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HomeMy WebLinkAboutPalm Desert Skate Park_1 c � a Z1 . LANDSCAPE ARCHITECTURAL CONST.RUCTION DOCUMENTS REVISIONS FO Rm Aak R C I: E P.�T� Po ' Cl %f Sl(#kTEP PALM DESERT CALIFORNIA ru SUBMITTAL W NO. DATE _ W OI/22/g9 0HEGK 5ET 02/igl9Q 2 GHEGK 5ET t I CHECK 5ET J W iJ t VICINITY MAP: ` GENERAL NOTES: SHEET INDEX: A. ALL CONSTRUCTION SHALL BE AGG T-1 TITLE SHEET 1-1 IRRIGATION ORDINO TO CONSTRUCTIONPLAN Q PROJECT DOCUMENTS PREPARED BY PURKI55 R05E/R51 LANDSCAPE D-1 DEMOLITION PLAN I-2 IRRIGATION DETAILS Z w LOCATION } ARCHITECTURE, RECREATION AND PARK PLANNING AND SHALL I CONFORM TO PALM DESERT G I TY STANDARDS. COORDINATE WITH G-1 GRADING PLAN P-1 PLANTING PLAN Q O Q CITY PRIOR TO CONSTRUCTION.z W W ION R DR-1 DRAINAGE PLAN P-2 PLANTING DETAILS Lu to B. CORRELAT O OF D AWINOS AND SPECIFICATIONS: ANY WORK NOT INDICATED ON THE DRAW I NO5 BUT GALLED FOR IN THE L-1 CONSTRUCTION PLAN E-1 ELECTRICAL PLAN LU Q Q SPEC I F I CATIONS, OR \/I GE-\/ERSA, SHALL BE FURNISHED AND DT-1 CONSTRUCTION � U � PERFORMED A5 THOUGH 5PEG I F I CALLY INDICATED AND GALLED DETAILS E-2 ELECTRICAL PLAN w FOR IN BOTH. ANY WORK NOT INSTALLED ACCORD I NO TO LL! cz DRAWIN65 AND SPECIFICATIONS OR ORDINANCES AND LAW5 DT-2 CONSTRUCTION DETAILS E-3 ELECTRICAL PLAN —J H L SHALL BE REPLACED. DT-3 CONSTRUCTION DETAILS E-4 ELECTRICAL PLAN � wS=~ 0 U) Q z � CIVIC CENTER PARK t yo W a W W C. DO NOT SCALE DRAW I N5 5. USE DIMENSIONS INDICATED EXCEPT _ i 0 LL U Q ON IRRIGATION PLANS. `-' w O U z G I TY HALL D. ANY D I SGREPANGY IN THE DRAWINGS OR SPECIFICATIONS SHALL o w►TE J > J w BE GALLED TO THE IMMEDIATE: ATTENTION OF THE LANDSCAPE rF of CAL)F w D0G ARCHITECT. FAILURE TO DO 50 WILL PLACE RE5PON5IBILITY U V cL PARK 4 SKATE PARK ON THE CONTRACTOR FOR CORRECTION. E. CONTRACTOR TO PROVIDE G I TY WITH DRAG FORMS FOR SCALE: APPROVAL PRIOR TO 5HOTGRETE INSTALLATION. ALL DRAG NTS SAN PABLO AVENUE FORM RADIUS SHALL BE PER PLAN. APPROVALS: DATE: F. CONTRACTOR SHALL VERIFY ON SITE, ALL DIMENSIONS AND 03.15.99 LOCATION OF ANY UNDERO ROUND UTILITIES. DRAWN BY: 5. THE SPECIFICATION SHALL TAKE PRECEDENCE OVER THE A.G.H DRAWING WHEN THERE ARE D15GREPENCIE5 BETWEEN THE TWO. CITY ENGINEER DATE PROJECT NO: 98-120 CITY OF PALM DESERT SKATEPARK SHEET NO. ; NOT TO SCALE v OWN, PARKS AND RECREATION DIRECTOR DATE Poo* Tml _ .- 16 Cori EXISTING CURB AND CUTTER TO REMAIN - PROTECT IN PLACE n1 EXISTING 6' WIDE SIDEWALK TO REMAIN - PROTECT IN PLACE EX 1 STI NCL AG PARK I NC LOT - PROTECT IN PLACE a 4P EXISTING CURB TO REMAIN - PROTECT IN PLACE • LIMIT OF WORK EX15TINO IP . -� EXISTING 6' WIDE SIDEWALK TO REMAIN - PROTECT IN PLACE • ron 8 / EXISTING CURB TO REMAIN - PROTECT IN PLACE `W LIMIT OF WORK S EXISTING &' WIDE SIDEWALK TO REMAIN � LIMIT OF WORK PROTECT IN PLACE EXISTING TREE TO REMAIN i PROTECT IN PLACE EXISTING CURB TO REMAIN REVISIONS EXISTING TREE I PROTECT IN PLACE TO BE REMOVED I- EXISTING TREE TO REMAIN PROTECT IN PLACE J f EXISTING TREE TO BE REMOVED Ll I _ EX15TINO TREE TO REMAIN 1 PROTECT IN PLACE IIL � EXISTING MOWCURB EXISTING TREE TO REMAIN TO BE REMOVED PROTECT IN PLACE Z EXISTING TREE TO REMAIN PROTECT IN PLACE EXISTING CURB AND CLUTTER z TO REMAIN PROTECT IN PLACE o o O EXI5TING TREE TO REMAIN PROTECT IN PLACE EXISTING IRRIGATION CONTROLLER O EXISTING i NTERSEGT I ON RAMP SHALL BE REPLACED W 1 TH LARGER TO REMAIN - PROTECT IN PLACE LIMIT OF WORK o CONTROLLER AT EX15TINO LOCATION W 0 EXISTING TREE TO BE REMOVED EX15TINO CURB AND GUTTER TO REMAIN EXISTING TREE TO REMAIN - PROTECT IN PLACE W PROTECT IN PLACE EX15TINO SIDEWALK TO REMAIN - PROTECT IN PLAGE EXISTING TREE TO REMAIN - PROTECT IN PLACE EXISTING TREE TO REMAIN - PROTECT IN PLACE QVENUE Q a io► w 4v Z Q rw Lu L1J U. Cn -J LU Q Q �cJuJ � L QZ � W a' WW L� LLUD 0 () 2 J > J 111N UUC DEMOLITION NOTES: z �NDsc pf J I. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO 4. ABANDONED UNDER5ROUND FACILITIES (VERIFIED BY THE A6ENGY), q,Q 1. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL 10. SHOULD THE CONTRACTOR ENUXNTER ANY EXISTING UNDERC4ZOUND AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS AS ROOTS THREE INCHES IN DIAMETER AND LAR6EK ROCKS AND BROKEN BE DISPOSED OF OFF SITE BY THE CONTRACTOR, WHO SHALL. MAKE ALL UTILITIE5 NOT SHOWN ON THE DRAWINSS, HE SHALL IMMEDIATELY REMAINING. MASONRY LARSER THAN FOUR INCHES IN ANY DIMENSION SHALL BE NECESSARY ARRAN6EMENT5 AND PAY ALL RELATED COSTS. NOTIFY THE AGENCY REPRESENTATIVE WHO WILL DETERMINE FURTHER _ao a SCALE: REMOVED TO A MINIMUM DEPTH OF 12" BELOW FIN15H GRADE. PROCEDURE. / cc -a 1 ._20'- J n■ 2. ALL REMOVAL YVORK (EXCEPT AS NOTED) SHALL BE DISPOSED OF OFF- 8. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT EXPENSE OF THE * SITE, IN A LEGAL MANNER, AT THE CONTRACTOR'S EXPENSE. 