -'f ''-+ OC NORTH E L E V A T ION WEST E L E V A T ION 1 MAINTENANCE ROOM ue -jLuz » " � L� ADDED � cr SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0 V Lv C�) RESTRO0M FLOOR PLAN `dLL :� r-) LL� :�: -j SCALE: 1/4" = 1 ' -O" :e Z Q U a p cj- NOTE: SEE SHEET A-3 FOR 1/2" SCALE FLOOR PLAN o & ADDITIONAL FLOOR PLAN INFORMATION aLj_ LU Lu NOTE : ALL EXPOSED MASONRY SHALL BE c� � >- U-) TREATED WITH THE FOLLOWING ANTI-GRAFFITI2MA50NRYNOTE: ALL CONCRETE BLOCK .SHALL BE SPLIT FACED o � V a Lu COATINGS: - ONE COAT "OKON" W2 MASONRY SEALER TAN BLOCK W/ TAN COLOR GROUT - EXCEPT - ® ,� FOLLOWED BY TWO COATS "ULTRA5HIELD" IP 631 THE DOULBLE WALL BETWEEN THE RE5TROOM5 - CLEAR POLYURETHANE ENAMEL- "OKON" & THESE TWO WALLS SHALL BE 6" TAN CONCRETE J n-- W . I "ULTRA5HIELD" ARE PRODUCTS OF THE DUNN-EDWARD5 CORPORATION PRECISION BLOCK W/ TAN COLOR GROUT u"" DRAWN CHECKED DATE SEPT. 30, 1999 SCALE 1/4" JOB NO . SHEET Em OF SHEETS wrrr�rr• REVISIONS BY PLAN CHECK CORR. 1 11-19-99 NOTE: DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED PER SECTION 1115B.5. AS FOLLOWS: A. AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG & A VORTEX POINTING UPWARD @ MEN' S RESTROOM5. 3' -6" LONG GRAB BAR MT' p @ + 36" (1 1/4" DIA. ) B. A CIRCLE 1/4" THICK, 12" DIA. @ WOMEN' S RE5TROOM5. 3' -0C. A 12" DIA. CIRCLE WITH A TRIANGLE SUPERIMPOSED ON THE CIRCLE MT' D @ + 36" (1 1/4" DIA. )LONG GRAB BAR & WITHIN THE 12" DIA. @ UNISEX RESTROOMS. D. THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE DOOR @ A HEIGHT OF b0" . E. BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WALL ADJACENT TO ®' THE LATCH OUTSIDE OF THE DOORWAYS LEADING TO THE SANITARY r� FACILITIES, PER SECTION 1117B.5.9. L) NOTE: ACCESSIBLE WATER CLOSETS MEET THE FOLLOWING REQUIREMENTS PER THE CALIFORNIA PLUMBING CODE: F <[ N A. THE CONTROLS ARE OPERABLE WITH ONE HAND & THEY DO NOT REQUIRE yR�. z to TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 01 �+ MEN' S w WOMEN' S B. THE CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE SIDE OF u LL 0 Zu Z/ THE TOILET AREA & SHALL BE < OR = TO 44" ABOVE THE FLOOR. J M a `� C. THE FORCE TO ACTIVATE THE CONTROLS SHALL BE < OR = TO S# OF FORCE. V ^ 111 z 0 Z NOTE: ACCESSIBLE LAVATORIES COMPLY WITH THE FOLLOWING, PER SECTION 11158.9. 1 & CALIFORNIA PLUMBING CODE: bi PARTITION SYSTEM TO BE A. > OR = TO 30" X 48" CLEAR SPACE IS PROVIDED IN FRONT FOR FORWARD V) x 5ERIE5 1082 BY "BOBRICK" APPROACH. THE CLEAR SPACE MAY INCLUDE KNEE & TOE SPACE BENEATH ® w < - COLOR - FAWN THE FIXTURE. i ) > OR = TO 29" HIGH X 30" WIDE X 8" DEEP @ THE TOP. J Q ii ) > OR = TO 9" HIGH X 30" WIDE & 17" DEEP @ THE BOTTOM. ® CL iii ) THE COUNTER TOP IS < OR = TO 34" MAXIMUM ABOVE THE FLOOR. IN, SEE PLUMBING _ B. HOT WATER PIPES & DRAIN LINES ARE INSULATED. I DRAWINGS FOR ._ H05E BIBB5 /' C. THE FAUCET CONTROLS, & OPERATING MECHANISM ARE: \ i) THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING / \ NOTE : BLDG SLAB & WALKWAY SLAB OR TWISTING OF THE WRIST. P• "ti "BOBRICK / \ V T0 HA E LIGHT BROOM FINI SH W/ B-1656 O , ii ) HAS AN OPERATING FORCE OF < OR = TO 5#. to STAINLESS tiP' CONCRETE SEALER G' STEE24" X 36" D. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR LL �' � 1 / MIRROR 1 f > OR = TO 10 SECONDS. 00 r = \ / - MOUNT , / NOTE: GRAB BARS SHALL BE DESIGNED TO SUPPORT 250# PER SECTION 0 1115B.8. 10 \ / ABOVE LAV \ / (L M ® 00! - r HEAD HEAD HEAD r�-` `--' b AMB 6 AMB 6 AMB S A-5 SILL SILL 7 SILL A-S A-5 A-S 4 42" STAINLESS STEEL GRAB BAR W/ 16 GAUGE 2' -4" X 6' -8" HOLLOW METAL DOOR EXPOSED MOUNTING & ONE WAY SCREWS & FRAME BY "STEELCRAFT" OR APPROVED A-5 EQUAL W/ KEYED LOCK - HANDLE @ EXTERIOR ONLY - PUSH PLATE @ INTERIOR W/ SELF CLOSURE / HOLDER - W/ 8" SQ. VENTS HIGH & LOW - LOUVERED W/ BIRD SCREEN S "WORLD DRYER" MODEL A5 HAND 36" STAINLE55 TEEL 2'-0"GRAB BAR W/ DRYER - WALL MOUNTED EXPOSED MOUNTING & ONE WAY SCREWS 16 GAUGE 3' -0" X 6' -8" HOLLOW METAL DOOR & FRAME BY "STEELCRAFT" OR APPROVED EQUAL W/ KEYED LOCK - HANDLE @ EXTERIOR ONLY - PUSH PLATE @ INTERIOR - - W/ SELF CLOSURE / HOLDER •e1C J O - - - - - - I' M � � c � D.F. D.F. Q ®v"" ki Ju O Q Li- ll-0" TOILET PAPER DISPENSER STAINLESS STEEL MIRROR VANDAL RESISTANT SURFACE" K" #B-165 24" X 36" --1 ""MOUNTED BY BOBRICK su MOUTED ABOVE LAV #272 STAINLESS O 4 NOTE: DOORS TO BE PRIMED & PAINTED TO PLAN REVISED - J LL MATCH TAN CONCRETE BLOCK COLOR Q MAINTENANCE ROOM "BOBRICK" SERIES #1082 - +� Q) - ADDED PARTITIONS TYP. COLOR FAWN VLu lY >-- L) Rag k— Lu cl; v Q �cu a- Lu --i :rzQ /i 36" 5TAINLE55 STEEL GRAB BAR W/ EXPOSED MOUNTING & ONE WAY SCREWS DRAWN F L 0 0 R P L A N CHECKED N 0 R T SCALE 1/2" = 1 ' -0" SEPT. TE 30, 1999 SCALE 1/2" = 1 ' -0" R N JOB NO . N R E 5 T R 0 0 M ELEVATIONS 5 A " = 1'71 SHEET OF SHEETS REVISIONS BY PLAN CHECK CORR. i1-19-99 i El uj Q CV = z r) � Lo LL O H J r7 Qa v � 1 O A-5 1 I- v A-5 w LA X wa NOTE: PRIME & PAINT PERIMETER L- -- - - - -- - - FASCIA CHANNEL TO MATCH FOREST ❑ ❑ Q GREEN STANDING SEAM ROOF ' ' ' ' ' ' '' - ' ' ' - • • J A-5 "BERRIDGE" TEE PANEL METAL A-5 "BERRIDGE" SELF-VENTING IL STANDING SEAM ROOF - SEAMS @ 12 3/4" 0.<:. FLUSH SEAM PANEL @ SOFFIT - TYP. T - COLOR TO BE FOREST GREEN - OVER - COLOR TO BE SHASTA WHITE I 2 LAYERS #30 FELT ROOFING - OVER 5/8" CDX PLYWOOD ROOF SHT' G ' 2 �., 1 A-5 SURFACE MOUNTED LIGHT FIXTURES '� V "SIMPSON" D18 DORMER ROOF VENTS _.. _..__� PER ELECTRICAL SHEETS - PROVIDE (2 TOTAL, 1 FACING NORTH & 1 FACING SOUTH) "-' -- BLK' G @ FIXTURES � PRIME & PAINT TO MATCH METAL J cv STANDING SEAM ROOF 2 L _ 1 i i 10 A-5 T r A-S PEAK 3 1 24" X 30" ATTIC ACCESS PANEL Q X I 3 A-5 1 A-5 O W L d1 A-5 A-5 LD M N coo v L----- - - - ----- --J ROOF SLOPE TO BE 5: 12 r � 2 A-5 A-5 PLAN •et O. REVISED PLAN tm ❑ ❑ ❑ REVISED A Z —j LL NOTE: PRIME & PAINT PERIMETER 1 1 J FASCIA CHANNEL TO MATCH FOREST —' GREEN STANDING SEAM ROOF A-S A-5 W v 0 u, c3 O W L� ai cj� � au � U) Cc Q U Lu O �L Q LL ROOF PLAN REFLECTED CEILING P V LAN R T H SCALE: 1/4" = 1 ' -0" N 0 R T H SCALE: 1/4" = 1' -0" "� c --� Ul O 0� �' � >- U) �- Lu ® 4- Z __j 4_ DRAWN CHECKED DATE SEPT. 30, 1999 SCALE 1/4" = 1 ' -0" JOB NO . SHEET OF SHEETS 5/8" CDX PLYWOOD ROOF 5HT' G 2 LAYERS #30 FELT UNDERLAYMENT REVISIONS B Y BERRIDGE TEE-PANEL METAL PLAN CHECK CORR. STANDING SEAM ROOF j 11-19-99 HIP / RIDGE TRIM FASTENER @ 10" O.C. MAX. — CAULK GALV. EAVE FLASHING; W/ 4" END POP RIVET LAPS W/ CONT. CAULK AT LAPS - ` PAINT TO MATCH ROOFING COLOR EN r �+ CONT. CHANNEL BEAM PER Bc)TTOM TRU55 CHORD OR BLOCKING BERRIDGE TEE-PANEL METAL FRAMING PLAN @ 24" O.C. STANDING SEAM ROOF PANEL ljil0 FASTENER @ 10" O.C. MAX. BERRIDGE SELF VENTING FLUSH ��� �• r r \ FASTENER @ 10" O.C. MAX. SEAM PANEL SOFFIT - EA SIDE CONT. GALV. CHANNEL CLOSURE PAINT TO MATCH SOFFIT PANEL CONT. GALV CHANNEL CLOSURE PAINT EXPOSED PORTION OF NAILER - PAINT TO MATCH SOFFIT PANEL TO MATCH SOFFIT PANEL LL r BERRIDGE SELF VENTING FLUSH PANEL CLIPS SEAM PANEL SOFFIT 2 LAYERS #30 FELT ROOFING DETW1 DETW2 1 2 3 H I P D E T A I L 5/8" CDX PLYWOOD ROOF 5HT G DETW3 .. U) T ZM SCALE: 1 1/2" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 3" = V-O" p LL poi. a MASONRY ANCHORS AS REQ'D j DETAIL ADDED V -- Q o •`0 8" CONCRETE BLK WALL 16 GAUGE HOLLOW CORE METAL DOOR CC ' CENTER OF CONCRETE W Ul X o BLOCK WALL - BELOW o W a 1�n to Xv ® oLi- I" X 1" X 080" DIA. WIRE Ir m E r O CONCRETE WALKWAY SLAB J "WELDED" MESH W/ 1 1/2" WIDE o o Q "U" BINDER TYP. @ ALL 4 SIDES w w BY "UNIVERSAL WIRE CLOTH C4. " 3X SOLID BLK' G Q 16 NORTH STEEL ROAD BETWEEN 2X TRUSSES w TOP 4F BLDG. FIN. FLR. MORRISVILLE, PA 19067 IL 16 GAUGE HOLLOW CORE METAL DOOR & (215) 736 - 8981 METAL CEILING PANEL - HOLLOW METAL FRAME I ATTN: MR. BRIAN QUENZER SEE REFLECTED CEILING TO BE BY "STEELCRAFT" f1 - NOTE: MESH & "U" BINDER PLAN FILL FRAME W/ SLURRY `J DETAIL U SHALL BE GALVANIZED - ADDED NOTE: VERIFY OPENING j F' SIZE PRIOR TO ORDERING; Do V 14 X 2 1/2" ZINC PLATED DETAIL ONE WAY ROUND HEAD ADDED J ,O SHEET METAL SCREWS @ 16" TOP OF WALKWAY SLAB O.C. - USE "TOGGLER" = i- ALLIGATOR SOLID STATE D GALV. "U" BINDER XI 00 CHEMICAL ANCHORS @ NOTE: DOOR & FRAME TO BE CONC. SLAB & FTG PRE-DRILLED HOLES @ PRIMED & PAINTED TO MATCH W o dt MASONRY 14 X 3/4" ZINC PLATED GALV. "U" BINDER TAN CONCRETE BLOCK M SELF TAPPING ONE WAY M , ROUND HEAD SHEET METAL HJS ST4 El00 1 "X1"Xl/8" SCREWS @ 16" O.C. "Xi "Xi/8" b HEAD / JAMB 7 5 I LL 110 THICK CONT. . THICK CONT. 14 X 3/4 ZINC PLATED STL CHANNEL STL CHANNEL SELF TAPPING ONE WAY SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1' -0" r r GALV. - GALV. ROUND HEAD SHEET METAL SCREWS @ 16" O.C. 14 X 3" ZINC PLATED ONE WAY ROUND HEAD SHEET METAL SCREWS @ 16" O.C. - USE "TOGGLER" ALLIGATOR SOLID STATE CHEMICAL ANCHORS @ PRE-DRILLED HOLES @ MA50NRY 1" X 1" X .080" DIA. WIRE 0 0 "WELDED" MESH W/ 1 1/2" WIDE "U" BINDER TYP. @ ALL 4 SIDES to Ln BY "UNIVERSAL WIRE CLOTH CO. " o 0 16 NORTH STEEL ROAD ►� MORRISVILLE, PA 19067 w w (215) 736 - 8981 ATTN: MR. BRIAN QUENZER w - NOTE: MESH & "U" BINDER DETAIL TOP OF CONCRETE SHALL BE GALVANIZED - O ADDED NOTE: VERIFY OPENING SIZE PRIOR TO ORDERING p BLOCK WALL CENTER OF CONCRETE BLOCK WALL >- I— F— Q NOTE: DETAIL SHALL AL50 BE USED @ JAMB SIDE OF OPENING - MIN. 2 SCREWS VLLf) cr- i,1O � @ CHANNEL @ JAMB pLt, MESH SCREEN MESH MESH2 J 4 5 MESH SCREEN SCALE: 1" = 1" SCALE: 1" = 1 " Ca Q. U l'- `t L_ i"_ fA3 w w J Cc >_ U) Lu Q �C ® CL DRAWN CHECKED DATE SEPT. 30, 1999 SCALE AS NOTED JOB NO . SHEET OF SHEETS GENERAL TRUS JOIST MACMILLAN REINFORCING STEEL WOOD CONT. R E VI SIO N S BY GLUE-LAM BEAM CONT. MANUFACTURING SPECIFICATION CRITERIA FOR GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT ALL SHEATHING SHALL BE STAMPED BY THE AMERICAN PLYWOOD TJI® JOISTS THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD LAMINATIONS TO BE 1 1/2 INCHES. MICROLLAM® FLANGE MATERIAL GRADE 2.OE: ALLOWABLE UNIT STRESSES ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL A5TM A615 (PS 1) WITH EXTERIOR GLUE. COMPOSITE OR NON—VENEERED PANELS: COMPLY TENSION PARALLEL TO GRAIN = 2100 PSI COMPRESSION PARALLEL TO GRAIN = 2100 PSI WORK AND MATERIALS INCLUDING TH05E FURNI5HED BY SUB—CONTRACTORS. A)#4 BARS AND SMALLER. . . . . . . . . . . . . . . . . . . . . . .GR40 WITH NATIONAL RESEARCH BOARD REPORT NER-108. SUBFLOOR ADHESIVE: GLUE LAMINATED BEAMS TO BE INSPECTED DURING FABRICATION BY AN ACCEPTABLE ALTERNATE FLANGE — 2700 MSR LUMBER 2.2E: PER UBC TABLE 23-1—A-3 8)#5 BARS AND LARGER. . . . . . . . . . . . . . . . . . . . . . . .OR60 APA SPECIFICATION — — TENSION PARALLEL TO GRAIN = 2150 PSI COMPRESSION PARALLEL TO GRAIN = 215 AFG O1 . INSTALL. PLYWOOD AND NON VENEERED PANELS APPROVED TESTING LABORATORY. EACH BEAM TO BE STAMPED WITH AN 0 PSI ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE PER APA CONSTRUCTION GUIDE, LATEST EDITION. SEE STRUCTURAL FRAMING IDENTIFYING NUMBER. BEAMS ARE NOT TO BE ERECTED UNTIL CERTIFICATE ALLOWABLE FLANGE NAILING — ONE ROW 2" O.C. 8d-12d BOX NAILS & 8d COMMON WORKING DRAWINGS (AND/OR ARCHITECTURAL SPECIFICATIONS, WHERE ELECTRIC WELDED WIRE MESH SHALL CONFORM TO A5TM A-185 (EXCEPT AT PLANS FOR THICKNE55 AND TYPE OF FLOOR AND ROOF SHEATHING. SEE SHEAR OF INSPECTION FROM TESTING LAB HAS BEEN APPROVED BY THE BUILDING NAILS, 3" O.C. IOd-16d COMMON NAILS & 16d BOX NAILS. ALTERNATE FLANGE MUST APPLICABLE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT SLABS ON GRADE WHICH MAY BE GR40) . WALL NOTESFOR SIZE AND TYPE OF WALL SHEATHING. DEPARTMENT. HAVE REINFORCED TOP CHORD. AND/OR THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR COMPOSITE WEB MATERIAL (OSB PERFORMANCE + WEB) WORK INVOLVED. NAILING OF HORIZONTAL AND VERTICAL. DIAPHRAGMS SHALL BE INSPECTED SEAL. .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ENDS OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. SWELLING: THICKNE55 GAIN 11.3% WEB TESTED AVERAGE AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. APPEARANCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INDUSTRIAL (U.N.0) INTERNAL BOND: 97.3 PSI WEB TESTED AVERAGE SEE ARCHITECTURAL, ELECTRICAL. AND MECHANICAL DRAWINGS FOR PITS, ALL BENDS TO BE MADE COLD. SEE TYPICAL DETAILS ON SHEET 5-1. 1 FOR ADHESIVE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .WET—PER PS 56 STIFFNESS: 72,000 PSI MINIMUM ALLOWABLE TRENCHES, ROOF OPENINGS, DEPRESSIONS, DOORS. WINDOWS, NON—BEARING ALL NAILS USED IN TIMBER—TO—TIMBER CONNECTIONS SHALL BE COMMON OR PRIME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NONE INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, PROPER BAR BENDS. COATED SINKER NAILS AND NAILING SHALL CONFORM TO THE APPLICABLE WRAP. SHEAR STRENGTH: 1 ,775 PSI MINIMUM ALLOWABLE • . . . . . . . . . . . . . . . . .GROUP WEB SPLICE BROACHED & GLUED TO PROVIDE MECHANICAL TRANSFER OF SHEAR. RAILINGS. WATERPROOFING, FTNI5HE5, ETC. NOT SHOWN ON STRUCTURAL BUILDING CODE. ALL NAILS CONNECTING PRE—MANUFACTURED METAL ITEMS CAMBER. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .SEE PLAN DRAWINGS. USE LOW HYDROGEN ELECTRODES GRADE E70 FOR WELDING REINFORCING (CONNECTORS, HANGERS, STRAPS. ETC. ) TO TIMBER SHALL CONFORM TO THE INSPECTION. . . . . . . . . . . . (INCREASES GLUE BOND AREA BY OVER 5Oi) .AITC WITH ATTACHMENTS 1&2 JOIST FABRICATION TOLERANCES: ALL JOIST SERIES DEPTHS SHALL BE ACCURATE TO BARS. MANUFACTURER'S CATALOGUE AND APPLICABLE I.B.C.O. REPORTS. • • � � � � � � � � � � � � . . � . . ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY BUILDING +0,-1/16 INCH AT THE TIME OF MANUFACTURE EXCEPT THAT TAPERED TJI® JOIST TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT 10'-0" O/C MAXIMUM. DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER. DEPTHS SHALL BE ACCURATE TO +0, 1/8 INCH IN 40 FEET. THE ROUT & AND SHALL NOTED OTHERWISE. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE PLACING CONCRETE. SHALL BE PERPENDICULAR TO THE FLANGE WITHIN ONE DEGREE. FOR ALL JOIST SERIES OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, USE PRESSURE GLUE—LAM STRUCTURAL MEMBERS WHICH ARE EXP05ED TO WEATHER AND MANUFACTURED WITH ANY OF THE VARIOUS WEB MATERIALS USED, THE FLANGE ROUT TREATED DOUGLAS FIR OR SHEET METAL. CONNECTORS. NOT PROPERLY PROTECTED BY A ROOF, EAVE, OVERHANGS OR SIMILAR SHALL BE CENTERED IN THE FLANGE, +/-1/32 INCH. BLOCK MASONRY REFER TO THE ARCHITECTURAL SPECIFICATION (WHERE APPLICABLE) FOR COVERING SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE PRODUCT WARRANTY: TRU5 JOIST MACMILLAN WARRANTS THAT ITS PRODUCTS WILL INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL UNLESS OTHERWISE SPECIFIED, ALL SILL PLATES IN CONTACT WITH CONCRETE OR BE MANUFACTURED FORM WOOD WITH NATURAL RESISTANCE TO DECAY. FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP & MATERIAL. BE DRAWINGS. OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 1/2" IN ADDITION, PROVIDED THE PRODUCT i5 CORRECTLY INSTALLED & USED. THE ALL MASONRY CONSTRUCTION PER UNIFORM BUILDING CODE. NIA. BOLTS AT 48" 0/C. OF THE BUILDING. THIS WARRANTY IS BACKED BY THE FULL RESOURCES OF TRUS COMPANY WARRANTS THE ADEQUACY OF ITS DESIGN FOR THE NORMAL & EXPECTED LIFE L IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS NOTE: WOOD TRU55 i- OR DETAILS ON THE STRUCTURAL DRAWINGS. REINFORCED BLOCK MASONRY: ASSUMED DESIGN STRENGTH F'm=1500 PSI. A)ALL BOLTS SHALL EXTEND A MINIMUM OF 7" INTO FOOTING, WITH 5" MIN.INTO THE FIRST POUR OF CONCRETE. CODE APPROVALS: THE PRODUCTS SPECIFIED ON THESE PLANS HAVE BEEN DESIGNED Y JOIST MACMILLAN & BY UNDERWRITTEN PRODUCT LIABILITY INSURANCE. r' THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE UNITS SHALL BE NORMAL WEIGHT (OR LIGHTER) CONCRETE BLOCK, GRADE N, B)PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE OF SILL PLATE WITH TRUSS FABRICATOR SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS.JOB SITE AND/OR ADJACENT PROPERTIES. CONFORMING TO ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 ONE ANCHOR BOLT LOCATED WITHIN 6" OF THE END. SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER TO THE BUILDING IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: NER 200, ICBO PFC-4354.LA CITY RESEARCH REPORT RR22614. PSI. C)AT INTERIOR WALLS, ANCHOR BOLTS MAY BE SUBSTITUTED WITH 0. 15" DIA DEPARTMENT, ARCHITECT, AND STRUCTURAL ENGINEER FOR THEIR REVIEW THE STRUCTURAL ENGINEER HAS NOT DESIGNED THE ERECTION SUPPORTS OR POWER DRIVEN PINS AT 36" O/C UNLESS NOTED OTHERWISE. (RAM5ET #2330 PRIOR TO FABRICATION. SHORING OF ANY PORTION OF THI5 PROJECT. THE CONTRACTOR SHALL BE GROUT SHALL BE OF FLUID CONSISTENCY, GROUT MIX SHALL BE (BY VOLUME) INSTALLED PER I.C.B.O. REPORT #16:39 HILTI "SDM72" INSTALLED PER I .C.B.O. _ Q (V RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS. TEMPORARY 1 PART CEMENT. 3 PARTS SAND (FINE GROUT) AND MAY CONTAIN AN REPORT #2388. OR EQ. ) . SHOT PINS `.SHALL NOT BE INSTALLED UNTIL CONCRETE ALL BLOCKING AND BRIDGING OF TRUSSES SHALL BE IN ACCORDANCE WITH FOR FURTHER INFORMATION CALL ENRIQUE M '" � AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE ADDITIONAL 2 PARTS PEA GRAVEL IF SPACES ARE 4 INCHES OR MORE IN EVERY HAS CURED FOR 7 DAYS MINIMUM. AT TWO-POUR FOUNDATIONS, 2ND POUR THE RECOMMENDATIONS OF THE TRUSS FABRICATOR AND I.C.B.O. APPROVAL. LIMA AT (909) 797-9555 Z M I WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE � - SHALL HAVE 4 3/4 MIN. THICKNESS T SHOT � Ln WORK. DIRECTION (COARSE GROUT) . F c-2,000 PSI AT 28 DAYS. HI NESS l� S 0 PIN LOCATIONS. O 1 THE TRUSS FABRICATOR SHALL COORDINATE OPENINGS IN THE ROOF OR WHERE CONSTRUCTION MATERIALS ARE TEMPORARILY STORED ON ROOF OR MORTAR SHALL BE TYPE 5, (BY VOLUME) 1 PART PORTLAND CEMENT, 3 1/2 ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD FLOOR WITH THE CONTRACTOR AND SHALL SUBMIT DETAILS, DESIGN, AND H FLOOR FRAMING, THEY SHALL BE AREDIS TEMPORARILY 50 THAT THE LOAD DOES NOT PARTS SAND, 1/4 TO 1/2 PARTS LIME PUTTY OR HYDRATED LIME. F'c=2.000 PSI MEMBERS SHALL BE PROVIDED WITH WASHERS. HANGERS REQUIRED. TRUS JOIST MACMILLAN AT 28 DAYS. 11 J MMANUFACTURING SPECIFICATION CRITERIA FOR EXCEED DESIGN LIVE LOAD. ADEQUATE SHORING AND/OR BRACING SHALL BE HOLES FOR BOLTS SHALL BE BORED WIi'H A BIT 1/32" TO 1/16" LARGER THAN ALL LIGHT METAL PLATE CONNECTED TRUSS FABRICATION SHALL CONFORM V PROVIDED WHERE STRUCTURAL MEMBERS HAVE NOT ATTAINED DESIGN REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR 2"-0" THE NOMINAL BOLT DIAMETER. TO U.B.C. STANDARD 25-17, PART V. OPEN WEB TRUSSES o STRENGTH. WHICH EVER IS LARGER. UNLESS NOTED OTHERWISE. ALL REINFORCING SHALL ...0 HAVE A MINIMUM COVERAGE OF 1/2" GROUT. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLYWOOD, MATERIALS: CHORD MEMBERS SHALL BE MICROLLAM® L.V.L. OR MSR SAWN LUMBER. I-_ `_ DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP PLASTER, ETC. WEB MEMBERS SHALL BE DIE STAMPED FROM ELECTRONICALLY WELDED, COLD ROLLED cY �- LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. ALL BLOCK WALLS TO BE RUNNING BOND, UNLESS NOTED OTHERWISE. PLYWOOD WEB TRU55ES: STEEL TUBING HAVING A MINIMUM YIELD STRENGTH OF 45,000 PSI. CONNECTING Lu PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT ENDS OF MISCELLANEOUS PINS & BEARING HARDWARE SHALL BE OF MATERIAL & SIZE REQUIRED BY DESIGN. In x ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS W Q BRICK SHALL CONFORM TO THE STANDARD SPECIFICATION FOR BUILDING BEAMS OR GIRDER TRUSSES WHERE POSTS ARE NOT SHOWN. MICROLLAM® FLANGE MATERIAL GRADE 2.OE: ALLOWABLE UNIT STRESSES OF THE GOVERNING BUILDING CODE. BRICK ASTM C62. BRICK GROUTING PER T21-2413. SCOPE: TRUSS FABRICATOR SHALL SUBMIT CALCULATIONS AND SHOP TENSION PARALLEL TO GRAIN = 2100 PSI COMPRESSION PARALLEL TO GRAIN = 2100 PSI � LL HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUITS SHALL COMPLY DRAWINGS, SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER, TO ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF ALL VERTICALLY GROUTED WITH THE BUILDING CODE AND THE TYPICAL DETAILS ON SHEET 5-1 . 1. THE BUILDING DEPARTMENT, ARCHITECT, AND STRUCTURAL ENGINEER FOR JOIST FABRICATION TOLERANCES: OTHERWISE. CELLS IF GROUT LIFT EXCEED 4'-0". THEIR REVIEW PRIOR TO FABRICATION. CAMBER: <7/8" Q PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS WHERE THE 1"-1 7/8" +/-3/16" CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY WITH CELLS LENGTH OF THE WALL ABOVE EXCEEDS 25% OF THE SPAN OF THE FLOOR JOIST. ALL BLOCKING AND BRIDGING OF TRUSSES SHALL BE IN ACCORDANCE WITH >2" +/-1/4" O_ CONTINUOUSLY BY A REGISTERED DEPUTY INSPECTOR CURRENTLY LICENSED CONTAINING REINFORCING TO BE GROUTED UNLESS OTHERWISE NOTED AND THE RECOMMENDATIONS OF THE TRUSS FABRICATOR AND I .C.B.O. APPROVAL. LENGTH BEARING TO BEARING: +/-1/8" BY THE CITY AND APPROVED BY THE ARCHITECT AND ENGINEER. DEPTH: +/-1/6" IN MA54NRY WALLS NOT CONTINUOUS TO FOOTINGS. SOLID BLOCK AT BEARING WALLS,UNDEFt PERPENDICULAR PARTITIONS AND IL ELSEWHERE AS REQUIRED PER U.B.C. R?306.7. A) ALL BOLTS SHALL EXTEND A THE TRU55 FABRICATOR SHALL COORDINATE OPENINGS IN THE ROOF OR PRODUCT WARRANTY: TRUS JOIST MACMILLAN WARRANTS THAT ITS PRODUCTS WILL BE *� OBSERVATION VISITS TO THE SITE BY THE ENGINEER'S FIELD REPRESENTATIVE BOLTS SHALL BE GROUTED WITH 1" OF GROUT BETWEEN BOLT AND MASONRY. MINIMUM OF 7" INTO B)PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE FLOOR WITH THE CONTRACTOR AND SHALL SUBMIT DETAILS. DESIGN, AND FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP & MATERIAL. T SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF » HANGERS REQUIRED. 6 OF THE END OF SILL PLATE WITH ONE ANCHOR BOLT LOCATED WITHIN WITH CONSTRUCTION. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS 0. 15" DIA. POWDER DRIVEN PINS AT 36" O/C UNLESS C) AT INTERIOR WALLS, IN ADDITION. PROVIDED THE PRODUCT I5 CORRECTLY INSTALLED & USED, THE COMPANY WARRANTS THE ADEQUACY OF ITS DESIGN FOR THE NORMAL & EXPECTED LIFE SPECIFICALLY NOTED OR DETAILED. ANCHOR BOLTS MAY BE SUBSTITUTED. TRUSS SPACING SHALL BE AS PER SHOWN ON THE FRAMING PLANS. THE FOR PROPER FIELD OBSERVATION BY THE STRUCTURAL ENGINEER, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IF THERE ARE CHANGES IN OF THE BUILDING. THI5 WARRANTY IS BACKED BY THE FULL RESOURCES OF TRU5 LL SPACING OF THE TRUSSES. JOIST MACMILLAN & BY UNDERWRITTEN PRODUCT LIABILITY INSURANCE. STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE VARIOUS CONSTRUCTION MINIMUM SPLICE NAILING OF DOUBLE PLATES SHALL BE AS FOLLOWS UNLESS .w PHASES. ll OTHERWISE SPECIFIED: ( CODE APPROVALS: THE PRODUCTS SPECIFIED E 12116d EACH SIDE OF SPLICE WITH NO ADJACENT SPLICE 5 ECI IED ON THESE PLANS HAVE BEEN DESIGNED MASONRY RETAINING WALL WITHIN 4 0» (SEE TYPICAL DETAIL ON 5-1. 1 ) . MATERIALS• THE PLYWOOD WEB TJI JOISTS ARE TO BE FACTORY IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: NER 148, ICBO PFC-4354. EL In ALL CONCRETE I5 DESIGNED BY ULTIMATE STRENGTH DESIGN. MANUFACTURED WITH STRUCTURAL GRADE PLYWOOD, MICRO=LAM LUMBER LA CITY RESEARCH REPORT RR22614. » OR MA _ _I FACE NAIL TWO PIECE BUILT-UP BEAMS WITH 16d AT 12 0/C AT TOP AND CHINE STRESS RATED LUMBER FLANGES AND UTILIZING WATERPROOF PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL MASONRY CONSTRUCTION PER BLOCK MASONRY NOTES. BOTTOM. FACE NAIL MEMBERS OF THREE PIECE BUILT-UP BEAMS WITH 16d AT TYPE GLUES: 5UCH AS TJI JOIST MANUFACTURED BY TRUS JOIST L = � ALL BASEMENT WALLS. (DESIGNED BY OTHERS) 12" O/C AT TOP AND BOTTOM TO ALTERNATE SIDES OF BEAM. PROVIDE CORPORATION. FOR FURTHER INFORMATION CALL ENRIQUE LIMA AT (909) 797-9555 1 " ALL CONCRETE CONSTRUCTION PER CONCRETE NOTES. ADDITIONAL ROW OF NAILING AT ALL SEAM5 GREATER THAN 12" DEEP. BOLT co SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, BUILT-UP BEAMS OF FOUR OR MORE MEMBERS. (SEE TYPICAL DETAIL ON 5-1. 1) . THE PLYWOOD WEBS ARE TO BE OF AN APA STRUCTURAL ICD EXTERIOR GRADE X I ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH WITH FACE VENEERS INSTALLED WITH GRAIN RUNNING IN THE VERTICAL 010 ALL REINFORCED STEEL CONSTRUCTION PER REINFORCING STEEL NOTES. SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING BALLOON FRAME ALL STUD WALLS AT SLOPING CEILINGS. DIRECTION OF THE JOIST AND THE BUTT JOINTED TO FORM A CONTINUOUS W LL 4 DAYS) . WEB MEMBER. THE WEB SHALL BE PRESSURE FORMED AND FIT INTO THE P) ALL CELLS T4 BE 50L10 GROUTED BELOW GRADE. GROOVE IN THE CENTER OF THE WIDE FACE OF THE FLANGE MEMBERS 50 AS m Lo PREDRILL ALL HOLES FOR 20d AND LARGER NAILS. SPIKES AND LAG BOLTS.DO NOT BACKFILL RETAINING WALLS UNTIL ALL MASONRY AND CONCRETE LEAD HOLES FOR LAGS SHALL BE AS FOLLOWS: A)5HANK PORTION-SAME TO FORM A PRE55URED GLUE JOINT AT THAT JUNCTION. V) r. HAVE REACHED DESIGN STRENGTHS (MINIMUM OF 28 DAYS OR APPROVED DIAMETER AND LENGTH A5 SHANK. B)THREARED PORTION-60 TO 75% OF THE 0 000 DESIGN: THE TJI J015T SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS 1 -0 FOUNDATION TESTING) . DIAMETER OF THREAD AND SAME LENGTH AS THREAD. AND LOADS INDICATED ON THE PLANS. ALL DESIGNS SHALL BE IN ¢ r r ALL RETAINING WALLS WITH SLAB TIES AT TOP SHALL REMAIN SHORED UNTIL LAMINATED VENEER LUMBER (LVL) BEAMS SHALL BE CONSTRUCTED, ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE. VERIFICATION OF DESIGN REFER TO SOIL INVESTIGATION BY: UPPER SLAB IS POURED AND REACHES DESIGN STRENGTH (MINIMUM OF 28 INSTALLED, AND MANUFACTURED PER MIiNUFACTURERS SPECIFICATIONS AND OF THE TJI JOIST BY COMPLETE CALCULATIONS IS TO BE AVAILABLE UPON DATED: JOB# DAYS OR APPROVED TESTING) . I.C.B.O. REPORT. THE PROPERTIES OF LAMINATED VENEER LUMBER (LVL) REQUEST. SOIL INVESTIGATION AND ADDENDUM SHALL BE CONSIDERED PART OF THE MEMBERS SHALL BE: E= 2,000,000 PSI . Fb= 2,800 PSI , Fv= 285 PSI , Fc= 500 PSI. CONTRACT DOCUMENTS. PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF DRAWINGS: ADDITIONAL DRAWINGS SHOWING LAYOUT AND DETAILS ALLOWABLE SOIL PRESSURE P5F TO BE VERIFIED BY SOILS ALL BASEMENT WALLS (DESIGNED BY OTHERS) . PROVIDE 2X3 CROSS BRIDGING OR 2X SOLID BLOCKING AT A MINIMUM OF 8'-0" NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE BUILDING ARE TO ENGINEER. SEE SOILS REPORT. ALL REQUIRED FILL AND BACKFILL SHALL BE O/C FOR JOISTS (CONTACT METAL BRIDGING OR EQUAL MAY BE USED) WHERE BE PROVIDED BY THE MANUFACTURER. COMPACTED TO AT LEAST (90%) OF THE MAXIMUM DENSITY OBTAINABLE BY STRUCTURAL STEEL SHEATHING OR GYP.BD I5 NOT APPLIED TO TOP AND BOTTOM OF JOISTS FOR FABRICATION: THE TJI JOISTS SHALL BE MANUFACTURED IN A PLANT THE ASTM DESIGNATION (D-1557-70T) METHOD OF COMPACTION. ENTIRE LENGTH OF JOIST. APPROVED FOR FABRICATION BY THE BUILDING CODE AND UNDER THE CARRY ALL FOOTINGS A MINIMUM OF INTO NATURAL GRADE OR APPROVED ALL STEEL CONSTRUCTION PER UNIFORM BUILDING CODE AND THE LATEST ALL PREMANUFACTURED METAL ITEMS (C:ONNECTOR5, HANGERS, STRAPS, ETC. ) 5UPERVI5I0N OF A THIRD PARTY INSPECTION AGENCY.COMPACTED FILL. ACTUAL ELEVATION OF BOTTOM OF FOOTINGS SHALL BE AS AISC STANDARD PRACTICES AND SPECIFICATIONS FOR FABRICATION AND SHALL BE BY SIMPSON STRONG TIE COMPANY, INC. U.N.O. (SEE NOTE 6 ABOVECONCERNING NAILING) ERECTION AND INSTALLATION: THE TJI JOIST SERIES IF STORED PRIOR TO .DIRECTED BY THE SOILS ENGINEER DURING CONSTRUCTION. ERECTION OF STRUCTURAL STEEL. ERECTION SHALL BE STORED IN A VERTICAL POSITION AND PROTECTED FORM ALL FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO A MAXIMUM OF 10% OF LUMBER USED FOR CONSTRUCTION MAY CONTAIN THE WEATHER. THEY SHALL BE HANDLED WITH CARE SO THAT THEY ARE NOT POURING CONCRETE. MEMBERS SHALL CONFORM TO ASTM A36 (U.N.0 ) "WANE". THOSE MEMBERS WITH "WANE" SHALL NOT BE USED AT PLYWOOD OR DAMAGED. PIPE COLUMNS SHALL CONFORM TO ASTM A53 FOR GRADE B PIPE. DRY WALL EDGES, 50LID BLOCKING OR AT DOUBLE PLATES. THE TJI JOISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO , THE PLANS, ANY TRUS J015T DRAWINGS, AND INSTALLATION SUGGESTIONS. POURING CONCRETE. ALL STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500, GRADE B. TWO INCH SOLID BLOCKING SHALL BE ( LACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. TEMPORARY CONSTRUCTION LOADS WHICH CAUSE 5TRE55ES BEYOND DESIGN LIMITS ARE NOT PERMITTED. ERECTION BRACING IN ADDITION TO SPECIFIED AT ALL P05T TENSIONED FOUNDATIONS, SHOP DRAWING SHALL BE SUBMITTED ALL BOLTS SHALL BE UNFINISHED, CONFORMING TO ASTM A307 OF SIZES BRIDGING I5 TO BE PROVIDED TO KEEP THE TJI JOI5T5 STRAIGHT AND PLUMB FOR REVIEW BY THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL SHOWN ON THE DRAWINGS. HIGH STRENGTH BOLTS (H.S.B. ) WHICH SHALL SHEAR WALL AS REQUIRED AND TO ASSURE ADEQUATE LATERAL SUPPORT FOR THE ENGINEER. CONFORM TO A5TM A-325N UNLESS OTHERWISE NOTED. INDIVIDUAL TJI JOISTS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIALS HAVE BEEN APPLIED. THE CONTRACTOR WILL GIVE NOTIFICATION CONCRETE BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE WALL SHEATHING SHALL BE 3/8" THICK, APA RATED SHEATHING (OR 15/32" PRIOR TO ENCLOSING THE TJI JOISTS TO PROVIDE OPPORTUNITY FOR .. NORMAL SIZE OF THE BOLT USED, EXCEPT AS NOTED. THICK. APA STRUCTURAL 1 RATED SHEATHING) 24/0 SPAN RATING, EXPOSURE 1 . INSPECTION OF THE INSTALLATION. SIZE AND NAILING PER SHEAR WALL SCHEDULE. O ALL WELDS SHALL BE IN CONFORMITY WITH THE STANDARD CODE FOR ARC PERFORMANCE: PRODUCTS SHALL BE PROVEN BY TESTING AS DEMONSTRATED ALL CONCRETE CONSTRUCTION PER UNIFORM BUILDING CODE. AND GAS WELDING OF THE AMERICAN WELDING SOCIETY. ALL STRUCTURAL FIELD NAIL INTERIOR OF WOOD SHEATHED SHEAR WALLS WITH 8d (10d AT 1/2" EITHER BY I.C.B.O. AND NRB ACCEPTANCE OR THROUGH A TEST PROGRAM C WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING THE ELECTRIC SHEATHING) AT 12" 0/C. MEETING UBC STANDARDS 25. 1737. COMPLIANCE WITH THIS STANDARD SHALL ALL CONCRETE TO OBTAIN A 28 DAY COMPREHENSIVE STRENGTH OF 2500 }_ PSI UNLESS NOTED OTHERWISE. ARC PROCESS WITH APPROVED ELECTRODES. USE LOW HYDROGEN BE SUBMITTED FOR REVIEW. NOTE � ALL NOTES �N THIS SHEET ELECTRODES FOR BOLTS AND FOR FIELD WELDING. ALL SHEATHING SHALL BE APPLIED DIRECTLY TO THE STUD WITH STUD SPACING NO GREATER THAN 16" 0/C. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SHALL APPLY TO EACH SHEET OF THIS SET c CONCRETE MIX: MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD WELDING. CEILING DROPS WITH THE TRUSS MANUFACTURER AND THE FRAMING O F STRUCTURAL DRAWINGS .CONCRETE. MAXIMUM OF 7.6 GALLONS OF WATER PER 94# SACK OF CEMENT. MAXIMUM SLUMP OF 4". CEMENT SHALL CONFORM TO ASTM Ci50. ALL GYPSUM WALL BOARD SHEAR WALLS SHALL HAVE NAILING PER SCHEDULE CONTRACTOR. '-- - Lf) (x ALL SHOP FABRICATION SHALL BE DONE BY A SHOP APPROVED BY BUILDING PROVIDED AT TOP AND BOTTOM PLATES ALL STUDS, AND BLOCKING. co u w O TYPE 11 (OR ENGINEERED MIX DESIGN TO STRENGTH) . TYPE V CEMENT DEPARTMENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING WHERE TRUSS FRAMING AND CONVENTIONAL FRAMING OCCUR TOGETHER IN A W WHERE SOIL CONTAINS MORE THAN 0.2 PERCENT SULFATE DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO ALL GYPSUM WALL BOARD NAILS SHALL CONFORM TO UBC STANDARD #25-17 CONTINUOUS ROOF PLAN THE GENERAL CONTRACTOR SHALL COORDINATE LL CONCENTRATIONS. FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT TABLE 25-17-H AT 1/2" GYPSUM WALL BOARD, 1 5/8" LONG DRYWALL SCREWS WITH THE TRUSS MANUFACTURER TO ELIMINATE DIFFERENTIAL DEFLECTION ~ ZZ: J (MINIMUM OF 10 WORKING DAYS) . MAY BE USED IN LIEU OF NAILS. AT 3/8" GYPSUM WALL BOARD, 1 7/8" LONG BETWEEN THE TRUSS AND CONVENTIONAL FRAMING MEMBERS. THE PLATE VALID ONLY IF HARD ROCK AGGREGATES SHALL CONFORM TO A5TM C33. THEIR DRYWALL SCREWS MAY BE USED IN LIEU OF NAILS. DRYWALL SCREW SPACING HEIGHT AS NOTED WILL BE MAINTAINED WITH THE BOTTOM TRUSS CORD SIGNED IN RED MAXIMUM SIZE SHALL BE 1 1/2 INCHES FOR FOOTINGS, CAISSONS AND SHALL BE THE SAME AS INDICATED FOR NAILS. (SEE SHEAR WALL SCHEDULE) MATCHING THE RAFTERS SEAT CUT. G ITT Z GRADE BEAMS AND 1 INCH FOR ALL OTHER WORK. WOOD BLOCK ALL EDGES OF WOOD SHEATHED SHEAR WALLS. c� �� Gt� � LIGHTWEIGHT AGGREGATES (CONFORM TO ASTM C330) SHALL BE m cA I-_ APPROVED AND THEIR MAXIMUM 51ZE SHALL BE 1/2 INCH. ALL WOOD CONSTRUCTION PER UNIFORM BUILDING CODE. PROVIDE 3X (OR 4X) MEMBERS t No.C33047 J U) C) (� 0 B D RS OR TOP PLATE) AT ALL ADJOINING SHEATHING APPLICATION OF HEAVY TIMBER T & G DECKING ExR6-30-C2 EDGES AND AT ALL ADJOINING SHEAR WALL EDGES AT LOCATIONS WITH * * .ct CONCRETE COVER AT REINFORCING SHALL BE A5 FOLLOWS: LLJ " SHEATHING0�Lu �-- U1 ALL STRUCTURAL LUMBER SHALL BE DOUGLAS F I R. UNLESS NOTED OTHERWISE NAILING AT 2 0/C OR WITH TH ON BOTH SIDES. .s�. C7VI1- Q I--- L.I.I AND CONFORM TO THE GRADING RULES OF THE WESTERN WOOD PRODUCTS Q POURED AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..3" CLEAR ASSOCIATION. SHEAR WALLS SHALL RUN TO UNDERSIDE: OF ROOF/FLOOR SHEATHING WITH 3X4 T&G DECKING: IF op ALf EXP05ED TO EARTH BUT POURED AGAINST FORMS. . . . . . . . . . . . . . . . .2" CLEAR A)2X LUMBER. . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' 'GRADE #2 APPROVED BLOCKING AS REQUIRED. EACH PIECE SHALL BE TOENAILED AT EACH SUPPORT WITH 1-40d NAIL AND W (Y U FACE NAILED WITH ONE 6" SPIKE. COUR5E5 SHALL BE SPIKED TO EACH OTHER NOTE : ANY USE OR REUSE OF ORIGINAL OR ALTERED ;� `� Z SLABS ON GRADE. . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .AT CENTER B)4X LUMBER. ..... GRADE #2 MAIN BARS IN BEAMS AND COLUMNS. . . . . . . . . . 1 1/2" CLEAR � �� ' �• ��........... . . .. .... WITH 8" SPIKES AT 30" ON CENTER MAX. THROUGH PREDRILLED EDGE HOLES C, LLJ J • • • • • • • • • • • • • • Cl6X BEAMS, LEDGERS AND POSTS. . . . . . . . . . . . . . . . . . .GRADE #1 PLATES AND STUDS IN SHEAR WALLS SHALL NOT HAVE HOLES LARGER THAN 1" STRUCTURAL DRAWINGS BY OWNER AGENTS OF OWNER OR W BARS PARALLEL TO COLD JOINTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..2" CLEAR , AND WITH ONE SPIKE AT A DISTANCE NOT EXCEEDING 10" FROM EACH END OF ' D)5TUD5 AT 1b O/C (U.N.O. ON PLAN5) DIA. OR ANY NOTCHES WITHOUT THE APPROVAL OF THE STRUCTURAL T Q EXTERIOR BEARING STUDS: ENGINEER. EACH PIECE. OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL CD Q f_ C, REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR 2"-0" 1)FROM 0 FT. TO 9 FT. . . . . . . . . . .2X4 STUD GRADE OF B.G. STRUCTURAL ENGINEERING, INC. SHALL BE AT THE WHICHEVER IS LARGER UNLESS NOTED OTHERWISE. 2X6 T&G DECKING: 2)FROM 9 FT. TO 11 FT. . . . . . . . . .2X4 GRADE #2 REFER TO TYPICAL SHEAR PANEL FRAMING DETAIL ON S- 1 . 1. EACH PIECE SHALL BE TOENAIL AT EACH SUPPORT WITH NAIL AND 3)FROM 11 FT. TO 15 FT. . . . . . . . .2X6 GRADE #2 FACE NAILED WITH 1-ibd NAIL.. ALL JOINTS TO OCCUR OVERER C SOLE RISK OF THE OWNER. FURTHERMORE, THE OWNER AGREES CENTER LINE OF TO' DEFEND, INDEMNIFY AND HOLD B. G. STRUCTURAL ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS EXTERIOR AND INTERIOR NON-BEARING STUDS EACH SUPPORT. ENGINEERING, INC. HARMLE55 FROM ALL CLAIMS, I NJUR I ES, SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. i)FROM 0 FT. TO 14 FT. . . . . . . .2X4 STUD GRADE DAMAGES , LOSSES , EXPENSES , AND ATTORNEY' S FEES ARISING DRAWN CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE IN EXCESS OF 2)FROM 14 FT. TO 20 FT. . . . . . .2X6 STUD GRADE ALL APPLICATIONS OF T&G DECKING SHALL CONFORM TO "STANDARD FOR CONT PSI . INTERIOR BEARING STUDS: OUT OF THE MODIFICATION OR REUSE OF THESE DRAWINGS. 1)FROM 0 FT. TO 11 FT. . . . . . . .2X4 STUD GRADE GLUE-LAM BEAM HEAVY TIMBER ROOF DECKING". AMERICAN INSTITUTE OF TIMBER CHECKED 2)FROM II FT. TO 12 FT. . . . . .2X4 CONST GRADE CONSTRUCTION 112. NOTE: THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE PER U.B.C. TABLE 19-E 3)FROM 12 FT. TO 20 FT. . . . . . .2X6 STUD GRADE CONSTRUCTION MEANS, METHODS, MATERIALS, TECHNIQUES r UNLESS NOTED OTHERWISE. E)5ILL PLATES (P.T.D.F. ) . . . . . . . . . . . . . . . . . . . . . .CONST/STD GLUE-LAM MEMBERS SHALL BE FABRICA' ED BY A LICENSED FABRICATOR PER D A T E F)TOP & BOTTOM PLATES. . . . . . . . . . . . . . . . . . . . . . . . .CONST/STD WCLA, AITC, AND U.B.C. REQUIREMEN" 5. SEQUENCES OR PROCEEDURES OR FOR SAFETY PRECAUTIONS & SEPT. 30, 1999 DIMENSIONS ARE NOT FURNISHED TO SIMPSON "HDA" OR "PA" TYPE G)BLOCKING. . . . . . . . . . . . . . . . . . . . . . . . . .STD OR BETTER PROGRAMS IN CONNECTION WITH THE WORK. THE ENGINEER HOLDOWNS. IT I5 THE RESPONSIBILITY OF THE CONTRACTOR'S REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL APPEARANCE FABRICATOR TO PROVIDE A CERTIFICATE OF INSPECTION TO GENERAL DOES NOT GUARANTEE THE CONTRACTORS PERFORMANCE 8, NO SCALE SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE REQUIREMENTS. CONTRACTOR. CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE REFER TO THE DETAILS FOR PROPER INSTALLATION. INTERIOR NON-BEARING WALL HEADER SCHEDULE: (U.N.O. ON PLANS) CUTTING, NOTCHING OR DRILLING OF GLUE-LAMS ONLY WITH THE APPROVAL THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE , JOB NO . DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT LESS THAN 4* -0.. . . . . . . . . . . . . . . . (1)-2X4 CONST/STD OF THE STRUCTURAL ENGINEER. I NCOMPETANCE, OR ERRORS OF OMISSION OR COMMISSION OF TO 5'-0.. . . . . . . . . . . . . . . . . . . . . . .4X4 OR (2)-2X4 CONST/STD THE CONTRACTOR.MORE THAN THREE PARTS SAND. TO 7'-0.. . . . . . . . . . . . . . . . . . . . . . .4X6 #2 LUMBER SPECIES TO BE DOUGLAS FIR, COMBINATION 24F-V3, Fb=2,400, Fv=165, SHEET LOCATION OF CONSTRUCTION AND POUR JOINTS SHALL BE APPROVED BY TO 1 '-0". . . . . . . . . . . . . . . . . . . . . .4X8 #2 A AT TOP, Fc=450 AT BOTTOM, E:-1 ,800,000 UNLESS NOTED OTHERWISE ON C� COPYRIGHT 1999 B. G. STRUCTURAL ENGINEERING, INC, TO 13 PLANS. '-0". . . . . . . . . . . . . . . . . . . . . .4X10 #2 PLANS. THE ARCHITECT PRIOR TO POURING CONCRETE. TO 16'-0*. . . . . . . . . . . . . . . . . . . . . .4Xi2 #2 U N A U T H O R IZ E O CHANGES a USES CONTINUOUS BEAMS OVER COLUMNS UNLE:55 NOTED OTHERWISE. REFER TO ARCHITECTURAL, MECHANICAL: AND ELECTRICAL DRAWINGS PROVIDE TENSION LAMINATIONS AT LE.5OM OF BEAMS AND . TOP OF FOR M I5CELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND MASONRY. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR SCORING AND MOISTURE CONTENT PER PS 56. NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FINISHES FOR CONCRETE SLABS AND STRUCTURAL CONCRETE. SCARF PER PS 56 (FINGER TYPE) . CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THEPLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE OF SHEETS PREPARER OF THESE PLANS. I 1/8" SAWCUT OR PRE-MOULDED NOTE: FOR ANCHOR BOLTS IN MASONRY, LOCATE IN 4"d" (2 1/2" MIN. ) 12d ( 12" MIN. ) 90 DEGREE QUICK JOINT, MIN. 1/5 SLAB DEPTH, VERTICAL OR HORIZONTAL REINFORCED CELLS OR UNLESS NOTED HORIZ. — VERTICAL UPLIFT REVISIONS B Y LOCATE PER FOUNDATION PLAN OR OTHERWISE SOILS REPORT RECOMMENDATIONS. ADD 1 - #4 HORIZONTAL CONT. @ ANCHOR BOLT ROWS. 45' ANGLE STRUTS FASTENED ,-- 90° RAFTERS TYP. TO STRUCTURAL- » CONCRETE OR MASONRY ° "D" /"D\ /"D" /"D" MEMBERS @ I2 0 180 O.C. EA WAY & SLAB AND REINF. 1 " MIN. GROUT AROUND BOLTS �� s ` / . 6' -0" FROM WALLS \ \ \ 2X3 @ 8' -O" O. C. �' IN MASONRY 4S� END. STAGGER EA C 25-A 9� STRUTS TO :• 1�;:' . STANDARD HOOKS AND BENDS SPACING @ 8' -0" �� / CEILINGGMFD'RY MIN. EA RAFTER WEAKENED PLANE JOINT (W .P . ) �' 1 D = 6d FOR #2 BARS THRU #7 CONT. 1 X6 @ 8' -0" / 71 MACHINE BOLT , ANCHOR BOLT D = 8d FOR #8 BARS THRU #11 O. C. W/ (2) 8d EA 1� OR BAR STOCK D = 10d FOR #14 BARS THRU #18 BEARING SECOND POUR FIRST POUR 1 ': D = 2d FOR SHORT BENDS 45 DEGREE MAX. 1'-0" t U.N.O. 2X4 CEILING JOISTS / VERT. ANGLE SLAB THICKNESS AND REINF. EMBEDMENT �40 d2 LAP t 'I 90° 135° 16" OR 24" TYP. PER PLAN 6 N •Dr D TYP, S/8" GYPBD @ 24" l2 -0 MINIMUM) 1 r _ y �-- (MATCH RAFTER JOIST SPACING SPACING) ( 1/2" GYPBD @ 16" CRO55 RUNNER '�i MAIN RUNNER SIZE EMBEDMENT (MINIMUM ) JOIST SPACING) IIIIII .-=III�II 1 /2" DIA . 4" LAP SPLICE �^ 6 wdw 8 1/2" MIN' SUSPENDED CEILING JOISTS FORMED KEY JOINT 1/2" DIA. SMOOTH DOWEL X 24" LONG 5/8" DIA . 4" AT 24" O.C. - TAPE OR GREASE ONE 40 d2 LAP U.N.O. " w P A R A L E L L TO RAFTERS V END 3/4" DIA . 5" (2'-0* MINIMUM) N 6" d (PREFERED DETAIL) 7/8" DIA . 6" -� 4 MIN• FOR #3 4 1/2" MIN. FOR #4 4 - 12 GA MIN. WIRES @ 12' -0" O.C. EA WAY & WITHIN i POUR JOINT tP . J . ) 1 " DIA . 7" WIRE TIES 4' -0" OF WALLS. �— OFFSETS AND SPLICES STIRRUP OR TIE NOTE : INTERMEDIATE : 1 - 12 GA WIRE @ 4' -0" O.C . VERTICAL M � THIS EMBEDMENT SHALL BE TYP. UNLE55 NOTED OTHERWISE. THESE DETAILS SHALL BE USED (NOT SHOWN) = a te SLAB JOINTS A T A L L DRYWALL CEILINGS WHERE PROVIDE DBL STUDS EA END WHERE OPENING WIDTH EXCEEDS 6' -0" U 0 p WALL TO WALL SPAN DIMENSION HIr PERREINP�ANSNG 51ZES& DETAILS 11 LAP LAP E X C E E D S CODE ALLOWED SPAN F O R I "51MP N" A34 FR ING CUP E SIDE I Q M 2X4 CEILING JOISTS . REFER TO SEE SECTION "D" wD» I L I NTEL I Q v 0 UBC TABLE NO . 23—I—V—J-3 AND 0 FOR DIMENSIONS "DES' 1/16" I & REINFORCEMENT ' 2 3—I— V—J—4 . • LOW HYDROGEN 2-16d y z WELDING RODS I I I EA END UWi x z tA 3'-0"CONC. O DIA. MIN 30 DIA. MIN 8" a SEE DRW'C5 FOR 2'- MAS. MI LENGTH OF WELD 1/16" 'I PROVIDE FILLER WHERE REQ' D W/ 2- I• 0 LLLL INTERSECTION RAFTERS I I 16d EA SIDE I I 16d @ ® � X x STL PLATE DEG .o j I TRIMMER STUDS I 12 0 a m m CORNER CORNER BARS SAME SIZE ALT. CORNER i 1 i i » , • AND SPACING AS HOR I Z. NOTE• ALL -�'� 2X3 @ 8' -0" O.C. I NON-BEARING WALLS I i ® d -0I REINFORCING LAP - 2' -0" MIN. OR CORNERS. MAX. W/ (2) 16d EA i I OPENING SIZE LINTEL SIZE =• — _ — ;• ' m''�'''`'•'1 '' �" JAMBS & END. STAGGER u, �.. 1 I �,,I r I ( 0 40 BAR D I,METER - S I NGLE LAYER REINFORCING INTERSECTIONS SPACING @ 8' -0" '-0" OR L - 4 0 4X4 SEE GENERAL NOTES 1/16" PROVIDE DBL 3' -0" TO 6' -6" 2-2X6 OR 4X6 NOTE: THESE �,�• T � i:��''�4 - '�' - "'I' - � ' TO HAVE 2-#4 MIN. EA RAFTER ,.� 1 TRIMMER STUDS 6' -6" TO 8' -0" 2-2X8 OR 4X8 LINTEL SIZES .. - - - ■* - - 1 - No04 V RT. MIN. " » #•#,�� LAP LAP F L A R E B EVE L B U T T W E L D CONT. 1 X6 @ 8' -0" DEPTH EXCEEDS 8 0 TO 10 0 2-2X 10 OR 4X 10 UNLESSAPPLY D W E L D BEARING (2) 8d EA " NOTED OTHERWISE L_ ~ -� �° � rM'�- - - - - - - " " 6 LINTEL ELEVATION SPECIFICALLY r" V MIN. • 3 SPACES MAX. UNLESS NOTED ON PLANS Tf B(=ADS TO BE AT LEAST FLUSH 2X4 CEILING JOISTS ��----— ------� J J i6P OR 24" 5/8" GYPBD @ 24" -1 10 HANGER (OR 1.116" @ #5 & SMALLER JOIST SPACING DOUBLE JOIST "SIMPSON" HUTF .ter 8" 30 DIA. MIN. 30 DIA. MIN. FOR LOC. INTERSECTION o o ( 1/2" GYPBD @ ib" TYPE JOIST _ t- MI SEE PLA , NOTE: ALL CORNERS, CORNER ALT. CORNER JOIST SPACING) EQUAL) X 0 -0 INTERSECTIONS LOW HYDROGEN WELDING RODS SUSPENDED CEILING JOISTS (n to TO HAVE 2-#4 DOUBLE LAYER REINFORCING L A P WELD DOUBLE HEADER "S I MPSON" F )� --,� VERT. MIN. PERPENDICULAR TO RAFTERS TYPE JOIST coo STEPPED FOOTING REINFORCING LAYOUT (OPTIONAL DETAIL) HANGER 1 � PLAN DETAIL ry -- 6" MIN. CONTINUOUS CLEAN OUT NOTES: ONE SIDE TWO SIDE 1/2" DIA. M.B. AT HOOK BARS WHERE 60% MAX. STUD WIDTH BORE 1 . BORING OF MORE THAN TWO NAIL NAIL 24" O.C. STAGGERED 3 1/2" MIN. ACCESS (EITHER LOCATION) FULL EXTENSION CANNOT 4' -0" SPLICE 2" DIA. MAX. AT 2X4 STUDS, SUCCESSIVE DOUBLE STUDS CLEAN & ROUGHEN SURFACE EXPOSING BE OBTAINED 710 - lbd EVENLY SPACED 2X1/40 STUDS ,A. MAX. AT IS 2 NOTCHING PERMITTED. IS COARSE AGGREGATE NOT TO OCCUR IN THE SAME CURB FORMWORK I 1 STUD SECTION. CONDITION @ EXIT FORMS 'w " T °� '" e r - - - 3. THIS DETAIL 15 NOT TO BE s - 1 1 USED AT SHEAR WALL5 2X6 MIN. CONT. PLANK OPTIONAL - -- - - - -- - - -- -- - - - DOUBLE STUDS WITHOUT THE PRIOR 2 X i EA SIDE CONST. JOINT f 2 - #5 UNLESS APPROVAL OF THE � 1 1 NOTED OTHERWISE LJ 2X DBL TOP PLATE STRUCTURAL ENGINEER. OPENING 1 1 60% MAX. STUD WIDTH BORE WIDTH OF STUD MAX. T W O THREE FOUR I ' 1 2X STUDS @ 16" O.C. 2" DIA. MAX. AT 2X4 STUDS, /� IIIIII=11I _ IIIIII=11 II-IIIIII 3 1/4" DIA. MAX. AT ! TYP. ALL STUDS 1 1 2X6 STUDS NAIL EACH SIDE WITH: 1 1 NOTE: WHERE TRIPLE TOP 2 ROWS OF 16d AT 12" O.C. FOR DEPTH OF 12" OR LESS 4 - - _ - - - _ - PLATE OCCURS SEE NAILING 5/8" MIN. EDGE 40% MAX. NOTCH 3 ROWS OF 16d AT 12" O.C. FOR DEPTH OF MORE THAN 12" 1 1 SCHEDULE ON 5-1 FOR DISTANCE TYP. 1 3/8" MAX. AT 2X4 (USE 20d NAILS PER ABOVE SCHEDULE AT MICRO-LAM BEAMS) I TYP. NAILING ALL STUDS STUDS 2 1/8" MAX. AT 2X6 zx » I » 4- MULTIPLE MEMBER 2 -0 MIN. HORIZ. 3 CLEAR (TYP. ) REINFORCEMENT I I @ MA50NRY NON—BEAR I NG STUDS STUDS 1 PLATE SPLICE 1 WIDTH OF STUD MAX. C) 1 40X MAX. STUD WIDTH BORE TYP. ALL STUDS U' Y� G 1, ,.., 1---- 2 - #5 (FULL HT. ) 1 3/8" DIA. MAX. AT 2X4 STUDS, @ VERT. SURFACES / A. MAX. AT Cl1O T ALL NOTES ON THIS SHEET am UNFORMED FORMED 4-L 2X6 STUDS 25% MAX. NOTCH h- �- Q NOTES (REINF. NOT REQUIRED @ OPENING LE55 THAN 6" IN 5/8" MIN. EDGE 7/8" MAX. AT 2X4 SHALL APPLY TO EACH SHEET OF THIS SET Cr- 1 . FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EA DIMENSION . ) DISTANCE TYP. 5TUD5 OF STRUCTURAL DRAWINGS . ,,,,, -� W EXCAVATIONS, PROVIDED THE FOUNDATION TRENCH WALL5 ARE STABLE ALL STUDS 1 3/8" MAX. AT 2X6 '`�' u') cr- AS DETERMINED BY THE STRUCTURAL ENGINEER & APPROVED BY O.S.A. NOTE: DETAIL APPLIES TO CONCRETE WALLS, CONCRETE STUDS Q Q LPL, 2. FORMWORK NOT PERMITTED BELOW GRADE UNLESS FOOTING AND WALL SLABS, CONCRETE TOPPING OVER STEEL DECK , & OPENINGS EXTERIOR AND BEARING STUDS Lt_ ARE FULLY FORMED. IN REINFORCED HOLLOW UNIT MASONRY WALLS WHEN THE WIDTH OF THE MASONRY OPENING DOES NOT EXCEED 4' -0" . STUD NOTCHING VALID ONLY IF Lu o u 3. STAKES NOT PERMITTED WITHIN FOOTING SECTION. SIGNED IN RED �� Gop ® (z) CL 3X JOIST DEPTH 12» MIN. X JOIST DEPTH m LL METAL PIPE SLEEVE - 10' -0" MIN. COMPACTED BACKFILL JOISTS - SEE PLAN TO SUPPORT MAX. TO SUPPORT MAX. No.C33047 ..s4 (D 0� I .D. SHALL BE 2" LARGER SEE SOILS REPORT exPe-30- -not Lu Lu THAN PIPE O.D. 1'-6" MIN. NOTCH 1/6 J015T ' L DEPTH OF � >- Ul DEPTH MAX. JOIST MAX. s> CIVIC- NO PIPES W 91F�cn�� W ALLOWED IN FINISH GRADE 2 - 16d 2X BLK. @ 48" O.C. 2 - 16d NOTE : ANY USE OR REUSE OF ORIGINAL OR ALTERED a THIS PORTION OF _ _ Cl_ Lu .._..I FOOTING = _ = _ = _ ...w... — — _ - TOENAILS STRUCTURAL DRAWINGS BY OWNER, AGENTS OF OWNER, OR Lu 5TUD5 (3 16" O.C. LAI OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL ti 7/32" SHOTS @ 32" O.C. OF B.G. STRUCTURAL ENGINEERING, INC. SHALL BE AT THE wDw — IIIII III BY "HILTI " - ICBO #2388 16 GA. STRAP W/ DRILL STARTER HOLES SAME SOLE RISK OF THE OWNER. FURTHERMORE, THE OWNER AGREES - 2 - 8d EA END TYP. DIAMETER AS NOTCH DEPTH TO DEFEND, INDEMNIFY AND HOLD B. G. STRUCTURAL IIIII I STUDS PERP . STUDS PARALLEL NOTE: ENGINEERING, INC. HARMLESS FROM ALL CLAIMS, INJURIES, DRAWN 2 TO JOIST T O JOIST 1 . NO OTHER NOTCHES IN JOIST ARE ALLOWED WITHOUT APPROVAL OF DAMAGES , LOSSES, EXPENSES, AND ATTORNEY 5 FEES ARISING TAMPED , THE STRUCTURAL ENGINEER. OUT OF THE MODIFICATION OR REUSE OF THESE DRAWINGS. Z �` 1 SAND CHECKED JOIST NOTCH ( ELEVATION ) . NOTE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR STUDS TO FLOOR CONSTRUCTION MEANS, METHODS, MATERIALS, TECHNIQUES, DATE - - �` "W" MAX. 12" MIN. DRILL HOLE AT SEQUENCES OR PROCEEDURES OR FOR SAFETY PRECAUTIONS & SEPT. 30, 1999 l 2X6 TONGUE & CENTERLINE PROGRAMS IN CONNECTION WITH THE WORK. THE ENGINEER V NO EXCAVATION GROOVE DECKING DOES NOT GUARANTEE THE CONTRACTORS PERFORMANCE & NO SCALE "D" + THIS CONCRETE TO BE BELOW THI5 LINE PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE , JOB NO . PLACED PRIOR TO POURING7 INCOMPETANCE, OR ERRORS OF OMISSION OR COMMISSION OF FTG. - SAME WIDTH A5 ABOVE 1 - 16d FREE 1/8" THK X 3" X 4 TIMES "W" THE CONTRACTOR. 1 - 16d THRU SHEET 3' -0" MIN. TONGUE @ EA NAIL @ EA NOTE: WITH 4-16d EA END 1 SUPPORT SUPPORT 1 . NO HOLES OR NOTCHES IN PLATES LARGER THAN 1/2 "W" OR JOISTS © COPYRIGHT 1999 B.G. STRUCTURAL ENGINEERING, INC. FOR PIPES MORE THAN 3' -Om BELOW BOT. OF FTG. \ 90% IN THE MIDDLE 1/3 OF SPAN ALLOWED WITHOUT THE PRIOR APPROVAL UNAUTHORIZED CHANGES & USES USE COMPACTED FILL (90% DENSITY) INSTEAD OF 2 \ DENSITY OF THE STRUCTURAL ENGINEER. CONCRETE TO FILL IN PIPE TRENCH CAUTION: THE ENGINEER PREPARING THESE PLANS WILL 2. THIS DETAIL IS NOT TO BE USED AT SHEAR WALLS WITHOUT THE NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED 1 \ BEAM -- SEE PLAN PRIOR APPROVAL OF THE 5TRUCTURAL 'ENGINEER. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PIPE TRENCH AT FOOTING \ PLATE NOTCH ( PLAN VIEW ) PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE OF SHEETS \ PREPARER OF THESE PLANS. I REVISIONS BY QPLAN CHECK CORRECTIONS 1 NOV. 19, 1999 DESIGN LOADS DEAD LOAD = 16 . 0 PSF LIVE LOAD = 20 . 0 PSFJI CONCRETE SLAB TO BE : 4 " CONCRETE SLAB (2 , 500 PSI MIN . ) W/ 6X6 , 10/10 W . W . M . @ MID-HT 11 OF SLAB - OVER 2" CLEAN SAND - OVER 6 MIL VISQUEEN 2X TRUSSES @ 24" O.C. (,' S_4 22'-8" d O I'-4" 6'-0" 2'-7" 4'-2" 2' -7" 6'-0- 8"I'-4" 4k Qs �° O LL 6 17 6 17 ti�,Q,y . ,4 5-4 C,• S-5 S-3 - - �e9r �'~ o• Q' b �1 O• d ��J�'��Q�Py ��1 L° p r Q N LL o PLAN REVISED JQe� '�OQ� �' `-' d' 4 v� PLAN REV I SED -i M 21 � � 13 A�4J� . ADDITDUE ION OF �e� ,� DUE TO V �.,� MAINTENANCE ROOM 11 �1� 2 , ` ',� ADDITION OF p 5-3 5-3 , w w w �, w 2� BETWEEN RESTROOMS ' ` �� S-3 JP °`�1 `,' MAINTENANCE ROOM MC 12X45 (B-1 ) 1•" "ti c�� r ! .�� BETWEEN RE5TROOMS ■ ■ 0 72 7 0 • �. . I�wl . ■ • . w ■rwwww w w diwwww 'j (Lli fix it _ 1 WQ ' --r 1 ' p � LL ( �,• r 1. ■I� w w w w w w w w w w w w w w w 'Sr ' 12 �� 13 PLYWOOD ROOF SHT' G TO BE: 1 1 ~ �" " Q 11 1 1 ! 1 1 %` 5-3 5/8" CDX PLYWOOD ROOF SHT' G 1 1 1 1 i 1 T'F S'3 / W/ lOd @ 6" O.C. EN & BN - 3 13 - I I I �---- - _ & 12" O.C. FN 5-3 I 19 P. I . = 40/20 5-3 -3 NOTE: SLOPE FLOOR 1 i 1 1 TO FLOOR DRAINS 1 1 1 1 1/8" / FT. - 1 i " 1 1 .. .. 1 i U 19 \� J COORDINATE FD FD PLUMBING DRAW DRAWINGS 1 1 1 ! 1 1 Sl 3 = Im i 1 1 1 1 ; 06 J 10 \ aD J x I \ /�� I 'cxv ' 1 i 1 �i 5_4 = r 5-4 ! �0 I 1 1 N w ' F�v 1 .G'��' 14 1 ! ' `�' 1 ! ao iv ��Ci OD h � � 1 5_3 �'�' �' 1 ,. �� I ' 1 i 2��� 5-3 ��� 1 'O N ,5.' 0C.• x010 R> 1 �, O' W LL d I \ ■ F.12 v� d _ www ww wwJ �I. ww ww M P�� 00 �• ��. i 4r ,Q� • _ _ _�,/� ' I , ' `e / �'��� 11 '^/1�/ 1 wwww w wwww ww w w wwwww wwww 1 10 19 ,� I I 14 yjA b r v 5_31 �'Q a S-3 3'-4" 4'-7" 9" 2'-B" 9" 4' -7" 3'-4- GS a0S w � b tk 1 �.w ■ I P i • 0 1 b , � 2 Q r 'O I 0 S-� IwarJ � wwwwwwwwww � �' 1��/ �■■ wwwwwwwwww i isle• ww� �1 •�L#5) & B ( 'f1 I '13 2L# )T & `, � ■■rrrw ® ww ,.�• ■ • ■ wwi • w�I■ ■I ■ i� ■ ■ r 10 t 10 MC 12X45 (B-1 ) �� '�' .� 5-3 P l � �,'� �• _�'' ,��.' c/� ww momomlom ww ww ww � � ww w wwwww w w wsl� 0 NOTE : CONCRETE & MASONRY CONTRACTOR TO COORDINATE W/ PLUMBING CONTRACTOR a' PRIOR TO COMMENCEMENT OF WORK . cm 2ct.P 2D�PFP P� �OJPQQp��O� a 17 8 8 17 2�` FQ�'b��P �. �� Od 4r�0 I'-4" 4'-0" 2'-0" 2'-7" 4'-2" 2'-7" 2'-0" 4' -0" "1'-4' O 6 S-5 5-5ME 5-3 13�� LL- 1 e� b+��oe 2 " 4 }, S-4 aJP , ,4,,-\ 2 8 5-5 6 c? c�d b J� Er. 13 v�� p O� Q Q LL- 5-4 / LL- d � g � J 10�ti�OQ C3 O V F O U N D A T 10 N N O T E S ^ �/ 1 'Q,4C, d �vL"d 1-b � LL �- FRAM I NG NOTES P,b � 1. SEE SHEET 5-i AND S-1.1 FOR GEPERAL NOTES AND TYPICAL DETAILS. 2�P'Ip��'�� "iP' B .G . STRUCTURAL •cK � O � 1 . PLYWOOD SHEETING TO BE 2' -0" MIN. 2. DIMENSIONS ARE TO CENTER LINE OR FACE OF FOOTINGS. SEE OTHER 1 ENGINEERING , INC . ® I PLANS FOR LOCATIONS OF POSTS. WALL5 AND ETC. CONTRACTOR SHALL Lu VERIFY ALL 2. PROVIDE STRIPPING WHERE REQUIRED TO PROVIDE A UNIFORM SURFACE COMMENCEMENT IOFNWORKS WITH THE OWNER AND ARCHITECT PRIOR TO 5_4 LIC, N0. C33047 Z cj� V Q WHERE FLUSH JOIST AND BEAMS ARE DIFFERENT DEPTH. 3. DIMENSIONS ARE NOT FURNISHED TO SIMPSON "HDA' OR 'PA" TYPE = Q z HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTORS BRIAN GOTTLIEB-CIVIL ENGINEER Cl- L.1 J 3. PROVIDE MULTIPLE STUDS AT ALL BEAMS FOR FULL BEARING UNLESS SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE NOTED OTHERWISE ON PLANS. CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. cm Z Q REFER TO DETAILS FOR PROPER INSTALLATION. 45-535 VIA CORONA LL.. Q. 4. USE SIMPSON "LU" , "LUS" OR "HU" HANGERS AT FLUSH J0I5T5 AND BEAMS 4. ALL CONTINUOUS FOOTINGS SHALL EXTEND A DISTANCE EQUAL TO THE (760) 568-3653 I ND I AN WELLS, CA 92210 UNLESS NOTED OTHERWISE. MANUFACTURER TO DESIGN HANGERS FOR FOOTING DEPTH BEYOND THE END OF' THE STUD WALL, UNLESS NOTED (760) 568-5681 FAX s ROOF AND FLOOR TRUSSES AS OCCUR. OTHERWISE. NO EXTENSION 15 REOU[RED WHERE CONTINUOUS VALID ONLY IF FOOTINGS CHANGE DIRECTION, UNLESS NOTED OTHERWISE. SIGNED IN RED GOTJ 5. MEMBERS MARKED AS 'DRAG' OR 'SHEAR' TO HAVE CONTINUOUS s. CONCRETE SLAB CONTROL JOINTS PER DETAIL ON $-1.1. � � DRAWN FRAMING PLAN BOUNDARY NAILING. 6. VERIFY LOCATIONS OF ALL UNDERGFiOUND CONDUITS WITH THE F D U N D A T I O N P L � m� ELECTRICAL. MECHANICAL AND PLUMBING DRAWINGS. � N NO.CO4337 6. TRUSSES TO BE DESIGNED BY TRUSS COMPANY. TRUSS MANUFACTURER Ex. 3 04 CHECKED TO PROVIDE CALCULATIONS AND SHOP DRAWINGS TO ARCHITECT'S 7. WRITTEN VERIFICATION FROM SOILS ENGINEER THAT HE HAS REVIEWED it N 0 R T H SCALE: 1/4" = 1 ' -0" FOUNDATION PLANS AND DETAILS FOR CONFORMANCE WITH SOILS N 0 R T H SCALE: 1/4" = 1' -0" OFFICE AND STRUCTURAL ENGINEERS OFFICE PRIOR TO TRU55 REPORT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. s� tIVI1. FABRICATION. TRUSSES TO BE ENGINEERED BY TRUSS MANUFACTURER. 8. SOILS ENGINEER SHALL BE RETAINED TO OBSERVE ALL GRADING. �TFC)FCAL1Fi� DATE EXCAVATION. COMPACTION AND FOUNDATION CONSTRUCTION SEPT. 30, 1999 7. ALL NAILING SHALL BE IN FULL COMPLIANCE WITH UBC TABLE 25-0. PROCEDURES. 8. PROVIDE A A. I .T.C. CERTIFICATE OF COMPLIANCE FOR GLUED LAMINATED 9. PAD PREPARATION AND 50IL COMPACTION IF ANY REQUIRED SHALL BE SCALE DONE PER THE SOILS REPORT RECOMMENDATIONS. CENGINEERING, 1/4" 1' -0" COPYRIGHT 1999 B.G .B.G . STRUCTURAL WOOD MEMBERS TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. Q INEERING, INC. 10, ALL HOLDOWNS TO BE TIED IN PLACE AND TO BE INSPECTED AND JOB N O . 9. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL STEEL AND APPROVED BY BUILDING DEPARTMENT' OFFICIAL PRIOR TO PLACEMENT GLU-LAM BEAMS FOR ENGINEER'S REVIEW PRIOR TOFABRICATION. OF CONCRETE. U N A U T H O A 1 Z E D CHANGES & USES 10. FIELD WELDING REQUIRES SPECIAL INSPECTION BY DEPUTY INSPECTOR 11. ALL WELDING 70 BE DONE IN A BUILDING DEPARTMENT APPROVED SHOP. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL SHEET IF FIELD WELDING 15 REQUIRED, /iPPROVAL TO BE BY ARCHITECT OR NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED APPROVED BY THE BUILDING DEPARTMENT. STRUCTURAL ENGINEER - SPECIAL kNSPECTION PROVIDED BY OWNER IS REQUIRED FOR ALL FIELD WELDING. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 11. ALL. HANGERS, POST CAPS, POST BASES. HOEDOWNS, ETC. TO BE "SIMPSON" 12. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CONNECTORSOR APPROVED EQUAL. COMMENCEMENT OF WORK, PREPARER OF THESE PLANS. 13. SOILS ENGINEER TO REVIEW AND APPROVE ALL FOUNDATIONS AND FOUNDATION DETAILS PER FINAL SOILS REPORT PRIOR TO ISSUANCE OF PERMIT, OF SHEETS I — 5/8" CDX PLYWOOD ROOF SHT' G 5/8" CDX PLYWOOD ROOF SHT' G 2X TRUSSES - SEE PLAN 5/8" CDX PLYWOOD ROOF SHT' G 2X TRUSSES - SEE PLAN REVISIONS B Y - NOTE: NOTCH TRUSSES 2X TRUSSES - SEE PLAN - NOTE: NOTCH TRUSSES BOTTOM OF BEAM - - - - PLAN CHECK AS SHOWN OVER SEE DETAIL 18/5-3 FOR AS SHOWN OVER Q CORRECTIONS TION999 SEE DETAIL 18/S-3 FOR TRUSS BLK'G PANEL 4X CONT. NAILER TRUSS BLK'G PANEL 4X CONT. NAILER 5/8" CDX PLYWOOD ROOF SHT' G; N ABOVE CONC. WALL --- 3X SOLID BLK' G ABOVE MESH BOVE CONC. WALL HANGERS PER TRUSS W/ 1/2" CLR PER ARCH DRAWINGS W/ 1/2" CLR' v 2 - #5 CONT. MANUFACTURER 2X TRUSSES - SEE PLAN 2X CONT, W/ 2-16d — HANGERS PER TRUSS 12 @ 12" O.C. MANUFACTURER Q 5 L 1 MC 1 X 5 AM - SEE PLAN EN 4 CONT. ACER & 3X C 12X45 BE - SEE PLAN CONT. NAILER W/ 5/8 E DIA. EN W/4X 0 T. SPACER & 3X THR' D 5TUD5 @ 18" O.C. CONT. NAILER W/ 5/8" DIA. EN STAGGERED THR'D STUDS @ 18" O.C. 8" CONCRETE SPLIT FACED STAGGERED EN TAN COLOR BLOCK W/ TAN GROUT - EN EN W/ #5 BARS @ 24" O.C. HORIZ. & VERT. - GROUT 1 CELLS WITH REINF. ONLY BOT. OF BOT. 0 TRUSS V) TRU5SE m 2X BLOCKS , 01 EN ° BETWEEN TRUSSES EN V N U- " v a , @ 24 O O.C.,C W! BOT. OF TRUSSES # "� 1/2 CLR. OVER BOTTOM OF BEAM�BOTTOM OF BEAM �NAILERS @ TOP SOT. OF BEAM ... m OF WALL - W/ TOP OF BLOCK WALL TOP OF BLOCK WALL 7.11® TOP OF WALL W- I• TOP OF BLOCK cv A35 @ EA BLK ;� a 2X SOLID BLK'G W/ 16d WALL ^" 2X SOLID BLK' G W/ 16di I LL @ 6" O.C. 4X CONT. P.T.D.F. IT @ 6» O.C. 4X CONT. P.T.D.F. r < N NAILER W/ 5/8" - NAILER W/ 5/8" 2X SOLID BLK' G W/ 6-16d- I DIA. X 16" LONG - I " ;o z n t 11 II - 2X SOLID BLK' G W/ 6-16d t DIA. X 16 LONG @ EA BLK EA SIDE 1 A.B. @ 24" O.C. @ EA BLK EA SIDE 1 A.B. @ 24" O.C. 0 o U li o 2 - #5 CONT. 177 — 2 - #5 CONT. 2 - #S CONT. 1 J M 1 4X P.T.D.F. NAILERS I .Q 1 I CONT. W/ 5/8" DIA. 1 I 1 Q v -- 8" CONC. SPLIT FACED 1 I X 16" LONG @ 24" O.C. 1 " 8" CONC. SPLIT FACED 1 0 1 8 CONC. SPLIT FACED --0 GROUT W/ #5 VERT. & GROUT W/ #5 VERT. & TAN BLK W/ TAN COLOR 1 TAN BLK W/ TAN COLOR TAN BLK W/ TAN COLOR � r. I• 2 - #5 CONT. 1 Q; -- HORIZ. @ 24" O.C. - 1 1 GROUT W/ #5VERT. & HORIZ. @ 24" O.C. - I• W GROUT CELLS W/ 1 ! 1 HORIZ. @ 24" O.C. - GROUT CELLS W/ REINF. ONLY I REINF. ONLY ; 1 GROUT CELLS W/ 1 Lu < REINF. ONLY ® Q L- I 1 - NOTE: CENTER VERTICAL 1 1 1 1 REINF. IN WALL ; J 11 1 I I ® < 1 I DETAIL I I t 1 1 Q REVISED 1 I t 1 1 1 I = I 1 1 1 0o 1® I t i oa I® a 2 - #5 CONT. U 00 I 1 1 0o 1 ao F 1 1 1 1 I BLDG FINR. _ - - - - - - - - - -Lu .. V 1 ao 1 I TOP OF CONCRETE WALKWAY J o0 1 1 1 > t 1 I 1 I 1 6" TAN PRECISION BLK 1 1 ; X -0 O -0 I WALL W/ #5 @ 24" O.C. " — 4 REINF. CONC. W L- d' HORIZ. & VERT. - t SLAB W/ bX6 M I® GROUT CELLS W/ REINF. , I l� I I ONLY - SPECIAL 1 1 10/10 W.W.M. @ Is I I INSPECTION REQ' D 1 1 MID-HT OF SLAB 1 LINTLI ® 00 O I 1 1 #4 DOWELS @ 24" 4" REINF. CONC. SLAB 11 #4 DOWELS @ 24" S 10 3 STRUCTURAL DETAIL a O.C. W/ 18 1 1 O.C. W/ 18 I t W/ 6X6, 10/10 W.W.M. 1 11 I EA LEG EA LEG 1 t @ MID-HT OF SLAB t l #4 CONT. #6 #4 DOWELS @ 11! CONCRETE WALKWAY 111 24" O.C. W/ III — BARS @ 8" O.C. W/ SLAB AS OCCURS 111 #4 CONT. 111 1 I 18" EA LEG 1 2' - MIN. LAP 111 111 4" REINF. CONC. 1 » I 111 4" REINF. CONC. SLAB W/ 6X6, #4 DOWELS @ 24 #4 CONT. 11 — #4 @ 18" O.C. SLAB W/ 6X6, 10/10 W.W.M. @ 1 O.C. W/ 1$ EA LEG I o II - III i w 11 10/10 W.W.M. @ DOWELS @ EA WALL 11� MID-HT OF SLAB I 1 III iv MID-HT OF SLAB 11 111 Z if #6 DOWELS @ 8" O.C. 11 > 111 o tl W/2' -8" MIN. LAP 1 _ _ _: -=_ , I I _ I I -.I v #4 CONT. 11 — co I I -..r co =—— ; o 11 11 11 -=_ Co I 1 11 tl T II cvz #4 @ 18" O.C. -I 1 o #4 @ 18" O.C. " _ w -� _ •- - - - - - - - I - 1 3 - #4 CONT. 1 3 - #4 CONT.CL 1 _ — — — — — — — — — — — — — — — — — w L —Ln — #4 @ i • • 1 #5 DOWELS @ 24" 0 18" O.C. 1 I #5 DOWELS @ 24" O O.C. W/ 2'-8" O.C. W/ 2' -8" co MIN. LAP 2'-O" • MIN. LAP 2'-Om -� M 2'-8» 8-#4 CONT. — �t CENTER ON WALL �-+ cr ---1 LLI 11" 4'-2" NTS 11" L)w.t LJ U) CD 6'-0" (NTS) ® Lu -zc Q L-L. WAL5 WALL WAL7 Lt" � WALSA � _.I 11 STRUCTURAL DETAIL 12 STRUCTURAL DETAIL.. 13 STRUCTURAL DETAIL 14 STRUCTURAL_ DETAIL_ 15 STRUCTURAL DETAIL � (z) -:zv S 3 S 3 5 --3 S-3 5-3 Q) CL 5/8" CDX PLYWOOD ROOF SHT' G 5/8" CDX PLYWOOD ROOF SHT' G Ul C) cc 2X TRUSSES - SEE PLAN EN H I P OR GIRDER TRUSS-SEE PLAN B .G . STRUCTURAL F-- - W/ HNGR PER MANUFACTURER 5/8" CDX PLYWOOD ROOF SHT' G ENGINEERING , INC . v ():� �­ W /1\ 5/8" CDX PLYWOOD 5HT' G 2X TRUSSES @ 24" O.C. QC u Cc '::C :z BRIAN GOTTLIEB—CIVIL ENGINEER 2X4 B M - SEE PLAN C., L1.1 -...I H W/4 ONT. SPACER & 3X ANGERS PER TRUSSCONT. ~ CONT. NAILER W/ 5/8" D I A. EN EN 45-535 V I A CORONA cc 'CL F-- C1. MANUFACTURER THR' D STUDS @ 18" O.C. _°_ ° _ ° _°_ (760) 56$-3553 INDIAN WELLS, CA 92210 STAGGERED (760) 568-5681 FAX O MC 12X45 BEAM - SEE PLAN r -- - - - - - - - -- 10 °1 2X FRAME W/ 3/8 CDX VALID ONLY IFo /4 PACER & 3X 1 1 (''� PLYWOOD W/8d @ 4" O.C. EN SIGNED IN RED GATT CONT. NAILER W/ 5/8" DIA. I SEE DETAIL 6/5-5 I° °1 I° @ PERIMETER OE EA SHEAR BLK c �� U� DRAWN THR' D STUDS @ 18" O.C. ( I FOR CONNECTION i I I I GIRDER / H I P TRUSS - SEE PLAN No.C33047� STAGGERED SECTION TO PILASTER & WELDING » I I I I " EX a-�-c2 CHECKED 6 ° ° ° ° -- 2X TRUSSES @ 24 O.C. I I I t EN H I P OR GIRDER TRUSS-SEE PLAN - -0- - - -- - 's>' CIVI1- - W/ HNGR PER MANUFACTURER q — CONT. 4X P.T.D.F.T.D.F. 'F�'tALf° SEPT. 30, 1999 - TOP FLANGE HANGER MIN. NAILER ABOVE BLK WALL SCALE - - - - - C i 2X45 BEAM SEE PLAN HANGERS BY TRUSS MFG'R © COPYRIGHT 1999 B .G. STRUCTURAL ENGINEERING, INC. W 4C N ACER & 3X 1 CONT, NAILER W/ 5/8" DIA. JOB NO . 