5. M15CELLANEOU5 INACTIVE OR ABANDONED UNDEROROUND FACILITIES CONTRACTOR. KEEP ANY REQUIRED UTILITY IN OPERATING CONDITIONS II. BURNING OF DEBRIS WILL NOT BE PERMITTED EXCEPT BY WRITTEN 9 � 9 p�'�P DATE: LOCATED 12 IWGi PR OR MORE BELOW FINISH GRADE MAY BE DURIN6 ENTIRE PERIOD OF WORK, INGLUDIN6 EXI5TIN6 IRRIGATION PERM15SION FROM THE AIR POLLUTION CONTROL AUTHORITIES AND cat-�4° .15.99 3. CLEAR THE SITE OF GRASS, YV�D 6fiiOWTH, RUBBISH, DEBRIS, PAVEMENT, WITH AGENCY APPROVAL. SYSTEMS FOR LANDSCAPE MAINTENANCE. GOVERNING FIRE AUTHORITIES. CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY THE AGENCY), ETC., THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE 6. MISCELLANEOUS ACTIVE LINES WITHIN 12 INCHES OF FIN15H GRADE THAT DRAWN BY: 51TE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS. ARE UNCOVERED DURING THE SRADINO OPERATIONS SHALL BE 9. INACTIVE , A ABANDONED UTILITIES SHALL E To TH LOCAL PROTECTED. REMOVED, AND PLU66�ED OR GAPPED GT TO THE LOCAL A.G.H. GOVERNING ORDINANCES. PROJECT NO: jjr 98-120.TOLL fib0-422.4133 ARIMDOWS SHEET NO. m n apywom ua■�ouoaMct�ra��w�a�ar► Dml OF 16 LEGEND ��,� EXISTING ELEVATIONS GENERAL NOTES PROPOSED ELEVATIONS 1. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT GRADING ORDINANCE. ,._.(8S)�EXISTING CONTOURS 2. THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES. PARKING LOT LAYOUT, BUILDING LOCATION. - WALL HEIGHTS TOW TOP OF WALL AND LOCATIONS, OFF-SITE DRAINAGE FACILITIES. OR OTHER ITEMS NOT RELATED _. .. DIRECTLY T THE BASIC GRADING OPERATION. _ TOC TOP OF CURB ' 3. A LETTER OF CERTIFICATION FROM THE ENGIMEEA-OF-WORK STATING THAT THE TR TOP OF RAIL GRADING HAS BEEN COMPLETED PER THE APP�ED PLAN. AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR TO THE TOP OF DRAIN BUILDING PERMIT ISSUANCE. FS FINISHED SURFACE 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT OF z TOP OF BENCH COMMUNITY DEVELOPMENT. ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS SHOWN A$-STAINING WALLS TP TOP .OF. PILASTER SHALL BE CONSTRUCTED TO CITY OF PALM DESERT •RETAINING FALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. TF TOP OF FENCE _ EXIST. 4' WIDE TS OF STEPS 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. CATCH BASIN BS BOTTOM OF STEPS 6, IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION THE- ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE G , 2f SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DEPARTMENT OF PUBLIC FLOW OF DRAINAGE WORKS. � ,- 0� 0� � `�v� � TOG TOP OF GRATE . 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE ONSITE. OFFSITE AND _ ADJACENT UTILITIES. FACILITIES AND PROPERTIES. STDp HANDICAPMP IM1T• OF WORK J8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT RAMP TD 3.00 /�� SADJACEWATEROPERTYFOWNERS FROM ANY AND DEPOSITION OF L DAMAGE THAT MAY OCCUR FROM `,, fi► DEBRIS RESULTING -FROM ANY AND ALL BOSS �� INV 74.07 0� Sly � �'`'� �6 WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE GRADING PLANS. EJECT' E VE 1 s,, NV 74 9 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC MOIMCS (760)776-6450 CON t STOP SIGN c r 2` °off, LIMIT OF WO AT LEAST 24 HOURS PRIOR TO. COMMENCING ANY WORK. IRK. 77 1 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL Off- ^xv 71 77 77 C"I ^ � UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY oA h ASSISTANCE CALL: { I F '� `' F �'�.Q`' ��` SOUTHERN CALIFORNIA EDISON COMPANY 1_800_227-2600 F �0 ..OAT � �� 1A�. SOUTHERN CALIIFORNICOMPANCOMPANY i 800 227-2600 0 1-800-227-2600 Y t3 '! i9 ` ��0 "4 ��g �` 4y h a^ ` MEDIA LLA VALLEY ONE (CABLE TAVER DISTRICT 3340-133112 EXT. 281 a 3 S 1 qr 11 . ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING TR 83.!6 ��' k`' OPERATION AND RELATED WORK. ANY MONUMENT WHICH TH E HE CONTRACTOR ANTICIPATES � 4� S82 TRBl.+� ti'1 DISTURBING SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR O 3 `,� FS82.00 ��3� g8. �0 L�'b_ OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL MONUMENTS r� DISTURBED OR REMOVED SHALL BE RESET BY A LICENSED SURVEYOR, OR A CIVIL POOCH GTE (STEEL LID) 0y �. .�'�af`2, �5� DECOR. 5 ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. AT THE CONTRACTOR'S R �92 .� a4`� CERARC 4 EXPENSE. PARK i Mph a FS 1.844 �6cP sj�. �'' SPEC 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM A F5 � �,! i.•� 5 6h DESERT DEPARTMENT OF PUBLIC WORKS. IF CONSTRUCTION HAS NOT COMMENCED WORKS 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC 4 • 08x 4�0� M�' ZR 83.23 �iy oAWLM OERSERT FtEDEVELIOPMENT `al i F S 81.'72 . Am TR aS+ �`� � � �g`�°` y�o ~ �° 3 FS 8161 m M O 40TE:THE QUANTITIES- SF101AIN E O 73510 FSED WAKING DR ES ARE F RTHE PURPOSE PALM DESERT CA 92264 4y� ~may c 3 � � �`a ��a OF OBTAINING A PERMIT ONLY. THE CONTRACTOR IS SITE ADDRESS: FP' o^`� FS8►. ? F 8+. 