1 THR' D STUDS @ 18" O.C. STAGGERED UNAUTHORIZED CHANGES & USES I CAUTION: THE ENGINEER PREPARING THESE PLANS WILL SHEET NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THE5E PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE WAL7A PLAN WAL79 GTR55 GTR525 PREPARER OF THESE PLANS. 16 STRUCTURAL DETAIL 17 STRUCTURAL DETAIL 1_8 STRUCTURAL DETAIL 19 STRUCTURAL DETAIL 20 STRUCTURAL DETAIL OF SHEETS S-3 S--3 5 3 S-3 S-3 2'-0" L 2'-0" . REVISIONS BY PLAN CHECK CORRECTIONS E 1 NOV. 19, 1999 ` -" ' ` 5/8" CDX PLYWOOD ROOF 5HT' G .. T "SIMPSON" A35 @ EA TRUSS "SIMPSON" FHA30 STRAP HIP TO HIP 0 0 24" CONCRETE BLOCK PILASTER W/ 4 - #5 VERT. 24" CONCRETE BLOCK PILASTER W/ 3 - #5 VERT. HIP TRUSS - SEE PLAN W/ N W/ #3 TIES @ 8" O.C. - GROUT CELLS SOLID - N @ EA FACE W/ #3 TIES @ 8" O.C. - GROUT CELLS SOLID - HNGRS BY TRUSS MFG' R TAN SPLIT FACED BLOCK W/ TAN COLOR GROUT TAN SPLIT FACED BLOCK W/ TAN COLOR GROUT - EA SIDE CONT. GIRDER TRU55 - EN EN SEE PLAN 2X SOLID BLK' G OO -- SEE DETAIL 6/5-5 — SEE DETAIL 6 OR 8/S-5 W/6-16d @ EA BLK a FOR CONNECTION TO CHANNEL BEAMS ABOVE FOR CONNECTION TO CHANNEL BEAMS ABOVE PLAN PLAN - -- r -- - ----- - - - -- - - -- T- -- - -- - - -- - - - - - v A35 @ EA TRUSS w I -- I - - F a � _--- — -- '— Elf - -- - - -- - - — --- H '^ N N T Zn _- -- 3 - #3 TIES e - - - - - - - - - - 3 #3 TIES 0 1 w — — — .J M MIN — ! 1 x VO N L— ,0 — — — — — — — — — O \V f v W un �xr 1 <[ i - - w - - - - i 1 ® OL 24" CONCRETE BLOCK PILASTER W/ 4 - #5 VERT. 24" CONCRETE BLOCK PILASTER W/ 3 - #5 VERT. 4X P.T.D.F. NAILERS NOTE: NOTCH IL - - - - - - - W/ #3 TIES @ 8" O.C. - GROUT CELLS SOLID - - - @ EA FACE W/ #3 TIES @ 8" O.C. - GROUT CELLS SOLID - TAN SPLIT FACED BLOCK W/ TAN COLOR GROUT TAN SPLIT FACED BLOCK W/ TAN COLOR GROUT CONT. W/ 5/8" DIA. TRUSSES OVER t1 X 16" LONG @ 24" O.C. P.T.D.F. NAILERS El @ TOP OF WALLS 1 2 - #5 CONT. AS SHOWN - W/ 1 1/2" CLR. _ U - - - - - - - - N _ NOTE: SEE DETAIL 12/5 3 FOR CONT. OF DETAIL V1 1 B DEVISE BELOW J e e REV J `0 H - - i — — i - i F _ r- co r 1 xi 1 W LL 't NAL6A ® 000 I -O _ _ - - - - - - io S-4 STRUCTURAL DETAIL., � � r ! 1 1 1 --- #5 DOWELS W/ 30" MIN. LAP #5 DOWELS W/ 30" MIN. LAP 1 - - - - 3 - #3 TIES - - - - — 3 - #3 TIES 1 1 FIN. FLR, FIN. FLR. N 1 N F IN. GRADE - - - - F...� GRADE e — e N N 1 1 i 1 Z Z 1 i < - - - - - - - - - 1• - - - _ - - - - - - - - - - - Q 1 i _j • �� 1 • 1 CL cc • • 1 ® 1 ® • w • al 1 • 1 w !<lr! O - - - ia -- - i — i — - - - - - - ui — - - - - - - - r - - - - - — r® r - - - - � SECTION --- - -- - -� - - -�- �-- - - - - '^ SECTION - - - - - -r �- - - - - - LA --j LL_ SEE PLAN FOR SIZE & REINFORCEMENT SEE PLAN FOR SIZE & REINFORCEMENT im ti Lu Z EACH WAY TOP & BOTTOM p cC C4 LI._ PDPILI LL PDPIE2 11 13 STRUCTURAL_ DETAIL — STRUCTURAL_ DETAIL.. 15DETAIL s-4 S4 S- 4 STRUCTURAL_ �ac O CL, Cc clLL � lr1 O c_ B .G . STRUCTURAL L Lu ENGINEERING , INC . v E _ Ln L I C. NO. C33047 = `S "-+ BRIAN GOTTLIEB-CIVIL ENGINEER l� f�- z _< 45-535 V I A CORONA CO2 Q I--- Q_ (760) 568-3553 INDIAN WELLS, CA 92210 (760) 568-5681 FAX Q VALID ONLY IF SIGNED 1N REDS GO1T �Q DRAWN No.C33047 Exp.6-M-C2 CHECKED OF CAL& DATE SEPT. 30, 1999 SCALE C COPYRIGHT 1999 B.G. STRUCTURAL ENGINEERING, INC. 1" = 1 '-0" JOB NO . UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL SHEET NOT BE RESPONSIBLE FOR , OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 16 STRUCTURAL DETAIL 17 STRUCTURAL DETAIL �- STRUCTURAL DETAIL 19 STRUCTURAL DETAIL ° STRUCTURAL DETAIL OF SHEETS S-4 S—4 S4 S -4 S-4 Q D RE �u�■v VISIONS BY MC 12X45 PERIMETER FASCIA BEAM - MITER CORNERS MC 12X 5 PERIMETER FASCIA BEAM LD T BEARING PLATE - D TO BEARING PLATE t LAN HECK CORREC5 1 NOV. 19. 1999 1/2" X i' —10" X I' —10" 5TL ----- 1/2" X 7" X 1 ' —10" STL BEARING PLATE — WELD 4 — 1" DIA. BEARING PLATE — WELD 2 — 1" DIA. X 18" NELSON STUDS AS SHOWN X 18" NELSON STUDS AS SHOWN TYP. TYP. 1/4" 1/4" NOTE: FIELD WELDING REQUIRES SPECIAL INSPECTION NOTE: FIELD WELDING REQUIRES SPECIAL INSPECTION 1/2" REVEAL — — — -- — — 1/2" REVEAL — — —.-"�- .. TYP. I TYP. i w w w w w w w w w w w w SEE PLAN FOR 24" SQ. PILASTER & REINF. SEE PLAN FOR 24" SQ. PILASTER & REINF. & DETAIL 11 OR 13/5-4 & DETAIL 13/5-4 T� f 9 Y SECTION NOTE: BEARING PLATE TO BE GALVANIZED SECTIONul NOTE: BEARING PLATE TO BE GALVANIZED F < N 1-H U) Z Po s STRUCTURAL DETAIL = 01 S-5 V LLO H JM Q I Q0 C 12X45 PERIMETER FASCIA BEAM — MITER CORNERS MC 2X45 PERIMETER FASCIA BEAM "- TYP TYP.BEARING PLATE BEARING PLATE ~ r . 1/4" ! W .. 1/4" I to x � - WQ ---- - - - -- - - - - --=I J Q 0 0 !I 1/2" X 1' -10" X 1' -10" 5TL 1 1/2" X 7" X V —10" 5TL L !! BEARING PLATE — WELD 4 — 1 " DIA. I BEARING PLATE — WELD 2 — 1 " DIA. T !! X 18" NEL50N STUDS AS SHOWN i X 18" NELSON STUDS AS SHOWN i II 1.A F— I V I I �! SEE PLAN FOR 24" 50. PILASTER & REINF. SEE PLAN FOR 24" 50. PILASTER & REINF. J tn li & DETAIL 11 OR 13/S-4 ( & DETAIL 13/S-4 —1 -0 _ r PLAN F PLAN _ Q o -I mLo PM -- MITREI MITREIA ® a0 O I � e STRUCTURAL DETAIL ss STRUCTURAL DETAIL s� S-5 s STRUCTURAL DETAIL 912 o L- Oct o QQ LLL. LL- --a J 11 12 13 14 1s J O Q U s -s STRUCTURAL DETAIL S--5 STRUCTURAL DETAIL S_5 STRUCTURAL DETAIL S-5 STRUCTURAL DETAIL 5-5 STRUCTURAL DETAIL = 1lOW B .G . STRUCTURAL t-- L Lu ENGINEERING , INC . v W LIC. NO. C33047 = Q ®c Q " BRIAN GOTTLIEB-CIVIL ENGINEER 0- Lu Q 45-535 V I A CORONA to 0- (760) 568-3553 INDIAN WELLS, CA 92210 (760) 568-5681 FAX o VALID ONLY IF SIGNED IN RED GO)' ■w�� DRAWN No.C33047 Expb-M- CHECKED s�4r C7V DATE F0;7CAI.1 SEPT. 30 , 1999 SCALE COPYRIGHT 1999 B.G. STRUCTURAL ENGINEERING. INC. 1 1/2" = 1' -0" JOB NO . UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE, PLANS WILL SHEET NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 16 STRUCTURAL DETAIL 17 STRUCTURAL DETAIL STRUCTURAL DETAIL — STRUCTURAL DETAIL 20 STRUCTURAL DETAIL of SHEETS S-s 5....5 S---s 5 s S -5 REVISIONS BY PLAN CHECK CORR. i NOV. 19, 1999 do "Z / I • / is :'W:;: '. ;.� • f r • r r O seat-T / Q i / Q � P�Z FOR _ - o J Cp1�Yi'11a� rr / � 4 cr- QD LU o / CL _ co / Jac �-- LL- ,G m � c) . MINNOW � Quo L`'cjoNkwArk*4 Fees u u �- � p�pwc�►�nrtMJ -s- .�..APoAe.tcoru Y LU -- - - - - -- - - - — - - - --- - - - _ - __.__- FEEs �Y owNEart �Y �wNE,¢. t _ .---- --� q - _.... _ —- _ _ - - - - - - - - -- ------ o CALIFORNIA DRIVE Cr- - i i --j Q4rl- a DRAWN CHECKED DATE - NORTH scl" = 30' -0" � � �z•t5•�a SCALE SHOW#4 JOB NO . .o SHEET P' 1 .5 0F SHEETS III�Itrt�I�se WATER ABBAEVIATiONS REVISIONS B Y (SIZING CALCULATION.FORM) PLUMBIC, FIXTURE SCHEDULE PLAN CHECK CORR. 1 - DEMAND . TOTAL OEVELOPEO LENGTH - ac BELOW GRADE AG ABOVE GRADE 88 eeo Ball-e-quE MIXING VALVE � , NOV. 19° 1999 FG !'INISH GRADE CO CLEAN OUT QUANTITY FIXTURE F/t! M �/� FF FINISH MI OOR 2w Twi) WAY INSTALLATION NOTES FROM METER TO REGULATOR . —12� FT. INV INVERT ELEVATION COTG CLEAN OUT TO GRADE ITEM MANUFACTURER TRIM DESCRIPTION / COMMENTS WIG FROM REGULATOR TO MOST . I WO WATERBIDET CLOSET YB YARD BOX MODEL NUMBER A.SOLDER SHALL BE LEAD FREE COMPLYING WITH THE,PRfAItSIQNS OF �dR REMOTE OUTLET . . . . . . . . . . . . . '�� FT. AP PRESSURE PANEL A.40 f�� pu1R2A�W�� � , , , � THE FEDERAL CLEAN DRINKING WATER ACT AND THE UNIFORM L/tAV LAVATORY PTV PRESSURE REGULATING VALVE w� WAi'C'EtQ •�•R-bMIT4 Q!}�, -syipp1Q•F Sc�INL-vrs '5• ur-L w/ 5 !'1-UMBINGCODE1994EDITION. ' SH SHOWER PTf2V PRESSURE RANGES � - �,•_ PRESS/TEMP RELIEF VALVE 2 SK SINK RD ROOF DRAIN I CLOSF.T I-zl A% W - I"•lAs`!~}GN Fa f"F1/j` �Mr AM H E1C�HT •�' C�:niGE�A PWS.i VLV DRAIN wA$TE< ,/ENT PIPING• • G eMv RISER oR c,eoP KS KiTCHEEN SINK 'OFD OVERFLOW DRAIN B.WATER HEATERS SFIALL pE�EQUIPPED�WITH/kCOMBINATION PRESSURE2AT MMR OUTLET 74Q Ps O O 0 kATmR/6A5 RISER OR MCI' VS VEGETABLE SINK ROVOFb ROOF DRAIN OVERFLOW COMEIO W G 11 AND TEMPERATURE RELIEF VALVE PER UPC SECTWI�i 50$3 AND RELIEF wnsT>:ARM 8S BAR'SINK OVEN S�tiJV1Er /4S WC.-1 VALVtS-SHALLTERMINATE WER UPC SECTIONS 6089,8fl8.4,eD8;5 p`T tt•QGULA'l"aE2 ouT'L.E7" n PSI O"* oOLO�'�aTue LS LAUNDRY SfNK CT COC�KTOP .. - . _.._._ VENT CY ,► C?�x, HOT HATER stvB MS MOP SiNK POC POttrT OF CONNECTION Z 1 f T' SIB AND Ei08,6 SIZING I ---• —•.. .. ss SERVICE SINK WCO WAIL CLEAN OUT — H OI.P HATER P-040 OTAI S*T _ C.WATER PRESSURE REGULATWQr VALVE SHALL BE INSTALLED WHERE d DO DRIP DRY LL LOG LIGHTER L LAVATWI A4CD f l QVJ2A.-W J�%QE J.R• SM! I �SOc WfRO �lllV ' � HOT WATER F,PpJ6 . OKD DECK DRAIN RNG RANGE WATER METER SIZE 1. IN, -" fl e °" S'� STATIC WATER PRESSURE IS IN EXCESS OR 80 PSI'PER UPC FD FLOOR DRAIN WLH WALL HEATER l ICI�J' " pMS' I^G N�^ L"G• f.W J�1`a W HOT WATER RETURN PIPING ® 1IAALL CLEAN our F5 FLOOR SINK WH WA1ER HEATERvG SECTION 608.2 REQUIRED GPM GPM ___-- WM WASHING MACHINE GV GATE VALVE La U(�,INA'�L A►CONQI�I tJUfZq�Wl f ST INL'i SS 'SMEL w _ GAS PIPINS � FLOOR GLEAN OUT yy0 WASHER/ORYER COMBO BV BAL. VALVE * I •-21 i+a$-W-I•-Fv'FV T- WAN$ y NET b h'w'si t V LV Goay1loL6T'E.^ D.PLUMBING FIXTURE SHALL BE LISTED IN CONFORMANCE WITH UPC WATER SERVICE SIZE ( IN. pA5 PlPlem BELOW 5RAt7E ---- YARp GLEAN OUT. 1 ICE ICEMAKER TP SAL. PRIMER CHAPTER 4"PLUMBING FIXTURES". PRESSURE REGULATOR SIZE: �s. IN, •= GAS P+PINO BELOW SLAB — — -- — CAPPW/PUJ66W Puy OW DISHWASHER EC EVAP COOLER GD GARBAGE DISPOSAL UR URIR,AL AF ►�R lr tK1NG P►�•di�Ju Vvt9A•WA LIE. MAXIMUM F/U I/2'. _ F/U C CONGEN'SATEPIPINS D9 04 VALVE IHW INSTANT HOT DISPENSER WATER' VLV VALVE ( ,Z 4Y iJ E.DOMESTIC WATER HEATERS SHALL 13E CERTIFIED AND LISTED BY l P� •• o-+ He Hose a,eB FvUN''il�' al'2.`"1^ ^3- es GE CMr 1 g L EIG1-t / sc STORM GRAIN PIPING HS HOSE 8168 THE CALIFORNIA ENERGY COMMISSION.EXTERIOR INSULATION 3/`-4 70 F/U ,� FITTING/PIPE CHANGE=OF PIRECTiON is SHALL BE R-16,OR GREATER THE FIRST S.FEET OF EXPOSED —--,a=-.--— MsolcAl�•s PIP,N� p S/'�rn% AS OF'I HOT 14ND COLD WATER PPENt3 AND THE WATER HEATER SHALL BE 11, -tin F/U POINT OF CONNECTION Z I t Cry 'r E INSULATED,TITLE 24 SEC 2.5318(A) --�� 1 f/2 FN RIB '�S� o Oppo�ID _ tAo Sc• K•E'Y Ft.p# is E F.CIRCULATING HOT WATER SYSTEMS SHALL BE FULLY INSULATED AN / —l—� F/U ( st laE3 24 p Rb L K VW SHALL HAVE A CONTROL(TIME CLOCK)CAPABLE OFAUTOMATCALLy TURING OFF THE CVMLA11NO PUMP(S)WHEN HOT WATER IS NOT TOTAL FIXTURE UNITS 2" _ _. F/U FE7 FL.00IQ 3'� R. 5 m r T _ !v I,s "TC?� REQUIRED.TITLE 24 SECTION 2-53.18(8)2. - PIPING LEGEND 1 t bK2t�1►�! ' .�SA�'p -._-. ...._ .._. _..._._.. - G WATER CLOSETS,URINALS,SHOWER HEADS.LAVATORY FAUCETS,AND ......_.. ..__ ... . ..._—._.. .. _ _.-._.. _ . .. -. .. "f"•p T�A� PPP SINK FAUCETS SHALL MEET THE FLOWING REQUIREMENTS OUTLINED IN � I )mE� #PIR 50ID THE TITLE 24"APPLIANCE EFFICIENCYSTANOWRDS"SECTION 2_5134. •Ap A<-GES5 �t,lY1lDdt'2, �oaQ A�Gc.�Sao oF'-i -�-z. CLOSETS WATER 1.8 tiPF r URINALS 1.WPF PoWEt DW 1414 ss v�cw�, PdV�O p SHOWEFtHEADS. V pE¢ t lr.Nl 1PT Ntq VWo(TV1 Sm I T-M - S v OR1EEr 2� M , *� coTG z so •t' V Y�3 NkAr1. A 50 2® 2.2 aPM H.SHOWER AND TUMHOWER CONTROL VALVES SHALL,BE QF TiiE PRESSURE, •� .BALANCE OR THERMOSTATIC M049 TYPE.HANDLE POSITION SPOTS /""• V'^' ' .. SHALL BE P - ROVIDED I � ON THESE VALVESAND AND.-SMALL BE TO- L ....._.l DELIVER A MAXIMUM WATER SETTING OF 1 PER Upe SEC 420.0 Z/ 1.WATER HEATERS SHALL BE STRAPPED ORANCH ORED TO RESIST`SEISMIC t 14 LOADING=STRAPPING•SHALL BE AS DETAILED IN APPROVEODRAIAlINGS" : ___...._.._._........__........__.__.._.__-___ __.-_--- BY A LICENSED ENGINEER ANt R PER UPC SECTION 510;5 r ' I J WATER HEATERS LOCATED IN ATTIC OR FUFRREED:SPACE WHERE"s DAMAGE f G o Y RESULT FORM LEAKING WATER HEATERS SHALL BE INSTAL LEQ iIV �*• R OVER A WATERTITE PAW WITH A 3/4INCH DRAW TQ AN:APPROVED 1 LOCATION PER UPC SECTit1N'510:7 MEN' S w 0 M E N' S K.DRAIN PIPING SHALLSLOPE AT!9*OR wO PER FO.O C F-QR ALL PIPING FD UNLESS OTHERWISE NDTED MPING 4"MID LARGER REQil11RING S0.- FaE 0E THE PLANS AND APPROVAL RECEIVED FROM THE . 8H)lU:N.;eE t�1 ED�' Fb I LESS THAN 2%DUE TO MSTALLATION COIPTIONS--� TR/4TIVE • AUTHORITY PER UPC SECTION 708.0. I l I • L.FLOOR DRNNSAND FLOOR SINKS WHOM ARE SUBJECT'T'.O INFREQUENT. Ll ivl` O 2 [ USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC METF10E1 OF MAINTAINING TRAP.SEALS PER UPC 3ECTION.1007.0 I •`• M.VENT TERMINATION SHALE.BE NOT LESS THAN TEN 1 f O)FEET I*ROttA,OR AT LEAST THREE(3)FEET ABOVE AIR INLET PER•.UPC SECTION RDE3,0 . w i N.PLUMBING MATERIALS: • DWV BELOW SLAB AOS SCHED 40 I WASTE ABOVE SLAB - HUBI.ESS.CAST IRON "_:ASS S�CHED40 VENTS ABOVE SLAB T•HUBLESS CAST IRON' •` I ASS SCHED 40 •� I SEWER HUBLESS CAST IRON ABS:$OR 35. • YAOS SCHEE340 HUBE:;ESS CAST IRON •� WATER BELOW SLAB „� COPPER TYPE K /• • ___CAPPER TYPE:L" r e WATER ABOVE SLAB _ V CCPPER'TY1?E M ' t } • • X COPPER TYPE L ,Ja • •` ' WATER SERVICE ._.COPPER TYPE K . COPPER TYPE KXPVCS t� 1ZJC1Z �• ,• •� A•P• '/ GAS VEGRADE [�I®I� _PVC CHERAO' �21crZ � PVC SCHED 8E1. •,- . / A'l' PE BLAB:SCCHED 40 OCAS BELOW GRADE Na✓A . . _._,PVC:$Cri•EQ4E�:)+1ATGA.S . . .. POLY s ., TEEL PIPE SE:FEED 40 WRAPPED 0 0 I ROOF DRAIN PIPING A.G: :14A _:ABS•SCE�IEO Id ROOF MINPIPIi G.B:G. 44A. `-'Hr1-8.CH CAST IRON M♦ D.F. —ABs SC.. . 0.F. HURLESS'GAST IROM .a•!� �Y F2ECTANOULARCAST IRON �C D F DF _RECTANGULAR FIBERGLASS Q_ .,P�SCFiED 40 �-r- CONDENSATE PIPING �! fAF Z rr —COPPER TYPE M 1 � { [� INSULATION RWtMRED, lel.d X F.G.JACKETED CIA ..._Dwv O „COLD WATER O Y C.C.POLYETHYLENE. HOT•WATER ' Z mp "LASTOMERIC CONDENC,ATEr-�: f'""1 l- SOV•}- PR V VALVES ALL VALVES SHALL•BE By Q • - KNOWN MAN�ACTLIRER m NO PATE VALVES SHALL.13E USED: ff �� .� VTR iNQIRE CT WASTE NIA A PVC SCHEO 40• PVC SCHED' .► PE _TYPE M COPPER I"y 0.INSTALLATION OF ALL PIPING-SYSTEMS SHALL BE IN ACCORDANCE Lu WITH APPLICABLE LAPNIO INSTALLATION STANDARDS ANDSs LISTEN � Z t u IN UPC APPENDIX 1. !{ ^v ., 1, {.IH P.A.NNINNAAUM 12'ACCESS PANEL TO BATHTUB TRAP CQNNECTIQNS SHALL A �rr 8E INSTALLED WHEN SLIP JOINT CONNECTIONS ARE USED PER UPC ��p•+ OCTiON 405.2. L C Li- u '(^1�.+ ((1y'zy Z 11 Q.ALL Hi0$E.BE38S AND FAUCETS PITTED WITH THEREAt}E6 CONNECTIONs _ SHALL BE,FITTED-WITH AN APPROVEEI3 NON'REMOVABIX BACK FLOW 4 corCs 31r - - , -�f - Iz VTR fl. 1 r' ��, �' Imo- LI [y W C-l '� DEVICE PER UPC SEC'17ON 803 R.SUILT-UP SHOWER RECEPTOR&SHALL BE INSTALLED AND(IVSPEC'FEQ t ' �z t UPON COMPLETION OR WATER PROOFING.PER UPC�CTION'412.5 '�^ lJ C> tx lJ s.WATER PRESSURE REOULATORS SHALL BE INSTALi Ep CON TI1E WATER' tIt t .SEsRME PRIOR TO CONNECTION TO BUILDINGS IF PRESSURES . .. �. e�t l •� �,,,�, � w G-x t wAr�l�. N�tAr:UIIMEIIQ AI�E��. REs EXCEEDS I— WC••1 / 3 1 r s80'PSI KR UPC SECTION 80" I '� 1 �i'11 t L„I 1 I Tylo (2) T.lq.s.M eTH O SO°� ... . . . Z QC J Q~ 1 l r f..1niA'MR SYSTEM SHALL BE STERLIZED USING A OH�.QRINE S{yLUTiON. � g Lu Q Lu WC•l ^" _ _ t 1f W C.Z j�• 2 CERTIFICATION PROVIDED FROM APPROVED TE:STIN6 ', I�j U L�L.i [ Qc I-. Q O (J • „ ' ��I rr U.MANOERS.AND SUPPORTS SHALL BE BY RECOGNIZW114ANUFACTURER Lf) �--, B i �( G P ij 2 y i SPECIALoNth IN THESE PRODUCTS SUCH AS MrvD 8UNE,ETC. Lu � Qo •�'.� 1 N. L a i�l V..ALL SYSTEMS SHALL BE TN STE�'IN ACCORDANCE WITH THEP L FD .�,, 3 r► ' LE SEDTiONS OFTHE UNIFORM gUWNG CODE AND (�• SCALE: 1/4" = 1' -0" t a 4 :WIN TNESSSED BY THE LOCAL BUILDING AUTHIORITY AND OWNERS �C . NORTH 2 ,1 „ .... �,��'.. REPRESENTATIVE. z �1 �1f L. DRAWN CHECKED •�• 2rr 1. N WASTS +V5Nr tSC)MEMIC.. � DATE .� Ia SCALE 1r ' . . Orr I - ,.. � $If z "� � V�AT�R. tS®N1ET'�ICr - � � �►'S J so-tawN B NO . SHEET OF 5HEETS TES AND SYMBOLS ELECTRIGALUTII,ITY �L�CrTRICAL NO �v0 � � � . VV vV PROVIDE 120/240V 10 3W ELECTRICAL SERVICE. CONTACT CONDUCTOR SCHEDULE .- SCE MR. WPHI MERAZ UTILITY ON PAD CUTTING, TRENCHING, BENDS, ETC. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL (760)202-4259 CODE 1996 EDITION. RUN BRANCH CIRCUIT GROUND CONDUIT % FILL / 2. ALL UNDERGROUND OUTSIDE BRANCH CIRCUIT AND FEEDER CIRCUITS ARE r ••,• 1 2#12 1#12 3/4" 6.62% / TO BE RUN IN NONMETALLIC CONDUIT SCHEDULE 40. ALL ELECTRICAL r UNDERGROUND PULLSECTION 400A NOTES: CONDUCTORS RUN EXPOSED, IN CEILINGS, OR WALLS SHALL BE RUN IN 1. BOND NEUTRAL BUS, GROUNDING BUS, AND 2 4#12 1#12 3/4" 11.04% METAL CONDUIT. (}} J SERVICE RACEWAY. CONNECT TO CONCRETE f 'l O 6#12 1#12 3/4" 15.45% / 3. ALL ELECTRICAL SYMBOLS PER ANSI Y32.9 1972. REAFFIRMED 1939, � METER MAIN 400A ENCASED ELECTRODE AND TO NEAREST I WM I AVAILABLE METALLIC WATER PIPE ON 4O 2#10 6#12 1#10 1" 14,8% L1�Ej REFERENCE DETAIL FOR SIZE OF " 4. ALL ELECTRICAL CONDUCTORS ARE TO BE COPPER. INSULATION FOR #12 > PREMISES. O 9#12 1#12 1 13.60% �>?� TO #1 SHALL BE THWN, ,#1/0 THROUGH #4/0 SHALL BE TYPE XHHW GROUNDING CONDUCTOR. USE #2/0 COPPER PR 155milsi, AND #250 MCM AND LARGER SHALL BE TYPE XHHW 165milsj. 200A/2P I CONDUCTORS FOR BONDING. a 2#10 2 12 1#10 1" 9.2% GROUNDING CONDUCTOR SHALL BE THWN. DISTRIBUTION SECTION - 400A 2• QUANTITY OF CIRCUIT BREAKERS SHOWN IS DIAGRAMMATICAL. REF. SITE PLAN AND A.C. 6. UTILITIES AND LIGHTING EQUIPMENT ARE DRAWN DIAGRAMMATICALLY. BREAKER ASSIGNMENTS FOR OTYS, SIZES OF SCALED DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH I ' WORK, CAREFULLY CHECK AND VERIFY DIMENSIONS, IMMEDIATELY NOTIFY CIRCUIT BREAKERS, CONDUCTORS AND I ) ) ) ) ) ) ) ) ) ) ) I ' ENGINEER OF DISCREPANCIES BETWEEN DRAWINGS OR SPECIFICATIONS CONDUIT. - / AND ACTUAL CONDITIONS, ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT - - - - - - -- ""' _' """ - - - � _' - - - - - - - - '� 3. SERIES RATING OF SWITCHBOARD SHOWN I _ / ARE DRAWN TO SCALE WHEREVER POSSIBLE, IT SNOT WITHIN SCORE TO 8E 42KAIC. k OF THE DRAWINGS TO SHOW NECESSARY OFFSETS, OBSTRUCTIONS, OR SITE CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL DOG PARK WORK IN SUCH A MANNER THAT IT WILL CONFORM TO SITE CONDITIONS, / COMPLETE AND IN GOOD WORKING ORDER. �# 5. UNLESS OTHERWISE INDICATED, E.C. IS TO RUN A SEPARATE NEUTRAL TO IAGRAM 120V UTILIZATION EQUIPMENT. AVOID USING SHARED NEUTRAL CONDUCTORS A.G. SINGLE LINE D FOR SINGLE-PHASE 120V UTILIZATION EQUIPMENT ON DIFFERENT PHASES. NO SCALE E1 / WHERE A SHARED NEUTRAL CONDUCTOR FOR A 208V/120V SYSTEM MUST N G G / BE USED FOR MULTIPLE PHASES, USE A NEUTRAL CONDUCTOR HAVING AT X LEAST 173% AMPACITY OF THE PHASE CONDUCTORS. KEY NOTE I X 6. ALL BRANCH CIRCUITS AND FEEDERS CIRCUITS SHALL HAVE A GROUNDING SWEEP OUT OF PULLBOX WITH NON METALLIC CONDUIT: TRANSITION TQ I __---�'- 7C CONDUCTOR PULLED WITH THEM. REF A.C. BREAKER ASSIGNMENTS & LIGHT. GALVANIZED RIGID CONDUIT ABOVE GRADE AND ON TO GAZEBO LIGHT. SUPPORT / AND POWER LAYOUTS FOR SIZE OF GROUNDING CONDUCTOR.' THIS COPPER CONDUIT TO GAZEBO STRUCTURE AT 10' INTERVALS AND WITHIN 3' OF ' -- X GROUNDING CONDUCTOR SHALL BE TERMINATED TO GROUNDING TERMINALS j( __- OF ALL RECEPTACLES & ALL NONCURRENT-CARRYING CONDUCTIVE SURFACES TERMINATION, PAINT CONDUIT TO MATCH SUPPORTING SURFACE. OF FIXED ELECTRIC EQUIPMENT LIKELY TO BECOME ENERGIZED THAT ARE O COIL 10' OF CONDUCTORS IN PULLBOX FOR HOOKUP OF WATER FEATURE BY 0 . SUBJECT TO PERSONAL CONTACT. OTHERS. CONFIRM EXACT LOAD PRIOR TO- RUNNING BRANCH CIRCUIT. / 4 f W1 PROVIDE ELECTRICAL POWER & HOOKUP TO EXISTING 2HP FOUNTAIN PUMP. l X E �- 7 1 INDICATES DETAIL # CONFIRM EXACT LOCATION IN FIELD. PROVIDE DUPLEX GFCI RECEPTACLE OUTLET 7 �_�- AND NEMA 3R FUSED DISCONNECT SWITCH FOR PUMP IN. REF. DETAIL FOR E1 INDICATES SHEET # MOUNTING. X g a- P1 POLE MOUNTED LIGHT. SUBSCRIPT INDICATES DESIGNATION M PROVIDE ELECTRICAL POWER & HOOKUP TO EXISTING LIGHT. TAPE AND BURY ♦ ��---J AS FOUND ON LUMINAIRE SCHEDULE. EXISTING CONDUCTORS FEEDING THIS LUMINAIRE. CONFIRM EXACT LOCATION IN --` W1 I T SUBSCRIPT T /r _ FIEL g, POLE MOUNTED POST TOP LIGHT. SUBSC IP INDICATES 4 'r O ATIO A FOUND ON LUMINAIRE SCHEDULE. - IG L D S N• N S PROVIDE GFCI DUPLEX 120V 20AMP RECEPTACLE OUTLET IN WEATHERPROOF / 1100 E ENCLOSURE. SURFACE MOUNT ON GAZEBO POST. REF, DETAIL 3/E2A. , ` / 10. .�' . Z SHELTER LIGHT. REFERENCE LUMINAIRE SCHEDULE AND DETAIL. O PROVIDE ASSOCIATED ED-24 CONCRETE PULLBOX, E2 1 3 ---•- • 3 ` 11 EXISTING POLE MOUNTED BARNYARD LIGHT.' PROTECT IN E4• EXISTING t E PLACE. REF KEYNOTES. O NO PATCHES WILL BE ALLOWED TO EXISTING CONCRETE WALKS. ALL CONCRETE TO / Typical 2 3 BE REPLACED FROM JOINT TO JOINT OR A MINIMUM OF 10' SECTIONS. / 8 ROSE 12, _ ._ _.. CONDUCTORS W/GROUND RUN UNDERGROUND. REFERENCE HYDROJETTING ALLOWED AT CONTRACTORS CHOICE, IF COMPACTED AND REPAIRED _ I GARDEN SITE PLAN FOR SIZES OF CONDUCTORS AND CONDUITS. TO ORIGINAL. CONDITION. I BASKETBALL --r- T REFERENCE DETAIL. LATERAL TRENCH. E L W1 1 13. SERVICE LA E H ® TAKE SPECIAL CARE NOT TO DAMAGE PLANTS OR TREE ROOTS WHEN I i TRENCHING IN BEDDING OR TREE ROOT AREA. ANY DAM AGED PLAN$ TO 2HP 3 CONDUCTORS W/GROUND RUN EXPOSED. REF SITE PLAN B 14E REPLACED,/REPAIRED AT CONTRACTORS EXPENSE. TYP. I 1 ` �---'" FOR SIZES OF CONDUCTORS AND CONDUITS. UNDERGROUND CONCRETE PULL$OX #3-1/2 (17.5•'X12.5''X12.5") $ ® UNLESS OTHERWISE INDICATED. PREFAB CONCRETE WITH VOLLEY 2 2 3 E3 : TRAFFIC COVER WHERE SUBJECT TO VEHICULAR TRAFFIC, / 1 BALD, I E2 E4 I ' ' 1 4 ABBREVIATIONS 1� 1 •�`��' EXIST. EXISTING TO BE REUSED E.C. ELECTRICAL CONTRACTOR PRp(j� x W1 2 3 --- -'s -, V 2 PROV. TO BE PROVIDED NEW, BY E.C. TYP. TYPICAL: t I ENTRY 400__� l 2 GATE X !! Typlgal ! �. ti ,� �� = ! ® VOLTAGE DROP CALCULATIONS MAIN SWITCHBOARD I i t ' !!. � . 5 1 2 3 : 5 6 t 7 8 ( 49 10 11 12 II I TypiCal of . r t ! ` WALKWAY LIGHTS !! / 2 ♦.. . u / REST ROOMS ' II 1 FROM- TO QTY VOLT- VOLT AMPS CONDR Rac pIST. VOLT x 2 AMPS SIZE DROP VDROP EAI Y _ h1 W1 r t 1 I PARKING 2 4 SWB¢ #1 , 8 203 240 6.78 #12 2.0000 40 1.09 0.45% II 5 5- 5 [ (� !! 7 Q ` P2 5 _P E4 E2 #1 - #2 7 203 240 5.93 #12 2.0000 55 1.31 0,54% V ' 3 4 E2 E$ E Typical #2 - #5 6 203 240 5.09 #12 2.0000 80 1.63 0.68� _ )( II \ W1 � � ---� _ � - 7 2 203 240 1:70 12 2.0000 80 0.54 ,0.23% _=:_=�• � `- __ . _��___-___��; 13 14 15 16 17 I . 19 #6 # # . r #7 - #8 1 203 24Q 0.85 #12 2,0000 70 0.24 0.10% M fl E3 d JP 2 I ` TOTALS 405 5.61 2.34% \ ' ( !, 4 Typical 1 ----'f ~� 10 i 1 4 I � i I � � 4 -1 1 I ! I `7 6 � 5Lj � / PARKING LIGHTS C.V.W.D. II! I E1 2 E2 E3 3 !! ( FROM- TO CITY VOLT- VOLT AMPS CONDR Roc pIST. VOLT % - il 3 I ; 120 21 22 23 24 , ! �9 RIGHT 4F WAY 1! I E3 !I AMPS SIZE DROP VDROP i�► I ) Typical ! 3 I 138 SWBD- #i 6 465 24p 11.63 #1 Q 1.2000 120 3.35 1.40% /r' 1 . II V #2 - #3 4 465 240 7.75 #10 1.2000 85 1.58 PLAYGROUND 2 � � 2 37 I! I 4 13 - #4 3 465 240 5.81 #10 1.2000 70 0.98 0.41 Z #4 - #5 2 465 240 3.88 #10 1.2000 30 0.28 0.12% . #5 - #6 1 465 240 1.94 #10 1.2000 75 0.35 0.15% 1I W1 ` W1 ii _ l \ t I. f 1 - 36 / TOTALS 385 6.65 2.77% 35 t W1 II 25 27 J8 29 30 I 32 33 P1 �/f / VOLLEY BALL LIGHTS r i.•r ''� f FROM TO QTY VQLT- VOLT AMPS CONDR Rac pIST.. VOLT % a j / AMPS SIZE DROP VDROP ! I I 17' _ -��r- SWB¢ VB1 2 1,100 24Q 9,17 #12 2.0000 45 1.65 0.69% -'� V81 - V2 1 1,100 240 4.58 #12 2.0000 50 0.92 0.38% -- TOTALS 95 2.57 1.07;t CALIFORNIA .. DRIVE BASKETBALL LIGHTS "� FROM- TO QTY VOLT- VOLT AMPS CONDR Roc pIST.� VOLT AMPS SIZE DROP VDROP ---- - - - SWBD- B1 2 1,100 240 9,17 #12 2,0000 40 1.47 0.61% /v B1 - 83 1 1,100 24Q 4.58 #12 2.0000 60 1.10 0.46% TOTALS -100 2.57 1.07% MISCELLANEOUS SWBD- Z 1 81 120' 0.68 #12 2.0000 50 0.14 0.11% D SWB¢ REC 3 600 120 15.00 #12 2.0000 50 3.00 2.50% ELECTRICAL SITE PLAN 2 SWBD- WATER FEATURE 1 2;760 240 11.50 #12 2.0000 120 5.52 2.30! f �� -. SWB¢ FOUNTAIN PUMP 1 2,760 240 11,50 #12 2.0000 150 6.90 2.88r -6 SCALE - 1 - 20 - 01 1 tvoR-rH O u . - DRAWN: L.P.M. f•4PPROYED BY:• � i w t PREF ARED BY: pFESSioT)OOOO' Ti , +ad 5rri S H E E T SITE WORK SHALL,BE DONE ON THIS /�/ G I DESERT These plops have been reviewed ed by � � in with Water Code _ 655g7accordance '( z SITE UNTIL BELOW AGENCY IS NOTIFIED CHECKED: �QQ '4(�. _ _ _ - _ _ _. _. _. _ :. _ :_ _ . .. _ _ _ ._ -. - -- •-- - VATS. - _ •_ _ ._. _ _ _ _ - __ _ .- a .-se requirin _.e ficien n OF INTENTION TO GRADE OR EXCA -- M -'� _ 4- g f t q . � DATE: MARCH 2,2000 • �� ,9 /,y with the localgoverning agency (Cit Underground Service Alert y cr+ G TY OF Pf�Lh1 DESERT DATE: PALM DE5E 3`)- /' OI INTRY G I ' E3 • t DWG FILE: PDCCPKE? ' I I `� I l/ V L-v ' Call. TOIL FREE � � p � RG); NO. XXXXX EXP. PATE X/XX/XX BOF ppF,ravp°�, � o �o� Date E • Engineering Incorporated r _ JOB No:- 990501 1 E 9333 PgEPARED UNDER THE SUPERV 15I ON OF: ---------------- u - ~ 1 -'800 GOMI � IU I Y I TY FARM er Management Specialist Consulting Electrical Engineers (} APPROVED: * EXP SEP3020tl1 APPLE VALLEY PALM DESERT �2 l-2"VO ��-� ��FCT R1C'P���P II I ______________________ (760)242-3369 FAX(760)242-1092 (760)773-4478 two WORKING DAYS BEFORE YOU DIG lF OF CAL�FO� RAYMOND G. LOPEZ DATE: L G. T G 1� ��Ti I �I Service Director A- OF NO. DATE BY � � I O��j PPv{o[)ATE dreamjoe@earthGnk.net dreamjoe@aol.com © DREAM ENGINEERING INC.2000 LAND5GAPE ARCHITECT, G.L.N. 3474 4 LC2 LC2 CVB)2 (V) LC1 LUMINAIRE SCHEDULE TO LCII (VB 2) (B4 MAIN POLE -MH POLE BURIAL SWITCHBOARD LC1 DETAIL STYLE MFGR PART NO. LAMPS DESCRIPTION MH FOOT EPA NAME FIELD DETA�L GROUND LENGTH DEPTH LC1 (B 1) (B 3) ( _`i B 1A-CC29A3-100OMH240 1 LAMP LUMINAIRE 3 4.0 25' 25' 20A/1P N 'T' 1,3,4 KIM -LG-P-PRS lXlOOOWMHX240V ASSEMBLY 25' �4 �4 > ITC BASKETBALL,," r3 BASKETBALL V KIM 1A-CC29A3-100OMH240 lXlOOOWMHX240V 1 LAMP LUMINAIRE 25' 4.0 25' 251 LIGHTS.-% LIGHTS -LG-P-PRS ASSEMBLY ON 1\�,�2 3,4 �4 J4 OFF LCC VB - KIM 28-CC29A3-100OMH240 2X1O00WMHX240V (2) 1 LAMP LUMINAIRE 25' 8.0 25' 25' .-LG-P-PRS ASSEMBLIES �4 - J4 VOLLEY BALL VOLLEY BALL �2 2 LIGHTS LIGHTS OFF ON P 1A-CC25A3-400SMH240 I LAMP LUMINAIRE 3.2 27.5' 25' KIM 1X400WMHX240V ASSEMBLY 27.5' ��4 I -LG-P-PRS J4 NOTES: LC1 TO (2) 1 LAMP LUMINAIRE KIM -2B-CC25A3-400SMH240 2X40OWMHX240V 27.5 6.4 27.5' 25' ��4 1, ALL CONTROL WIRING TO BE #12THWN COPPER PANEL TO LIGHTS 2 -LG-P-PRS ASSEMBLIES IN 1/2"C WHERE EXPOSED UNLESS OTHERWISE INDICATED. LC1 20A/1P N 2. RATING OF CONTACTORS TO MATCH C IRCUIT BREAKER S. WKIM FM-CC1 7P5-175MH240 1X175WMHX240V 1 LAMP LUMINAIRE 16 3.2 16$ 16' 3. MOUNT TIMECLOCK, CONTACTORS IN CONTROL SECTION -LG-P-PRS ASSEMBLY �4 OF MAIN SWBRD. REF DETAIL. TC 4. TIME CLOCK TO BE TORK MODEL DIN 2 (2 CHANNEL) C. ENCLOSURE INSIDE OF SWBRD. REF DETAIL. 7 KENALL 5323-PC 1X70WMHX12OV 1 LAMP LUMINAIRE 8' N/A 8' N/A .�,E2 ASSEMBLY 5. MOUNT PUSH BUTTONS IN SEPARATE HINGED HASPED ENCLOSURE ON SIDE OF RESTROOM BUILDING. REF. DETAIL NOTES, AND RESTROOM BUILDING LIGHT AND POWER LAYOUT. 1. ALL CONTROL WIRING TO BE 3. RATINGS OF CONTACTORS TO SYMBOLS; #12 TH WN COPPER IN 1/2'C MATCH CIRCUIT BREAKER. PUSH BUTTON MOMENTARY WHERE EXPOSED. LIGHTING CONTACTOR 4. MOUNT TIMECLOCK & CONTACTORS ON COIL. T CONTACT 0 0 2. UNLESS OTHERWISE INDICATED, IN CONTROL SECTION OF MAIN PRO\ADE ONE SYSTEM FOR SWBD. REFERENCE DE.TAIL. LC1 WALKWAY LIGHTS AND ONE 5, ALL EXTERIOR LIGHTS TO rn LIGHTING CONTACT PUSH BUTTON MOMENTARY SYSTEM FOR PARKING LIGHTS. BE CONTROLLED BY P.E. 0 CONTROLLED BY LCC. O-LCONTACT - OFF TIMECLOCK TO BE TORK MODEL CELL ON, TIMECLOCK OFF. 0 DIN2. (2 CHANNEL) Basketball BASKETBALL & VOLLEY BALL . WALKWAY PARKING 1 .5 13.3 13.3 13-:1 13.5 1 .5 1 11" .5 15.0 14.5 3 4 4.9 11� .4 LIGHTING CONTROL DIAGRAM (�10� LIGHTING CONTROL DIAGRAM 11 2(.8 2' .0 21.7 20.6 18.4 6.1 15.8 16. 1 18.5 20.6 21.6 �2 NO SCALE NOSCALE 21 .1 28.4 26.0 22.4 0.6 20. i 22.5 2.6.0 28.3 2j .8 B4 3( .9 28.3 25.4 22.6 3.0 24.6 22.9 22.5 25.3 28.1 3( .4 B3 2 �2 .9 -0 24'.3 27".7 30*.Q 219 3( .7 30.5 28.0 24.5 2( .4 27.5 26.4 23.0 21.4 20.1 21.2 22.7 25.9 26.7 2! .3 2( .6 21.0 20.0 19.3 18.9 18.8 18.7 18.8 19.2 20.0 V .3 1111 .7 16'.9 17*.7 17*3 17'.3 11 17'.0 16'.6 16*1 15'.5 1!.0 A A 16.3 16.1 16.7 17.0 V 17.0 .2 16.2 15.4 14.3 C .6 Y. A Volley Ball > 2' .1 19.3 17.3 17.3 ' 0.0 16J 1.5.5 16.9 11.8 M F_ 12.6 12.5 12.3 1 .7 13.1 1 .2 V .3 gg 1 .2 1 .2 1 18.1 16.6 16.7 1 HIM9 fl .4 .3 18.9 4.8 11111.1 112 12.6 13.7 13.8 14.8 15.1 1­8 A', a kk-A.1`11i s 11 .7 191.5 19'.5 18.9 18.3 17.0 1 .3 1 .9 1 .3 1 .0 1,.0 .60 Ftc Countour Level 14 .5 1 .0 .3 1 .4 1 .9 1 .3 111 .4 R Ji r EXISTING M ROSE g GARDEN 21.1 24'.4 231.0 21.3 20*.6 19'.9 19'.4 18'.8 19'.0 18'.7 11 .8 11 1$ .7 2 .1 2 .1 2 .9 2 .2 2 .6 2( .2 qg FO �tl,p-gpg �.g M M gig 24.5 25.0 219 31�.1 31.7 28'.4 25.8 22.5 21.6 2'.1 22'.9 2 .7 2 .1 3 .3 .3 .3 32.8 34.1 310 C: 29' 31-9 3 '.9 3 '.4 .2 2 .8 2 .9 3 .5 2f .6 39.8 31.1 37.1 37.4 37.4 42.1 4 .7 1110, 0 Eli 1 ER 12". I B1 I 'g, z 2 7 27.9 g �11. - mg V1 MR-0 4�, 4'16 3 '.8 3 '.7 '2 2 i 2 '.4 26.4 28.8 3( .8 RM......... f 01.0 4'qlffll�l 36.1 37.0 35.6 34.9 38.4 42.4 41' .6 > V132 10 15 t_1 I ft N. Mg v,. �p. 1W M 318 1011 ii, gg 10T R. ­T, 4( .0 36.9 33.0 28.4 )6.0 25.7 24. 24.7 27.3 29.3 21 .1 I 37.2 37.3 39.6 41.8 4'13 36.8 101 29.1 2 19.4 20.' 21.3 23.9 24.7 212 4.5 1.7 311 31.8 ?g 2( .1 28.3 29.6 30.6 32.0 33.4 3� .O _g m ,gtg J_ 1 .0 1( .2 2A .4 2 .3 2 .7 1 0 16.3 1 15.8 16.3 2f 23.0 24.9 ' .6 11� .2 20.8 21.3 20.6 ISM M g� g .......... . MIN ) r 11 .2 14.7. 115.9 16.1 17.5 17.9 11 .0 VOLLEY BALL :BASKETBALL mgg gggg gv� iiit�U '. R, i, # ,K I M g ..1.5 71,411. 0, 01- gg"z Elf, z LUMINATION MAINTAINED IL &INT�INEb ILLUMINATION 12.3 12.5 '113.6 13.7 14.7 14.9 1&6 HORIZONTAL FOOT-CANDLES Ell M HORIZONTAL FOOT-CANDLES V ­44A­ 111R"'Ir Mffl, n. 12.3 12.1 11.5 12.9 15.0 Average: 23.81 Average. .101 22.07 12.3 14.0 N -M rV.; aw _g4. MOR V,K_�, V�M;, N a Maximum: 45. % Maximum. 42.57 Minimum: 11 9 Minimuni 113-31 1 : Avg/MI6: 2.07 Avg/Min: 1.66 PRO WE A- 3.07 Max/Min: 3.20 Max/Min: Number of Luminaires: 2 Number of Luminaires: 4 KW Consumption: 2.20 RW Co:nsUnjptIon: 4.4p ION, Maintenance Factor: x 0.800 Maintenance Factor: x 0.800 66 SECU " ITY/PARKING PHOTOMETRIC LAYOUT 9� BASKETBALL AND VOLLEY BALL PHOTOMETRIC LAYOUT- (�8 NS 40 - off If SCALE 1 SCALE - 1 = 10' - O" ON M. - I W6 11111;"'140 -10 APPROVED BY: DRAWN: L.P.M. I These plans have been reviewed by the Coachella Valley Water District in 5 H E E T FREFAREP E3Y: NO WORK SRALL BE DbNE ON THIS ESSI in accordance with Water Code Title 7. Division 1, Chapter 3, Article 10.8, Section IT)"i OF FALM DESERT SITE UNTIL BELOW IS NOTIFIEb CHECKED: M. 6559-7 et-,seq. requiring-efficient landscape and irrigation Aesign in cooperation E OF INTENT40N TO EXCAVATE. 0 ol governing agerity (City or County). DATE: MARCH 2,2000 4 with the loc Undergroud-SeNic-is -�ert CITY OF PALM DE5ERT DATE: DWG FILE PDCCPKE? 0 FI�LM DESERT GOUNTR-r GLUB Uj RCE NO. 