7 a- RESPONSIBLE FOR HIS OWNOUMCITIES FORBIDDING( • 73W FRED WARING DR. PALM DESERT,CA SZ260 YIELD SIGN ��c .,�� 4y ' � `�° ' FS F 1.b2 FS 81.50 �' � ��`; ` � q•/ 10'��`�3 �� r - O DRY WELL PER CP..Q_U I tEA - -' 8�` q0 ^• �` ! try I \ 4;'' © 6 ADS STORM DRAM OR EQUAL 2S3LF #51-' " © W/PA CASTt GRACE BASIN J4R 1212-W OREQIIAL LEGAL DESCRIPTION: �, • ,\� 0 Uzi, 0 �7, ��` 6EA PORTION OF APN 622.250-010 tx EARTHWORK ASSESSOR'S PARCEL N0:ORK QUANTITIES APN 622-2so-olo OPEN' C�T V I 0 �� o�i ,�' - �° LL- u. 9`� -�"?� �,�A�to, f 6 x6 v1i i� �+ °�° 1930 RISER ti CY RAW CUT '�5 RAW FILL 0 SEE DE TTlL"B" s. o I y • MIT OF WORK PARK HANDICAP �ti �` <° 9ti RAMPS WATER METER tNY T3. 0 a 4� STEEL LID , ` '�' `�- (eot7 . 2) (UNMARKED' ��' RIRE HYDRANT EN TRY �� � - _ _ _ - Ail DETAIL W O : . c.L TE 6,FRA9. N T S A-1200 EXIST. CATCH BASIN I I ion AND MANHOLE. I - oti DETAIL "B" ?�•FG845 0Z, N T S •>K'xl tell Ml I RETAkNINGWAU- 4 T PER A,RCt-t'S } G'ADS ST000A DRAM OR EQ. 1.5' F I-S' A.". SEC:TION A ------- NTS TYP. CURBING =PER ARCH'S SPECS I �= 1 �• MIN _ •••• 40 1.74 IL A„FAs DR Fri' �. 3 2'7• c .. tt"IMNt. • • M[-GAIT CONC. Sul. i � : • , O � ,, J °: • • SITE �- t�� S=AS NOTE -� , . ' � UNDERGROUND SERVICE ALERT 1%MU � ps F CALL TOLL FREE �3:��lt , B oit�^tTION"BB" •.�' TO air i wASMEc 0 0 1 -800- f i •, D tNARING L 2 7- SCALE: 1" 20, � - --�. - _ •a s � e°A e e �'O •• • .•'•• / _._ 2600 SCALE: i" = 20'1-77 CoNc AfiCN'SENCH PER �°o°e 0 Q,a o e•�%:' t. }A'' ON M w 'Mid SPECS. �O�t� UM� i1n1R 2 W 0 ZO 40 60 too _ ��L' %✓1 V 1\N t.S" ' . . q •...� •• SOIL. VICINITY MAP WORKING DAYS BEFORE YOU DIG NTS SEAL SEAL APP OVED BY: DATE: °'�� IN THE CITY OR PALM DESERT. CALIFORNIA . UNDERGROUND UTILITIES ,- PRIVATE ENGINEERING NOTE �,oFtasi� •' ALL UNOENOAIHOS UTILITIES OR STRUCTURES REPORTED BY THE R OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Q A o r.�n 1uI PALM DESERT SATE PAR OTHERS AND ?HOSE SHOWN ON THE RECORDS EXAMINED ARE INDICA'ED WITH ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE �tr� CHR/s W La�' uv . cis u�l•G 8 `11'8�°, [n�J THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE Q` r/�. Fy RI RD J.FOL S CITY ENGINEER THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT �� `Z o CITY OF PALM DESERT TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING' SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- " R► i E ' �` R ® DRAINAGE - c7 No.60083 a r�+ R..C..E.. N0. 25320 12-31-01 > RESgLUAL TINS FROM EXISTENCE OF MMRGROLN40 UTILITIES OR STRUCTURES NOT WENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO W � m EXP. DAT 77-682 COUNTRY CLUB .DRIVE, STE F-2 RErMOR'fE0 TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER`AGREES 06.30-01 PRE A BDATE-; /, PALM DESERT. CA. 92211 EXAMINEDG. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ? PH: (760) 345-7808 FAX: (760) 345-4727 GRADING P�.�!'Al� 1 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE r'� Clvll �` UTILITIES dR STRUCTURES FOUND At THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING am OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. F O� 1°='20' eHDH1ARt: BCR IN PARK1 LOT NORTH OF SITE OF CAS E A CHRISTIANSEN •. NC? STRUCTURES CONCERNED BEFORE STARTING WORK. y y, " MARK REVIBIONIB � AM. DATE "• IN THE 9E 1/4 OF ACTION 17. *11111114 7 �_ DE910*0 BY: DFiAW BY: aecxm by. R.C.E. NO. 50083 EXP. DATE: 6-30-01 oATE FEB .1999 T = 83.00 M.W. .1 - "11.1' -12.51 40.0' LIMIT OF NORK, P.O.S. - POINT OF BEOINNIN6 4ppw a FOR D I MEN51 ON AND LAYOUT a � AT CORNER OF EX 15TI N6 CURB. P.A. _..___.,...._.,.... 20 20 2 _...____._. .____....___._ - 20 O.O 41.5' 12' 42.5' �' 2'1.5' P.A. :14.8 17 13.5' 14'- I7 15' I� 8' 6' 13.7 24' O 35 P.A. 2.51 q0.0°' a 4' 2.7 r In Ej mi coon I7 I I 2' 3' q.5' 15 5 8 8 �� IOb �+ a KJ Ic. t4.2' a 15. 8' 1-7 21 12.2 1&1 32 21 35 I q v>=REFER TO ralL 'i', SHEET Or-2. FOR DIMENSIONS OF CONCRETE PATTE N a `..� I I � � � 4 I6.0� 5.5' 155° 27.0' 24.5' 6.3 I.5 13' a 10 8 a L" I9 R5 5 6.5 c{O° K 5.0' 1'7 - -) � ��, a i 5 2 �� ,� 8 31 8.6' I7 2 '� 22 I R� 8 450 ' 24 14' 14 R Ej 37 36 20.0' o. 09 1 O 5 • - Iq 24 24 , REVISIONS a .0 a � fiv q.q' 30 23 11.2 RIO 1-013 c1 .4°' g I 25 ° -j i 6.0' 7 oz1037 R15' K b l q .4°' ' .0 0 11.4'a w xO o8b 8 Iq 1 21 45.0 O R50' a 21 I8 F� �� I q PA tc.i K Ric v Ej rn 5.0 5' I4 13.4 22 8 � 6 � 17 v � • b.o' -1 1a.o ,cJ 9.a los iq 5� 2" Q i 0.2 O 20' 6� ,` 1.5 23 i q 40.0 � 4 23 3 22 -4' 24 cl-1) z kid FvKi �. mi 4 12 2.0 �' a II.B �.. 18 ~ 20' I8' I8' 34 rn Iq Z 6 z6 12.4 F� I q �� 1 a / � 1 5 �,I 21 O a I, Q 5G 11 R4o t4 I! q0.0 1 RI3' 15.7 21 35 . w - Ej qo.o aEj 5 33 5 6 'j 7' F-i E.I q0.o O 35 w I� 17 2q 20 Irt 1� 17 20 2q U 1-7 Irt Io.o V' 16.7 30.5' 24' ID.`15' S' 13' 8' q' 8' 15' 10' 16.5' 6' 10.5' 15.5' 35 P.A. P.A. 151.25' PA P.A. 35 LIMIT OF NORKI, Q EXISTING CONCRETE SIDEWALK CL O I.L_ Lu W � J w Q Q CONSTRUCTION NOTES. SYMBOLS � < U la. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT, AND SPECIAL CONSTRUCTION LEGEND: U) 2 a� PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE CITY OF EJ EXPAN51ON JOINT OF PALM DESERT'S AUTHORIZED REPRESENTATIVE PRIOR TO POURING W I. 4 CONCRETE PAVING, REFER TO DETAIL A , SHEET DT-I KJ KOLD KEYED JOINTS us < Z LLU(GIVE A MINIMUM OF 4b HOURS NOTICE). a _ b .CONCRETE CURB, REFER TO DETAIL D , SHEET DT I. PA PLANTING AREA � Q Z � 2a. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO O PERIMETER FOOTING, REFER TO DETAIL 'B', SHEET DT-I 21. 10' HIGH SPLIT FACE BLOCK COLUMNS BUILT AROUND PROPOSED W a' L.1.1 a CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE5 3�. TRANSITION RAMP, REFER TO DETAIL 'E', SHEET DT-I SUPPORT P05T5 FOR SHADE STRUCTURE.REFER TO DETAIL ' ', SHEET DT-I. R RADIUS I. U 0 INCURRED. D 0 L62 Ib" HIGH SPLIT FACE BLOCK SEATING WALL WITH CONCRETE GAP EQ EQUAL O ! c O FLAT RAMP, REFER TO DETAIL 'F', SHEET DT-I REFER TO DETAIL 'M', SHEET DT-1. REFER TO DETAIL '6', SHEET OT-2. v G O CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN J...1 ON IRRIGATION PLANS IN EXCESS OF EXI5TIN6 SLEEVES PER CITY'5 O STEEL EDGING, REFER TO DETAIL 'K', SHEET DT-1 4" COLORED CONCRETE PAVING WITH L16 PO�i POINT OF BL-GINNING HT SANDBLAST FINISH. >_ APPROVAL. b. STEEL COPING, REFER TO DETAIL 'L', SHEET DT-I REFER TO DETAIL 'A', SHEET PT-1. EJ EXPAN51ON JOINT Q 4. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE a 4 OVERHEAD STRUCTURE SHALL BE INSTAL ED BY a. U U a' L SHADE STRUCTURES. 5G 5AW CUT O LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK5. 7. BENCH W/a COPIN6, REFER TO DETAIL 'H', SHEET DT-I PER MANUFACTURER'S INSTRUCTIONS. COORDINATE WITH GENERAL n CONTRACTOR, LANDSCAPE ARCH. AND G I TY PRIOR FOR EXACT W O THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND V TOE CONNECTION, REFER TO DETAIL G, SHEET DT-1 LOCATION FOR APPROVAL AND PRIOR TO INSTALLATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE q, BENCH W/ ED61N6, REFER TO DETAIL '6', SHEET DT-I NQSCA LANDSCAPE ARCHITECT AND GITY'S REPRESENTATIVE. Q Q DRAIN ND5 MODEL �t21B, AVAILABLE THROUGH NIPS, I.b00.726.1014IIb. `p H SCALE: O CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING, CONDITIONS IO WALL W/ ED6IN6, REFER TO DETAIL 'C', SHEET DT-2 6b KINKED RAIL, REFER TO DETAIL 'K', SHEET DT-2. _ �' in 1 o'-Q' AND 51TE CONDITION5 BEFORE STARTING WORK. LANDSCAPE II. SLOPED RAIL #I REFER TO DETAIL 'I', SHEET DT-2 ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES MANUAL PAD, REFER TO DETAIL '0', SHEET DT-I. DATE: OR POSSIBLE DEFICIENCIES. 12 STEPS W/ TUBING, REFER TO DETAIL 'J', SHEET DT-I �b DRINKING FOUNTAIN BY M.D.F. MODEL# 4q3, INSTALL PER MFR. SPECS. �o���� 03' 15'99 O CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED 13. BOWL, REFER TO DETAIL 'A', SHEET DT-2 q 12" X 12" DRAIN - REFER TO GRADING PLAN DRAWN BY: SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. A.G.H. 14 O THE DRAWIN65 AND SPEGIFIGATION5 REPRESENT THE FINISHED WORK. PYRAMID, REFER TO DETAIL T. SHEET DT-I GONGRETE 5TEP5, REFER TO DETAIL 'L', SHEET DT-2. PROJECT NO: ALL BRAGIN6, TEMPORARY SUPPORTS, SHORING, MASONRY, ETC. is . 13. FUN BOX I, REFER TO DETAIL 'B', SHEET DT-2 *=/1"""' 98_1 ZO THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS I. SLOPED WALL, REFER TO DETAIL 'J', SHEET DT-2. TOLL FREE TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DOES NOT INCLUDE Ib FUN BOX II, REFER TO DETAIL 'D', SHEET DT-2. 2 6UARD RAIL, REFER TO DETAIL 'A', SHEET DT-3. 1��422-41� INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT SHEET NO. THE WORK5ITE. THESE VISITS SHALL NOT BE CONSTRUED A5 RETAINING WALL, REFER TO DETAIL 'E', SHEET DT-2. 3 FLAT RAIL, REFER TO DETAIL 'G', SHEET DT-3. ATMWT*ODAYS CONTINUOUS AND DETAILED INSPECTIONS. Ib 4" COLORED CONCRETE PAVING WITH MEDIUM SANDBLAST FINISH. 4 SLOPED RAIL #2, REFER TO DETAIL 'D', SHEET DT-3. BEFORE YOU DIG, q. GLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. REFER TO DETAIL 'AlI SHEET DT-I. 8V="'W0FXX 1 CMF0W Lm 1 O. REFER TO SPECIFICATIONS FOR ANY ADDITIONAL INFORMATION. iq. lb" COLORED CONCRETE ACCENT BANDING WITH MEDIUM SANDBLAST FINISH. � 4" COLORED CONCRETE PAVING ,REFER TO DETAIL 'F', SHEET DT-2. of II. ALL 5AW0UTS LINES SHALL BE 5A4^4CUTS 1/6" WIDE X 2" DEEP. REFER TO DETAIL 'N', SHEET DT-I. ® b" CONCRETE MOWBAND, REFER TO DETAIL 'F', SHEET DT-3. 