'XXXXX EXP. DATE XIXXIXX M;M Call: TOLL FREE a: Date ---------------- ----------- ------ E ' 2 Eingineering Incorporated' JOB NO: 9905011 E 9333 PREPARED UNDER THE 5UPERV15ION OF: Water Management Specialist Consulting Electrical Engineers 1 -800 APPROVED: EXP SEP 30 2001 GOMMUNiTY FARK ------------------ 227-2600 Ser PALM DESERT R% vice Director APPLE VALLEY FAX(760)242-1092 ELEGTRIGAL FLAN (760)242-3369 (760)773-4478 TWO WORKING DAYS BEFORE YOU DIG 0 1110 0 RAYMOND 0. LOPEZ -74 DATE: 0 F NO. OATE BY APPV DAI-E dreamjoe@earthlink.net dreamjoe@aol.com LAN05CAPE ARCHITECT, C.L.N. 34 REVISIONS Q DREAM ENGINEERING INC.2000 LC1 LC2 n,62 0*' 0 2�.6 20 -0 ("o 1 9�- jr . � FIXTURE SCHEDULE VOLTS MOUNTING SYMBOL DESCRIPTION v LAMP MANUFACTURER/ CONTROL . PART NUMBER AND A.C. BREAKS ASSIGNMENTS POWER NOTES SYMBOLS ELECTRICAL PO E O Y . HIGH ABUSE 12" 1 - OWMH COOPER LIGHTING REF. CONTROL A O 5 _ _ _ _ MANF TESCO PANEL DSBN W SQUARE CEILING MNT. MH-HC-HE-50 H 120 LL DEZ DIAGRAM 2/E2A — T _ � STRIP FLUORESCENT (1)-40WT8 KENNAL SWITCH 1 � DUPLEX RECEPTACLE OUTLET. MOUN AT +15 VOLTS 120/240 LOCATION REF POWER LAYOUT -IB W RISMATIC LENS 9 7170 UNLESS INDICATED OTHERWISE. PHASE 1 FEEDER — REF. A.C. SINGLE LINE -� 4 " WIRE 3 AMPS 00 HIGH ABUSE 12 (1)-100 MH COOPER LIGHTING REF. CONTROL RECEPTACLE OUTLET. GROUND FAULT C 2. DUPLEXN _ 0 - - - -H-1 - -DEZ DIAGRAM 2 E2A SQUARE WALL MOUNT MH HC HE 50 20 LL / M.O.C.D. 200 AMPS MOUNTING SELF STANDING SQ -1 GFCI CIRCUIT INTERRUPTABLE. MOUNT CENTER AT +15' C L V CN P C P B C G C UNLESS NOTED OTHERWISE. K 0 0 00 H K 0 R K R 0 SPECIAL PURPOSE RECEPTACLE OUTLET. SUB- T DESCRIPTION/ A L NN A T L N T N N 3' # LOCATION D T TC S BKR E C D D D PC _SCRIPT INDICATES FUNCTION. MOUNT CENTER AT +15" UNLESS NOTED OTHERWISE. CONFIRM EXACT TYPE AMPS E AMPS S H R R LOCATION WITH OWNER PRIOR TO INSTALLING. 1 GENERAL. PURPOSE LIGHTS 349 C A 20 1 12 12 2 GENERAL PURPOSE RECEPT 180 N A 20 1 #12 #12 4. O JUNCTION BOX MOUNTED IN CEILING OR WALL. 3 EXTERIOR LIGHTS 581 C C 20 1 #12 #12 MI 0 N C 20 1 1 1 4 TIMECLOCK COILS SC 50 2 2 E & # # E1 2 E3 MAIN SWITCHBOARD E3 5 HAND DRYER - MEN ' (FUT.) MISC 1500 N A 20 1 #12 #12 ELECTRICAL PANEL BOA RD SURFACE MOUNTED. 5. ELEC R 6 HAND DRYER - WOMEN FUT.) MISC 1500 N A 20 1 #12 #12 CONDUCTORS WITH GROUND RUN EXPOSED IN 7 AUTOMATIC FLUSH CONT. MISC 200 N.- C 20 11 #12 : #12 u.c.Ps METER MAIN DISTRIBUTION coNTRots 6. T -r-- -- CEILING OR WALL. REF PANEL ASSIGNMENTS FOR 8 WALKWAY W1 LIGHTS LIGHTS 1322 C C 20 2 #12 #12 NOTES WIRE SIZES. 9 PARKING P LIGHTS LIGHTS 1163 C A 20 2 #10 #10 -- 1 10 WALKWAY W1 LIGHTS LIGHTS 1322 C A # 2 — — — / j� — — — — HOME. RUN TO DE5iGNATED PANEL. REFERENCE - 11 PARKING P LIGHTS � LIGHTS 1163 C C -- #10 - / 7. ..---r— A.C. BREAKER ASSIGNMENTS FOR CONDUCTOR 12 VOLLEYBALL POLES V1 & V62 LIGHTS 1163 C C 20 2 #12 #12 / SIZES. CONDUITS TO BE SIZED FOR 20% FILL 13 BASKETBALL POLES B1,83 LIGHTS 1163 C A 20 2 #12 #12 UNLESS INDICATED OTHERWISE). NO MORE THAN __ ( 14 VOLLEYBALL POLES V1 & VB2 LIGHTS 1163 C A 12 T CARRYING CONDUCTORS PER CONDUIT 24 CURRENT N -_ •� � 15 BASKETBALL POLES B1,63 LIGHTS 1163 C C #12 SBN-7 WITH GROUNDING CONDUCTOR SIZED FOR LARGEST 16 BASKETBALL POLES VB1,B4 LIGHTS 1163 C C 20 2 #12 #12 II ' I CIRCUIT BREAKER. N A 1 1 1 � __ . RECEPTACLE RECEPT 600 20 2 2 ( MEN'S - ;� � ' ,_ WOMEN'S 17 PAVILION RECE LE # GROUND LE OTHER►IVISE NOTED 18 BASKETBALL POLES VB1,B4 LIGHTS 1163 C A -- #12 2 12 1 12 OUN 3 4 C. UNLESS 19 PAVILION Z LIGHT LIGHTS 81 C C 20 1 #12 #12 -7 — 3#12 1#12 GROUND 3/4 C. UNLESS OTHERWISE NOTED. I A ' NOTE4 A 20 VORTEX CONTROL PANEL MISC 600 C C 20 1 #12 #12 / I TYPICAL - -- 4#12 1#12 GROUND 3/4"C. UNLESS OTHERWISE NOTED. 21 FOUNTAIN PUMP PUMP 1380 C A 20 2 #12 #12 6LUMB.INL ,�y,5� — 5#12 1#12 GROUND 3/4%. UNLESS OTHERWISE NOTED. 22 SEWAGE EJECTOR PUMP PUMP 1680 C A 20 1 #12 #12 I 23 FOUNTAIN PUMP PUMP 1380 C C -- #12 d I CHASE ( Irn �y �- 6#12 1#12 GROUND 3/4"C. UNLESS OTHERWISE NOTED. T � LIGHTS 349 C C 20 1 12 12 24 EXISTING LIGHTS 7i171 —7 7#12 1#12 GROUND 3/4%. ETC. UNLESS OTHERWISE NOTED. 2 SPARE A 20 1 ` l B � ' � 26 SPARE A 20 1 -1 27 SPARE C 20 1 28 SPARE C 20 1 J f I ►- I 29 SPARE A 20 1 •- 3 I --- I 30 SPARE A 20 1 R C 0 1 PA 2 I 31 SPARE R - SBN-2 32 SPARE C 20 1 3 SPARE A 20 1 �FC 3 R I NOTE 2 A 20 1 /P 34 SPARE 35 SPARE C 20 1 : I 36 SPACE C I I � 37 SPACE DSBN-3 I TO ? ` EAT . REF1 DSBN-2012 C 38 SPACE F UFiE I 39 SPACE ITS I S 40 SPACE I / 41 SPACE A _ 42 SPACE A - / NOTE 3 / PROPOSED CONTINUOUS LOAF 18825 VA 1 PROPOSED CONTINUOUS LOAQ + 25% 23531 VA I y PROPOSED NON-CONTINUOUS LOAD 4480 VA I DSBN-1 i J PROPOSED TOTAL LOAD 28011 VA t I # 1 PROPOSED AMPS/LEG 117 AMPERES ' I I PROPOSED BUSS RATING 400 AMPERES , \ I NOTE: 1. REFERENCE SINGLE LINE DIAGRAM FOR SERIES RATING OF DSBN SECTION SHOWN ABOVE. i� \ \ 2. M.O.C.D. IS TO BE COORDINATED SO AS NOT TO TRIP PRIOR TO I BRANCH CIRCUIT BREAKERS. I c � D$BN-1 / I r 1 I1 LC1 . MEN'S & WOMEN'S R,R. LIGHTS i TO z I PANEL "RR LC2 EXTERIOR BUILDING (� LIGHTS v, r I)20A/1P N (�� TC V� \ ' W.P. ENCLOSURE VANDAL RESIST ANT 10GA. GALV, STEEL HINGE : TC1 HOT DIP AFTER —1 - _ — FABRICATION E--- ---�; — - - - - - - - - - - - �- P.E. F TC2 LCC2 3 16" STEEL H.D. PAINT 2 COATS z O C C HASP OXFORD BROWN DSBN-3 v NOTES: NOTES: 1. ALL CONTROL WIRING TO BE #12THWN COPPER IN RIGID METAL CONDUIT WHERE EXPOSED. 1. CONTRACTOR TO PROVIDE ALL •C- C MOUNTING HARDWARE. L 2. PROVIDE ONE SYSTEM FOR RESTROOM LIGHTS, AND ONE SYSTEM M NOTES FOR EXTERIOR BUILDING LIGHTS. (2) TOTAL. 2. CONTRACTOR TO PROVIDE 1. REF. CONDUCTOR SCHEDULE & A.C. BREAKER 4. PROVIDE 50VA TRANSFORMER. 120V PRIMARY 24V a WEATHERPROOF, DUPLEX, GFCI ASSIGNMENTS FOR SIZES OF CONDUCTORS SECONDARY. TRANSFORMER TO BE SQUARED 3. RATINGS OF CONTACTORS TO MATCH CIRCUIT BREAKER. PROTECTED RECEPTACLE OUTLET. AND CONDUIT. K50D13. (3"H X 3"W X 3"D) CONFIRM EXACT 4. MOUNT CONTACTORS IN CONTROL SECTION OF PROPOSED MAIN 0 3. CONTRACTOR SHALL ENCLOSE T R F. LIGHT AND POWER LAYOUT & SWITCHBOARD R T SWITCHBOA D RE L - LOCATION WITH PLUMBING CONTRACTOR PRIOR 0 2. PROVIDE GFCI DUPLEX RECEPTACLE OUTLET IN MOUNTING TO WALL. MOUNT BEHIND AND AT SAME ELEVATION. RECEPTACLE SHOWN IN HINGED O GFCI HASPED ENCLOSURE. WEATHERPROOF ENCLOSURE WITH LOCKABLE COVER. HEIGHT AS URINAL CONTROLS. MOUNT UNIT IN 5. ALL LIGHTS TO BE CONTROLLED BY P.E. CELL ON - TIMECLOCK RECEPTACLE C REF DETAIL. VENTILATED WALL MOUNT ENCLOSURE. OFF. 4. FOR ORDERING INFO" CONTACT 3%8" DIA. STEEL RUDI RODRIGUEZ 0 EPI (210) �'rr 6. TIMECLOCK TO BE TORK DIN2. (2 CHANNEL) 3• PROVIDE 6" X 8" BOX FOR WATER FEATURE. PULL 5. PROVIDE PUSH BUTTONS FOR BASKETBALL AND HASP HOOK 673-3580 OF VOLLEYBALL LIGHTS. REFERENCE CONTROL D)AGRAM. 7, P,E. CELL TO MOUNT ON ROOF OF RESTROOM. 9#12 CONDUCTORS FROM THIS POINT TO WATER G FEATURE. REFERENCE ELECTRICAL SITE PLAN. go RESTROOM BUILDING REC EPTACLE OUTLET R. R. BUILDING LIGHT AND POWER LAYOUT LIGHTING CONTROL DIAGRAM 2 IN WEATHERPROOF ENCLOSURE � ��'�` P���������� N� �p� SCALE - 1/2„ _ 1 , - 0�� E2A NO SCALE 2 NO SCALE 2 ��° °� A . c c NORTH oFF S•t�p;,o ��.� 7 DRAWN: L.P.M. APPROVED BY: - cl/Ib/"Icl LEH MOVE 5WBRD � a plans have been reviewed by the Coachella Valley Water District in H T P�E��c i�E)] BY: NO WORK SHALL BE DONE ON THIS Qi ESSIO A GITY OF PALM DESERT s P , O R N ` The 5 E E in accordance with Water Code Title 7, Division 1, Chapter 3 Article 10.8, Section #2 12/2/QQ LPM ADD PLUMBING CHA5E "� SITE UNTIL BELOW AGENCY IS NOTIFIED CHECKED: M. - 65597 et seq.-requiring-efficient efficient landscape and irrigation design in coopecation # _ . _ _. OF INTENTION TO GRADE OR EXCAVATE. tv P�'t (, with the locos governing 3 12/18/9 LPM GHANi5E-SWITCHBOARD LOCATION 4 VOLTAGE- DATE: MARCH 2,2000 �h g� ! ti g g agency (City or County). #4 12/23/99 LEH PER QUALITY CONTROL Underground Service Alert �o y CITY OF PALM DE5ERT DATE: DWG FILE:G P ?PDCC KE B XP DATE X XX XX PALM r�����T GOUT Tfi�Y GI�U r w RGE NO. XXXXX )_ / / #5 2/25/00 PM CHANCEBEAKER 6551eNMENT5 Call, TOLL FREE a NO E�2A Engineering Incorporated - 1 Q JOB NO: 9905011 E9333 PREPARED UNDER THE 5UPERVI510N OF: M water Management a cialist 9 I —800 APPROVED: GOMI iUN I TY PAR Date ------------- Consulting Electrical Engineers A * Exe SEP302oo1 �' Specialist APPLE VALLEY PALM DESERT 22/—2600 ��� ��FCT RiGP�l�\� -------------------- .�*► (760)242-3369 FAX(760)242-1092 (760)773-4478 lF 0� RAYMOND G. LOPEZ DATE: � �jT I �jJ�L �,r � Service Director OF REV 5 I o N 5 FPV0 DATE dream ae�eartfitink net dreamjoe@aol.com TWO WORKING DAYS BEFORE YOU DIG OF pL�F NO. DATE BY J CC DREAM ENGINEERING INC.2000 LANDSCAPE ARCHITECT, G.L.N. 5474 HINGE GROUNDING ELECTRODE GROUND ELECTRODE CONDUCTOR 8" 81 17 #4 AWG OR LARGER BOLTED TYPE CONNECTION DEVICE EXISTING BARE COPPER CONDUCTOR 0 '0000rx - OR STEEL REINFORCING W GRADE c NONMETALLIC PROTECTIVE SLEEVE SECTION BAR OR ROD NOT LESS r THEN 1/2" DIAMETER a DIRECT CONTACT WELD „ WITH EARTH 8 FABRICATE STL. 1 BOX FROM 9 GA. STL. NOTES: CONCRETE FOUNDATION 1. LAY CONDUIT, FILL, COMPACT RUBBER TO 90.9E MATCH SURROUNDING. GASKET 1 - 2. AREAS SUBJECT TO . �; . / . / ' 1' 2 ' STL. DOOR 8 VEHICULAR TRAFFIC, SUCH 2 MINT 1 / AS THOROUGHFARES, SHALL - / \ \\ / \ /\ \/ 9 GA. STL. BOX HAVE A MINIMUM COVER OF / \ ��\ \/ / / / 9 GA. STL. DOOR LOCK COVER. / \ SECTION 24 INCHES. NON METALLIC CONDUIT (TYPICAL). 20' MIN: NOTES: 1. REF DETAILS ON THIS SHEET FOR MOUNTING & LOCATION OF, ENCLOSURE AT SPECIFIC BRANCH CIRCUIT TRENCH DETAIL 1 CONCRETE ENCASED ELECTRODE 4 (3/8" BOLTS WITH TAMPERPROOF HARDWARE p - (3/8" BOLTS W/FENDER WASHERS) MOUNTED INSIDE OF BOX. NO SCALE E3 NO SCALE E3 2. ATTACH ENCLOSURE TO RESTROOM WALL WITH 5/8" BOLT. (1) AT EACH CORNER. REF LIGHT AND POWER LAYOUT. 3. LOCK COVER IS TO HAVE SUFFICIENT SIZE TO ACCOMMODATE "A" LEVEL MASTER .LOCK WITHOUT DIFFICULTY. 4. ORDERING INFORMATION ON ENCLOSURE FROM MR. RUDI RODRIGUEZ EPI AT (210) 673-3580 PUSH BUTTON ENCLOSURE 24 30 36 30 O 7 NO SCALE E3 z • d PROVIDE WITH TRAFFIC DTI COVER WHERE SUBJECT CONDUIT TYP. LIGHTING UG CONTROLS PULL CABINET TEST . O SECTION UTILITY METERING WALL 0 6 0" TO VEHICULAR TRAFFICW. i NOTES: 1 . REFERENCE SPECIFICATIONS FOR IT MAIN CIRCUIT 5 6 11 8 \\ \%\�N U ADDITIONAL INFORMATION ON - �\\ BREAKER - -PULLBOX. 1 11 3 �116,f T I W 2. REFERENCE ELEC ELECTRICAL SITE PLAN 2 L FOR SIZE OF CONDUITS. - DISTRIBUTION 3. DIMENSIONS SHOWN FOR PULLBOX SECTION • o ARE TO BE . AS SHOWN ON ,• ' - ,Q• ELECTRICAL SYMBOLS UNLESS - a 7 N`- - 9 � 14 NOTED OTHERWISE 0 ELECTRICAL ::. . _ :: '.:'::. :: :..ti : :*._'�:: ,. i�N �- .. .•' •..' x, :! ..•,: S..•.:t:.•.•-:_.., :i•. :.l'. :�\`'ik , '�,!'••Y� ,-i. ••1'• I� f1 21 D •og'o a SITE PLAN KEYNOTES. 4 rnlC° 2� T 6 O NOTES: 3 ,1 l O I� -� �� Al rO 'et bp QQ p• 4. PROVIDE SCHEDULE 80 SWEEPS. 1 Mid-- f'-4. »32 T P SWITCHBOARD SHOWN W/O ENCLOSURE. 4. SWITCHBOARD TO HAVE SUFFICIENT SPACE 29 � ' INTO PULLBOX WHERE SWEEPS TYP. � Q�Q0 Qj ��� P. PROVIDE IN NEMA 3R ENCLOSURE. TO MOUNT QUANTITY AND TYPE OF CIRCUIT 1 32 - o Q a�;a , Q ao.QoQ I 0 C Q ARE REQUIRED. BREAKERS AS SHOWN ON SINGLE LINE 3 2 0 0 oA9 Q o. a o a a 2. SWITCHBOARD TO BE MOUNTED - ON PAD WITH DIAGRAM AND .A.C. BREAKERS ASSIGNMENTS. a Q Q o 0 0 ,f ANCHOR BOLTS 3/4 X 8 LAG. BED OF 3/4" CRUSHED. I IIIII II lid - III I _ i_ I �" ROCK GRAVEL 12 DEEP 5. ORDERING INFORMATION ON SWITCHGEARII IIII I T II_ II Jill & 6" OUT FROM ALL SIDES 3. PROVIDE 3 CLEAR WORKING SPACE IN FRONT, MAY BE OBTAINED FROM SCOTT GREEN 4 - - _ �-- ©TESCO 916 395-8800. OF PULLBOX 10 . . PULLBOX INSTALLATION DETAIL 2 SWITCHBOARD; ELEVATION 5 _ - NO ALE •- N F .;ry.,:: SC E3 NO SCALE E3 1:. I II I II 1$ V '( � 1 I II I 16 II 20 17 12 SQ. 8 - SIDE FRONT _ DETAIL RECEPTACLE ENCLOSURE LEGEND NOTES n 1 14 GAUGE STEEL LID WITH 3/4" LIP ALL AROUND. BOTTOM NOTCHED FOR POWER CORDS. 1. LID HINGE TO BE FABRICATED FROM 1/8" I.D. STEEL PIPE IN 2 SECTIONS WELDED ALTERNATELY TO 2 -LID SLOT 1/8" X 7/8" TO ACCEPT LOCK BRACKET LID AND SIDE EXTENSION. 1.8" 0 STEEL ROD TO SERVE AS HINGE PIN. 3 14 GAUGE STEEL LOCK BRACKET FILLET WELDED BOTH SIDES T0 SIDE EXTENSIO N 2. ALL COMPONENTS OF UTILITY BOX TO BE GALVANIZED AFTER ALL DRILLING WELDING COMPLETED. 4 30" LONG X 6" SO. X 14 GAUGE STEEL TUBING POST ALL THREAD TAPPED AFTER GALVANIZING. NOTES: 5 3/4- X 14 GAUGE STEEL SCREW TAB FILLET WELDED IN EACH INSIDE CORNER OF POST 3. PROVIDE 1/4" W X 1/16" THICK NEOPRENE GASKET BETWEEN POST & POST CAP FOR. WATER PROOF SEAL. NOTE 3. - 1. ABOVE DETAIL IS FOR BIDDING & TAPPED & DRILLED FOR 14/20 SCREW. PURPOSES ONLY. UTILITIES ARE © .6. 6" SO. 14 GAUGE STEEL POST CAP. WITH 14/20 ROUNDHEAD TAMPER PROOF SCREW AT EACH - TELEVISION/ TO PROV. DIMENSIONS AND •FILL CORNER COMMUNICATIONS 24" MIN REQUIRED FOR CONSTRUCTION. RECTANGULAR CUT OUT FOR DUPLEX GFCI RECEPTACLES. _ C - NOTES`. 8 DRILL AND TAP FOR 6/32 SCREW (4 TYP)FUSED DISCONNECT SWITCH ELECTRICAL CONTRACTORS RESPONSIBILITY r 9 30" 2• VERIFY EXACT LOCATION OF 1. REF. LUMINAIRE SCHEDULE FOR PART # TELEPHONE 7.5" TRENCH WITH UTILITY COMPANY. 1. E.C. IS TO HAVE ELECTRICAL ENCLOSURE SHOWN FABRICATED AND PROVIDE A 2. PROVIDE WITH PHOTOELECTRIC CONTROL ' TYPICAL) FILLET W IN PLACE SYSTEM AS SHOWN.. 3• 1 ' X 2" X 14 GAUGE -STEEL TAB (4 CAL) LLET WELDED TO POST COMPLETE Y -•--{ TRENCH NOT TO BE COVERED NOT USED. EARTH UNTIL POWER & UTILITY WIRES 3. BOLT 10 GAUGE EXPANDED METAL CAGE 1/4" DIAM. HOLE (2 TYP.) WITH ANGLE. CAGE TO BE MINIMUM 6" OUT ARE INSTALLED. NOT USED....... CUSHION FROM LUMINAIRE. 70 4 _ FUSED DISCONNECT SWITCH 3• COMPACT TO 90%, OR TO ELEC NOT USED. ~:. 4. CONTRACTOR TO PROVIDE NECESSARY' TRICAL UTILITY STANDARDS. CONCRETE FOOTING. 2000PS1 ELECTRICAL HARDWARE TO MOUNT FIXTURE TO 8"0 X 24" DEEP PEA GRAVEL SUMP 5. ELECTRICAL CONTRACTOR TO ROOF OF GAZEBO. SCHEDULE 40 NON METALLIC CONDUIT SWEEPS COORDINATE SIZE AND TYPE OF SCHEDULE 40 NON METALLIC ELECTRICAL CONDUIT. 5 '�CONDUIT(S), PULLROPES, BURIAL �]"� 5 5. FINISH - BAKED Off! ENAMEL PAINT IN 1 "0 X 18" LONG P.V.C. DRAIN PIPE SET FLUSH WITH FINISH SURFACE .OF SLAB d� $�`��'C'( / PP � � ,. DARK BRONZE SUBGRADE DEPTHS, ETC. WITH INFORMATION 3„ 3 OF PROVIDED BY UTILITIES: Pp P s SERVICE LATERAL TRENCH DETAIL FIXTURE Z SHELTER LIGHT DETAIL RECEPTACLE OUTLET/FUSE DISC IN WEATHERPROOF ENCLOSURE DETAIL •l p,O�AG a�� 1 F� of NO SCALE E3 NO SCALE E3 NO SCALE P SOF 5�AQ E�vpp�P�Ep. DR WN: L.P.M. APPROVED BY: _ P��PPcR�D BY: N0 WORK SHALL BE DONE ON THIS 4fE$$JQ These plans have been reviewed-by the Coachella Valley Water District in S }-{ E r R N r SITE UNTIL BEL01r AGENCY IS NOTIFIED CHECKED: QQ q� - in accordance with Water Code Title 7; Division 1, Chapter 3, Article 10.8, Section � � TY a� ���M DESERT OF INTENTION TO GRADE OR EXCAVATE. ��� N''M•'N �yC 65597 et. seq. requiring efficient landscape and irrigation design in cooperotign • Underground Service Alert. .. DATE: MARCH 2,2000 �� '9 ti / with the local governing agency y . ` 9 DING FILE: � 2 GI7Y OF PALM DESE}zT D?iTE: � (City or County). y Call: TQII FREE PDCCPICE?• i�GE NO. XXXXX EXP. DATE X/XX/XX i� �1"f DSfi�T GaU�IT '►' G�U3 _ r NO • En ineerin I ncor orateC>t JOB NO: 9905011 E 9333 PREPARED UNDER THE SUPERV15ION OF: Date -------------- . ----- ------------- E�3 P /' j�/� I �/ Water Management Specialist 9 1 -800 APPROVED: *. EXP SEP302001 * GO MU1 �l I TY PARK • Consulting Electrical Engineers APPLE VALLEY PALM DESERT 227-2600 ��9 CT RtC'P���Q' (760)242-33b9 FAX{7b0)242-1092 (760)773-4478 lF O ,FOB RAYMOND G. LOPEZ DATE; �L --------------------- (760)242 DATE BY RE V I }.a PP'V' DATE TWO WORKING:GAYS BEFORE YOU dIG F CAL E L E G T Service Director OF dre�imjoe@wrtMink.net dreamjoe0aol.com © DREAM ENGINEERING INC.2000 LANDSCAPE ARGHITEGT, G.L.N. 3474 LUMINAIRE ASSEMBLY. REF, LUMINAIRE ASSEMBLY. REF. LUMINAIRE SCHEDULE FOR LUMINAIRE SCHEDULE FOR PART NUMBER. PART NUMBER. W JQ LUMINAIRE ASSEMBLY. REF. LUMINAIRE SCHEDULE FOR PART NUMBER. ROUND NON TAPERED STEEL POLE KIM CAT. NO. KRS25--5120 *AG-P LIGHT GRAY ENAMEL - FINISH. ROUND NON TAPERED STEEL POLE KIM CAT. NO. KRS25-5120 *AG--P LIGHT GRAY ENAMEL FINISH. 25' CONTRACTOR TO PROVIDE 25� POLE, FOOTING, ANCHOR BOLTS, LUMINAIRES AND Q MOUNTING HARDWARE. �4 ROUND NON TAPERED STEEL POLE KIM CAT. NO. KRS16-4120 , FM/LG-P LIGHT GRAY ENAMEL CONTRACTOR TO PROVIDE BOLT CIRCLE FINISH. POLE, FOOTING, ANCHOR p BASE PLATE BOL TS, LUMINAIRES AND MOUNTING HARDWARE. r-- BASE COVER BASE PLATE CONTRACTOR TO PROVIDE BOLT CIRCLE POLE, FOOTING, ANCHOR BOLTS, LUMINAIRES AND BASE PLATE 16 BASE R MOUNTING HARDWARE. d -�--- A E COVER BASE PLATE BOLT CIRCLE p BASE PLATE BASE COVER 6 HANDHOLE WITH REMOVABLE COVER --- PROVIDE W/BASE COVER BASE PLAT HANDHOLE WITH REMOVABLE COVER --� 6 -0 3--#3 TIES 2 NUTS/BOLT FOR LEVELING AT TOP 5" . 6'-0" 0 PROVIDE W/BASE COVER BASE PLATE �a 3—#3 TIES. D2 NUTS/BOLT FOR LEVELING AT TO P 5 GROUT AFTER LEVELING HANDHOLE WITH BASE PLATE REMOVABLE COVER > .. ER LEVELING ANCHOR BOLT TYP s . COVER I I ly"I I .I I 1=1 I hJ.�-•l i 1= 1=LIB! I �.� ,- NOTE.ANCHOR BOLT PROVIDE W/BASE �i GROUT AFT " " " Ill �Lf.11—Lrk_I I�LI I(—TI_I I ANCHOR BOLT TYP Q " _ 2'—6 �" ARE TO BE 1 40 IN LENGTH NOTE:ANCHOR BOLTS ° LESSER LENGTH SUBMITTAL NUTS/BOLT �IIIII I1=��1I AREBE 1"x68"IN LENGTH 2 N FOR _. . WILL BE REJECTED LEVELING — — -1) i II I I—I I1= LESSER LENGTH SUBMITTAL 3 TIES @D1 Z" O.C. BASE PLATE I( ` WILL BE REJECTED - .. • , V if r — �- �- 6 5 VERTICAL REBAR GROUT AFTER LEVELING #3 TIES ®12" O.C. # 0 11— (EQUALLY SPACED) _I I I"i I I;I I I—f I I—I I ICI Iy"!1 i-f I —I LI—I 11=1 I I I 111= L I ( ) — — — ANCHOR BOLT TYP —I iI — I I I I—I 1-1 Z 6 5 VERTICAL REBAR NOTE: ANCHOR BOLTS # �1 _I 1II I 1� �I I hi I =1 11= i I =1 1=I I` ARE TO BE 3/4"x30"IN LENGTH (EQUALLY SPACED) SUBMITTAL LESSER LENGTH 81-6' i I u! L WILL BE REJECTED 5 —3 rn NON METALLIC CONDUIT +— NON METALLIC CONDUIT 4 FROM PREVIOUS POLE ,. 3 #3 TIES ®12" O.C. TO NEXT POLE 3 --6,.j t--- NON METALLIC CONDUIT NON METALLIC CONDUIT-�— -+-- NON METALLIC CONDUIT _ 5 -3 TO NEXT POLE z; FROM PREVIOUS POLE y FROM PREVIOUS POLE FOUNDATION (3250 P.S.I.) • r:` CONCRETE (NO DEPUTY. . 4 VERTICAL REBAR ,. . FOUNDATION ( 250 P.S.I.) • UiRED # INSPECTION REQ ) '; • CONCRETE (NO DEPUTY (EQUALLY SPACED) INSPECTION REQUIRED) . „ FOUNDATION (3250 P.S.L) ^ 24 CONCRETE (NO DEPUTY INSPECTION REQUIRED 2,-0„ 2'-Or' p N G V� 11 N DETAIL - FIXTURE P 1 & P2 PARKING POLE � DETAIL - FIXTURE "W1 " WALKWAY POLE DETAIL-FIXTURE I�VN13,RI' SPORTS POLE 3 P 1r5 tN�E�N�V Qp�p �' - E no sA�E NO SCALE E4 _ �o o�N�ap E4 P5 ` 0 5 E4 � N O SCALE - � of�� t bkiik eveq of PQ co�'"P� DRAWN: L.P.M. ,APPROVED BY: These plans have been reviewed by the Coachella Valley Water District in 5 H E E T PRERARED BY: :.;, NO WORK SHALL, BE DONE ON THIS �OFESSIQ�y with Water' Code Title 7, Division 1, Chapter 3. Article 10.8, Section • SITE UNTIL BELOW AGENCY IS NOTIFIED CHECKED: �QQ r4(�. _ G I TY OF PALMDESERT s r g efficient ion gn n cooperation OF INTENTION TO GRADE OR EXCAVATE. �-, 1k M N 655 et. a equmn landscape and-in accordance once tV O - - •- � with�fhed local�governing agency t (City s orpCounty).r irrigation , = _. DATE: MARCH 2,2000 fir'. t y .. . design. , • �' I I d Atert. - Underground Service• � fi GITY`OF PALM PE�ERT DATE:. . DWG FILE PDCCloKE? �''' �'ALM DESERT GOUNTRY ',GL.UB ' R � N � RGE NO. XXXXX EXP. DAT)= X/XX/XX - - Gall. TOIL FREE __ _ _ E_4 . . . Date ------------- Water Mon--- ----tabs • • Engineering incorporated - JOB NO: 9so5o�1 E9333 PREPARED UNDER THE 5l1PERVi510N OF: - QQ G01YIN�UN I TY 'AR e — — — COnsUltln Electrical Engineers 1 -80 APPROVED: * MWSEP302001 * agementspec' t g >, F G --- ----- — .— 227 2sao . . 00 APPLE VALLEY PALM DESERT 9)• CT R� �� Director FAX(760)242-10§2 i I r F 0 RAYMONI7 G. LOPEZ DATE: E L G. T ! Gcl. PLAN of (760)242-3369 (760)773-4478 TWO WORKING DAYS BEFORE YOU DIG OF GAL�F Service ce D to NO DATE BY RE ( � � � PP'V DATE dreamiae@)earthiink.net dreamioeCaol.acm © DREAM ENGINEERING INC.2000 L NDSGAPE ARCHITECT, G.L.N. 3474 • w cn CITY OF PALM DESERT to co - 10 Fred Waring Drive, Palm Desert, CA 92260 - (760) 346-0611 a PALM DESERT COUNTRY CLUB COMMUNITY PARK CALIFORNIA STREET at AVENUE OF THE STATES PREPARED BY : a M RAY LOPEZ ASSOCIATES cn c-� LANDSCAPE ARCHITECTURE & PLANNING Q z POST OFFICE BOX 12885 PALM DESERT , CALIFORNIA 92255 Phone ; -7f� 0 / 772 3123 C . L . N . 3474 Fax #1 760 / 772 - 0243 -o M U) M r —I VICINITY MAP GENERAL NOTES SHEET INDEX NOTES o � f- 1. UNLESS OTHERWISE STIPULATED IN WRITING BY THE OWNER, ALL WORK SHALL BE PERFORMED DT w SUN WEBB'S BY A C-27 LICENSED LANDSCAPE CONTRACTOR. V y PALM DESERT 2. THE CONTRACTOR SHALL OBTAIN, COORDINATE, AND PAY FOR ANY PERMITS, FEES, p TITLE TITLE SHEET AND AGENCY INSPECTIONS, AS REQUIRED, AND SUBMIT ALL CERTIFICATES OF APPROVAL UPON T COMPLETION pF WORK.' L-2 LANDSCAPE PLAN C Tree & .Ground Covers ) V r4� R RpI z 3. THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION. PUBLIC LIABILITY �o a = AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS, ) (� N 3 SPECIFICATIONS, AND THE OWNER—CONTRACTOR AGREEMENT. L-3 LANDSCAPE PLAN C Shrubs Ix UNDERGROUND SERVICE ALER 4 THE CONTRACTORSR IS RESPONSIBLE FOR MAY WORKING IN THE AREA. THEIOWNERKEXn TH ALL OTHER NO SCALE EXPECTS TO HAVE ANOTHER L-4 LANDSCAPE SPECIFICATI❑NS & DETAILS CALL TOLL FREE rQ- CONTRACTOR PERFORMING CURB, GUTTER, WALL, AND SIDEWALK WORK IN THE SAME AREA. FORE y D CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH CIVIL CONTRACTOR AT NO o OG Z COUNTRY CLUB DRIVE ADDITIONAL COST TO THE OWNER, ~� 5. OWNER WILL REQUIRE LABOR AND MATERIAL BONDS, ALONG WITH A 1009: PERFORMANCE BOND 1- 800- m FOR THE SUCCESSFUL BIDDER. L—S IRRIGATION LEGEND `�`��— PALM DESERT 6. BEFORE ANY WORK IS TO BEGIN ALL PLANTING AREAS WILL GRADED, CLEARED OF ROCKS, DEBRIS, AND WEEDS ACCEPTABLE TO THE OWNER AND LANDSCAPE ARCHITECT. ALL REFUGE L—6 IRRIGATION DETAILS o TO BE DISPOSED OF PROPERLY OFF SITE. m 7. GRADE SITE AT 2" BELOW ADJACENT HARDSCAPE. CO NNTRYI DGE C UB V COUNTRY CLUB PALM DESERT RESORT C�TRYEc UB 8. ALL PLANT MATERIAL SHALL BE SPOTTED BY CONTRACTOR AND APPROVED BY L-7 IRRIGATION SPECIFICATIONS 2 WORKING DAYS BEFORE YOU DI —� 0 OWNER OR LANDSCAPE ARCHITECT, PRIOR TO IRRIGATION INSTALLATION AND DIGGING OF PITS. p 9. PROPER CARE SHALL BE UTILIZED IN THE HANDLING AND PLACEMENT OF ALL PLANT MATERIAL. L—8 IRRIGATION PLAN �j BREAKING OF LIMBS, SKINNING OF BARK, ETC., WILL NOT BE ALLOWED. ANY PLANT WHICH THE OWNER DETERMINES IS DAMAGED SHALL BE REPLACED BY THE CONTRACTOR AT E. HOVELY DRIVE 42ND AVENUE NO ADDITIONAL COST. MICHIGAN OR. 10. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN, 2% PREFERRED AND ACCEPTABLE L-9 CONSTRUCTI❑N / DEM❑LITI❑N PLAN T�� STANDARDS OF PRACTICE. AVE. OF L-10 CONSTRUCTION DETAILS SITE THE STATES g ER M U D A DUNES 11. PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. CONTRACTOR WILL NEED TO VERIFY WITH THE DEVELOPER 11 11 FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL. PLANT MATERIAL NOT CONFORMING L-11 DIMENSIONING PLAN �^ WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL CALIFORNIA DR, w w IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE w w ALL PLANT MATERIAL SHALL BE FREE OF ALL TYPES OF PESTS AND DISEASES. 71 FRED WARING DRIVE F I A AV N H w FRED WARING DRIVE � J IY a Z z w z z 3 W W 3 PREPARED BY: APPROVED BY: NO WORK SHALL BE DONE ON THIS CITY OF PALM DESERT SITE UNTIL BELOW AGENCY IS NOTIFIED aSCgp S H E E T RAYLOPEZ ASSOCIATES OF INTENTION TO GRADE OR EXCAVATE. O ,LOPF� 9 Underground Seance Alert 71n �s CITY OF PALM DESERT DATE: PALM DESERT COUNTRY CLUB LANDSCAPE ARCHITECTURE & PLANNING Call: TOLL FREE �- ., , POST OFFICE BOX 12885 1— 0 a � +� PREPARED UNDER THE SUPERVISION OF: TI TLE PALM DESERT, CALIFORNIA 92255 8 0 COMMUNITY PARK 227-2600 Tqr � ` ��� r �o Phone. 7fi0/772-3123 Fax. 760/772-02434io CF A e. / ! I NO, DATE BY REVISIONS APP V'D DATE TWO NORKING DAYS BEFORE YOU DIG NRAYMND C. LOPEZ DATE: LANDSCAPE PACKAGE o� LANDSCAPE ARCHITECT, C.L.N. 3474 PROPERTY UNE PROPERTY M PLANT LEGEND — PLANTING LIMITS C & PLANT PLANT pTY HOLE SIZE ASIN IRON SOIL COMMERCIAL ROOT �RF ..Ln .a GROUP No SYMBOL BOTANICAL NAME COMMON NAME SIZE EACH TYPE SULFATE Af.�ND FERTILIZER BARRIER TAKING MINIMUM DISTANCE <n) FROM cETca REMARKS /• T DIA DEPTH OQ t'J PLANTING PLY ESTE MAT DIT 1T 1 e ACACIA ANEURA Mulgn 24' Box 15 9 P 6 '— i i 7 i i 4 4 4 4 TREE / g • A ACIA STENOPHYLLA Shoestring Acacia 24' Box 10 9 a 6 — i i i i i — 4 4 4 -- — 4 TREE JAC 3 3 "ARANDA MIMOSIFOLIA Jacaranda 24' Box 7 9 R 6 i 7 i i 4 4 4 4 TREE 4 • WASHINGTONIA ROBUSTA Mexican ran Palm existing a skinned L trimmed 5 PHOENIX SPP. Date Patm existing 2 trimmed �,' • � TURF _{ff �.� � `I�. 9 _ 42,000 so.FT. CONCRETE SLAB 1Q TURF HYDRA STOLENIZED BERMUDA #329 I 85% coverage �j,� s `t an d BENCH 11 DGF DESERT GOLD FINES - 2 Inches thick continuous 7,500 SGI.FT. Locate In all TO R /t �� .� �� ! + • , Spread by shovel, rake smooth, compact with planter=. lv 1 tt spray from hose. No run off or puddling. 15 % coverage 3p' � { f F Contractor, to supply daily tonnage recelpts 90 tons to the Owner, upon delivery of D.G. to She site. . �. �. �,f PARK' ' .�--~''' ,� CONCRETE SLAB APPLICABLE WHEN CIRCLED ` 'f 0 A �" and BENCH r QI - Quantities shown are 'Per plant' Lei l essyam~ shown as mZ application rates. 36 Q- Sufficient to receive root ball. NOTES: + •'� Q- PLANT ESTABLISHMENT - 90 day maintenance program at end ,rF of construction and acceptance of project by Owner. 1. UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE Trees guaranteed For one year from acceptance of project by Owner. ABBREVIATIONSND USED ON PLANTING PLANS. ®- As shown on plans and per approval of Owner/Landscape Architect. ,,,�'' f � ���� ���� .✓'� ' 5�- See Standard Specifications �- See detail. _ / y~� � � f� �~ ' �-� �- Brown Trunk He i ght as noted on p tan. 12• 24 ,,_ ®- BURY 'Best Pak' 15cm to 20tm DEEP. USE 1 YEAR PACKETS. 5 PAKS FOR NO. 5 SIZE PLANT. �" TURF " "' - µ� ^�� x J[0=1WG k LEASE DESCRIPTION PL AT 6 PAKS FOR NO. 15 SIZE PLANT. U9 - Width to be 3 times the diameter of the root ball. . PULL-UP BAR ®- PLANT ESTABLISHMENT - 90 day maintenance program at end ' ' �- WITHIN A POI TION OF of construction and acceptance of project by Owner. X Shrubs guaranteed for 90 days from acceptance of project by Owner. DGF ' y0UND1N>f's �1 SHRUB STAKING - Per specifications Sheet L-4. A_ LOT 27 TRACT 213`7 1 X f"�'1 • C Tom' X O •SIVEWALx . NORTH 0 10 20 40 �. EXISTING X SCALE: 1" 20'-0" • `' • ••• ROSE .7 - JAC XLII GARDEN EX. BUILDINGS V\ ti 33OF' BASKETSP4* &Poe c 4VOLLEY ' BALL O �1O� �epp „.--..e..� 0 mil, I` .. i / .. TVi�" • ;Z�r x � f EXISTING LOl� NALI, PILASTER , AND T1/9fILAR ST= FENCE ENTRY D J f GATE I— X X ' f 'SIDEA'ALICa • — 1 f TURF EX CNA/N-LINK FENCE ' ' f 5 6 7 8 9 10 11 12 ,f� 3 fFr I1'AVILLI0IN °} DGF V I REST PARKING 1 X ? `•, `" ' ., . • ROOMS __�� f f E .. • 10 ACA S'TE' DGF' DGF X DGF • • • • 5 1 14 1 16 17 9 5 4 / V) • II 40 C7 DGF I / EXISTING C. V. W.D. q ®® I DGF • O 6 5 5 > RESIDENSE ;.4 ,21 22 ,23 ,24 � �9 RIGHT OF AWAY I II N � M O nGr 38 ' II DGr PLA YGR 0 UND CURBPACS D O I DGF ' C cuReFAcr � z EX. PATIO /ALL 2 t ---� 34 36 II N 32 33 35 sroaDALir II 2 27 28 29 30 SIDEIV • • DGFGD6 DGF �- -� '• q O OF _ -SSTRIIL9='% J 5 O DGF O S O DGF O — O 5 5 , DGF= O— O O 5 O • O DGF (� 5 DATE PALMS' I � � Zr. FAN PALMS ROiW N. PLACE. � 15 ACA ANE TO REVAN. S M PALMS r 4' F/CNOW.. PROTECT t 1N PLACE. 0 R � I CALIFORNIA DRIVE 4 PREPARED BY: APPROVED BY: CITY OF PALM DESERT NO HORS SHALL BE DONE ON THIS These plans hove been reviewed by the Coachella Volley Water District in S H E E T SITE UNTIL BE401I AGENCY [3 NOTIFIED �NDSCgp in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section RAY LOPEZ ASSOCIATES OR INTENTION TO GRADE OR EXCAVATE. �� .LppF2F,9 55597 et. seq. requiring efficient landscape and irrigation design in cooperation Underground Service Alert with the local governing agency (City or County), o s CITY OF PALM DESERT DATE: PALM DESERT COUNTRY CLUB LANDSCAPE ARCHITECTURE & PLANNING ���� T�u- �� a �'�'°�""�' o: �,' �a� PREPARED UNDER THE SUPERVISION OF: Date Water nagemen S ecia►ist.. POST OFFICE BOX 12885 1-800 �71 ,Z� COMMUNITY PARK PALM DESERT, CALIFORNIA 92255 227-2600 s�qT �� APPYD Phone: 760/772—3123 Fax: 760/772-0243 of LANDSCAPE PLAN — — --- — -------- '•'' OF N0, DATE BY DATE '"N° '"�Ki"O °ate �0� 1f01J al; LANDSCAPE ARCHETECT, ATE: Service Director REVISIONSAYMOND C.L.N.C.L.N• 3474 al L-7302 0. X TURF PROPBBI'Y UN8 PROPERTY LINE Lri /• . lUR�' coo PLANT LEGEND : PLANT PLANT QTY SIN IRON SOIL COMMERCIAL ROOT PLANTING LIMITS PROS HIE SIZE BARRIER TAKING MINI NUM DISTANCE (n) Falk; ON REMARKS SYMBOL BOTANICAL CAL NAME COMMON NAME SIZE EACH TYPE SULFATE AM�ND FERTILIZER AVILD CENTER No DIA DEPTH Oi l+J W► PYMT YAu I=C►+ ITC �P PANTING PLT ESTB invl lea 5 Gal. 6 ! t i i 4 !o ti 4 4 4 4 SHRUB �- s 1 ® J=GAINVILLEA ,t�ollaF Bush BOupa t • • 10 11 4 4 1 4 SHRUB ! CASSIA �DPHILA Senna 5 Gal. 32 ! Z 6 — — _ _ yF ® 5 Gat. 34 9 t 6 i 4 10 it 4 4 4 4 SHRUB 3 ® DDDDNIAEA VISCDSA Hopwood Rush e i 10 it 4 4 4 4 SHRUB Ll4 HESPERALDE PARVIFLDRA Red Yucca 5 Gat. 29 9 t 6 -�. , 4 ' ` CONCRETE SLAB 3j G�EI , 6 f ; _ k and BENCH Cf�AT1V L11VlC - + To R M (typical) 30' CONCRETE SLAB MATERIAL INERT MATE DOG "��PA�K and BENCH 1 RIVER WASHED GRANITE Boulder, 9 - 5ft. nm Dlarneter size as noted 10 - aft. + ,' on ptan. 1/3 buried. 4, 36 ,+ APPLICABLE WHEN CIRCLED= 14'N� �--�- X �LE DESCRIP TION unless ._._._ LEA S Ul - Quantities shown are per plant' shown as m2 application rates. NOTES: Q- Sufficient to receive root bat L. PULL—UP BAR X ` - PLANT ESTABLISHMENT - 90 day Maintenance program at end 1. UNDERLINED PORT I❑NS OF BOTANICAL NAME INDICATE X TION OF L ANTING PLANS. WI THIN A POR of construction and acceptance of project by Owner. ABBREVIATIONS USED ❑N PLANTING ..- Trees guaranteed for one year from acceptance of project by Owner. *' X 4 - As shown on plans and per approval of Owner/Landscape Architect. �` � ` 21J7 27 TRACT - See Standard Specifications ` LOT ©- See detail. O7 - Brown Trunk He i ght as noted on p tan. —� F DEEP. USE 1 YEAR PACKETS. ' ©- BURY Best Pak 15cm to 20cm DE f E S SIZE PLANT. ` 5 PAKS FOR NO. 5 +. 