1 15 HANDRAIL, REFER TO DETAIL 'E', SHEET DT-3. Ib" COW.I GAP COLOR= L.M. SCOFIELD COLOR NOM *G-12 MESA BEIGE I6"Xb"Xtb" SPLIT FACE WNMAGTOR TO USE SHOT- c��5EGT1�1 RADIUS POINT FOR DRAG BY: GALIFORNIA PREGA5T STONE BLOCK - 5 OR 2 51DE5 GATE FOR ALL RAMP AREAS J,._� FORM INFORMATION ONLY KEYED KOLD JOINTS BY • v""" MODF•.L�= WG-ib-24-M 18 MEDIUM WEIGHT 2.REFBt r0 GRADING PLAN FOR CONTACT: KADEN 1 1 COLOR: #600 Un PHONE= 6141.445.5865 BY: ANCrELES, BLOCK CO. OR EQUAL *4 REBAR 248 O HE16HTr i ELEVATIONS 4. A —b'RADIUS BURKE OR EGVAL. REFER TO FINISH: ACID ETCHED I6"Xb"Xib" SPLIT FACE WAYS A PLAN FOR LOCATIONS. COLORED GONG. PAVING _ I BLOCK - 4 SIDES FLAT RAMP �_ b• CONCRETE SLAB ' L.M. 5GOFIELD CO. 41 MEDIUM WEIGHT 6' 8' b' I/8" WIDE X 2" DEEP DOLOR 0-12 MESA BEIGE E.J. VB�BLOCK CO. SAV�IGUTc.2• TO PLAN FINISH= L16HT SANDBLAST ��. _ � � '•. � 4 • FOR LOCATIONS. � I' loe - - I6"Xb"XIb" SPLIT FAGS �. ' 'a REBAR TO BE 5UPPORTED .� o°o°00000°o°o '-'.:� �:. III- MEDIUM WEIGH 31 p •r o000 0000°o°o°oo° mill— BY: > ' - BY ADOBE BLOCK AND COLOR: *b0O IONS aN6EL ES BLOCK co. 4 THK CLASS I I AB. TIED AT ALL INTERSECT_ _ I I I �� T ICAL II 10/IOX6"Xb" E W W M. - �t ° 4 �" �p C�°( ) C� 4 THK. GLA55 11 A.S. — — t N4 REBAR X MIN. lO LONG o 0 o o 0 0 0 0 0 0 0( •• ' - - coMPAGTsp Stre-GRADE MW A5 SH"EGUALLY AND AT ONE BAD. :I I L-1 11=1 11=1 I I-1 11=1 11=1 —I I =T=1 4"GLA56 II A9. per— I I LI I - �L�=L �I— = �I= SUBCARADE `4 ,• COMPACTED y5A6 TOE coN>rEG ` GOMPAGTB7 5UEl6RADE I 1 f III III III I I a5% COMPACTED *4'5 0 12'o.G.EACH WAY I i i I III III i I i III I I AL16N c>:NT>:Rm #4 REBAR • 24" O.G. BOTH TOE cow�cno�t-r,rP. WAY5. ALI6NED CENTERED. M CONC. BLOCK SEATING WALL Nosc,Am I PYRAMID Now E TRANSITION RAMP Nose A 4000NCRETENO9caE REVISIONS PAVING PERIMETER B RADIUS POINT FOR DRAG �" �`� �`� FORM INFORMATION ONLY NOTE: _ ---COLORED GONGREI'E PAVING STEEL ED61N8 L.M.5C.oFIELD Co. K A PERIMETER FOOTING TO OCCUR COLOR, C-12 MESA BEIGE *4 NOSE DONaS COW. CONCRETEY E SLAB AT ALL CONCRETE CONNECTIONS FINISH= REFER EX LAYOUT PLAN 2"X5"XV4'6ALV.STWT. OT 1 AND ED6E5. 1/4"T'HVKK.oFLELT EXP..fT. W!THcc�oR� c OVER oi¢�rTEo MATc+I �SMONo6Ti� t1'P�WELDS MID-RAIL T 1, S, 04 DOWELS a 24" O.G. W/STEEL 6 GREASE ONE END-TYP. COLORED CONCRETE LI BAND ED61N6 b" RADIUS-IYP. _ FGI `I v &VA%rIN6 IESA24"o c. SHOTGRE'tE TYP. bit A 4" SANDBLAST FIN. 5/4" RADIU3 TYi°. 12' KEYED KOL.D .1TrTYP. ° e ° 12' 41 Joe N 4 • • o — — —MITI '� � • `..I I 1=I .�� -_� _� Q ICI —' `� F- I I I—I I _III—I 11= i. TO�FM n > - ° a °' SIV LOWIC ` . . _ I I j II — d.� : =1 I „ I I I I I I I rll�l I A.. . W zzzl � • : 1 " cJ a 4 � ° Z. 9TI9°5 5FbM.L HAVE L16IfT 4 '� .. I— 4 THK. GLA55 11 A • a —_=I—=_ BROOM NISI+. 'b' ;. I � ••' • I I� —1 I I-1 11—) I Q a T - - •. I (I I-I I Z III=1 I I=1 I i ° • . i— ' " FILL W/HI6FI _ � *4'S O 12" O�G. EACH WAY 811 4" 4" THK. GLASS I bDIAL X b DEEP O ° I I( STREh16TN 6RouT - I—I( I i,� 1- ALM CENTERED A.B. ' 2 - *4 BAR GONT. :I - "m GOWACT® 1=,,I _ __ , ,_ =i, ,L I I ASK COMPACTED 955K GOIHPAGTED 0 SFeW DOWEL BY — — — 5UB6FtADE-TYP. AZTEG GONG. AGGs=55 =1 I(. III-1 I 1-1 I 1-1 I(I—) asgk COMPACTED I - 4"GL, a AB. ~ I ' I r Sue6RADE SUB-6RAVE 301E G TOE CONNECTION-TYP. DT- N 1 8u ACCENT BANDING NO J STEPS W/ TUBING F FLAT RAMP B PERIMETERNOS Z FOOTING 0 $ PERIMETER FOOTING 1/4" THK. BENT STL. PLATE _ GONT. W/51bu4 3" LANE CONCRETE RAMP/FAGE BOLTS WELDED TO q a 12" O.G. VARIES I OF GONCRE I VE"DSPE OF W GONG. SEATWALL W/STEEL SLR _ Y�1DED JOINTS TO BE GROUND - - • SMOOTH TIE OR WIELD TO REBAR TROWEL FINISH TOP. B_ PERIMETER FOOTING 2" I Q T 1/4" THK. BENT STL., 6ALV. B F a It ' ' • TROWEL FIN15H TOP. I _ PERIMETER FOOTING � � . � � SPEED DOWEL BY AZTEG GONG. MANUAL PAD W/ STEEL " e TROWEL FINISH TOP. 2 ° ° ' a . v. - e• GONG. ACCESSORIES 4� 4� �, d ; ` + 600-531-3355 4" THK. GLASS II A.B. K 1/4" THK. BENT a NOTE, 4 - s STI 6ALV. 'b a I. -A�. FABRICATED METALS TO BE ° �•'. I Z FATO BE GALVANIZED AFTER FABRICATION. a ° #4 DOYVEL TO a _ EXTEND 24. SPEED DOWE BY AMC, 4 v �. 5UBMIT SHOP DRANN66 PRIOR TO I I II I �_�I I # „ I INTO SLAB IN BOTH �— O L I/4 INSTALLATION FOR APPROVAL. I -_,= a o Q _ 4 TIES ® 24 O.G. DIRECTIONS O 24 O.C.c s GONG. AGGE550RI E5 ° v Q ° �, 1 _— I I I=III_- W W L.L. ' BooqQ -551-5555 11I III IIIll— 6-#4 REBAR HORIZ. CONT. KEYED KOLD JOINT Ly _ cn f.A BY: SURIGE W PH: (206) 682-6890 °. .4. . . I6" SURFACE FLU5H 0 a. e V � I I1=III a �� ' , � ° • .°":I I—III--- F— ' = I� W _ J #4 DOWEL � 24 O.G. W II I I I � TIES a' ?4" O.G. (f� . #4 TI REBAR HORiZ. GONT. K STEEL EDGING NO G BENCH W/ STEEL EDGE Now C TOE CONNECTION NOSCAiF W a- w cuj o 4" THK. CLASS 11 A.B. 0 LL U 0 95A5 COMPACTED SUB6RADE O ( , . TOP OF BENGH/BOWL $ �4 REBAR PERT. PERIMETER FOOTING ...1 > _I STEEL EDGE K 2 DIAL SGH. 40 GALVANIZED STEEL L - AT ib O.G-TYP. -I �JECiT( ON " PIPE. RETURN ENDS INTO VARIES - STEEL GOPIN6 b' CURB WITH Q Q '�' GONGR',ETE AT QO DEGREES GONG. PAD W/ STEEL WITH 5" RADIUS AT BOTH ENDS an U U a. TROWEL -INISFf TOP. 14'-0" .4e : • RAMPS. SEE PLAN FOR LOCATION. GONG. 5EATWALL W/5TEEL I' RADIUS ED6E5- TYP. �/� '•. s/b"X4".LONG BOLTS TROWEL FINISH TOP. - 5'-O" b'-o" 5'-0" WELDED TO PIPE AT A 411 CONCRETE PAVING 4 REBAR HORIZ. CONT. W 12"O.G.-TIE TO REBAR TOP Ate BOTTOM-TY12. CONCRETE °ErIGH/Bolw" Q - SPEED DOWEL BY AZTEG 4' THK GLA-% II AB. s SCALE: e • .•a°- - GONG. AGGESSORIE5 NO SCALE ,. v ." ° ► ° e ° e a ° SECTION AT MID AREA 2" VIA. SI 40 GALVANIZED 57�L F- �°c 600-531-3355 v • �j 4 PIPE. CONTINUES AT 010 — _ SC a 4 a IA z AROUND END OF BENCH _ '�" ° • GLR. • O�Np ApF4 DATE: ° WITH 3" RADIUS AT BOTH ENDS II I e a a a : ° oe _ e ° �. 0 RAMPS. - ° ° #4 TIES 0 24 O.C. - `J.99 s a ° 4 ° e a ° • GAP ALL ENVIS OF STEEL • d • I — = I v DRAWN BY. a. PIPE FLUSH TO CONCRETE - _ ' o •4. v. ° ° ' • ALL BENCH AND LEDGES c ° a° -I I I—I I I—I A.G.H. •: °a. III—III oc Oi o O o 0 0 0 0 0� r9 Q PROJECT NO: FLAT RAMP s FRONT V I EYE � CONCRETE AWL a #4 TICS � 24 O.G. -I�I=1 __ __ — �� ° 9&�20 o : • ' � -III o4�o III--I i l— I—I�I—I��I 6-#4 REBAR HORIZ. CONT. -I I„° °III=III-1 i I. . I I-III-III- SHEET NO. SEGTION/E"ATION AT ENDS SECTION AT ENDS A b" CONCRETE �J'LAB DT= 1 O MANUAL PAD NOS L STEEL COPING NOsc� H BENCH WITH STEEL COPING- NOSca� D NO SCALE °F16 CONCRETE CURB � - RADIUS FORM FOR DRAG FORM NOTE: INFORMATION ONLY.ALL DRAG FORMS TO BE APPROVED PRJOR TO GONST WOTION USE REFER TO PLAN for EXP. JT. LOCATIONS. r m, LINES NOT NOTED AS EXP. JT. TO as DOWN•24'O.G.BEM A • '... FLAT RAM' F �nD BE 1/4" .WIDE X 1/2" DEEP SAWCUT5. YARES INTO PAYING HK 2V LONG 12" GONGREtE'908 --- YX!f'XI/4'6N.Nev STRUGT. INTEGRAL COLORED CONCRETE STML COMNFrTYP. _I TU":GRIND wi.Ds L.M. SCOFIELD COLOR #C-12 h ' saloOT14-TV. 14 MESA BE16E 1/211 RADIUS - TYP. Tt LIGHT OR MEDIUM SANDBLASTED FINISH RIN�tBt B REFER TO PLAN FOR FINISH �_ $ SHOTOMM - 4 AN cm rig 3/4" RADIUS 1/4" WIDE X 1/2" .. 1/4" DEEP SAWGUTS.60 con SAISRAM 0 .• HOLE: FILL • : > , ;. . —I - STI�NtsTH 6R0Uf Im ;1�'- 04 RBD�IR HOM-COIT.A 1 i I GOdGRETE SLAB - c I 2" SAND BASE IT — SUB GONP'AGTED NOTES: 1/4" THK. FELT 10/10 X 6"Xb" EWWM i 2% EACH MAY IN EXPANSION JOINT ALIGNED CENTERED ON ` -- _, �OF� s BH I. RERER TO PLAN MR e . STR 16TH GROUT O TOE WReCTIOWTYR RAIL LOCATION. SEAS —'- - COMPACTED 5UB6RADE 955K �, TOE Gor�rlw+ 6'DIA.GATGH BASIN KIBRASS GRATE MANIP.BY NDS.MODEL. 1014 41W OR�WIL. SLOPED RAIL NOS f 40 CONCRETE PAVING 0 PLAZA Nose A. CONCRETE BOWL NOSCALE REVISIONS PERIMETER FOOTING B T- GONGRETE WALL G $ PFMMETM W/STEEL EDGEWTINO pT_ e CONCRETE STEPS rir I�' Ts 1N5W/STD. _ AtwN6 w�l. REFER TO PLAN AFTM OF F'O5T INSTALLATION M COLUMNS. K BY PERIMETER B TEEL EDGING 800-M �14' V gT. FOOTING it eo�o-53� � WB.DS _ SUPPORT POST FOR OVERHEAD STRUCTURE4 REBAR•24'O G. I SNAIL BE INSTALLED BY — - s4 I .'IQ'Of,. • ° SHADE STRUCTURES BOTH WAY'5 4' 04 Y5 ` FIER MA PAGTURMS SPECS. e.e �. PRIOR TO INSTALLATION I" =1 I = GowNM. one t' / I I 2' 8' 12' a TRAMP _ `� • -�� 6' _ FLAT RAW � v 44 t I I 1 III : D v -1 I IIII I Ii . 4". MOUNTING BRACKET TO BE NOTE: _� e — ATTACHED TO COLUMM I. SHADE STRUCTURE I . j . . BY SHADE STRUCTURES FOR. GCah1PONENTS SHALL eE � •: • �.� `� � Q 9 �p ►°9 ° Q I�- i= — A JJ5TAME /SNVIX INSTALLED BY MFR .•I •' I I- _ '-1 I III- a51�Got"IPAGTI�v - — -1 LIGHTING FIXTURE WITH . COLUMN AT GORNEft - 4"GLA5511 A.B. I 0 ACCENT UPLIISHTINS ON TOP 2. CONTRACTOR SHALL a — � 4- OF - -r— 0 NOTES: COORDINATE WITH „ TOE GONNEGTIoN co '- An m "S COMPACTED ~I -III—III ELECTRA Of ICAL AS PLANS ON SHADE STRUCTURE I -I - INSTALLER PRIOR TO i11 4" CLASS 11 A.B. I. REFER TO PLAN FOR CONSTRUCTION TO TOE GO*r:r1T'ION I V STEP LOCATION. LOCATE POST AND A Foorlt�. LocATIONs II 2. STEPS SHALL HAVE LIGHT BE APFROVW BY I 1 SUBE�RADE TED BROOM FINISH. CONDUIT WIRE SHALL BE G TY REPR ENTATIVE W/STEEL 4 CONCRETE PAVING INSTALLED N6 N LEEVE BETMEN A S. CONTRACTOR SHALL COLUMN AND POST. COORDINATE ALL K 5TL$EDGING Z ELECTRICAL INSTALLATION i SLOPED WALL NO SCALE � AND LOCATION WITH � p N_712""TE QL=K COLORS SHADE STRUCTURE INSTALLERS T RAMP Cvzw opt itOw AND APPROVED BY CITY 2' 6. 12' NOTE: REPI�tTA nVE. 1.REFER TO GRADING PLAN FOR Ib'X8"XIb" 5F'LIT FACE F ►r. HM SIDES ° HEIE�FITS t ELE1/AT10N5 FLAT RAW FLAT RAMP SMNi}I BY: ANGELE5 BLOCK CO. i� 2'X3"XI/4"6ALY.STWIGT. " " Ib" AGE _ RETAMN6 YiALL w LURING: GRIND WELDS m 2W'XI/4' &N.Y.STRICT. SMOOTH- TYP. COLOR: cn TiBNb 6RlND WELDS�� B BY: AN6ELE5 BLOCK CO. FOOTING a COLORED Gp�0Wo. PAVING SMI00TH TYP. 4 COLOR A147 P`INI K 5T1 1.MOSIN6 • III;I Q+7LAT RAND I I 8' a' b' ! FLAT R�IMP - 11=III- III I I Q DIA.X b'DEEP IG/IGXb"Xb" EJN W M. s • `', _ 1 11 I MOLE: FILL W HIGH COMPACTED suaCKADE 95 4 Z ° 1 STRENGTH GROUT � Lv — I I CONCRETE SLAB p` FMT SHALL BE INSTALLED BY i Q NOTE, _ H- I q�j�i COMPACTED Foam&SHALL BE DESIGNED AND ALL WORK ON GOWMNS SHALL BE O INSTALLED BY 5HAGE STRUCTURES. COORDINATED WITH SHADE STRUGTURE5 LL SUBGRADE-TYP. ;III—III Npscap W W HO M FILL W/H�16H G I. RED TO PLAN FOR i I I .4• o �o COCID J STRENGTH 6ROUT _ TOE CONNECTION--TYR RAIL LOCATION. REFER TO DETAIL 'H', 5HEET DT-2 v L U oI<c J K KINKEDDAIL NO� G SPLIT- BLOCK COLUMN NO D v Q z FUN BOX II B FUN BOX 1 (, a- Lw 1 u a LL NOTE: PRECISION CONCRETE OR SPLIT-FACE K 0 PERIMETER B I. ALL BLOCK ABOVE FINISH BLOCK RETAINING BY ORGO VARIES 5T�. ED61N6 v GRADE SHALL BE SPLIT-PAGE OR EQUAL. GROUT SOLID FOOTING - RANDOM TWO COLORS SEE NOTE. J > 2' b" 5Q. POST INSTALLED BY REFER TO DETAIL 'A', SHADE STRUCTURES SHEET PT-2 #4 NOSE DOY�EL5 CONT. I/2 RADIUS #4 REBAR G 24" O.G. GROUT SOLID BOTH WAYS CONDUIT HIRE SHALL BE INSTALLED m :`5st w x 2' WITHIN A 5LEEVE BETAIMN . , CONCRETE WALL COLUMN AND POST. F 6� ° . W I *4 5 0 120 O.G. EACH ...