1 8 PAKS FOR NO. 15 SIZE PLANT. 9 - width to be 3 times the diameter of the root ball. O / x• -v - PLANT ESTABLISHMENT - 90 day maintenance program at end �` TU CD ® L of construction and acceptance of project by Owner. � Shrubs guaranteed for 90 days from acceptance of project by Owner. i �` �� �t Z g � © SHRUB STAKING - Per specifications Sheet L-4. - NORTH .SlpErlrALk 0 10' 20' 40' r EXISTING x SCALE: ,` = 20'-0" ROSE p EX. BUILDINGS GARDEN / DOD YIS -� BASKETBALL � VOLLEY +;f 0 • - LL � • � TURF •T9 / x i EXISTING LOT HALL, PILASTER YO G AND TUBULAR sTEEL �vcE ENTRY Ip f� GATE EX FAN PAW X _ ?ED _ -- X ® - --' RELOCA . ' TURF SIDEiIALK, " . ,.....,w ` 1 • 2 x TURF 1 2 3 5 6 7 8 9 10 1 i 1 ` EX. CHAIN-LINK f!!9EJ i f 1 • • fJr 1 l``Jr Fi .6 II •S ` � .... TURFVltdl � ; {. _u .. .. . IDS' PAR PARKING x I . � •,• Rom' �:�,. •- :�� ' � . Roams : 2 1 ie. 15fE5` PAR _ aIRWAca cme . • a Dnw n _ 9 X 16 0 e . 41 O &CISR7AGPURF )>m g r % t. 1 M01WIG . . . I I 40 I / > n NATIVE ,SOIL 7 = 5 .EXISTING , TURF C/) C. V. W.D. � �. -0 RESIDENSE RIGHT OF WAY + I DOD � = - MUM SOIL 38 r DOD Yl'S typical / s 37 / C p Z I = +fa BOULf/1't[? CMWACE s PLA YGR 0 UNDO t g z NATIVE SOIL u I 4 Wad R ti G • �'�. ,"� TiTRF n '�'`h . 34 35 36 i f - 32 33 ._..._.w Ff? 1 II _ 29 0 _ , Sr. PAT10 TALL ,F 5,; 27 28 w ----�, . 5 • • • , II JIYO.FAW\ f• I SS �T :f� �3 q . .—..Fe:.t. , • • t+. • ' �'_';+^' :,.4_ • . A' "L`+ • • ' • p e� •/A40 { '.PJ„v J yi" ' •k £f/ SHADE p� [rI1a. •►�, • {�_ • • �3. .• 'STRL+C7'URE'. � � . It � '`•.W ul J tF mss w `m I +��! - - - - - - - - — — - - .s f1. D E 4 i. fr i' l/�)41 \ d ® v 13 5(9), _ ® K.X 'a`G Y g icy/ °! 140 1 '' { I y I I I i s. la:z F 1 7 F T I I . _ EX. DATE PAL!!S` MW PAR MW PAR BO�ULDEjR f BOU W CAS N" BOW PROPOSED TREE t�ait�tt y NATIVE SOIL NATIVE SOIL Rtypla Wad DRNIA DRIVE o � CALF' APPROVED BY: These pions have been reviewed by the Coachella Volley Water District in S H E E T CITY OF PALM DESERT in accordance with Water Code Title 7, Division ,. Chapter 3. Article ,0.6• Section PREPARED BY; NO WORK SHALL BE DONE ON THIS 65597 et. seq. requiring efficient landscape and irrigation desi n in cooperation SITE UNTIL BELOW AGENCY IS NOTIFIED � QS�pFq with the loco) governing agency (City or C OF INTENTION TO GRADE OR EXCAVATE. PALM DESERT COUNTRY CLUB RAY LOPEZ ASSOCIATES Under aund Sernce Alert �`" �'Io �s CITY OF PALM DESERT DATE: `" ' RCE N0. XXXXX EXP. DATE X/XX/XX Call: TIX.I FREE � Q G �i � � COMMUNITY PAR Date ---- ------------ ------------ ARCHITECTURE & PLANNINGL �u PREPARED UNDER THE SUPERVISION OF: Water anagement ec�alist LANDSCAPEwal 5 1-800 �� l Z ------------------ ICE eox 12885 - LANDSCAPE PLAN t POST OFF / OF L — , ��_��On Ser ice Director PALM DESERT, CALIFORNIACALI FORNIA 92255 U 9T of ��°�� SHRUBS Phone: 760/772—•3123 Fax: 760/772--0243 M WORM DAYS BEFORE You DIG LANDSCAPE G.ARCHITECT, DATE: APP'V'D DATE LANDSCAPE ARCHITECT C.L.N. 3474 NQ. DATE BY REVISIONS ' ) GENStAL COhlDITh01rS 5) Special core shall be taken to Insure that plants in containers are adequately watered. Water for soil preparation. planting and N, A , 4 irrigation will be furnished by Owner. 06 Tines and Shnib Morrill q 3) Construction Methods 1. Osrierd Preparation of Areas a 8) Provide ewtlfkota of Inspection for al materials as required by 1) Exacwte pits with vertical sides for W plants, shrubs and trees. � A The terms and definitions stated M these General Conditions shall law es regulation. Package standard materials with manufacturer's a The crops to be planted shall be watered with a fine spray each day . all sections of the specifications as sot forth full therein. a. These pits shall be thoroughly dusted with gypsum on sides and for thees 3 do prior to planting to properly moisten the soil. aPPIY sP Y certified anal if Provide Oral b recognized IObarotar made ( ) days 0 q D P Y Yi Y� Y reaogn Y bottoms and approved by Landscape Architect prior to planting In accordance with methods estabilshed by the Associate of official trees. d 8. The indications on the drawings or the requirements of specifications b. At the time of planting, the turf areas are to be raked lightly to on z Chemists for all other materials. •- at/Gu tilts ATTArJn and listings shall be as binding as thought shown and/or required by 2 Canpoel soil at bottom of it and tam firrhl fell soil around Oat even surface, removing any deleterious materials "I both. ) of plant and water It thoroughly, using tamp Hof soil as specified 4 A �TM v fst Backfill shall be settled b tam ) Application of Motertob I 7) Plant material that will be taken from native or field grown conditions y ping and refilling to form a shallow C. All ports le the work specified herein and/or and shall an the plops basin as wide a the ball, around each ant for watering. This is tl- V AIL stEAl[D nODoerOk[s,z i/z Naw�atwr. may be completed by separate Sub-Controotors anal It shop be the shall be of o size equal to that Indicated on the plant list. The plant 9• Seed shoo be brought, mixed. and guaranteed by the contractor and to be to ritT TALL nrs�rur. I responsibilit of each Sub-Contractor to determine the effect of their material shall be dug, transported in 0 manner that dose not injure to be prior to ground cover Installation. as follows: . r the material or In any way inhibit its likelihood of survival, There a. H o seeded 10 tbs. per dross sE- 1- a r. - .-- to�o�.�w. work upon the work of others. The l.orhdeeope Controctar, however, is 3) All ants shall be set so that, when settled, the bear the some re- 98X purl! 85X minimum � .nw 4 waft Pus"rtpa u�or e.re to aoordinote the various trades under his jurisdiction. steal d it more material2) d transported sled ar stored on site thou con be lation to the required rode as the bore to the they ode be- Perennial Rye 1000 mft. y Germination ItI terei bemon ww-da a r" Awea.ar WHO e planted within two m days in al doses. botanical names take g Y R October to March 0. The Landscape Contractor shop perform on work In occordorha with d precedence over o0rrnrnon soma tore being planted. H stdenized Bermuda OM (union otherwise noted an plan) IZ ems •G e/hs^- t�arw applicable building requirements and ordinances even though such requirements350 are not specifically mentioned herein. 8) Landscape Contractor shop provihe/use proper moehinery for tree 4) No material shall he planted ii the ball is broken es crocked either Busse)* per coma a N 0 T E placement and planting. A crone must be used for: 1) any tree 36' before or during the process of planting. April to September aT �� 33 box or larger; 2) palms six feet (61 or larger (brown trunk height) Apply N e of 'Nhood o 6 PaMi �pedO ._s unless otherwise s rlcnn star ruR,cM z-/ hMaeEs tleex pr�, per IAaktt 4 t0 d lrosltb a}/b�F � approved by Owner. 5) Immedlately after planting, stake an tress to prevent damage from wind (as per dotal - this sheet) - AaKo taeAne plant akq.p pply a 1 float band ormad co 1� 2. DeAnfttono b. Wood Aber mulch of 1800 bs. per acre. - - _ - 6) Propore raised earth basin as wide as bat at each plant for TAW sACKrLL M rwex eACML(NASK) As a mile of 11PAn6. ffrondb dmW be WR A. SUB-CONTRACTOR snail neon the Sub-Contractor es his Sub-Contractor or C. Fertlhow Orb Sot! OOfidltlOners watering prior to ground cover and lawn installation. c. VKdyol-super ecology controls M-binder or equal at the rote of CWACT 10 AVOID sEMING �� - his Supplier performing work for the Landscape Contractor. - Webtliol they dliculd t WR qer. Prlmory 1) Commercial fertilizer. Shall be 'Best-Pak' 20-10-� 1 7) Grade areas around plants !O finish grade and d�10ee Of excess � PK ODre ( 4:1 slopes Or steeper). - DOOT MLL - i0 xESr all eOTTpr aF PIT � hn moldy ( !Aar p��) sot. d Water with mixture Of 3,000 gallons per aarR -I (= -i I-�- -.1111G subow I c1cator it Wien ow pdr" "*t to pudi B. WORK shag mean all labor. moterid. equipment. services, permits and organic boss controlled-released fertilizer and sol conditioner. INTO 1R101511 Ill sa �lu MA �OWIh. pyrf+OM. f�tWllC erld pdRl liodth licenses, necessary to furnish and/or install in place, all materials. a�loflb till !trio of untieiiq. 8) Wateri►g - lmmedi0tely after planting. water shag be applied to each a Simplot fertilizer 6-20-20 / 430 ba per sere PIT snAu K 3 srEs>t equipment and/or appliances specified in any on section and/or siwwn on tree and shrub. in such 0 manner as not to disturb bodkfill and to the ar� Mpp�refs 1�E ?�E TE fR S DAY PaklR beat-P�'Put CauPER reek the plans and/or specifications. 2) Proper Foadng Formula extend that all motwiois In the planting halo are thoroughly saturated ar htltL sMM ahMrEM AT rrr.Dska PR PIMOR Tp 5) EquWaot Wilt /Del►UNE e w s @Dias DEEP. ��OIL r skill a C. FIARNISH shall moan to purchose and deliver as throated by the Client. a. Trees (by trunk diameter)_ 9) Presoak pits prior to planting rootboll, ill to top of pit. After UK 1 h )Ohl WAR PACW. so�=OR 111� ►� � All materials. equipment. or appliances specified in any one section and eoch inch of caliper width use 9 poks bode 1 of fill with water to top of rootboL Continue back- a Hydraulic equipment used for the application of slurry shop hove o �III a■bsib flUirhy /2 pit, aPPtr s-n soar sISRRAtaR AT sc /or shown an the plans and/or specifications. filling to within 1' of the surrounding finish grade. Ensure rootball is built-in agitation system with on operating capacity sufficient to ogitote. RAZE OF h TAGLESPOON 11E1e OW b. Shrubs. Vines and Roses set 2" above finish grade. suspend and homogeneously mix above slurry. Distribution lines shall be CA,I OF wAIM BEEP 1dlA1Els19 EMTiER D. INSTALL shall moon labor, materials, equipment, services, necessary to set in lace. connect, hook-up and/or appliances fumished b the Place Best-Poke in lent it at the time of planting. large enough to prevent stoppage and to provide even distribution of (�� p p / pp y P P P 4 the slurry over.the ground. In order to fociliote proper coverage, the /�► fiEfER TO NIRI9A� DE'fAil.B Sub-Contractor and/or others pump must be capable of exerting up to 150 psi at the nozzle. The slurry ` S0MON '� 7REE P�"ANMNG - _elf OF EMTi M TYPE. fl:TC, 1 poi for one gallon Containers and liners. D. Ground Cover Planting looks shall have o minimum capacity of 1500 gallons and shill be mounted A 7 E. CONTRACT shall consist of the written agreement between the Contractor 3 peke for five gallon containers on a traveling unit which will place the slurry tank and spray nozzles within and Client. Plans, General Conditions. and entire Specification Section 9 poks for 15 gallon containers. 1) Ground covers shall be planted sufficiently deep to cover all roots and sufficient proximity to the areas to be seeded so as to provide uniform for the work being performed and what is Indicated in one part shall be spaced as specified in ground cover list on Landscape Plan, distribution without waste. as binding as if indicated in all parts. 2) Ground cover plants shall have been grown in flats and shoe remain in b. The Mixture of stoions or seed and additives are to be applied by MNWN GRADE F, CONSTRUCTION SITE shall moon the site as indicated by plans and 3) Apply vitamin B-1 root stimulator at the rote of 1 tablespoon per One those flats until time for transplanting. At time of transplanting the flat Hydro-Mulching machine. The nozzle height shell be between six (6) specifications. gallon of water. sot shall captain sufficient moisture so that the soil does not fall apart feet and ten (10) feet above ground level. Discharge pressure at the when lifting plants from flat. Each plant shall be planted with its propor- nozzle shall be 100 psi. N 0 T E: __ - tionate amount of the flat soil in a manner that will ensure a minimum of UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT IIII-IIII= - - 3V Add On'o (Extfae) disturbance to the root system, as Spraying shall be done in o sweeping motion allowing the slurry to fall EDGE OF ROOT BALL. DO NOT CRACK R0078ALL A purchase order is be Issued to the Landscape Contractor prior to the execution 3 Ground cover tents shill not be allowed to dr out before ar while evenly and eventually building up a fairly consistent matting. _ = aantian� washed P Y 'n h r n - . of work other than reified i the Contract, The Contract cannot be specified d plants will n - emended or added to except by an Amendment es Purchase Order signed D, Plan Mstructlone for Patine being planted. Wilted parks of be accepted by the Client. Any work performed without such an executed writing shall 4) At the time of planting ground cover plants the earth around each plant H, Pots Orb Moveable Plant Containers PROVIDE 3 INCH BERM I III III--- UNDEaMM 9M be presumed to have been included in the Contract without additional charge. CARE OF TRANSPLANTED PALMS IS A5 FOLLOWS: shall be firmed sufficiently to farce out all air pockets. _ - . - 1) Where holes ore provided, fill bottom of pot or planter with a two - . - 1) Upon arrival the palms should be planted immediately ar stored for no more {2] inch layer of drainage gravel and cover with 1bKgloss mat t ex 5 GALLON SHRUB (typ.j _ _ e. ROp1BALL 4k�z-- . than 3 t0 4 des in a shaded area where the total tree must be misted frequently. E Pktnthiq h10tN BURY 'Bast-Pak' 6' TO 8" DEEP. I I i SPEM C�DITiON'a if the ate stored for more than o day, cover the rootbals with h burin tar Y 2) Soil for bockfill containers shall be Block Mogie potting mix, or equal USE ( 1 ) ONE YEAR PACKET. MULCH - WHEN REO, �.E _ . - - _ r- --"---- PN.M PIT Y Y P P as specified under Planting Specifications FOUR PAK5 FOR 1 A 5 GALLON SIZE. 2 INCHES THICK _ III and keep the torp moist. 1) Before any plants are planted• all planted areas are to have been graded EIGHT PAKS FOR 15 GALLON SIZE. _ _ _ __ _ 1. Permits and Surveys in an acceptable manner to assure positive drainage. FINISHED GRADE _ - 3) Fill pots at an elevation of 2" below top of the pots rim. - - _ =1I�II h h -IIII , Palms should II lifted off the setting the choker to outside IIII IIII } IIII 2 Unloading- al a s ou d et o be mindfu Y 9 The Landscape Contractor shell extoblish and verify through Survey all lot Imes, i 2) Planting arose shall be cultivated so that there are no humps or hollows. so to turn the palm to the inside as it a lifted n chokers only. Crone operator lip [ r drainage t h containers.pa N,Ao y op 4) observe details ilea with the proper d o e a these r r 9 P a9 ]_ ;_;__2E_ _ Right Of Whys, surveys. Linea and various restrictions. The Landscape Contractor and choker-setter should keep a-shorp" lookout that the heads are not caught. pulled snail furnish all surveys. Permits and licenses required for the execution g P 3) Boxed trees will be selected/approved by either the Owner or the - _ - BACKFILL NATIVE of the work shall be procured and aid for b the Landscape Contractor. The on, bonged into or shaken; which Con damage the bud. (NATIVE) rile^ h•-e^ P Y P Landscape Architect. ���� mint mina Landscape Contractor shall give all notices, call for Inspections and comply with i = ROOT BALL all lows and ordinances bearing on the work. 4) Ail 5 gallon trees or larger will be stoked per detaail - this sheet. L Watering -IIII 3) Planting Pits- Planting pits should be dug 5' x 5' wide and 7' deep. Pits should be -1 11_ =11= �--- EXISTING SUBCRADE backfilled with send up to the level that the rootboll will be set at. opproximotely 5 Landscape Contractor shall be res oncible for stockpiling b nurser 1) Lawns (Hydra-seeded) TAMP BACKFILL MIX FIRMLY. I 2 Contractor's R sbiltdew V to 6' depending on the depth of the rootball. Palms should not be planted more } P P q ( Y Y) COMPACT TO AVOID SETTLING IIII organ p g deg p of tree boxes and 'insuring they are returned to the suppliers in good PIT SHALL BE 3 TIMES TI4: than 1 ft. below the orin inal rode. This example is for Phoenix Doet afros condition. Landscape Contractor shall notify nurseries for pick-up. at a rate to commence immediatelykmuch often completion of job and p continue SEC11�N "" PALM PLAN IINV 9 g P YI aP Y D P at a rate necessary to ice mulch moist without drying out o puddling. DIAMETER OF THE ROOT BALL. The Landscape Contractor shall give t from supervision la the work, using his approximately 4 x 4' x S balls, other varieties would be characteristicallysmaller Y keep Yi 9 t 9• APPLY B-1 ROOT STIMULATOR AT THE RATE PRESOAK PIT PRIOR TO PLANTING. D best skill and attention. When absent from the job, he shall appoint n PP y 6 Contractor shall be responsible far maintaining all cant material until Normally irrigation once d HOUR for r short duration and Continuing this OF 1 TABLESPOON PER ONE GALLON OF WATER. ar larger depending on variety. ] P g P procedure each and aver do light hour, seven 7 SCA4E supervisor capable of discussing minor mutters with the contractor on the fend inspection and approval by Landscape Architect. Y Y g ( ] dogs o week will be Site. He/she shell carefully study and compare all drawings, specifications suffcent. this continual moist condition to prevoil each and every day un- and other instructions for the work, An work indicated in a manner which 4) Use a washed concrete send for backf ll, which has variable sized groins til seeds have germinated. After the rooting stage Is completed, irrigation Y 7) Landscape Contractor shall submit with bid the unit prices for trees, would make it difficult to produce first class work, or any discrepancies This type of sand appears to be the best to meet the following criterio: shrubs, vines and should still continue on the basis of at least once or twice a day until turf or conflicts which appear between drawingsand specifications and local espaliers. Ground cover per square foot of spacing is well established. sP indicated an pion along with total square footoges. ordinances or restrictions shall be referred to the Contractor for a) Support to hold the tree straight, good water retention. good drainage for SEC'1i0N SHRUB PLANTING interpretation or correction before proceeding with work. Any alleged for excess water, low in salts. As good he this sand apperars to be, if it is 8) All plant material shall be spotted by Contractor and approved on 2) Container Material (Plants) - extra shall be presumed to be part of the Contract with additional not " watered-in' correctly, it does not serve its purpose. The sand must site by the Landscape Architect prior to the digging of pits or in- charge unless certified by the Landscape Contractor and the Client. be washed into the voids around the roots to achieve a good inter-face stallation of irrigation. Contractor to notify owner 24 hours In advance a, Immediately after planting, apply water to each tree. shrub and vine by Q If voids remain they create a barrier, slowing root regrowth and there- prior to review. means of a hose. Apply water in a moderate stream In the planting hole M fore the establishment of the palm. Poor watering practices and/ or poor S. Hidden Obetades ages anaerobic which is responsible for black-stinky 9} Contractor shall verify location of all underground utiliteh and services until the material about the roots is completely saturated from the bottom water management encourages of the hole to the top of the ground. soured rootballs or the reverse, dry trees. the #1 cause of decline in trans- pries c s digging.. Contractorso. assumes full responsibility for all dom- Prior to cutting into the soil, the Landscape Contractor shalt locate all cables, looted alms is water management, 2 is hondlin ages caused by tolure to des s0. Y conduits, sewers, septic tanks and such other utilities as are commonly P P age / g• b. Apply water in sufficient quantities, and as often as seasonal conditions encountered underground and he shall take proper precaution as not to 10) Plant list Is for information only. Contractor shall base his bid and shall require to keep the ground wet at oil times, well below the root system of damage or disturb such improvements. If a conflict exists between such 5) Water (Initial) - Palms shall be placed in the pit and watered in as they are back- install all plant materials as shown an plan, gross and planting. Do not cause erosion damage in watering slopes. obstacles and the proposed work, he shall promptly notify the Contractor filled. Watering shall be done with a pipe sticker, 6 in length topped with a 90' elbow BOULDER NOTES who will arrange for relocation. Landscape Contractor will proceed in the same and placed on the and of atleast a 3/4 inch hose with adequate volume. One laborer 11) Separate all shrub/ground cover areas from town areas with either 2" x 4" c. Contractor shall water all new & existing plant material by means of a hose, or manner if rock layers or any other condition encountered underground makes shall wotk the sticker up and down, washing the sand down around the rootball as the redwooder headerboard or redwood benderboard (3 each - laminated) by manually turning on the valves, or by setting the timer until acceptance by the 0 changes advisable. backfillin Is accomplished. The bockflll sand should be thoroughly saturated before Use two 2 olv. nails, 6" D.C. to laminated benderboord. Stoke both Owner orb the and of maintenance period. Contractor shall water in sufficient 1. Installer t to ld responsible to prevent any severe shipping or , going on to the next palm. it Is of utmost importance that this Isdone as the palm with 1" x(2�' x 12" redwood stokes spaced 48" on center maximum. Unless quantities, and as often as seasonal conditions require to keep the ground wet damage to boulders during the placement process. is being planted, not later in the day or the next day. otherwise noted on plan, at all times, well below the root system of grass and or planting at no extra 2. Boulders are to be placed using cables from a loader boom or a cost to the Owner. Do not cause erosion damage in watering slopes. Boulder Placement Boom. d. ReeparwbMity for ftiur nehtp 6) Water (supplemental) - Palms prefer lots of water In well drained soil. In most 12) Plant shrubs a minimum of 30" from all landscape light fixtures. 3. Installer is to pay particular attention to how boulder is lifted to Neither completion of the job nor final payment shall relieve the Landscape planting locations this requires supplemental watering, in the win of a sepperate 13 Whenever possible plant shrub centers a minimum of 36" from sidewalks, plow boulder to be spun in order to set boulder in its most desirable P Position. Contractor of responsibility for quaronnteed stated in the Contract, or of emmitter/ bubbler system or by hand watering. At the onset from planting to app- curbs, walls, and buildings, etc, unless otherwise noted. If shrubs ore shown a Pratectkln Of Project responsibility for faulty materials or poor workmanship. The Londacope roximately 30 days after irrigation system takes over) the landscape contractor closer than 36" Contractor shell brim it to the attention of the Landscape 4, Boulder is to ultimately be set !o o minimum of 1/3 buried (See Detail), 9 � P 1) The Landscape Contractor shall carefully and continuously protect and Contractor shall promptly remedy any defects which occur during the must check for water penetration as well as drainage throughout the root zone Architect Owner prior to planting irrigation for possible relocation. 5. All cavities and voids near the bottom of the boulder are to be / P P 9 / � 90 P maintain tell arena included in the contract, including town areas, plant Guarantee period. Notice of observed defects will be forwarded to the at least once a week and monthly thereafter for duration of warranty. These set below finish grade. Client by the Landscape Contractor in duplicate, The Client will return findings must be entered in a log with the dates and Initials of person responsible. 14) Install 'Deep Root' root control products per manufacturer's recommendat- materials, eta., until final acceptance of the work by owner. one (1) copy to the Landscape Contractor, noting thereon what action was taken. The simplist way to facilitate the water monitoring is to install a 1 or larger ion for all trees located closer than 10-O" to hardscope surfaces such 2) The maintenance foreman on the job shall be a Competent All questions arising under this article shall be decided by the Client. perforted schedule 40 pipe, the entire length wrapped with filter colth and capped as: curbs, sidewalks, buildings, wells, fences, concrete mowstripes, etc. supervisor, experienced in landscape maintenance and 5. Termination of Contractor on the bottom and. this pipe is to be placed adjacent to the palm before back- At no additional cost to owner. capable of discussing matters on the job site. filling and must extend 1 ft. + or - 5X below the bottom of the rootball. A loose Contractor reserves the right to terminate the Contract if in his fitting cop shall be kept on the upper end of the pipe and a measuring tape can 15) All vines and espoliers to be removed from stoke or trellis and fastened 3) Workman shall present a neat appearance at di times and shalt conduct g be lowered into the pipe to check the water-level. Monitoring should be done the to walls with approved fasteners. all work operations and dealings with the public in a courteous manner, reasonable opinion the Landscape Contractor is not performing the Contract as prior to applying supplemental water. After initial watering-in, as described in #3 Workmen shall be fully clothed at oil times. required. Client will renumerate Landscape Contractor for work to dote of above, water the palms with a good soaking (100-150 gallons/palms) every 5 days. 16) Provide all shrubs which need support with 1/2" square redwood stake, termination. Further. Client may reduce the amount of work required Watering amounts and schedule ore estimates and are subject to change by Ray Once installed, trim top of stoke 6' below top of shrub, Use green plastic under the Contract, but not by less than 10% of the amount originally Lopez Associates (RLA) representative after reviewing the log and oberving in the ties 6" on center. K. INSPEC110NS - 2 two Rfelkli & Find contracted for with a corresponding percentage reduction in the Contract field. k10ry price. 17) Whenever possible, use plant materials acclimated to the Coachella Valley. Preliminary inspection shall be called by the Landscape Contractor at the and of the planting S. 7) Recommended amendments to the bockffll: "Stem" - High in micronutrients, is manufoc- operations and the final inspection of the end of the 90 day maintenance period for the purpose hisurdnee lured by Peters; and "Basic H" developed by the Shaklee Corp. Those two are of determining compliance with the plans and specifications Intent, workmanship and clean-up. available from Wm. D. Young & Sons; or from Western Form Service; and Shaklee Landscape Contractor shall accrue written verification of inspection dotes. Any corrections The Landscape Contractor shall carry all Worker's compensation, public liability, and Corp.. Hayward, Co, respectively. Apply at a rate of toz, of "basic H" and 2 table- required to inspected area must be completed before acceptance of corrective work by Owner FINISH GRADE property damage insurance as required by all applicable code% regulations, spoons of Stem" in a 5 gallon bucket of water. stir it up and dump it in when the F. Soddbd Laeln and or Landscape Architect con occur. and the General Contractor. These policies shell be maintained during the bockfflling is almost done. Then thoroughy water In. M life of the Contract and should be produced t0 the General Contractor/Client upon request. L. GUARAN1W N 8)" After 4-6 weeks opplx bibs. a tree, and at 6 month intervals apply 5-6 lbs. o tree 1) Rocks and debris larger than one inch in diameter which are brought to 7. Interpretation of Drown and Documents Wood-Ace Palm Special fertilizer should be applied the surface by cultivation shall be removed from site. I. The Landscape Contractor shall guarantee all plant material (except for box Drawings in a V band around the base of each palm. This is available form W. D. Young or trees) for a period of 90 days after fine[ inspection and acceptance by the 1`7 The Landscape Contractor is responsible for strict adherence to the 46- III I Western Farm Service. 2) Soil shall be left 2" below finish grade as the sod will bring the level Landscape Architect & or Owner. Box trees shill be guaranteed for (1) one year. contract documents. All plants. products, and materials shall be provided to the proper height, �' as indicated on the documents. Any changes or substitutions must be 9) As a rule of thumb, strings should be left tied for opproximotelyy 45 days. In windy 2. The Landscape Contractor shall within ton (10) days of written notification by I I I I approved by the Landscape Architect / Owner in writing. Landscape weather they should be left and to hot dry weather they con somtimes be untied 3) Areas to be planted in lawn shall be finished smooth to present a neat Landscape Architect, remove and replace all guaranteed plant material IIII I I Contractor shall take full responsibility for adjustments to any sooner. the primary Indicator is when the palms start pushing now growth, it should and uniform grade prior to installation of sod. which for any reason fails to meet the requirements of the guarantee. Re- ­ Contractor or work that is not approved. be ready. On Conariensis only untie the tight strings ( usually 2) leaving the loose placement shall be made with plant materials originally specified and shall 90'1. COMPACTED string for opproximotely 1 month longer. 