__ . WAY IN CENTER OF WALL SCALE: • ib"X8"XIb" SPLIT FAGS I J 4" THK. CLASS II A.B. � ° / °� eE. TYPICAL r IGAL. IV �IRDPE i. FIN.a - - BLOCK - 5 SIDES I � p., TYPICAL . �' C Q SCALE ^A' C • • • y COLOR:MEDIUM V�08 0R 0600 . {fl icvwr A NO SCALE NOTES: p ° 4 I.I I 1 I I BY= AN6ELES BLOCK W. Tf l ? _ 4" C.M. SLAB DATE: —HA1. R E TO PLAN FOR - III- ' = 2 d 22 COATS A E BLRUSH APPLY STEP LOCATION. < . _-III-III I=I TOP VIEW OF COLUMN _ > �. . 03.15.99 ALTERNATE BLOCK COLORS DRAWN BY: 2. STEPS SHALL HAVE L16 4T e • '� ° _ EVERY OTHER ROw 5" I- vim, v BROOM FINISFI. a: -� ( I I I ,I • _ _ " 0 ' THK. GLA55 II AB. _ 64 REBAR VERT. AT Ib" O.G. o A.G.H. TO INTO IF 0 0 0 0 0 o a o S. FOR HEIGHT. IN6 PLAN — _I I — . qE COMPACTED `� - I(I Ifl h_ o °. -I ° 95% �,OMpA(,T� BAGKFILL PROJECT N0: a • < , 415%CO P --I1 P I-1 I I I ' ° .• I I Tit ' ALL ?4ORK ON COLUMNS SHALL BE I—,I I( � L4A ° I98-120 q5% COWACTMGOORDINATI=D WITH SHADE STRUCTURES. " 8�- - 5 - #4 REBAR HORIZ. GONTSUBGRAM . �I I A " = �. F�� a SHEET NO. 11 I_ I II I Ih:i P-4 4" CLASS 11 A.B. _ ° o 0 0 -III-III- REFER TO DETAIL '0', SHEET DTI DT=2 L CONIC. STEPS NO SCALE H COLUMN TOP VIEW NO SALE E DETAINING WALL NO SCALE C WALL W/ EDGING NO SCALE °F 16 NOTF 3" x 2" TUBULAR CALV. STEEL GRIND SMOOTH W A 2" RADIUS • ENDS _ ALL WELD JT'S —sT>ESS.TueE RAaL 4=' CONCRETE SLAB-SEE PLAN y-0• 4,•0. �_ 6ALVANm'o-T�T.st etv. 6RMD 940M ALL WEIR AREAS � • � • -425N.Mat SUBMIT SHOP MMNO PRIOR TO FABR p/_►_y__9� - - K.ATION FOR APPROVAL �L�m ~u 1=5 Fg PRIOR TO TALLATM ALL WT& ACE ' ' ` •". :+. • ,.•ti. .• U2•TLMM STM MUMM p WIN Ur RAM _ , 1 I U7.6&V.SaAARE SIM AND 801TOM _ M.=MAMN6 IV" I I�I I I 11TI_I a — •�` Rau.-11 e�►-T�. ° TYP I I I _ I 71_I I I_ _ e MA.X b PIMP HOLE 12 FUl W►EWANSM 6R= p" 45A5 COMPACTED SURE MNISH SWAGE AT A 4•colic.S M 4" THK. CLASS 11 A.B. PIMM MM PATHS. > — — 7 11, FIWSH SILAGE '. •4 REBAR6�T NR7 PAVN6 '� �" w CONCRETE FOOTING-TYP. SECTION _ qD IZ M K EAGM MAY AT?r OA-TYP. > FIfNSH SURFACE • GONG.PQOT� 51_0II 5 I—D I= PLAN C FLAT RAIL No SCAM A GUARD RAIL Np SCALE REVISIONS OIL FLAT RAMP Fmo .SMOOTH 2'X5'XU4' GALV.WNW. TUBING= GRIND WELDS SMOOTH-TYP. PERIMETER B �' :.... FOOTING - e: —2-2 IWIR I /� 40I s Q11-� 6'DIA.X b•VEEP 2 4 - i HOLM FILL W/H&4 DENO W d• • STRENGTH GR+W SIN - I - I GONGRETE SLAB A 2 I Q - -�- crr- 11— _ ;I �) I q5% COMPACTED f;_ tAVE TYP. NOTES: 6'DIA.X 6' DEEP O HOLE PLL W/HIGH i. R TO PLAN FOR STRENBTH GROUT Co TOE CONNECTION-TYR RAIL LOGATION. - Iq 2t 18 IQ D SLOPE RAIL 11 NO .222 SC M ,a O 23 rI � I V 23 22uj 11425 PIA.WK 40 PIPE I ►- GRIND WELD SMOOTH.- TYP. 36 w 5 .4 19 21 ° 1= I 21 .e ' . . . •.. '�� .' I � � PER114ETER 23 - ° FOOTING .4 I 36 Z - II - �_ = I 0 22 U. =1 11= 4' GLA56 11 A.B. I W W Iq � I W Q Q II- 11= 23 TO PLAN FOR ED HAND IL LOCATION. 23 0 d.T U GORE DRILL 5'96' PIA,DEEP HOLE I y c FILL WITH QUIK-ROK- TYP. I 22'. G W J UA UJI NO SCALE � � Z CoE HANDRAIL Iq Ig 19 W a- W W 21 0 U- 00 Tuw O U cc GONGRET'E BAND REFER TO PLAN FOR LOCATION " THK. T EXP. JT. U U 9THIGL 6' z w 4" PLAZA CONCRETE PAVING SCALE: — a . NO SCALE ° d P.A. P.A. — m=1 t I aQ DATE: III=III III I=1II=1I1= 03. 15.99 d a III I I —I I I I I—I I I—I I I a I I—III III I I—I I—I I DRAWN BY: i I I I I I I I I i=1 AGH. ° n *4 DOWEL - DOWELED C ` PROJECT NO: =1 a v III INTO EXISTING COW... su � � 98-120 -III _ *4 DOve.. —I — - - - -I I I- INSTALL • 18 O.G. - � I 2 3-- -1 I I III III III III,;, 2 — *4 BAR GONT. 3 /S� �nE�¢ _� �//w d SHEET NO. � /Q 415% COMPACTED SUB-GRADE SOIL F1 11n DT=3 6" CONCRETE MOWBAN D W SCAM B PLAZA LAYOUT OF 16 • pn■■ 1 1/4" r' LIMIT OF WORK EXI5TINO PARKING LOT 0 L VALVE BOX " VALVE BOX 24.0 A-5 O ,5 (REMovI=) &PM ► 1/4" r �LIMIT OF a (DRIP) "• TIE.-INTO WORK • SYSTEM WATER AND •" 5/4 3/ 3/ I ELECTRIC I/2" . PROPOSED 2" MA I NL I NE 16 Cori 5/.4"' 3/4 ♦" ♦ . I • . . L I M T OF WC�RiG ■ 5/4" 5/4" V 5/4" 3/4" . . -y.... PROP05ED IRRIGATION 5Y5TEM J _ . SHALL BE 'GONNECTE'D .TO EX15TINC IRR.IOATION SYSTEM AND CONTROLLER REVISIONS GPM {_. on NJ 37.6 A- M O H 5/4" D•RII�KING 'FOUNTAIN'WATER LINE, _s... SHALL BE CONNECTED TO -EXISTING --METER'UP5TREAM-FROM BAGKFLOW PREVENTER." IRRIGATION CONTRACTOR SHALL FIELb VERIF`I' LOCATION WITH CITY 0 t v2" RPRE5I=NTAT1\lE 'AND INSTALL PER CITY STANDARDS-AND SFECIFICATION5. oil ... EX15TINO IRRITROL.MC-&- PLU5 CONTROLLER 4... .4 3/4" ... 