4) After preparation of soil, the area must be pre-irrigated to wet it to meet original guarantees. SUB-GRADE 8. Addendurn a depth of four (4) inches. It shall be damp but not muddy and without LEVEL GRADE 10 After 14 des then month) spray the fronds foliar drench with the following mix- depressions days y sp y ( ) g 3. Unless otherwise specified herein, the Contractor, upon completion of the Any and all Addendums issued by the Client during time of bidding shall tune. No compound should exceed its recommended rote. The following rates are entire work described in the Contract, shall provide the Client with a forma part of the drawings. specifications and Contract Documents. and for a 100 gallon tank mix. 5) Initial placement of sod shall be done at the latest twelve (12) hours T E Pa g sp 90 written guarantee for o period of one (1) year from !fie date of acceptance �- sholl be included b the Landscape Contractor in his r after it is delivered. It shall not be left in the hot sun nor left in rolls 9 year p BOULDERS IN CLUSTERS ARE TO y proposal. and that during said one ar Kind, all defective workmanship and/or or staked overnight. a) Kocide• 101 w.p. (3/4 lb.) or Manzale•• - tqt./100 gallons. materials shall be repaired anal/or replaced in place, including any work BE SET AT VARIED HEIGHTS 9. Propow GuarontN or other which has been damaged by such defective workmanship and/or b) W. R. Graces Minor-Grp (1/2 Cup). 6) Prior to placing of sod. broadcast the fertilizer auppplfed by the moterfals, and by the repair and/or replacement of same, at no additional r'j Unless otherwise stipulated in writing b the Owner, Pra osal s when submitted c) Hydrated urea 5 cups or 2 1 lbs. grower at a rate recommended by him. `,.,,:) p g y p { ) ydr ( /2 ) cost to the Client. must be accompanied by a proposal guarantee consisting of a certified check d) Spreader Sticker - 8 oz. "Basic H". I T of bid bond payable to the Owner in the amount of ten percent (10) of the e) 1 lb. Benlote/100 gallons of water. 7) Sod shall f unrolled4shall and placed oaramp in a staggered pattern. I ' '1 A piece of 2 x 4 shall be used to tamp each roll against the adjacent � total amount bid. Any proposal not accompanied by such a guarantee will not PI g jo be considered. 3f a bidder to whom a contract is awarded fails or refuses to Option: Add a general insecticide to prevent insect larva infestation, strips M. ALTERNATIVE BID MAINTENANCE execute the contract documents or furnish the required insurance policies and ALL RATES ARE RECOMMENDED ONLYI DO NOT EXCEED LABEL DRECTi0fJ.4. F_bands as set forth in those documents, the proposal guarantee shall be forfeited BE SM TO FOLLOW ALL LABEL NdMC7KM 8] Sod shall be tr'unmed to conform to lawn shapes designated to planting 1. Contractor snail submit an alternative bid for 90 day mointenartce period. Ian. p D n ELEVA110N BOULDER DETAIL h1 to the Owner. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents, 11) Without prior written approval from RLA n h r i within 6' of the 2. Plant maintenance work shall consist of applying water (except initial watering -+i of lapis weedin caring for, edging and mowing fawns and performing the L irrigated ter u hl provide cod , trunk and do not apply herbicides within enK area en wine is usnn more 9) After sod is laid it shop be r gated t a g y to p g plants). 9 g 9 9 g P 9 NO SCALE s. PP Y 9 9 9 80ULDER /� than 5 mph. Weeds ore best controlled with pre-emergent herbicide or hand moisture penetration, fallowing final plant establishment work. Q PLANTING SPECIFICATIONS weeded, • also called Copper T. S. (alternate 1 qt. Bravo 500/100 gallons H ) 10) All sod o^cos shall be rolled no Toter than five (5) days after A. The entire project to be maintained for o period of 90 calendar days 1. Seeps of Work - soil preparation and planting per plan. p stollotion. Sod shall conform with finish grade, existing sidewalk and commencing from the time all items of work have been completed to the •' also Lolled Dit„anal Plowable (alternate 1 t. Brow 500 100 gallons H O contours. A second rolling will be necessary if the first does not satisfaction of Landscape Architect / Owner. n 2. Materials ( q / 9 ) most with these specifications. 8 > 0 . During the find 90 caiendor day period, all plants and planted areas A. General - all material shall be best available. 3 Gonerd Wank Procsdures 11) All sod shall be handled and laid in o high standard workmanship shall be kept well watered and weed free at all times. "'a • manner. All ends, joints and cuts to be fit and tightly joined so that 1) Do not begin soil preparation and planting until all work such as Work praeedllra shell follow best +unary p►actke, there are no voids and the final oppeoronce is one of continuous C. Apply 'Gro-Power' of 25 tbs per 1,000 square feet approximately 45 header installation, walks, paving. concrete work. electrical except y lawn, days after planting and on the 90th day. NOTES n for fixture location and fencing, except where access is necessary, D. Landscape Contractor shell be responsible for disease and pest con- drainage work, gas line installation, irrigation work, and any other Apply contact herbicides in accordance with manufacturers recommend- trol during the maintenance period. work required under plans and specifications around planting areas ations. Prior to application moisten areas for fourteen days to encourae g P PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL --� is completed and approved. weed germination and growth• Apply before weeds attain a height of 6 . COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR WILL NEED TO VERIFY WITH THE AGRICULTURAL Remove taller weeds manually before and during preliminary grader and E. Landscape Contractor head raise ar Iowa Irrigation on heads to proper 0 9 G. Hydra-seeded Lawn level and shall adjust hoods as needed for full coverage. COMMISSIONERS OFFICE, FOR STATUS OF AGRICULTURAL COMMISSIONERS APPROVAL. PLANT 2) Specimen trees twenty (20) inches, and larger box sizes are exempt finish grading. All weeds shall be dug out by the roots and removed from this rule where access might be restricted by contruction from the site. 1) Mulch MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. C) O phases of landscaping or building. All plants and planting shall be F. Gross is to be mowed before it exceeds 2" fin height. Collect gross ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL / /� continually maintained by the Landscape Contractor. Apply pro-emergent herbicides in accordance with manufacturer's fe be manufactured in such o matter that otter addition of seed diggings during mowing operations and remove from the site. COMMISSIONER'S OFFICE ALL PLANT MATERIAL SHALL BE FREE OF ALL TYPES OF PESTS AND DISEASES. V / PP Y 9 fertilizer, water and additives in a spaced 1500 gallon slurry tank, the B. Plants - provide container grown plant material grown in o recognizedinstructions, fibers and materials will become uniformly mixed to form a homogenous G. All plant material that shows any sign of foilure to grow at any time during and using nursery in accordance with good horticultural practice. Provide healthy. No herbicide shell be applied after placement of any hydroseed. slurry, 9 the green color to focilitote proper distribution. the life of the contract. including the maintenance period. or those plants undamaged, vigorous stock grown under climactic conditions similar to the slurry shall be hydraulically sprayed onto the ground forming a blot- so injured Or damaged as to render them unsuitable for the purpose Intended. conditions at project site and free of disease, insect, eggs, larvae and 8. General Iter-like ground cover which after application will allow the absorption shall be replaced in kind within ten (10) days of written notification, at defects such as sun-scold, knots, injuries, abrasions or disfigurement. and retention of moisture. Suppliers shall be prepared to certify that the expense of the Contractor, Provide plant materials of the sizes indicated. Plant material of sizes Inspect the integrity Of any and oil waterproofing membranes and drainage laboratory and field testing of their product has been accomplished Q C larger than those indicated may be used provided roots and root boll are systems and report deficiencies immediately. Ensure deficiencies ore and that it meets all specifications of this material from suppliers and increased proportionately. corrected prior to beginning of work. for all application, shall refer only to air-dry weight of the fiber motor- N, BOULDERS M z i e Absolute air-dry weight is based on the normal standards of the Size and quantity as shown on the drawings, surface to be free of disfiguringmarks. �! Technical Association of the Pulp Industry for cellulose and is considered �' Y g � -1 Product Del S and Hand equivalent to 10% moisture. Each package of the cellulose fiber shall be broken areas or stains. 1/3 buried in a natural state, unless otherwise noted on the pion. may. �� M9 1 Plants not conforming to the requirements specified will be considered marked by the manufacturer to show the air-dry weight content. all material will be brought from (1) source for uniform appearance. Install per direction --� g q 1 Plantstockpiledsit riplantingh II be maintained properly of Londacope Architect / Owner. r-' s on a ar tos o pr p ch lent wh whether in lac or not, will a marked as } P Y defective. Su s. e e o, 4 , P P and protected from sun, drying, wind, machinery, or any other damage. 2) Fertilizer r- willbed and shall be immediately removed from the premises, These Plants deemed damaged b Owner shall be replaced with on equal plant at . Fertilizer shall be 430 tbs. of Simplot fertilizer 6-20-20 and shall be mixed 0. IRRIGATION will be replaced with new acceptable plants o! no extra cost. 9 Y P cal P P V! no additional cost. in the hydroseed slurry for each acre hydro-seeded. 1. No overspray into street, use adjustable are nozzles as needed. 2) Varieties and sues of plants shall be as stated in the plant list or T 2) Deliver mote6ols after preparations for planting hove been completed. U on the plan. 2. No lawn rotors adjacent to street curb, setback from sorb four feet or more Plant immediately, If planting is delayed for more than 6 hours often 3) Under no conditions will there be an substitution of plants or sizes delivery, set plant material in shade. protect from weather and mechanical Y P 3. Lawn spray setback four (4) inches from curb and shrub spray setback six plans. except for those listed on the accompanyingt with the express damage and keep roots moist. (6) inches from curb. ,y P written consent of the Landscape Architect. 3) Do not remove container grown stock including ground caner, from 4, Use as much drip irrigation as possible an shrubs and trees. /� 4) All plants shall be true to name and one of each lot shall be togged containers until planting time. with name and sizes of the plants in accordance with the standards Deliver bulk materials such as topsoil, mulch, etc, with two delivery 5. Use multi-progron controller. one program for each major plant group. of practice recommended by the American Association of Nurserymen. tickets. One ticket shall be provided to the Contractor. 4) Inspection will be mode by the Owner. Contractor shall be on the site 6. All lawn head coverage head-to-hood spacing, when inspections are made. Request for inspection shall be made by telephone, or in person, at least 48 hours in advance of dote desired. 7, Landscape Contractor to supply Owner with Irrigation as-bunts on mylor . reproduceobles acceptable to Owner and Londacope Architect. . PREPARED BY: APPROVED BY: CITY OF PALM DESERT NO WORK SHALL BE DONE ON THIS These plans have been reviewed by the Coachella Valley Water District in S H E E T SITE UNTIL BELOW AGENCY IS NOTIFIED �p,NOSCgp�, in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10,8. Section RAY LOPEZ ASSOCIATES OF INTENTION TO GRADE OR EXCAVATE. with t et. sag. requiring efficient landscape and irrigation design in cooperation Under (xlnd Service Alert `aAf� 9 with the load governing agency (City or County). r; a y CITY OF PALM DESERT DATE: RCE NO. XXXXX EXP. DATE X XX XX PALM DESERT C 0 U N TR Y C L U B Call. TOIL FREE U9 } W i 0 _�19 -av , Date ---------------- ---------------------- LANDSCAPE ARCHITECTURE & PLANNING � Q -� �. L - 4 POST OFFICE BOX 12$$5 1-$DO .U. saw �- PREPARED UNDER THE SUPERVISION OF: COMMUNITY PAR K _ V C07--7 Water Management pecialn tPALM DESERT, CALIFORNIA 92255 221 26OO �9�� r .� 1j ( -Z _ -----_- . APP n DATE Phone: 760/772-3123 FOX: 760/772-0243 °F CALF RAYMOND C. LOPEZ ATE: LANDSCAPE SPECS 8c DETAILS Service Director j OF I 1 N0, DATE BY R E VI S I 0 N S Two WORKING DAYS BEFORE >fr<u, ac LANDSCAPE ARCHITECT, C.L.N. 3474 L-7304 IRRIGATION LEGEND SYMBOL ITEM DESCRIPTION DETAIL LOCATE EMITTERS ON UP-HILL SIDE OF PLANT. BOWSM I TH - ' SL200' Series Drip Emitter on 1/2' riser. 0. 6 GPH 20 P. S. I. B - Sheet L-6 W 0 BOWSM I TH - ' SL200' Series Drip Emitter on 1/2' riser. 1. 0 GPH 20 P. S. I. B - Sheet L-6 D D BOWSM I TH - ' SL200' Series Drip Emitter on 1/2' riser. 2. 0 GPH 20 P. S. I. B - Sheet L-6 WATER BUDGET CALCULATIONS • RAINBIRD - 1402 Bubbler full circle, trickle pattern 0. 5 GPM 20 P. S. I. B - Sheet L-6 ESTIMATED WATER USE FOR: PALM DESERT COUNTRY CLUB NEIGHBORHOOD PARK O LAWN - Square Feet 42.000 sq. ft. ( or.) ETo ( ZONE 3) FOR: SPRING = 19.0 • HUNTER BUBBLER - PCN - 50 trickle pattern 0. 5 GPM 25 P. S. I. L - Sheet L-6 TREES/SHRUBS/GC - Square Feet - 7.500 sq. ft. (100R) SUMMER - 53.7 Located on Ra i nb i rd 1800 body. TOTAL LANDSCAPE - Square Feet - 49.500 sq. ft. (100%) FALL / WINTER - 15.3 LAWN SPRAY POP-UP RAINBIRD 1804-U-12F L - Sheet L-6 ED 2.65 GPM 30 PSI 12' RADIUS LAWN - Combined Turfsaver TREE/SHRUB/GC - 50R Low 1.74 IN/HR PRECIPITATION RATE. SPRING SPRING 19.0 x 0.62 x 42.000 x 0.62 / 748 19.0 x 0.21 x 7.500 x 0.62 / 748 LAWN SPRAY POP-UP RAINBIRD 1804-U-12H L - Sheet L-6 _75 = 547 CCF .9 28 CCF ® HUNTER 1-20 - 36V - 1.5 TURF ROTOR. L - Sheet L-6 1.30 GPM 30 PSI 12' RADIUS 1.2 GPM * 30 PSI .25 IN/HR PRECIPITATION RATE. 1.74 IN/HR PRECIPITATION RATE. SUMMER SUMMER 32' RADIUS FULL CIRCLE NOTE: Q LAWN SPRAY POP-UP RAINBIRD 1804-U-120 L - Sheet L-6 53.7 x 0.54 x 42,000 x 0.62 / 748 53.7 x 0.33 x 7,500 x 0.62 / 748 HUNTER 1-20 - ADV - 1.5 TURF ROTOR. L - Sheet L-6 USE PRS BODIES AND PC SCREENS 0.65 GPM 30 PSI 12' RADIUS - 1.2 GPM * 30 PSI .4 IN/HR PRECIPITATION RATE. AS NEEDED TO CONTROL OVER SPRAY / RADIUS. 1.74 IN/HR PRECIPITATION RATE, 75 1346 CCF 9 122 CCF 32' RADIUS PART CIRCLE FALL / FALL / LAWN SPRAY POP-UP RAINBIRD 1804-MPR-12T L - Sheet L-6 WINTER WINTER 0.87 GPM R P 30 PSI 12' RADIUS 15.3 x 0.59 x 42,,000 x 0.62 / 748 = 419 CCF 15.3 x 0.24 x 7..500 x 0.62 / 748 = 25 CCF 1.74 IN HRECIPITATION RATE. LAWN SPRAY POP-UP RAINBIRD 1804-MPR-12TO L - Sheet L-6 1.95 GPM 30 PSI 12' RADIUS TOTAL 2312 CCF TOTAL = 175 CCF 1.74 IN/HR PRECIPITATION RATE. COMBINED TOTAL - 2487 CCF DEEP WATERING EMITTER - Use on all tree em i tiers/bubb tern, C - Sheet L-6 MAXIMUM WATER ALLOWANCE = 88.0 x 0.80 x 49,500 x 0.62 / 748 - 2888 CCF except in turf area. N 0 T E. IRRIGATION LAYOUT IS DIAGRAMMATIC. F ALTEC IRRIGATION INC. NO OVER-SPRAY ON HARDSCAPE AND WALLS WILL BE PERMITTED. LEIT MODEL # 8000 - CW12 ( 12 Station Controller ). CONTRACTOR TO PROVIDE 100% COVERAGE IN LAWN AREAS. Install controller per Manufacturer' s specifications. I - Sheet L-6 ALL VALVES TO BE LOCATED ON PROPERTY. Install on AMTG 2035 - 35' high kit. Install compatible ACTUATORS on all valves. MOISTURE SENSOR - Watermark 4 zone Moisture sensor for new controller. C") �3 1' WATER METER - installed by C. V. W. D. under direction and at the cost -D Fm_1 of the Contractor. Field Test - Supply written report to Owner and Landscape Architect. O Z 1' BACKFLOW PREVENTER ASSEMBLY - installed by C. V. W. D. under direction ® and at the cost of the Contractor. Field Test - Supply written report to Owner and Landscape Architect. Fm-vl MASTER VALVE - Rainbird EFB SERIES 1 1/2' Install in plastic valve box. Tan in color. J - Sheet L-8 1 1/2' SCHEDULE 40 PVC MAINLINE. H - Sheet L-6 CLASS 200 PVC LATERAL LINE - SIZE PER P. V. C. PIPE SIZING CHART. H - Sheet L-6 ® END FLUSHING VALVE - by SPEARS 2132-007 (3/4' Viton) PVC BALL VALVE IN 10' LOCKING ROUND BOX. Brand lid ' FEV' . G - Sheet L-6 VALVE BOX COLOR: Tan in planter. Green in turf. TREE VALVE ® REMOTE CONTROL VALVE (RCV) and (Brass) GATE VALVE, NIBC❑ Line size. F - Sheet L-6 RAINBIRD-GB SERIES ELECTRIC REMOTE CONTROL WITH PRS-B PRESSURE REGULATION MODEL N 0 TE S: PLACE IN TAN LOCKING VALVE BOX. Install compatible ACTUATORS on all valves. 1. IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENCED C-27 LANDSCAPE SHRUB VALVE DRIP VALVE ASSEMBLEY: Install compatible ACTUATORS on all valves. CONTRACTOR, UNLESS OTHERWISE STIPULATED BY THE OWNER. GATE VALVE (BRASS) NIBCO - LINE SIZE A - Sheet L-6 FILTER - Ag Products 4E-1' ( 150 to 200 mesh). 2. WATER METERS AND BACKFLOW PREVENTERS BY C. V. W. D. INSTALL UNDER VALVE / PRESSURE REGULATOR BY: HUNTER = IVC-B-AS ( line size). DIRECTION AND AT THE COST OF THE CONTRACTOR. IN CARSON LOCKING BOX #1730 > Brand lid - ' DV-S' 3. CITY OF PALM DESERT SHALL INSPECT AND APPROVE MAINLINE AND LATERAL VALVE BOX COLOR: Tan in planter. Green in turf. PRESSURE TESTING. REFER TO IRRIGATION SPECIFICATIONS. M►� GATE VALVE (GV) NI BCO, LINE SIZE - IN TAN COLORED BOX. PVC PIPE SIZING CHART 4. ALL EMITTERS/BUBBLERS SHALL BE INSTALLED A MINIMUM 3 FEET FROM BACK E - Sheet L-6 OF CURB OR EDGE OF SIDEWALK, UNLESS FIELD CONDITIONS PROHIBIT THIS. HOSE END VALVE by HAMMOND - BRASS M - Sheet L-6 0 - 5 GPM 1 /2" 5. CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. Q No. 2005 Volleyball Court ft 6 - 10 GPM 3/4 6. CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LOW HEAD m HOSE END VALVE by HAMMOND - BRASS N - Sheet L-6 DRAINAGE OCCURS. rn No. 2005 - Dog Park 11 - 15 GPM 1 !� 7. LOCATE ALL VALVES IN PLANTING AREAS. rnV ) QUICK COUPLING VALVE (QCV) TWO PIECE 16 - 25 GPM 1 - 1 /4 O RAINBIRD 44RC. SUPPLY 2 - 44K VALVE KEYS TO OWNER. D - Sheet L-6 8. IRRIGATION SYSTEM IS DIAGRAMMATIC CONTRACTOR MUST MAKE INFIELD INSTALL IN TAN COLORED VALVE BOX. 26 - 40 GPM 1 - 1 /2 ADJUSTMENTS TO INSURE ADEQUATE COVERAGE. NOTE: SCH. 40 SLEEVES SHALL BE TWO AND HALF TIMES AS LARGE AS THE PIPE SIZE. 41 - 60 GPM 2" 9. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. INSTALL UNDER ALL HARDSCAPE ( ASPHALT, SIDEWALKS, CURB, ETC, ). 10. IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. __.. EXISTING WATER PRESSURE ❑N SITE = January 2000 closest reading at Washington Street and ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. '� • Avenue of the States was 102 P. S. I. Design pressure 80 P. S. I. > ` J Information supplied by C. V. W. D. 11. ALL WIRES FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER --� • CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO COMMENCING WORK. OF # 14 DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAINLINE PIPING WHERE POSSIBLE. Z NOTE TO CONTRACTOR: EXISTING PRESSURE ( approx. 102 P. S. I. , field verify ) SHOULD BE REDUCED TO APPROXIMATELY 50-60 PSI COMMON WIRE SHALL BE COPPER OF # 12 OR HEAVIER. FROM PRESSURE REGULATOR AT POINT OF CONNECTION. THIS HIGHER PRESSURE WILL BE APPROXIMATE FOR PROPOSED QUICK COUPLERS, r- HOWEVER, THIS REMAINS TOO HIGH FOR FOR A DRIP SYSTEM. VALVES OPERATING EACH m DRIP SYSTEM SHOULD ALLOW PRESSURE REDUCTION TO APPROXIMATELY 20 P. S. I. UNLESS GALLONAGE OR PRESSURE 12. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS LOSS REQUIRE A HIGHER SETTING. OBVI❑US IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST m THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER' S REPRESENTATIVE, OTHERWISE, THE IRRIGATION z C ELECTRIC METER / POWER = NOT APPLICABLE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. NOTE: RAINBIRD ' ACV SERIES' ADJUSTABLE CHECK VALVE. N 0 T E. 13, CONTRACTOR SHALL INSTALL ALL EMITTERS ON UP-HILL SIDE OF PLANT. LINE SIZE - INSTALL PER EVERY 5 FEET OF GRADE CHANGE MINIMUM (OR AS NEEDED). PLACE IN 6' ROUND CONTRACTOR SHALL VERIFY ALL CONDITIONS AND --{ 14. USE PRS BODIES AND PC SCREENS, AS NEEDED, TO CONTROL OVER-SPRAY / RADIUS. TAN VALVE BOX W/GRAVEL. MARK LID ' CK-VLV' DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- SCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY 15. HIGH FLOW CHECK VALVES SHALL BE INSTALLED UNDER ALL HEADS ADJACENT TO STREET DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES CURBING, PARKING LOTS AND WHERE DAMAGE COULD OCCUR TO PROPERTY DUE TO FLOODING. VALVE CODE BEFORE BEGINNING OR FABRICATING ANY WORK, REFER USE PRS RAINBIRD 1800 BODIES OR APPROVED EQUAL. TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL RCV S I ZE DATA. IRRIGATION CONTROLLER QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTROLLER STATION CONTRACTOR ONLY AND ARE NOT INTENDED FOR AC- CURATE BIDDING USE. GPM (through valve) 1' -A-2- 15 APPROVED BY: PREPARED BY: NO WORK SHALL BE DONE ON THIS These pions have been reviewed by the Coachella Valley Water District in S H E E T SITE UNTIL BELOW AGENCY IS NOTIFIED �,PNDSCgp CITY OF PALM DESERT in accordance with Water Code Title 7, Division 1. Chapter 3, Article 10.8, Section irrigation design in cooperation NEXCAVATE. F 65597 et. seq. requiring efficient landscape and gat on desg � coops on RAY LOPEZ ASSOCIATES INTENTION TO GRADE OR �O ,L,OP`r y with the local governing agency (City o;::!: Unde�c cwnd Service Alert o�`' RCITY OF CE NO. PXXXX DESERT EXP. DATE X/XX/XX PALM DESERT COUNTRY CLUB g g LANDSCAPE ARCHITECTURE & PLANNING ���• T� �� �E � A PREPARED UNDER THE SUPERVISION OR / Date a`_ �?`D____ _ ___ ______ _ L - 5 POST OFFICE BOX 12885 1-800 G Z COMMUNITY PARK Water Mane men Specialist -At PALM DESERT, CALIFORNIA 92255 227-2600 Phone: 76 0/772-3123 Fax: 760/772-0243 OF CA`�F R Y NLOPEZrvice Director ---- - ,,,� w�� oA� B�� � aG IRRIGATION LEGEND of � R E VI S I O IoI S APP'U'D DATE A MO D C. LO EZ DATE: N0, A BY LANDSCAPE ARCHITECT, C.L.N. 3474 L-7305 1 i MAIN SUPPLY LATERALS 120 VOLT CONTROL WIRE REMOTE CONTROL VALVE CARSON BOX - / 1730 by others WIRING LINE SIZE SUPER JUMBO XL PLASTIC VALVE BOX FINISH GRADE SCHEDULE 80 PVC NIPPLE BRAND LID 'DRIP VALVE* � BOX COLOR: Green In Turf / Tan in Planters. 2'-0' 1, p• = 2,4-0" FILTER FINISH INSTALL RIDE STAINLESS STEEL LOCKING BOLTS _ F/ GRADE IN PLANTERS Install sideways G 1 MN, BELOW LIDNOTES: =I) I- -III II = I II Rotors 4' to 6' off curb and ALL MAIN SUPPLY LINES TO BE INSTALL RAINBIRD 'ACV SERIES' ADJUSTABLE CHECK VALVE. SCH. 8O P.V.C. NIPPLE — MODEL PGM-06 sidewalks INSTALLED IN ACCORDANCE WTH LINE SIZE - INSTALL PER EVERY 10 FEET OF GRADE ALL 120 VOLT WIRING IN �� MANUFACTURER'S INSTALLATION CHANGE M[NIMUN f0R AS NEEDED. PLACE IN As' ROUND CONDUIT TO BE INSTALLED GEARED ROTOR Spray heads 18 off curbs and MANUFICAnoNs SCH. 80 FEMALE ADAPTER TAW VALVE BOX Y/GRAVEL. MARK LID 'CK-VLV' IN ACCORDANCE WITH LOCAL S.T. sidewalks. CODES to 2 - 1/2" STREET ELL Otherwise 3" for spray in turf and MARLEX TO EMITTERS BRASS GATE VALVE LINE SIZE co 6 inches for spray in planter beds- 1/2" SCHED. 80 NIPPLE MAIN SUPPLY, LATERAL WIRING 90d ELL-PVC SCHEDULE 40 (LENGTH AS REQUIRED) AND WIRING 24 VOLT $" s" 1/2" STREET ELL V�� LATERAL - 2' a aQ.• • •o o �a a •o 0 o b- o •o b- .o • SCHEDULE 80 PVC NIPPLE MARLEX II o SCHEDULE 80 PVC NIPPLE e 4/44 INC FEET MIN.CH GRAVEL SUtfh FlLTER CLOTH PVC TEE _ • SCHEDULE 80 PVC NIPPLE t+'_IN uNE d- oMAIN SUPPLY LINE MAIN UNE FITTING RING OR TUBING TIE A LOOSE 20 INCH LOOP M ALL o o 0 PVC LATERAL LINE TAPE do BUNDLE AT wRM AT CHANGES of DIRECTION 10 FT. INTERVALS. GREATER THAN 3o INCHES, UNTIE SHRUB VALVE GALVANIZED OR ALL LOOPS AFTER ALL CONNECTIONS BRASS UNION HAVE BEEN MADE. POP-UP BUBBLER L TURF ROTOR POP-UP SPRINKLER H TYPICAL TRENCHING DETAIL NO SCALE A DRIP VALVE ASSEMBLY No SCALE EMITTER / BUBBLER NOTE: 1 FINISH GRADE/TOP OF MULCH Install LESA ACTUATORS to FLUSH-IN-TURF-AND 2 3 2 HOSE BIB - BRASS 1 2" ® all valves per manufacturer's HARDSCAPE,-1"-ABOVE-"F,G." 1 / P IN-GROUNDCOVER-AND LEIT 8000 CONTROLLER SHRUBS. @VALVE BOX WITH COVER: BRAND LID 'HOSE BIB' , o specifications. 10-INCH SIZE - BOX COLOR, GREEN IN TURF, Install per manufacturers Replace Conventional Solenoids INSTAI.BOX OLLSTAINLESS STEEL: Green in f LOCKING i BOLTS ers 3" MIN 0 TAN IN PLANTERS. INSTALL STAINLESS STEEL BOLTS, specifications. p I FINISH GRADE on all valves with compactible ____ _ FINISHED PVC SCH 80 NIPPLE actuator. 4 (LENGTH AS REQUIRED - 8" Minimum) Q6-INCH MINIMUM DEPTH OF MOUNTING COLUMN 11-lII-111 JL I ILA �IIII��I=WTI=III= GRADE 5 3/4-INCH WASHED GRAVEL with FILTER CLOTH i I—III— I I I 2 1/4" diameter © CARSON,-ROUND,-PLASTIC 7 PVC SCH 40 STREET ELL VALVE-BOX,-MARKED-"G.V.", 12 INCH SCHEDULE 80 PVC RISER t 8 PVC SCH 40 TEE OR ELL LVE SIZED-EQUAL ON-LID. 2" HIGH. CW SIZED- 9 PVC MAINLINE PIPE FINISH GRADE TO-THE-SIZE MAINTAIN 3 INCHES ABOVE 4 TEMPORARY FORM THE-IMMEDIATE 2 - 1 2 INCH MARLEX FINISH GRADE DOWN-STREAM ova 6"-PVC-CLASS-160-PIPE / p o o LENGTH-AS-NECESSARY-POR `Jd' . , • • • PIPE. ---- $Do ACCESS-TO-GATE-VALVE STREET ELLS Q BACKFILL SOIL • . •• • i e 10 PVC SCH 40 ELL s ® e 11 2" x 2" REDWOOD STAKE MOUNTING BASE OR No. 8 REBAR - 18' LONG o- :v PRESSURE-MAINLINE W/STAINLESS STEEL GEAR I PVC TEE SCH. 40 PVC LATERAL LINE CLAMPS OR EQUIVALENT COMMON W!R E—� - _ - � n 7 10 9 8 7 SUPPORT SYSTEM ° 4 ., e A 1-CU.FT,-3/4"-DIAL-GRAVEL LINE SIZE a _� 4 v 2-SCH.-80-NIPPLES 0 NE SIDE Z VALVE WIRES CONCRETE BASE 2-SCH.-80-FEM ALE-ADAPTORS-ST 1'-2" M HOSE BIB - VOLLEYBALL COURT No SCALE SOLAR CONTROLLER No SCALE E GATE VALVE NO SCALE B EMITTER BUBBLER DETAIL NO SCALE 2 FLUSH-IN-TURF-AND PROVIDE 3 WIRES: PLASTIC VALVE BOX 4" CAP = PAINT TO MATCH D.G. TREE TREE VALVE " DRILL 2 3/4" HOLES IN EACH CAP HARDSCAPE,-1 -ABOVE- F.G. BLACK = VALVE BRAND LID RCV' - LETTERS 2 HIGH 1 FINISH GRADE IN-GROUNDCOVER-AND WHITE = COMMON TO SPRINKLERS BOX COLOR: Green in Turf / Ton in Planters '- " min INSTALL STAINLESS STEEL LOCKING BOLTS typical 2 HOSE BIB - BRASS 1/2" SHRUBS. ORANGE = SPARE SCH. 80 FEMALE ADAPTER BUBBLER OR EMITTER BOX COLOR: Green in Turf / Ton in Planters 5 " OGALV. NIPPLE - Entire nipple pointed to match post. INSTALL STAINLESS STEEL LOCKING BOLTS S.T. FINISH GRADE In E 4 BERM 11 (LENGTH AS REQUIRED - 24" Minimum) FINISH GRADE ( Planter beds). N FINISH GRADE 1" MIN. SLOW LID 4" BERM (h planter beds). " FINISHED 1" MIN. BELOW LID 5 � � 1 INCH SCHED. 80 NIPPLE O•�s GALV, NIPPLE - Entire nipple painted to match post. I I.III=1 1=11 —�T�- —�I—�= GRADE length as required - 19 inch min. e 4 (LENGTH AS REQUIRED - 24" Minimum) -' I I—I I I�I I' I I_ III :III=1 I k O a O 2 GALV. CLAMPS - Pointed to match post. SCH. 80 P.V.C. NIPPLE =,_1 4" IA. PERFORATED RAIN PIP ,�. oIIIIIIIIIIIIII IIIIIIIIIIIIII o Illlill CARSON,-ROUND,-PLASTIC D- 2729 / 30 LONG. WRAP WITH FILTER O a IIIlIII 1 1 U8 PVC SCH. 80 NIPPLE (Lenght as required - B" minimum). VALVE-BOX,-MARKED-"M•VLV.", ELECTRIC VALVE CLOTH. ATTACH WITH DUCT TAPE ALONG • " O _ a LINE SIZE ENTIRE SEEM. PAINT PIPE TO MATCH D.C. N7 PVC SCH 40 STREET ELL ON-LID. 2" HIGH. P.V.C. LATERAL LINE .b. m. illlill IIIIIII _ ' 8 PVC SCH 40 TEE OR ELL BRASS GATE VALVE 1/2 INCH ELL SCHED. 40 LINE SIZE pillllll (IIIIII OPVC MAINLINE PIPE via 6 -PVC-CLASS-160-PIPE NATIVE SOIL / SUB-GRADE -�IIIIII O O $ $000c LENGTH-AS-NECESSARY-�OR o a I Q aQ ACCESS-TO-GATE-VALVE 90d ELL-PVC SCHEDULE 80 3/4' DIA. WASHED GRAVEL IN d: AROUND b• C " 40 O 6" PERFORATED PIPE - 12 inch diameter O O o SCHEDULE 80 PVC NIPPLE IIIIIIII• •' C _ O r 10 PVC SCH as ELL &l3 GALV.-PRESSURE-MAINLINE ;� o • 0 4 o ' •" �° •a �' SCHEDULE 80 PVC NIPPLE o .. — = a 11 3" Diameter galy. steel post - Length 30" Minimum + �, • o 3/4 INCH GRAVEL SUMP .e• 1 8" thick. Filled with concrete. " • GALVANIZED OR o '� 2 CUBIC FEET w/FILTER CLOTH NOTE: p / 1-CU.FT.-3/4 -3/4" -GRAVEL • o" BRASS UNION . FOR NUMBEROF EMITTERS O bIIIIIIIIgllll'" 1 - Coot of primer / prior to setting SCH. 80 FEMALE ADAPTER o �' • `�' IIIIIIIIIIIIII IIIIIIIIlalll = Q 2 - Coats of paint / prior to setting S.T. with FILTER CLOTH CONTROL WIRE —MAIN SUPPLY LINE PER TREE / PALM REFER I I Paint Color: Enamel based. Forest Green. CONNECT TOIIIIIII 11 7 10 9 8 7 Submit color chip to Owner for approval prior to CONTROLLER MAIN LINE FITTING TO IRRIGATION PLAN. pointing. SCH. 40 MAINLINE GALV,-MALE-ADAPTER 4" a" III�III /� PAINT CONCRETE AT TOP OF POST. V J SCHEDULE 80 PVC NIPPLE rn HOSE BIB -- DOG PARK NO SCALE MASTER VALVE NO SCALE REMOTE CONTROL VALVE NO SCALD C DEEP WATERING EMITTER DETAIL NO SCALE N J F` � n SLIP BASE SOCKET OVER END WIRES. CARSON PLASTIC ROUND BOX t NISH GRADE/TOP OF MULCH 0 1D INCH ROUND 1D BRAND LID 'FLUSH CAP' 1 2 3 UICK-COUPLING VALVE D BOX COLOR: Green in Turf / Ton in Planters ._.� NOTE: FOR WARE SIZES No. 14, INSTALL STAINLESS STEEL LOCKING BOLTS @3 VALVE BOX WITH COVER: BRAND LID 'O.C.' No. 12 and No. 10. STRIP WARES APPROXIMATELY 5/8" FROM END. FINISH GRADE IN PLANTERS 6-INCH SIZE - BOX COLOR, GREEN IN TURF, O TNAST ENDS TOGETHER. 1" MIN. BELOW LID . TAN IN PLANTERS. INSTALL STAINLESS STEEL BOLTS. STEP 1 PVC SCH 80 NIPPLE � n Illpll ull a O (LENGTH AS REQUIRED) I APPLY SEALER TO OUTSIDE OF SEALING PLUG. VALVE BOX SEE SPECS. to A @ 3-INCH MINIMUM DEPTH OF 0 �,..J FILL CAVITY WITH SEALER. 'Spears' BALL VALVE N 5 3/4-INCH WASHED GRAVEL with FILTER CLOTH IM 7 DISTRIBUTION HOSE PVC SCH 40 STREET ELL D — PUT CRIMP SLEEVE OVER WIRE ENDS. 18" MIN. SNII vCW 8 PVC SCH 40 TEE OR ELL CRIMP SLEEVE AND CUT OFF EXCESS WIRE. " PVC MAINLINE PIPE STEP 2 MINIMUM �v„J �/��,rJ 4 P.V.C. LATERAL LINE PULL BASE SOCKET OVER HARE END LINE SIZE O O q �l^J• • O b O O O • 0 0 AS FAR AS POSSIBLE. e q c q o '✓ 'v"O 'd" o b qq 0 0 �1. O O • q q ,� O Qq0 b O Sch. 80 NIPPLE --< o b b q CD0 b o bb tP o b b cb o 101 0 l 10 PVC SCH 40 ELL 2" x 2" REDWOOD STAKE PUSH SEALING PLUG INTO BASE SOCKET. q •bb0 b � b b Oh. 40 FEMALE ADAPTER OR No. 8 REBAR - 18" LONG 3/4 GRAVEL SUMP b q a b• b ., b o .,• W/STAINLESS STEEL GEAR STEP 3 2 CUBIC FEET • • erP b CLAMPS OR EQUIVALENT b b bq gb.rr" qbdt;P q -1=0* -4P . o 0 0 11 7 10 9 8 7 SUPPORT SYSTEM O b b PUSH WIRES TO END OF BASE SOCKET TO NOTE: ASSURE COMPLETE SEALING OF CONNECTION. 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. FILTER CLOTH 2. SUPPLY OWNERS WITH ONE CORRESPONDING VALVE KEY MALE ( 2 TOTAL). 2 CUBIC FEET RAIN81RD PEN-TITS VARE CONNECTOR. STEP 4 NO SCALE K TYPICAL WIRE CONNECTION DETAIL No SCALE G END FLUSHING VALVE No SCALE D QUICK - COUPLING VALVE No SCALE PREPARED BY: A APPROVED BY: PALMNO VYORK SHALL BE DONE ON THIS CITY OF DESERT These Plans have been reviewed by the Coachello Valley Water District in S HE E T SITE UNTIL BELOW AGENCY IS NOTIFIED �,P DSO CAp in accordance with Water Cade Title 7, Division 1, Ch ter 3, Article 10.8, Section OF INTENTION TO GRADE OR EXCAVATE. Op F 65597 et. seq. requiring efficient landscape and irrigation design in cooperation L k. F 9 h local governing c (City r Count RAY LOPEZ ASSOCIATES Under round Service Alert �� ti0 �y CITY OF PALM DESERT DATE: with the oca gove g agency ( y o y) Call: TOIL FREE � �Fa � RCE NO. XXXXX EXP, DATE X/XX/XX PALM DESERT COUNTRY CLUB LANDSCAPE ARCHITECTURE & PLANNING c v -� Date oz_ ___ - 6 POST OFFICE BOX 12885 1 —U00 � PREPARED UNDER THE SUPERVISION OF: COMMUNITY PARK ----- -------- ------------ Water Managem t Specialist One PALM DESERT, CALIFORNIA 92255 227_2600 qZak , Phone: 760/772-3123 Fax: 760/772-0243 °� IRRIGATION DETAILS �e Direct -- _L ELF T1Y0 1rDRKDrG DAYS BEFORE 1'D11 DIG RAYMOND C. LOPEZ DATE: N0. DATE BY R E VI S I 0 N S APP 1�D DATE LANDSCAPE ARCHITECT, C.L.N. 3474 L-7306 UNDERGROUND IRRIGATION SYSTEM c. Cover: Make trenches for poping deep enough to provide minimum cover J. FIELD QUALITY CONTROL AND INSPECTION GENERAL CONDITIONS c. PolySwing Pipe: Linear low density black in color, O.D. 0.49, d. Install at least two extra wires from multi-station controllers to heaviest 9 P Y from finish grade as follows: Drawing and general provisions of Contract, including General and Supplementary wall thickness 0.20, pressure rating 80 PSI at 110 degrees F. plonted, most sun, wind exposed area of controller for moisture sensor Give Owners Authorized Representative three (3) working days notice; request Conditions and Specifications sections, apply to work of this section. hook-up. observation at following stages. Contractor must have field 'as-builts', on mylor, up -24 inch minimum cover over solvent welded pressure piping to 2 inch size. to date before each state of inspection. 3. FITTINGS 13. Electric Control Valves: According to detail. A. DESCRIPTION OF WORK 9 -24 inch minimum cover over valve control wiring. 1, Mainline: After installinn of ressure i e. controller r a. PVC Solvent Weld Fittings: shall be injection moulded, IPS deep socket a. Install where shown on pion. Install valves no further than 12 inches from P P p emote control valves, 1. Furnish all labor, material, equipment, tools, permits, transportation and perform style Schedule 40, Type 2 PVC, SOTM D 2466 with NSF seal of approval, -12 inch minimum cover over non-pressure piping to irrigation head bubblers mainline unless absolutely necessary. and wire. Backfill only between pints and fittings, leave them exposed. all operations for the complete installation of the irrigation system as shown on Tees's and ells's ore to be side gated. and emitters. the drawings and herein specified, 100% coverage of oil trees and shrubs. b. No soil will be allowed in valve boxes. a. Static test for six (6) hours at 125 PSI. CJ7 b. Primer for PVC pipe: As recommended by pipe and fittings manufacturers. c. Control Wire: Shall be UL approved for direct burial in ground, with O C 2. Explanation of drawings: the irrigation design is diagrammatic. All irrigation 10. Utility Connections: maximum voltage drop of 57. b. Tests shall be observed and approved by the Owners Authorized E equipment shown within paved areas is for design clarification only and shall be b. Rigid PVC Under Paving (streets, driveways and sidewalks): Type 1, Grade 1. Representative prior to backfill, before rock base in installed and before D Schedule 40, IPS, ASTM D 1785. Pie shall be continuous) marked with: a. Contractor shall connect to Point of Connection(s) as indicated on drawing, asphalt paving is installed. installed in planted areas. Due to scale of drawings, it is not possible to indicate P Y d. Valve control wire shall be o solid color, common wire shall be white. P P g all offsets, s, sleeves, etc., which may be re invest! Manufacturer's name, nominal pipe size, PVC type, pressure rating and NSF seal. Contractor shall verify exact location in field. If there is a major deviation Other sin i g y required. Carefully gate between plan and field locations, notify Architect so necessary adjustments gle wires shall be strped two (2) color jacket. the structural and finished conditions affecting all of this work and plan this work c. Lines shall be tested before and after installation of base material to accordingly, furishing such fittings, etc.. as may be required to meet such conditions. c. Poly Swing Pipe: Linear low density polyethylene, black in color, O.D. 0.49, can be made. be determine the responsibility of any broken lines. shall The work shall be installed in such a manner as to avoid conflicts between irrigation wall thickness 0.20, pressure rating 80 PSI at 110 degrees F. e, Valve control wire shall have no buried i splices; all splices shall g b. Electrical Service: Contractor shall furnish and install all electrical in o valve box or junction box. Connections shall be made by crimping bare systems, planting and other features. wires with brass crimping sleeves and sealing in r d. Contractor shall provide all equipment for hydrostatic tests. 3. FITTING COMPOUNDS, SOLVENTS AND WRAPS components complete in place to provide service at the locations shown on P g g UL approved #3570 the plans. installation shall include, but not limited to, meter pedestal, service Scotchloks, Rainbird Snap-titer, or equivalent. B. RELATED WORK panel with circuit breakers, conduits and conductors to provide a fully 2. Lateral Lines: After installation of non-pressure pipe and riser. Backfill a. Rigid PVC to PVC slip joints shall be solvent welded with pipe solvent: operational system. All materials shall by subject to the approval of the f, Install wire below irrigation pressure lines, loop a minimum of 3 feet of only between joints and fittings; leave them exposed. Complete flushing prior 1. Examine all Drawings and Specifications pertinent to the proper completion of ASTM D 2564, NSF approved. Used and applied in accordance with the to testing. Architect / Owner. extra wire in each valve box; both control and common wire. Make 12 loop 9• the work. Coordinate installation of the irrigation material, including pipe and wiring, manufacturers specifications. at 50 foot intervals along wire run from valve to controller. Provide conduit so there shall be no interference with other utilities or other construction trades c. Contractor shall locate, cut and fit, adjust and clean all existing conduits where wires run under paving. Take care not to damage wires when a. Test for two (2) hours at 100 PSI. or problems in planting treees, shrubs, groundcovers and lawn, b. Primer for PVC Pipe: As recommended by pipe and fittings manufacturer. and junction boxes as necessary for the satisfactory installation of electrical backfilling trenches. c. PVC to metal joints shall be made with a PVC male adapter fitting or PVC services and conductors. All related cost shall be included in Alternate Bid 3. Completion of System: When the irrigation system has been completed, a item for Electrical Service and no additional compensation shall be made g. Install at least two extra wire from single station controllers to heaviest performance test shall be done in the presence of the Owner's Authorized C. CODE REGULATIONS, PERMITS AND FEES Schedule threaded fittings. The PVC fitting shall be hand tightened, plus there for, planted / most sunshine exposed area of the valve for moisture sensor Representative to determine if coverage of water to the planted areas is 1. Obtain and pay for all permits and pay for all inspections, connections and 1 turn withh strap wrench. Joint compound shall be Permatex Type II or Teflon tape. P hook-up. complete and adequate. other fees. .d Contractor shall connect to wiring provided according to pion details. d. Metal to Metal joints: graphite and oil lubricant or Teflon poste on male 14. Valve Boxes: All remote control valves shall be installed in plastic valve a. The Contractor shall change any heads, as may be required to provide threads only. P q 2. All work and materials shall be in full accordance with the latest rules and box. Box shall be set flush with finish grade in planting beds. Lid shall be satisfactory coverage at no charge to the Owner. regulations of the National Electric Code., the Uniform Plumbing Code, published 4. CONDUIT AND SLEEVES 11. Pipes and Fittings install according to details: permanently marked to correspond to controller and station number. by the Western Plumbing Officials Association; and other applicable State or local b. Coordinate observation with completion of planting, laws or regulations. Nothing in these Drawings of Specifications is to be construed For use under paving as sleeves for irrigation pipe and conduit for control a. Locations: Where site conditions do not permit locating piping, valves, K. RECORD DRAWINGS P 9 9 P'P 15. Backfilling: Backfill shall not be placed until the installed irrigation system to permit work not conforming to these codes. wire shall be PVC: Type 2, Grade 1, Schedule 40. and heads where shown on plan, notify Architect immediately to determine P g � relocation. has been inspected, approved, and tested in the presence of Owners Authorized The Contractor shall maintain in good order in the field office one complete set of a. When the Specifications call for materials or construction of a better quality Representative. prints of the irrigation drawings which form a part of the Contract, showing all water 5. IRRIGATION CONTROLLERS: Shall be as noted on plans. b, Handling: Handle plastic pipe careful) lines heads, valves, controllers and stub-outs. In the event an or larger size than required by the above mentioned rules and regulations, the g: p p p t de not drop off delivery truck; a, Backfill material shall be an approved sand soil or sand, Unsuitable as indicated on the drawings, such work shall be corrected and any sionea not installed ate) provision of the Specifications shall take precedence over the requirements cover PVC to give protection from sunlight ( especially from summer sun), PP Y g y of the said rules and regulations. The Contractor shall furnish without any extra p material including clods and rocks over 2 1 4 inches in size, shall be removed from the building walls, street curbs, etc., on these record drawings including proper 6. ELECTRIC CONTROL VALVES: Shall be as noted on tans. g charge any additional material and labor when required by the compliance c. Cleaning: Keep pipe clean during installation by plugging or other from the premises and disposed of legally at no cost to the Owner. (Installed depths. with these rules and regulations, though the work may not be mentioned in these 7. ELECTRIC CONTROL WIRE: 600 Volt, Type UF, #14-1, copper (minimum size)• acceptable means, remove caps or plugs only when necessary to continue sand to be 2" below pipe and 4" above pipe if solid conditions are rocky). 1. Upon completion of the work the contractor shall give to Owner 'cs-built' m ars particular Specifications or shown on the Drawings. assembly. P P � 9' YI b. All backfilling for mainline shall be done in 12" lifts and tamped to 90% (3 mil minimum). 8. VALVE BOXES: shall be Carson #910, 1730 or ##1419 series or approved equivalent d. Layout: Run and arrange approximately as shown on plan. Verify compaction and back-filling under asphalt or concrete shall be done in 12" D. VISIT TO THE SITE by Landscape Architect with lid marked R.C.V. or G.V.', The Contractor shall supply laminated (8 1/2 x 11) diagrams of 'As-Built' irrigation system Valve boxes to be green in turf areas, tan in planters. locations before installing pipe. lifts and mechanically tamped to 95%. Compaction in planting areas shall only g P be equal to adjacent soil so trench will not settle, to be located in the controller enclosure. Diagrams to show valve, quick-coupler, end self 1. The Contractor shall visit the construction site and shall take all measurements e. - Joining of Pipe: The Contractor is responsible to be familer with any and flushing valve and mainline locations. in addition, diagrams shall show valve irrigation zones. and obtain any other information as may be necessary for a complete and conclusive bid. 9. IRRIGATION HEADS: shall be as specified on plans. all methods of assembling, joining, and installation of the various types pipe to be used. He will adhere in strict accordance with manufacturer's recommended c. Where excavation or hacking, is required under concrete pavement, installation procedures. sidewalks, roods, etc., care shall be taken in back-filling with sand, tamping, L. CLEAN-UP E. LAYOUT OF WORK 10. BACKFLOW PREVENTION ASSEMBLY: verify with the Coachella Volley Water and inundatingwith water. District and Local Health Codes. In event of any conflict on device approval the 1. All pipe shall be assembled free from dirt and pipe scale. Field cut During construction, the Contractor shalt keep premises as clear as possible of 1. The Contractor shall stake out the irrigation system as shown on the Drawings. These Landscape Architect shall be notified PR10R TO THE BID OPENING. if I materials and debris, and upon completion of the work under this section, the Contractor P ends shall be renamed and trimmed of rough edges and burrs. No sawing d. settlement occurs along Trenches and adjustments in pipe, areas shall be checked by the Contractor and the Owner's Authorized Representative g j p"p valves, heads, shall remove from the premises all surplus materials, tools, equipment, rubbish, and debris of PVC pipe shall be permitted when assembling pipe for emitters. All soil, or paving are necessary to bran the system, soil, or paving to the proper before construction is started. Any changes, deletions or additions shall be determined P 9 Y 9 Ys P 9 P P resulting from his work and leave the installation site in a clean, neat condition. All 11, GATE VALVE (threaded 3 and smaller): AWWA non-rising stem, 200 PSI changes in direction of pipe shall be made with fittings. level of the g p stockpiling of soil shall be watered daily for dust control. at this check. No walks or paved areas shall be sprinkled. The drawings are schematic permanent rode; the Contractor, as art of the work under W>0>G>, valve body shall be of $5 5 5 5 bronze, ASTM 862, with bronze solid p only unless specifically dimensioned. Check all drawings to make sure that this work to this Contract, shall make all adjustments without extra cost to the Owner. l>'Tl conforms to all conditions shown hereon. Exact locations shall be determined on the b wedge disc with screwed ends or the same as Red and White #206 series. 2. Reducer tees shall be used at all head risers where a pipe size job Place in Carson box with lid marked 'G.V'. changes. Bushings shall not be allowed where reducer tees may be used. M. OPERATION to suit the actual conditions; verify with Owner's Authorized Representative any variations. PVC saddles shall not be allowed. e. It is recommended that backfill be made first thing in the morning while C7 Locations as determined are the Contractor's responsibility and and changes required 12. IRRIGATION CONTROLLER ENCLOSURE: Shall be as specified on plans. pipe and soil temperature and approximately the some. If back-filling is 1. Adjusting System: Prior to acceptance, adjust and regulate the entire system. because of such actions shall be by the Contractor at no extra cost to the Owner. f. Solvent Weld Joint: Prepare joint by first making sure the pipe end is required during heat of the day, water shall be run through PVC pipe to Set watering schedule on controller appropriate to types of plants and season -Q 13. FLUSH VALVE: END SELF FLUSHING VALVE: Shall be as specified on cool pipe for contraction purposes. of year. ._.� 2. Contractor shall connect irrigation system to water supply points of connection plans and detail, square, then deburring the pipe end and cleaning pipe and fitting of dirt, dust and moisture. 2. System Layout: Provide reduced prints of record 'as-built' documents irrigation O as indicated on drawings. f. Surplus earth remaining after backfilling shall be disposed of legally off plans, laminated in 4 mil plastic, of size to fit controller door. Color code areas Z 1, Dry insert pipe into fitting to check for mis-sizing. Pipe should enter the premises. covered b each station. Affix Ian to inside of controller door. 3. Contractor shall connect controllers to electric supply at locations as indicated. 1. EXECUTION fitting 1/3 to 2/3 depth of socket. Y P on drawings. 16. Irrigation Heads: install according to detail. Spacing of heads shall not Installation General: Schedule and coordinate placement of material and equipment 2. Coat the inside socket surface of the fitting and the external surface exceed the maximum indicated on the drawings. In no case shall the spacing N. INSTRUCTIONS 4, Contractor shall be responsible for minor changes caused by site conditions. in a manner to effect earlier completion of work in conformance with construction and of the male end of the pipe with solvent-cement. exceed the maximim recommended by e manufacturer.th progress schedule. 1. After the system has been installed and approved, the Contractor shall instruct 3. Insert pipe immediately into fitting and turn 1/4 turn to distribute cement the Owner's Representative on the complete operation and maintenance of the F. SUBSTITUTIONS 1. The Contractor shall not willfully install the irrigation system as shown on the and remove air bubbles. The pipe must seat to the bottom of the socket a. After all piping and risers are in place and connected, and prior to the irrigation system. The Contractor shall provide the Owner, or his representative, 1. Equipment called for in this design are called out by manufacturer and model drawings, when it is obvious in the field that obstructions, grade differences, or and fitting. Check alignment so pipe and fitting are without strain to installation of irrigation heads, control valves shall be opened and a full head 9 g 9• 9 P P 9 before, final payment is made, the following: differences in the area dimensions exist that might not hove been considered in either. of water used to flush out the system. number. This equipment is intended to be descriptive to indicate the quality and the engineering. Such obstructions of differences must be brought to the Owners a. Operation instructions for all components of the irrigation system. characteristics of the product that will operate satisfactorily. g g' g 4. Hold joint still for approximately 30 seconds and then wipe the excess Authorized Representative. 1 PP Y P b. All heads will be installed above grade on either threaded PVC swing-joint b. Reproducible prints of as-builts drawings as described herein. a. Submittals offering equal products will be considered for approval if cement from the pipe and fitting. or poly swing pipe, unless otherwise noted on plan. No outlets below grade will such products are determined b the Landscape Architect to be equal in 2. The irrigation system design is based on the minimum operation pressure and be permitted. p y p q 5. Cure joint a minimum of 30 minutes before handling and at least 6 oil respects to the brand name products. the maximum flow demand shown on the irrigation drawings at each point of p p hours before pressurizing. connection. The contractor shall verify water pressure prior to construction and c. Filtration and pressure regulator settings will be according to manufacturer's c. Reduced copies of weather-proofed 'as-built' system layout as described b. Written approval from the Owner shall be required for any equipment or shall report any difference between the water pressure indicated on the drawings g. Threaded Joint: Field threading of plastic pipe or fitting is not permitted. specifications to obtain best head performance. herein in controller doors. material substitution. and the actual pressure reading at the point of connection to the Owner's Factory formed threads only will be permitted. Authorized Representative. spray d. All s heads are to be set back a minimum of 6" from an paved area, h. Factory-made nipples shall be used wherever possible, Field-cut threads P Y Y P d. Copy of written guarantee and Certificate of Insurance. c. The Contractor shall be responsible for the performance of substituted .g.,e mow strips, curbs, sidewalks. equipment and material. 3. The Contractor shall erect and maintain barricades, guards, warning signs, and in metallic pipe will be permitted only where absolutely neceessary. When field threading cut threads accurate) on axis with sharp dies. e. Provide all equipment called for by the drawings, and to the Owner's lights as necessary for protection of the public and workmen. Delineation and g y p e. Emitters shall be installed according to detail. All PVC pipe will be cut Authorized Representative, at completion of the maintenance period, three (3) d. If substituted equipment or material proves unsatisfactory in the opinion protection devices will be inspected by a public works inspector and shall comply I. All threaded pressure joints shall be made up with pipe joint compound. with PVC pipe cutter, solvent-cement will be sparingly applied to avoid runs each of all operation and servicing keys, wrenches, and any special tools of the Owners Representative, the Contractor shall remove and replace the with all city and state standards. Apply compound to male threads only. and puddling in pipe and fittings, all pipe will be double flushed. End substituted equipment or material with original specified equipment or material PP Y P Y P 9 P P 9 P P required for operation, servicing, and maintenance of all heads, valves, and 4, An existing equipment, i in i e flushing valves will be installed according to detail and plan. at not additional cost to the Owner, y gpiping,g, pip covering, sewers, sidewalks, landscaping, j, Where assembling metallic pipes to metallic fittings or valve, no more than controllers. etc., should be located and protected prior to commencing work. Damage by the three (3) full threads shall show when joint is made up. f. The contractor shall flush and adjust all irrigation heads for optimum Contractor during the course of his work shall be replaced or repaired by the performance. G. SUPERVISION AND WORKMANSHIP Contractor in a manner satisfactory to the Owners Authorized Representative and k. Where assembling to threaded plastic fittings, take up joint no more than at the Contractor's own expence, and before the final payment is made. one full turn beyond hand tight. 0. GUARANTEE 1. The Contractor, personally or through on authorized and competent representative, g. Layout Changes: Arrangements, positions, and connections of pipes, shall supervise the work constantly, and shall as for as possible keep the some foremen, 5. Water and Work Space: Water is available at the site without cast. Make 1. Where assembling soft metal (brass or copper) or plastic pipe, use strap valves. and heads may be adjusted as directed to accommodate conditions The guarantee shall be re-typed onto the Contractor's letterhead and contain the workmen or subcontractors on the job from commencement to completion. The type friction wrench only; do not use metal jawed wrench. which may arise during progress of work. No additional compensation shall following information: workmanshipof the entire job must in ever way be first class, and only experienced and remove all temporary lines and connections. j Y Y Y P be made for such changes unless arrangements are made for charges and competent workmen will be allowed on the job. m. Where assembling soft polyethylene pipe and fitting, hand twist fitting into prior to installation, "We hereby uaranteee that the irrigation system we have furnished and installed pipe till full insertion 6. Disruption of Services: Permission to shut off any water Fines must be obtained . P y g g � from the Construction Supervisor, who will make the necessary arrangements. is free from defects in equipment, material and workmanship, and work has been Disruption to existion systems shall be kept to a minimum, h. Flushing of Lines: completed in accordance with the drawings and specifications, ordinary wear and H. MATERIALS 12. Irrigation Controller: install according to detail and locate in gereral area tear and unusal abuse, or neglect expected. Equipment is controllers, valves, shown on plan with exact placement to be determined by the Owner. I. Pressure Main Lines: Flush lines 7. Verification of Finish Grade: Verify the correctness of all rough grades within prior to installing remote control valves. and irrigation heads. Material is all pipe, fittings, and wire. We agree All materials in the system shall be new. All material and equipment and equipment shall g p p g g to repair the work areas in order to insure the specified pipe depths of the system piping Center load pipes. or replace an defects in material or workmanship which may develop during the arrive of the site location in manufacturers original shipping container, with Owner's Representative. a. Connect control wires to controller in a sequential arrangement according P Y P Y P 9 P to assigned identification numbers of the valves. Control wires shall be period of one (1) year from dote of acceptance and also to repair or replace ! !1 h. Non-Pressure Lateral Lines: Cap risers and flush lines prior to installing n m resulting V ! � 1. PRESSURE PIPE, comply with the following: labeled at controller and at valve box lid with control valve number. a damage e resu t from the or re replacing of such defects at no �--�•� P y 8. System Layout: Layout all heads, piping, and valves and make any minor irrigation heads. Starting at remote control valve, remove caps m sequence. additional cost tote Owner, after receipt of written notice. In the event of our - I ' a. PVC :welded inch and smaller to be solvent T e 1, Grade 1, Schedule adjustments required due to differences between actual site conditions and the b, A small map of area covered by controller with valve locations shown Replace cap before removing next cap in line. (2-1/2 ) YP failure to make such repairs or replacements within a reasonable time after receipt � T1 40 (unless otherwise noted on plan), IPS, and ACT D 1785. Pipe shall be drawings. Minor adjustments shall be maintained within the original design intent. shall be placed inside controller. continuously marked with: Manufacturer's name, nominal size, PVC type, pressure Layout each system using stoking method method as approved by Owner's re written notice from the Owner,our authorize the Owner to proceed to have said rating, NSF seal and date of extrusion. Representative. Maintain and protect approved staking layout. c. Connect system electrical to wiring stub-outs provided, with conduit in repairs e, replacements made at our expense and we will pay the cast and charges, --- .-.� structure. Put ail connections in splice boxes. therefore, upon demand.is b. Seamless copper water tube, ACT B 88, Type 'K', drawn temper. 9. Excavating and Trenching: Shall be open vertical construction ample in size > to permit the piping to be laid at the elevation intended and to permit ample P. PAYMENT ---I t J c. Bross screwed pipe shall be red brass conforming to Federal Specification space for joining. Trenches for pipe shall be cut to required grade lines, and O « # WW-P-351. compacted to provide an accurate grade, without settlement, and have uniform Payment for irrigation items shall be made at the contract unit price and shown for the bearing for the full length of the line. Restore all surfaces, existing underground various items and shall include full compensation for all labor, materials, tools, and Z 2. NON-PRESSURE PIPE (downstream from circuit valves) comply with the following: installations, etc., damaged or cut as a result of the excavations to their original equipment necessary to install the irrigation system complete and in place, as discribed condition and in a manner approved by the Owner. Contractor shall back-fill all in the contract plans and these contract specifications. a. Rigid PV • Type l, Grade 1 Class 200, ASTM D 1784. Pipe shall be trenches immediately upon installation of pipe. U) continuously marked with; Manufacturers name, nominal pipe size, PVC type, SDR, NSF seal and dote of extrusion. a. Where possible mainlines may occupy the some trench as lateral lines, M or use (refer to irrigation plan) provided minimum clearances are maintained as specified. Run piping and Rigid PVC: Type 1, Grade 1, Schedule 40, IPS and ACT D 1785. Pipe shall be and control wiring in common trench wherever possible. continuously marked with: anu ac urer's name, nominal pipe size, PVC type, pressure rating, NSF seal and date of extrusion. b. All irrigation lines shall have a minimum horizontal clearance of two inches from each other. All irrigation lines shall have a minimum horizontal clearance b. Rigid PVC Under Paving (streets, driveways and sidewalks): Type 1, Grade 1, or 12 inches from the lines of other trades. No lines shall be installed D Schedule 40, IPS, ASTM D 1785. Pipe shall be continuously marked with: parallel and directly over another line. Manufacturer's name, nominal pipe size, PVC type, pressure rating and NSF seal. O Z V /lJ PREPARED BY: APPROVED BY: SITE WORK SHALL BE DONE o" THIS �A C 1 TY OF PALM DESERT These Plans have been reviewed Title the Coachella Valley Water Article District . s �'{ E E T SITE UNTIL BELOW AGENCY IS NOTIFIED ND$ in accordance with Water Code Title 7, Division 1, Chapter 3. Article 10.8, Section RAY LOPEZ ASSOCIATES OF INTENTION TO GRADE OR EXCAVATE. Q .40P 65597 et. seq. requiring efficient landscape and irrigation design in cooperation Undergrud Service Alert CITY OF PALM DESERT DATE: with the local governing agency (City or County). LANDSCAPE ARCHITECTURE & PLANNING Call: j011 M E � � E . y RCE NO. XXXXX EXP. DATE x/XX/XX PALM DESERT COUNTRY CLUB r a-9 POST OFFICE BOX 128$5 1 _ ac �. �v PREPARED UNDER THE SUPERVISION OF: Date �� -- Water M n Bement cidisE< L - 7 PALM DESERT, CALIFORNIA 92255 800 s� • . a� COMMUNITY PARK 0227-2600 qr NO. DATE BY REVISIONS Phone: �eo/��2-3123 Fax: 760/772-0243 of CA IRRIGATION SPECIFICATIONS or -�---- �' OF t t APP'V'D DATE TWO WORKING DAYS AFORE YOU ac RAYMOND G. LOPEZ DATE: service Director LANDSCAPE ARCHITECT, C.L.N. 3474 L-7307 I c4 g PLANT NAME EMITTER / BUBBLER SYM. ` x PROPERTY LM PROPERTY LINE ACACIA ANEURA 2 - 1/2 Gallon per minute Mutga Deep Watering Bubblers X or � 2 - POP UP BUBBLERS O OLrIl Located in turf. co 6 to X X a ACACIA STENOPHYLLA 2 - 1/2 Galton per minute 6 Shoestring Deep Watering Bubblers ' JACARANDA MIMOSIFOLIA 2 - POP UP BUBBLERS o 0 x Jacaranda Located in turf. i • EXISTING WASHINGTDNIA PALMS 1 - 1/2 Galton per, minute • i n P tm Deep Watering Bubbler. 0 x 9 X Mexican Fan a EXISTING PHOENIX PALMS 1 - 1/2 Galton per minute Date Palms Pop-up Bubbler. x 9 �- • , x BOUGAINVILLEA 'La Jolla' 1 - 1 Gallon Emitter 0 X , Bush Bougainvillea ` CASSIA NEMOPHILA 1 - 1 Gallon Emitter 0 • S e n n a TREE • �.�--- -r"" DODONAEA VISCOSA 1 - 2 Gallon Emitter D . X Green Hopseed Bush 6 HESPERALOE PARVIFLORA 1 - 2 Gallon Emitter. D Red Yucca X TURF t 1/2- -A-1 28.6 X . �. X L EA .SE D ES CRIP Tl ON P11- A T ,wr " x TURF - ROTOR PART _ X =R3Tl3R 1.6w� TH�I� ,� P OR Ti aN o� TURF - RDTDR PART1 1/4' -A-3- 19.2 X x TULL TURF :t I I/2' -A-4- 34. 43 1 CONTROLLER X LOT 27 TRACT 21J7 �' 1 SETBACK NOTES: TURFx oX E S 1 1/2- -A-5- 36.0 Rotors 4' to 6' off curb and !' ° ui sidewalks x �• n D -v f� Spray heads 18 off curbs and a �- ¢f � � sidewalks. D X ' S40STALk z Otherwise 3" for spray in turf and ; ° NORTH 6 inches for spray in planter beds. o 10 20 40 X �'! EXISTING X RUSE! SCALE: 1" - 20' 0" X� ° GARDEN •4;00;0 ea NOTE ' • • • • i REMOVE AND REPLACE ALL EXISTNG IRRIGATION LOCATED WITHIN THE ROSE GARDEN AREA. INSTALL MAINLINE, LATERALS, DRIP D EMITTERS, WIRING, SPRAY HEADS, VALVES, VALVE BOXES,ROTORS PER "e VOLLEYBASKETBALL '• D SPECIFICATIONS AND DETAILS SHOWN IN THIS LANDSCAPE PACKAGE. • REMOVE ALL EXISTING CLOCKS AND REPLACE WITH: BALL � ; D RAINBIRD ESP - LX PLUS 24 STATION CONTROLLER. ' 0 Field Verify location with Owner prior to Installation. Q Install in Le-Mur enclosure. 5! A ENTRY -- - GATE }I ; I I `.' I 01 Mr CHAIN-LINK ITOCIR � f� � � _ � • X Lz• REST ':: 0 o/ ROOMS 4 ' - �� OF . 1/2! MAINLINE-,,. f / i TURF - FULL T F - PART �f� - �;�' E i Wy.------- > EXISTING 4 y RESIDENSE O n � I 'I � �-. � I d gg � I � "` Z S E 3 - i ® e n I � 3 ! - O ILIz PLA �'GRO UND I NOTE 'i SLEEVE UNDER ALL ASPHALT, CONCRETE, CURBS, ETC. r u I FOR ALL LATERALS, MAINLINE AND WIRING. - y NOTE SLEEVES SHALL BE PVC SCH. 40 2 1/2 TIMES • NO IRRIGATION LATERALS, MAINLINE, SPRINKLER HEADS, ETC. • [ AS LARGE AS THE PIPE SIZE. SHALL BE INSTALLED WITHIN THE PLAYGROUND AREA. II • ff. PA770 Walt I � • ;{ , • • • .. • ice .., V ♦ • S- . . ""+ �� Y'»¢,fdi= % 1TF ^A" y 't'f``4.y �.ATi'31 1P: f}tt9 3 ��r•' tiYhy [ .J}�� zy45.i `•� b ~ . , . , • w • 'T5y . • fA , II . ; f� \ ,j ' S ."r as � st 1'.S I lSti �./� "SY."i {S jY 4-y � 1 � ., �`:i Jl• ' ' _ N �J3E3fFErT� xt , !'r t♦bSE£s.Z.F.�3'r V }{? itr 'R /&jff• ' "....af'j . LIJ iu T T {� r 111 a ;;u 11/V MAINLINE 1 1/2• MAINLINE MV 1 1/i?• MAINLINE SHRUB TREE IB 1' —A-B- 2. 2 1 1/4' M PALM POINT OF CONNECTION CALIFORNIA DRIVE PREPARED BY: APPROVED BY: S T NO <wrORI{ SHALL HE DONE ON THIS � AA DE ER These Plans have been reviewed by the Coachella Valley Water District in s H E E T OTI SITE UNTIL BELOW AGENCY IS NFIEDDSC CITY 0F PALMin accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section RAYLOPEZ ASSOCIATES OF INTENTION TO GRADE OR EXCAVATE. �Q .Epp f 65597 et. seq. requiring efficient landscape and irrigation design in cooperation �--- Underground Service Alert 2 a s CITY OF PALM DESERT DATE: PALM DESERT COUNTRY CLUB with the local governing agency city or LANDSCAPE ARCHITECTURE & PLANNING Cd. T011 ITE � 4 � I � �' COMMUNITY PARK �=�'�-`n-'--- �' POST OFFICE BOX '12885 1-800 a �. +►� � PREPARED UNDER THE SUPERVISION OF: Date .?--___ Water MManageme t s eci all - PALM DESERT, CALIFORNIA 92255 227_OZV600 �T9,F ��� �, IRRIGATION PLAN ____ Ofi � Service Director OF 1 REVISIONS VI S I 0 N S Phone: 760/772-3123 Fax: 760/772-0243 � ����� �,� ,�, � RAYMOND C. LOPEZ DATE: � N0. DATE BY APP'V'D DATE LANDSCAPE ARCHITECT, C.L.N. 3474 L-7308 I MATERIALS SCHEDULE $ $ SYMBOL DESCRIPTION MODEL NO. MANUFACTURER AVAILABLE VIA FINISH COLOR COMMENTS DETAIL N0. REMOVE EX-GATES FROM SITE EKpanelon ]*is score lines 1 SIDEWALK N/A N/A FIELD CONSTRUCTED HEAVY BROOM a Natural Dray of Pa Diw st nde specie eMys L 6 REPLACE WITH NEW CHAIN—LINK 2 DECKING N/A N/A FIELD CONSTRUCTED HEAVY BROOM Natural Gray Eo alnn 0 tv In 4 st�Ordlspiollicalnes per iryb s. �� PIPWAW LING —_ — TUBULAR STEEL FENCE FOREST GREEN Point Nnoe an site otter listabtl n. p 5 Net NO - 3o N/A N/A FIELD CONSTRUCTED Smooth /Pointed 1 ,=O°St r, �,,prn tt 3 odor eonples to �- = = _ = 4 Nat high - 3b alma s �ooa ronnt Oerar for epprarrsl. CJJI COLMO 3pUT FACt:tKIOCK TAN COLORED S;+UT FACE BLOCK Tan taloned Grout Cop to match (by L.M. 4 BLOCK PILASTER N/A N/A FIELD CONSTRUCTED smN NAKED JOI11S Subnut 3 di fsisnt samples to SooReld) split lace block Color. Submit H SIN RAKED JOINTSoj:�ftr "d Prior c >�M Astor for approval prior IED Construction. '00�� COLO SPOT PACE BLOCK TAN COLORED IPUT FACE BLOCK Ten colored Grout Cap to match (by l M III 5 TUBULAR STEEL FENCE N/A N/A FIELD CONSTRUCTED OVA RAKED JOINTS FOREST GREEN T.S. Fence Scofield) split loco black color. Submit E F `� O• a A RAW BLOCK WALL Smooth surfow for 1 Primer coot III, owe to Owner for approval, e Tubular Steel Fence. 2nd t 3rd Coots Pain! Pketw Ar low WON colors to match. 12 Choke-link height ! design to match 2 6 CHAIN-UNIK FENCE N/A N/A FIELD CONSTRUCTED N/A Metdb Gray edsltn} Neiglnt manias berm 57-01 to G it ('liAN-UNIc GATES B'-Or. FELD bERiY. L- 7 ~� PULL-UP BAR N82S-7 STEELCRAFT SST MtIpi. NC. stow"" Steel N/A INSTALL PER MAIXACIL FMM DEUCES. r 12 Horizontal By PRODUCTS Ph: 90 /363-SW7 SPECIFICATIONS. ! RECOM1EtiDA710NS / TRIM. PRUNE, THIN OUT EXISTING CAROB TREE INTER-ACTME fir• Bob Evans INSTALL PER MM UFACTURM DETALSJ Details K. L. N. D / - — O PER CALIFORNIA NURSERY STANDARDS. 8 WATER FEATURE CURVY COOL WATER ODYSSEY WATER ODYSSEY If/A N/A SPECIFICATIONS, a RECOtMEMDAVONS slwt L_10 ". C Ph: 512 /392-1t55 Garnett water to Irrigation mokWrne. �. 20 ON POLKiON Ms20 Park Architecture Ka1r PMlps EVERGREEN-roof syelern INSTALL PER MANUFACTURERS DETAILS, PROPERTY LINE 7` 9 Sandwich,Panel Roofing - Sandwich Panel Roofing Ph: 760S/UB35-72 8 fIURES ASH rame/post Powder coot SPECIFICATIONS. N RECOMMENDATIONS Sandwich Panel Roofki CONCRETE SLAB 0 BAR-B-DUE 1140-11 PW Athletic Co. Contact John Warman t double standard DAVE BANG ASSOCIATES N/A BLACK INSTALL PER MANUFACTURER'S DETAILS tt �{ •t O and BENCHES ® with (old up gloom Ph: 800 /889-2585 SPECIFlCAT1NS. & RECOMMENDATIONS .,� O (typical) DIVERSIFIED METAL ' CREA ONers INSTALL PER MANUFACTURER'S DETAILS, {' 1 PICNIC TABLES ET-8100 FABRICATORS, INC. COAST RE n INC. NNYL COATING BEIGE SPECIFICATIONS. A RECOMMENDATIONS f,f' f O P�' � /��' EXISTING CHAIN-LINK TO REMAIN ,12 BENCHES (w/bock) EB-8100 DIVERSIFIED METAL COAST RECREAn°�ri;'INC. VINYL COATING BEIGE INSTALL PER MANUFACTURER'S DETAILS, PROTECT IN PLACE. `{- 8• long FABRICATORS, INC, Ph: 949 /553-8087 SPECIFICATIONS. R RECOMMENDATIONS. ' �qq oqK DO ,f � �� -� O EXISTING CHAIN-LINK ANO BENCHES (no back) DIVERSIFIED METAL ' R$AR ON s INSTALL PER MANUFACTURER'S DETAILS. � 13 8' long ES-8100 FABRICATORS, NC. T9 9C/563-B06C7' NNYL COATING BEIGE SPECIFICATIONS, s RECOMMENDATIONS / �° ,� ,,f O PYRACANTHA HEDGE TO REMAIN. GGrr��gqqq gar PROTECT IN PLACE. 1q• + BIKE BOLLARD BBR4-2 STEELCRAFT COAST RfCREATIOON,sINC, STAINLESS STEEL BLACK INSTALL PER MANUFACTURER'S DETAILS. PRODUCTS SPECIFICATIONS. N RECOMMENDATIONS O Ph: 949 /953-8087 ,r E INSTALL NEW CHAIN-LINK FENCE, For information col •�5 TRASH CAN w/metai lid The Boulder WAVE Mr, Jeff wrnklepleck EXPOSED AGGREGATE By Owner INSTALL PER MANUFACTURER'S DETAILS. , -� O; 10 CANS City of Palm Desart SPECIFICATIONS, & RECOMMENDATIONS GATE (4 WIDE), AND LATCH. ems: TRIM, PRUNE, THIN OUT EXISTING CAROB TREE Ph, 780 776-6480 ` CONCRETE BASE KEYS it JUMP CIRCLER Dare Green 6 � ,,,�....-,.,..,.- •- .✓' f,,,• � --d ....` 12 PER CALIFORNIA NURSERY STANDARDS. 16 BASKET BALL COURT FIELD CONSTRUCTED 4 COAT ACRYLIC FINISH MU)` mow"' ales L-t UNESn wilte REMOVE EX-GATES FROM SITE 6 BASKET BALL ASSEMBLY 12C54-01-600 STEELCRAFT COAST RCREAACKIIINC. INSTALL PER MANUFACTURER'S DETAILS. REPLACE NTH NEW CHAIN-LINK 17 • Post. Coal ring.Badcboa'd. etc.. Goly, net, Basketbou Unit PRODUCTS ph; 949 / 553-8067 SPECIFICATIONS, dt RECOMMENDA710NS. FENCE, GATE (4 WIDE) AND "'"'`�-.- .,._,.. �r- 12 1D07G WASHED LATCH. LEASE DESCRIPTION PLA T - O^ O k is VOLLEY BALL COURT N/A FIELD CONSTRUCTED CONCRETE SAND-18" DEEP N/A u� W1 THIN A P OR TI ON OF Mr. Cr R ors O VOLLEY BALL STEELCRAFT e�qqQSTALL PER MANUFACTURER'S DETAILS. OO 19 Posts V88M PRODUCTS n COAST 12E /A a INC.6�' N/A N/A SPECIFICATIONS, dt RECOMMENDATIONS �. / X 0 0 EXISTING CHAIN-LINK TO REMAIN 33OF 0 O O sqq agars PROTECT IN PLACE. 20 VOLLEY BALL NVR_30 STEELCRAFT COAST RECREART1OtN. INC. N/A N/A INSTALL PER MANUFACTURER'S DETAILS TRIM OLEANDERS PER CITY F PALM DESERT Net PRODUCTS Ph: 949 / 553--8087 SPECIFICATIONS. & RECOMMENDATIONS C O L DESE ° A. LOT 27 TRACT 21J7 CANTILEVER CANTILEVER SHADE STRUCTURES MI Ko �e INSTALL PER MANUFACTURER'S DETAILS, 1 f PROTECT IN PLACE. 21 SHADE SHADE STRUCTURE gS 8y Owner By Owner Ph: 780 /835-7218 SPECIFICATIONS. to RECOtdlEN0AT10NS. x DECKING Mr. Alan Weaver TWEED GRAY - W Bonding INSTALL PER MANUFACTURER'S DETAILS. E A A O O Q 22 for FLOORING SUNDEK SUNDEK COOL DECK/KNOCK DOWN and Field SPECIFICATIONS. A RECOMMENDATIONS. WATER FEATURE Cell: M /275-0333 BONE WHITE - FWd Submit 3 actor samples to Owner for coDroval, 7 EXISTING CHAIN-LINK TO REMAIN EXISTING CHAIN-LINK TO REMAIN NOTE: ' ' PROTECT IN PLACE. PROTECT IN PLACE, ,� • s 'IrALx NORTH z WHEN REQUESTED: / O 0 10' 20' 40' CONTRACTOR SHALL SUPPLY PRODUCT SAMPLES TO THE OWNER TO COMPARE AND APPROVE / PRIOR TO CONSTRUCTION. PRODUCT EXAMPLE WOULD BE COLOR CHIPS, SPLIT FACE BLOCK . EXISTING x n , .J TYPE AND COLOR, ETC., ETC. OTHER SAMPLE EXAMPLES NOT LIMITED TO: T.S. FENCE COLOR, SCALE: 1 = 20 -0 VOLLEY BALL COURT SAND, BASKETBALL COURT COLORS, SHADE STRUCTURE COLORS, BENCH ROSE C COLORS, PICNIC TABLE COLORS, TRASH CONTAINER COLOR & TEXTURE, SUNDEK COLORS, ETC., ETC. / e � • . GARDEN EX. BUILDINGS EXISTING PALMS TO 18 PROTECT IN PLACE, REMAIN ROSE GARDEN DEMOLITION NOTES EXISTING T.S. FENCE, LOW WALL, 1 C TRIM, PRUNE, THIN OUT EXISTING CAROB TREES / 13 AND PILASTERS TO REMAIN. O PER CALIFORNIA NURSERY STANDARDS. ' PROTECT IN PLACE. • � F REMOVE EXISTING ASH TREE INCLUDING ROOTS 2 • VOLLEY 16 BASKETBALL O A MINIMUM OF FOUR FEET DEEP. PROPERTY LINE O C , O 3. REMOVE EXISTING ARBORVITE TREES INCLUDING 1 BALL 0 O ROOTS A MINIMUM OF FOUR FEET DEEP. OC EXISTING T.S. FENCE, LOW WALL, 4• EXISTING PALMS TO REMAIN e 19 PROTECT IN PLACE AND PILASTERS TO REMAIN, T EXISTING CHAIN-LINK TO REMAIN / k 20 19 PROTECT IN PLACE. EXISTING OLEANDERS TO REMAIN v PROTECT IN PLACE. ENTRY 5. O PROTECT IN PLACE - TRIM PER CITY OF PALM DESERT > J GATE 6. DISPOSE OF A DEBRIS PROPERLY OFF IT X Bone White Field ALL D B S L SITE. 4 MDEWALr Tweed Gra - 8" Bond " 2 7. REMOVE EXISTING GAZEBO OFF SITE. Y 17 FT X 1061 ® 8. REMOVE 6 EXISTING CONCRETE TABLES. EX, CHAIN LINK FENCE Inter-active water feature Tweed Gray - $ Band : ' ' �0 1 2 3 5 6 7 8 9 10 11 12 REMOVE 12 EXISTING CURVED CONCRETE BENCHES. 0 PROTECT IN PLACE. 13 Connect water to irrigation $ Tweed Gray - Field �, `,, ;' , REMOVE S EXISTING STRAIGHT CONCRETE BENCHES. 0 er mainline. _ • VILLIb • : DISPOSE PROPERLY OFF SITE. 22 Bone White Field REST ,,' 1.EE PARKINGX ,r;;' Bone White - Field ROOMS i 9. EXISTING OLIVE TREES TO REMAIN. M 5 14 2 PROTECT IN PLACE. —� 10 e 4 I Tweed Gray - 8 Band (� . 9 11 �;• 2,CWC PAN cal Ace 3 10, FOR IRRIGATION DEMOLITION & REPLACEMENT —" Tweed Gray Field ` X REFER TO IRRIGATION PLAN SHT. L 8. � C-) Q 4 ' REMOVE EXISTING EVERGREEN PEAR _" 13 14 15 16 17 19 11. O INCLUDING ROOTS, • 5 4 High T.S. FENCE 41 0 along interior playground area ' , sroeFALK I A MINIMUM OF FOUR FEET DEEP. z dA?Sflh'C TURF 4 40 12. 3b O REMOVE DEAD WOOD FROM / "I PYRACANTHA ON CHAIN EXISTING 3b �, I C. V. W.D. 1 6 5 s LINK FENCE. RESIDENSE RIGHT OF WAY 3b 1 21 I cuR8FAC6 20 21 22 0 24 39 ` 0 ' 4' Hi h T.S. FENCE ' 12 rn I "---------`� along interior playground area 38 Q 1 0 5 1t 12 PLA YGR 0 UND 3bCNW ACK 37 O—� 4' Hi t:Y/WACB h T.S. FENCE i C 4 13 4' High T.S. FENCE 21 1 12 21 1 12 21 along interior playground area 0 z LY PAM TALL 1 along interior playground area 1 z 5 3b 33 34 35 36 • 25 27 28 29 30 32 (D — — — — �gm — — ;wW. w.... WW � ww_J -�Jl• � J_ Jam. J� � ` r3az S�W4 Tsa O a 30 � a 1 "" IIIIIN ` O 1 I5' High T.S. FENCE T.S. GATE - 5' High I ALONG CALIFORNIA ST. ONLY 5' High T.S. FENCE SELF CLOSING &SELF LATCHING ALONG CALIFORNIA ST. ONLY ` CALIFORNIA �. DRIVE 0 PREPARED BY: NO WORK SHALL BE DONE ON THIS APPROVED BY: SITE UNTIL BELOW AGENCY IS NOTIFIED �,�Dscgp CITY OF PALM DESERT S H E E T OF INTENTION TO GRADE OR EXCAVATE. RAY LOPEZ ASSOCIATES �,� ,t.-o1'f� 9 Under round Service Alert , c�� CITY OF PALM DESERT DATE: LANDSCAPE ARCHITECTURE & PLANNING NII: TOLL FREE M ,. Z-4 PALM DESERT COUNTRY CLUB POST OFFICE BOX 12885 a C�J• PREPARED UNDER THE SUPERVISION OF: L'""" 9 1-800 , � COMMUNITY PARK PALM DESERT, CALIFORNIA 92255 �27-2��a �qT °�' ���� 1 !� , , NO, DATE Y APPYD DATE Phone: 760/772-3123 Fax: 760/772-0243 M WORKING DAYS BEFORE YOU DIG °F cw� R YMOND C. LOPEZ DATE: CONSTRUCTION DEMOLITION PLAN 9 OF 11 B REVISIONS LANDSCAPE ARCHITECT, C.L.N. 3474 NOTE: CURVY COOL COLOR: YELLOW 94'-0" 1. ALL LINES 2" WIDE - Unless otherwise noted CONNECT WATER TO IRRIGATION MAINLINE SYSTEM. Color: Light Green White Acrylic Striping (_Splash Zone 2. COURT COVERING — Acrylic Surfacing / 4 Coat System. Anchor Base Installation Procedure CHAIN-LINK FENCE Measure to inside of boundry lines — khetall-LINation t materials St oat Wash Band "GREENBOOK' Standard l Spsciricotom for Public Works E 4 nd & 3rd Coots Sanded Coats 1 Edition / 208-tat 30,111 ,,,," 12' Diameter (outside ) — measure r-o' GALVANIZED RAIL " 4th Coat Top Color Coat (Green) Teen •a'•DtA. Inside color: Dark Green "GREENBOdt" specifications. PK 3. Install Woven Wire Mesh 6 x 6 x 10 under Basketball Mehor Salts Court. Center in concrete. m 0 0 C ,r 4 ,r a . .r.er:,:,.,.i:rr:� ,:r.is r:r:,:r:r'r,.r:,:,' ,:rr:r,.,,,,'.' e'-r to Inside color of both Keys: Dark Green 3 Point Line 19,-0" 21' Radius FINISH GRADE 3 Point Line +-.. `�• _ � ., Note:This unit includes the control switch —_ +• —t -'_ -. 21' Radius Color: Light Green Cord ' GALVANIZED POST CONCRETE FOOTING ,• " per "GREENBOOK' specifications. Measure to Inside of boundry line 41l2" Per E NBOOK Standard AJ Locate the center of where the anchor base Is A.)Pour concrete footing(See specification sheet =_ 9z= to dimensions). SpecifEditions for Public Works i, 1994 Edition 9OX COMPACTED be located. B.)Attach anchor bolts to plywood template. B.)Excavate a hole for the footing of the anchor Specifications SUB-GRADE Color: Light Green Color: Light Green base(see specification sheet for dimensions), g g Water Element and Anchor Base: Type 304 Stainless Steel Anchor as Fasteners: 1/2"-13 Tamper Resistant,Type 18/8 Stainless steel water ELEVATION — CHAIN —LINK FENCE No SCALE:,:isisisisisisisisr:isi:rii:ii: ...:.. :.:.:.:.. .:.....:: ...::. ............. ........: BASKET BALL COURT N Gasket: 1/8 Flat Neoprene Element G A Q SCALE :.:.:.:.:.:.:r:,:,:,:r:r:,:r:,:,:,:r:,:,:,:,:r:,,:,:,:,:,:r:r:r:r:,:r:,:,:,:,:r:,:,:r:r:r:, isisr:r:r:r:r:r:r'isr:,:r:r:,:r:r:r:,:,....-...-.................:,:r:r:i:r:r:r:r:r:r:r:r• p Fln ..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:�:�:,:,:.:,:,:.:.:,:,:.:.:.:,:.:.:.:,:,:,:,: r:r•r:r,,,:,�:r:r:,:,:r:r:,:,•r.:Util Trench :,r:r r:,'r:r•r:,:r• IGl1iVGI12X x " " Anchor Bolts: (4)1/2 x18 x4 ,Type 18/8 Surface Anchor Base Stainless Steel with Leveling Nuts and Washers Condutt _ II M ,Hydraulic: 14 GP 47 Ft.Hd/20 PSI, .: •.:'���'�' Levelln Nuts� � _ Minimum 1"Supply Line Recommended • ' NOTE: 4. :PI in ra.,.r.r pP Y " Anchor Bolt . a" . R 9.;%:,',: rr . :'. � ' �_ ��j',�._ , �::'.:::. Nozzles: (18)Brass Fine Mist,Full Spray 1-0 . ,.'�• � COLORED GROUT CAP SPLIT FACE BLOCK TO BE TAN IN COLOR. 60 O LE Foundation " r:r:r:i:r:cr:r:cr:r: ��' '"'''�'�/r � Finish: Single Component Moisture Cure ._. � _ COLOR TO MATCH SPLIT FACE BLOCK CONTRACTOR TO SUPPLY 3 DIFFERENT i':':': : BLOCK COLOR SAMPLES TO OWNER \� LL, I' v Aliphatic Urethane FOR APPROVAL PRIOR TO CONSTRUCTION. 30'-0" 30' O" AAA _ t~:• Standard Colors: Red,Yellow,and Dark Blue CL BLOCK TO BE MANUFACTURED IN j,'Z . , � ;<: r, "ONE RUN". 4! .1w `'":' ;• ":i..y.. 3'-2"REF s - 1"N.P.T. . ; Bonding Lug Eco POST ""�'�' .'� •' ACTIVATOR 2-0 �a ,• , r _ _ 16 x 4 x 16 SPLIT FACE BLOCK PILASTER f` ,+ �' _w• 4.0 ." , Foundation 'R• ::.•;'_` ".' _ SOLID GROUTED C.M.U. W/ (4)-#4 vert. •• •:' ia' " - .�'y- (1—each corner) & #3 ties O 24" o,c. horiz. ` -�''�-�-�'=`��`•`� SofTouch Shaft Mounted Activator#N/-033. Install with single TOR controller#WOC-T1 (see detail below)and 100% Washed Concrete Sand 1"irrigation control valve with solenoid&gate valve. 2r-Or, 0. NET " See Detail IF'-SheetL-6 1 18 Thick, Contractor to supply Owner A.)Before concrete sets push anchor bolts Into A.)After48 hours remove template from anchor ;fi3 TIE 0 24" o.c. horiz. with sample for approval prior LO footing to appropriate depth.Vibrate concrete to bolts leaving bottom nut and washer. - -w ' W_-- removeairpockets. B.)Excavate utility trench. Water OU�/SJY CurvyC/OOI �Cj installation, B.)The plywood template should be near the C.)Attach piping to anchor base(see specification d=9" desired elevation of the bottom of the anchor sheet for piping sizes). base. D.)Slide anchor base over anchor bolts and thread Aquotic Playground Equipment o1-o7as 24" MINIMUM LAP It ` on top washer and nut. E.)Adjust top of anchor base to finished surface FINISH GRADE elevation with the leveling nuts, eq. eq. , NOTE: .0 2% min. M . 1. CONNECT WATER TO IRRIGATION MAINLINE SYSTEM, —" RI I 1" KEYED FOOTING , 2, INSTALL 3" ROUND POLISHED CHROME DRAIN GRATE BY 'NOS' . — �E4 DOWELS (1-each corner) ##907PC IN DECKING. INSTALL WITH CATCH BASIN. VIEW rr rr LOCATION OF DRAIN TO BE DETERMINED IN FIELD. 7_--LL CONCRETE FOOTING (fc=2000 psi) 1 909 COMPACTED SUBGRADE 3. CONNECT DRAIN GRATE TO DRYWELLS WITH 3" DIAMETER 3'-0" square E POST SEWER PIPE. wA2) - /4 e.w, M N CURLY— CUE ANCHOR BASE No SCAM K MASTER VALVE No SCALE H SECTION — BLOCK PILASTER NO SCALE B VOLLEY BALL COURT NO SCALE NOTES NOTE: TUBULAR STEEL FENCE (3' tall +/-) 1. Install Woven Wire Mesh 6 x 6 x 10 under • NOTES 8" 1 - COAT OF PRIMER BY T.S. MANUFACTURE Basketball Court. Center in concrete. CONNECT WATER TO IRRIGATION MAINLINE SYSTEM. 1.VERIFY LOCATI ON NTH OWNER PRIOR TO INSTALLATION. 2 — COATS OF PAINT 2. Install Woven Wire Mesh 6 x 6 x 10 under 2.COORDINATE CONTROLLER IRRIGATION VALVE(wlsolencld) i all concrete areas wider than 7'-0". INSTALLATION PER MANUFACTURER'S SPECIFICATIONS Center in concrete. AND DETAILS, Mounting Frame Nac Carduh and wra By mataler 12" 3. Install Vapor Barrier when required. Anchor Base Installation Procedure COLORED GROUT CAP COLOR TO MATCH SPLIT FACE BLOCK CONCRETE SIDEWALK DECKING (—specifications o 2500 PSI, Medium Broom Finish, Type B Concrete �; 8 x 6 x 16 SPLIT FACE BLOCK W WALL Natural Gray Color, 1/4" Felt Expansion Joint of Level Anchor 888e aa:ccr.,.wane:r.,. _ :.C..,r+•..,7..`t..:'-. - - 'rc,:r:racr,:cr . :.: r:r r:r:r:r:r:r:r:r: _- .: s• `,:,:,:,',,,;,,,;,;,;,;, I T� 50 o.c. typical. Control joints at 10 o.c. typical. In All Directions .,=a. :._�, ,.-,.- -r•. i'�';';',n',r;i rr,:r,:r: „ - -S= 1k � ,: is is i:i;i.i•C,:r:r:r 14 Power cord GROUT SOLID w/ ¢#4 DOWELS ® FIBER REINFORCED to YP :rn:,a:rr. as III T ,. y!•.:.r..,,�:• y� reef:,:,:,,:,:,:r.r:rr:,:,:r:r.,: tit ty ranch " :::l. q _ :1-;r : -; u;` , �:-,_,,:r,r:r:r:r:ra.r:rrn:rn Housing: NEMA 4X with Lockable Hasp �' BER RE N ORCED AIR ENTRAINED. �"' L�. ,�.z ..,, ,:,:r,:.-r,:u:,:,:,a:c,:rr (or Power3upplyCondult) 24" o.c. vert. & (1) #4 horiz. r:r:rna.r. ` _.;::•:::•-. '-r:rcr•rrrr.,•r:r•rrr•r-,',..: Input Voltage:120 VAC/60 Hertz Raked mortar a:rcrn•rrn:crr:rn-rci'r,:r. Levelin', �'`�:i? :��':et ::�:: .:r �:i;'a Out ut Volta e: 24 VAC/60 Hertz g� _���:�.:,`.; `. :;...;r. �::- r:,:cr:rr:r,:r.,:r:r:r:rr;a:,:r:r: p g 2" SAND BED Nuts ,:r: -= ::,+ s:'•':t ':'i''i'i'•�:'�:';'c':::' Activator Input: 12VDC r:rrraa:r: -' ��:���:�:,:�:���:�:�:,:,. - .r:r'.,•_r�,: rn'r:ra:raaan:,n }: ,. , ,, i'i' ''i' I`:';. Field Adjustable,5-180 Seconds Q FINISH GRADE {typ,)� '''� ., 90R COMPACTED i:r , r: �. .: :.;...• .:�.•. TOR: (1) y FINISH GRADE V. �'; .; :;=- • '�°�����������°�������° Power Cord: B Font, 18-3 Type SJT with j 1d. Grounded Plug N eq. Time Clock: Electronic,7 Day,Single Channel, varies - refer to plan 8 Program " NOTE: Max.#Activator Inputs: One Per TOR Conduit to Solenoid f : i. :, --, A • ' ?k, ';`• { Max.#Solenoid 0 uts' TWO' Per TOR Valve Box Junction Box(es) . iT C7 l I I i . SPLIT FACE BLOCK TO BE TAN IN COLOR. Utp "`I ? I I, _ CONTRACTOR TO SUPPLY 3 DIFFERENT �. :.:. :•Y'..:4.. r •• '•t w•f:Y'.fi ULListed '- '�I a t t ..-- � BLOCK COLOR SAMPLES TO OWNER t " l -- row a -w W- FOR APPROVAL PRIOR TO CONSTRUCTION. / /4 R I I y.. 'r• •: •. _ .: ,;: t_..�.,....I I..-�I 1- � .�__i I E.,__••,-.£ 3 !- 4 R t •.' ..r:: :•- . - ConduItfrom Actvator I BLOCK RUN', MANUFACTURED IN d +" •`• r:.:=.::_^' 1.Maximum number of solenoid valves recommended Junction Box(ea) N `•"_ ;'i' :'ti.:�:: an each TDR.Note that connection to second e1 •• a d LI • T •d solenoid must be made In a suitable junction box outside of the controller. .. v d 4 ! r� - I%; •' CONCRETE FOOTING __ - _ N v I i ` $ f lyWl 1= fc = 2000 psi) with T = �__ ;r _ Ir 1A mum'. �, „� 1 ;= .? i W, Wi€ €1€- A.)Level anchor base with level and leveling nuts. A.)Back fill utilitytrench. n W/ = 200 Cont. QS shown B,)Level anchor base with level 90 degrees from B J Pour concrete slab. original position. C.)Vibrate wet concrete around anchor base so "' W0C-T1 2'-Q" INSTALL W.W.M. 6 x 6 x 10 C.)Repeat A and B several times--until anchor that an air pocket is not created beneath the WOter�SB�f Timed Duration Controller 90X COMPACTED SUB-GRADE base Is level in all directions. anchor base. "°10tB' E°"d"""t ».•«r,ga+".rm.r-"• N, roaw..,m" w.ra.r- ".ar..."»mo-r 90% COMPACTED SUBGRADE AS NEEDED. CENTER IN CONCRETE. a+»rm,r»-amav-na--•."..moan,".»" .,.,�. See notes above. I D,}Check that the top of anchor base Is level with the finished grade and•-repeat leveling steps above If needed. Note: If the water element touches the finished surface In two places See'Dual Connection L CURLY—CUE TI M E R/CON TROLLER No SCALE I No SCALE E SECTION — LOW WALL c�3C T.S. FENCE No SCALE (� SECT. — CONC. SIDEWALK / DECKING NO SCALE Anchor Bass!natal/atYon Procedure"sheet. -�: •_'•Top Flange . Y� = Bolts to Bottom Flange �W Included Parts ,. 2" N a T E S: N a T E S: RAIL COLOR SELECTED BY OWNER. COLOR SELECTED BY OWNER. :. Flange ....: .•` Gasket A.)Anchor base " » NO SPOT WELDS. CONTINUOUS NO SPOT WELDS. CONTINUOUS B.)4 Stainless steel anchor bolts-1/2"x 18"x 4" POSTS RAILS - x uare WELDS ONLY. WELDS ONLY. with 2N2W POSTS A RAILS - 11 GAUGE a ••: d, `- C.)Temporary plywood template GRIND ALL WELDS SMOOTH. GRIND ALL WELDS SMOOTH. c .• :•-.a- '?:r.::. :. :_ 3/4'• PICKET NO PLASTIC CAPS ON POSTS NO PLASTIC CAPS ON POSTS. s--� „• - •� D.)Gasket PICKETS - 3 4" x 4" square STEEL CAPS ONLY, STEEL CAPS ONLY. v� r r -}�: e.%•_3�:, . eq 18 gouge thick minimum 1 COAT OF PRIMER. 1 COAT OF PRIMER. POST center pickets on rail 2 COATS OF PAINT, 2 COATS OF PAINT. Provided by Installer SLOPE TOP OF FOOTING POSTS .;y.. SECTION -A g e•_e•nwx. @ 2><AWAY rA FROM POST, =:'z �ri•�_r" �'%;";.,•,f ° A.)Piping and conduit as required + f rC F B.)Concrete,forms,&decking by Sundek � 8'-0" max. 1•-s` A.)Apply finished surface to concrete. B.)Clear any debris in piping and anchor base centerils TM d PICKE . - 3 4" x a" a uore POSTS on RAILS - 11 2. x Y e thick N ucre to gauge thick minimum POSTS ec RAILS - 11 ' gouge thick min. housing. Water Odysseyn C.)Attach top flange to anchor base with tamper �. resistant screws. BLOCK PILASTER `o � 78x4x1$ D.)The flange bolts must be tightened in three Aquatic Playground Equipment n �, 21- Aquatic stages: ar Iw 1.25 foot pounds Date 01.Y7.00 H 2.40 foot pounds WaW0dyuayDMslon&Th9FountalnPeople g°� _ BLOCK PILASTER 3.50 foot pounds PO Box 807.San Macro,TX 78087.512-302-1168 - - - ». -... t" BLOCK WALL o h Tighten in a 1,3,2,and 4 pattern. FINISH-GRADE 2, High n _ tJ 4. Q LU LLL CORE DRILL & GROUT SOLID " 11 LAIN'4-111111111 SH GRADE INIVIEW rr�rr .. , , . . TUBULAR STEEL FENCE � b -z.�- � 1` .� -- CONCRETE FOOTING - Move 1 - COAT OF PRIMER BY T.S. MANUFACTURE = •. when odi to pilosta as shown, 0 2 - COAT$ PAINT ELECTRO-STATICALLY APPLIED �' � ' CONCRETE FOOTING a COLOR SELECTED BY OWNER, _W ' N CONCRETE FOOTING REFER TO MATERIALS LEGEND 1-e• rrrl 90x COMPACTED FOR FINISH dr COLOR. SUB-GRADE �r L �o 0 TURF ROTOR / POP-- UP SPRINKLER No SCALE M No SCALE No SC ALF ELEVATION LOW WALL & ' T. S. FENCE No SCALE D ELEVATION — TUBULAR STEEL FENCE No SCALE L Cb R C!7 "CS J H Q UJ PREPARED BY: APPROVED BY: NO WORK SHALL BE DONE ON THIS S H E E T cn SITE UNTIL BELOW AGENCY IS NOTIFIED N S z OF INTENTION TO GRADE OR EXCAVATE. c�pF CITY OF PALM DESERT RAY LOPEZ ASSOCIATES Under ound Service Alert ��' LO e�ti I' W } tO CITY OF PALM DESERT DATE: PALM DESERT COUNTRY CLUB LANDSCAPE ARCHITECTURE & PLANNING Call: TK fRE � � `' PREPARED UNDER THE SUPERV151oN OF: L- 1 POST OFFICE BOX 12885 ` 1 -800 COMMUNITY PARK PALM DESERTS CALIFORNIA 92255 227-2600 fglF a o��P �� -Z4 2 REVISIONS VI S I 0 N S Phone: 76a/772--3123 Fax: 760 f 772-0243 F CONSTRUCTION DETAILS 10 of 11 N0. DATE BY APP D DATE TWD WORKING DAYS BEFORE YOU DIG LANDSCAPE LOPETECT, C.L.N. 3474 DATE: i 4 0. REMOVE EX—GATES FROM SITE REPLACE WITH NEW CHAIN—LINK PROM"LINR L4 DIMENSION FROM CORNER OF Ln PROPERTY LINE. �p PROPERTY LINE f 9' CONCRETE SLAB j an d BLENCHES / r,, i (typical) EXISTING CHAIN—LINK TO REMAIN PROTECT IN PLACE. '„ .� ,.�•"` ,� AA DD� DO PAR-K ff �" ��` EXISTING CHAIN—LINK TO REMAIN 60 PROTECT IN PLACE. ■ f r INSTALL CONCRETE 6" FROM PROPERTY LINE NEW CHAIN—LINK FENCE, .� " _ ____ X L E,� SE DESCRIPTION PLA T GATE 4 W€de , LATCH ..._----• CP. e_n X EXISTING CHAIN—LINK TO REMAIN !�/ THIN PORT1 ON OF PROTECT IN PLACE. — EXISTING CHAIN—LINK TO REMAIN A- LOT 2 7 TRACTINSTALL SIDEWALK. 3' 0' 21J7 + PROTECT IN PLACE. FROM PROPERTY LINE �.�. X M 7'-0 -6. n p�• w o EXISTING CHAIN—LINK TO REMAIN --{ fl. PROTECT IN PLACE. C) SINIALK f NORTH Z . . / 0 10' 20' 40' -� EXISTING X 3: ROSE i GARDEN EX. BUILDINGS V N.T.S. aligno E EXISTING T.S. FENCE, LOW WALL, AND PILASTERS TO REMAIN. PROTECT IN PLACE. ' VOLLEY BASKETBALL PROPERTY LINE • BALL -o 3' ?•_Qw " EXISTING T.S. FENCE, LOW WALL, AND PILASTERS TO REMAIN, EXISTING CHAIN—LINK TO REMAIN X - 4'-0" 50'-0' PROTECT IN PLACE. PROTECT IN PLACE. ENTRY ;. N.T.S. h GATE PILASTER - Install face of / pilaster 10" f/property line do ' 5IDEA'ALK" }: . • ' 20'; r � against chain-link fence. X S• � • e • Center Pavillion on' � � Restroom Building; EX. CHAIN-LINK FENCE lo'-0" 1 2 3 5 s 8 9 10 11 12 2!-4" o tea. +/- !%- ':'� 45d' ' PILASTERS - Install face of V1LIJd � + pilasters 10" f/property line PARKING t typical ). X 45d RE 7' 1 V ROES f/ HANDiCM RAitP - Per A.D.A. do Center low wall do T.S. Fence City of Palm Desert's details & 2 / on pilasters. ,» € a 45d• specifications. o CURBFACR 21 3 / J o i4'-0" 20'-91 lA'-tl"' '-0" 14'-0" g _S" 14'-0" 2'-3" L8"GbNG rAtK l^' I SIDEWALK - Install 3° from face �` fs. . T ^�` ' 4 ` / T uai ' equal 2 "' a 13 14 15 I8 17 19 1 of pilasters. /j; M • 45a , t O z • �• � ,� � 31D6MALA' m � axtsrrNs TURIF' � s €f 40 EXISTING Center o ni on #€I ` Q RESIDENSE C. V. W.D. Restroom Building. f O s 5 / / z RIGHT OF WAY , F ff I MAMMA � 20 21 22 23 24 39 IPILASTERS - Space equal distance apart. c 438 PLA YGR 0 UND 5' 7'_0" 3'_0" 3� 1 Aa �- r CUwI CURBRACB 23'-2" 21'-4" /' 4' 5' 127'-0" 04 I i PgppB9tY Z Z LT. PATIU PALL • . yQ. 11. ,. � � S-4 S� � C� Z - 9JD61IALK _ 3= LO I 2 2 2 2 3 32 33 34 35 3s i 2' 4" 5 7 8 9 0 SIDEfyALIC. 4'. a z as _ 040 " 1 Q ' PILASTERS - Install face of I TUBULAR STEEL FENCE T.S. GATE pilasters 10" f/both property lines Install 6' from Property Line TUBULAR STEEL FENCE typical )' SIDEWALK - Install 3" from SELF CLOSING & Install 6" from Property Line tubular steel fence. SELF LATCH NG 1 CALIFORNIA DRIVE PREPARED BY: NO WORK SHALL BE DONE ON THIS APPROVED BY: s H E E T 31T� UNTIL BELOW AGENCY IS NOTD?lED �.NDS CITY OF PALM DESERT Cgp�, RAY LOPEZ ASSOCIATES OF INTENTION TO GRADE OR EXCAVATE. , Under round Serice Alert c L CITY OF PALM DESERT DATE: LANDSCAPE ARCHITECTURE & PLANNING C( : TOLL FREE Lei PALM DESERT COUNTRY CLUB % POST OFFICE BOX 12885 1_QO� 4-+ PREPARED UNDER THE SUPERVISION OF: PALM DESERT, CALIFORNIA 92255 W o� COMMUNITY PARK 9 221-2600 NO. DATE BY REVISIONS APPYD DATE Phone: 760/772-3123 Fax: 760/772-0243 TWO WORKING DAYS BEFORE YOU DIG RAYMOND C. LOPEZ DATE: DIMENSIONING PLAN 11F 11 LANDSCAPE ARCHITECT, C.L.N. 3474 0