23.5 A-6 ' ..... -SHALL BEEP.LAG TROLLER 3/4" 3/4" .C6PM . . I i/ " IRRITROL MG-I6 PLUS CONTROLLER AT EXI5TINO A LOG TON EXI5TINc5 2" MAINLINE � 5GE G WATER METER PROPOSED 2 MAINLINE 3/4" ■ I/4° LIMIT OF WORK GATYJ-� `' GTE C■� "STOP AHEAD" I"� 37.81 A-2 35.72 A-I . C-PM I I/2" GPM I I/a'• .. SIGN " J SQ N PA M k O Q VENUE IRRIGATION NOTES: W W in I• THE IRRISATION PLAN 19 SHOWN WI HIN PAVED AREAS ARE FOR PLAN CCLARIFICATIOONN' ETC• IRRIGATION LEGEND: ONLY AND SHALL BE INSTALLED WITHIN PLANTING AREAS WHEREVER POSSIBLE. a a' ao► 2. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SYMBOLMANUF. MODEL DEGREES TYPE GPM PSI RAD INDICATED ON THE PRANIN66 WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST �( AND SHOULD BE BROUGHT TO THE ATTENTION OF THE A6ENGY'S REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT HUNTER 1-25-ADS-4 ADJUSTABLE POP-UP 41 60 42' PERFOR-W, THE CONTRACTOR MUST A55UME FULL Z RESPONSIBILITY FOR REVISIONS NECESSARY. 12' RAINBIRD 1804-5AM-PR5-15F 360 POP- 5.0 20 Q 5. 5Y5TEM DE51ON 15 BASED ON MINIMUM OPERATING PRE55LIRE O SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM Q RAINBIRD 1604-5AM-PRS-I5TQ 2"10 POP-UP 2.25 20 12' W W LL DEMAND SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. NOTIFY THE A6ENGY'S REPRESENTATIVE OF ANY DISCREPANCIES. Q RAINBIRD 004-5AM-PRS-15H 180 POP-UP is 20 12' ~ W Q Q SYMBOL MANUF. MODEL DESCRIPTION 4. IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO Q RAINBIRD 18O4-5AM-PRS-15Q q0 POP-UP .15 20 12' y V FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, SLOPES, LOCATION OF WALL5, RETAINING WALL5, GUR55, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR RAINBIRD 1604-5AM-PR5-12F 560 POP-UP 2.10 20 lO1 EXISTING 2" MAINLINE j AND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES LU THROU&H WALLS AND FOOTINGS, UNDER ROADS, PAVING AND Q RAINBIRD 1604-5AM-PR5-12H 160 POP-UP IA5 20 10' ca 0 Z 0. (n STRUCTURES. • 0 RAINBIRD 1604-5AM-PR5-12Q a0 POP-UP .5S 20 10' P.V.G. SGH. 40 NON-PRESSURE LATERAL LINE WITH SGH. 40 W � rW' W 5. MAINLINE PIPING BETWEEN THE POINT OF CONNECTION, METER FITTIN65. THREADED FITTINGS SHALL BE 0 V C) AND BAGKFLOW PREVENTOR TO BE OF MATERIAL A5 REQUIRED BY 50H. 60 (51ZE PER PLAN) O GOVERNING WATER DISTRICT. `- 6. FINAL LOCATION OF THE AUTOMATIC, CONTROLLER ENCLOSURE _ = P.V.G. SGH. 40 5 LEEVE FOR NON-PRESSURE LATERAL LINE Q AND THE BACKFLOW PREVENTION DEVICE. SHALL BE SYMBOL MANUF. MODEL DESCRIPTION (TWO X THE VIA. OF PIPE) �, U U BY THE A6ENCY'S REPRESENTATIVE, AND/OR LANDSCAPE CL ARCHITECT, WHERE APPLICABLE. RAINBIRD TO FIT JOB REMOTE CONTROL VALVE WITH ALL F "f. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE ( p�e�5) z IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE PURPOSE SOLENOID (SIZE PER PLAN) P.V.G. CLASS 315 PRESSURE MAINLINE 2" AND LARGER. ``' INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE THREADED FITTINGS SHALL BE SGH. 60 ubluAJ N>iIOSEPF 4 � UNDER THE ALL PAVED AREAS PRIOR TO PAVING UPON DIRECTION NIBGO T-115 BRONZE GATE VALVE WITH SCREW-IN BONNET (SIZE PER PLAN) o 9y AND APPROVAL OF THE A6ENGY'5 REPRESENTATIVE, IF REQUIRED (SIZE PER MAINLINE LINE SIZE) a� a' SCALE: =� n TO OPERATE SYSTEMS. P.V.G. SCH. 40 SLEEVE FOR PRESSURE MAINLINE - i a a 6. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST Qo•c• RAIN51RD 4NP ACME QUICK COUPLER VALVE WITH YELLOW — - (TWO X THE DIA. OF PIPE) *T s �� DATE: ALL HEA 75 FOR MAXIMUM PERFORMANCE AND PREVENT RUBBER LOCK COVER OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS. THIS SHALL of cA4�F° 03.16.99 INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL _ _ 51TE CONDITIONS AT NO EXTRA COST TO THE AGENCY. GALL HE N FEBGO 625Y-1" REDUCED PRESSURE BACKFLOW PREVENTER — — P.V.G. SGH. 40 CONTROLLER WIRE CONDUIT DRAWN BY: LANDSCAPE ARCHITECT 46 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. A.G.H. PROJECT NO: q. IRRIGATION CONTRACTOR SHALL ADJUST MAINLINE DEPTH A5 IRRITROL MG-16 PLUS REMOTE STATION CONTROLLER _ _ VALVE 5EOLIENGE REMOTE '6&TOLLIM 98-120 REQUIRED TO ACCOMMODATE S" MIN. CLEARANCE FROM TOP OF GPM REMOTE CONTROL VALVE SIZE CONTROL 1 -4133 GIIIi COUPLER VALVE, GATE VALVE, AND REMOTE CONTROL GALLONS PER MINUTE VALVE TO BOTTOM OF VALVE BOX LID. VALVE DAYS SHEET NO. NFMYOU10. IRRIGATION CONTRACTOR SHALL CONNECT PROPOSED SYSTEM TO uas■ioiws �aF>ta■�■ar�■► EXI5TIN6 2" MAINLINE AND SHALL FIELD VERIFY LOCATION OF EXISTING MAINLINE WITH A CITY REPRESENTATIVE. OF 16 NOTE5 5TA I NLE55 STEEL 210 SIDEWALK, CURB, ETC. JUME50 PLA5TIG, VALVE f5OX 1. DRILL HOLES ON PANEL ENCL05URE FIN15H GRADE WITH TWO 6" EXTEN51 ON5 AND 6OARD TO 5U I T AUTOMATIC • viiiiiiiiiii LOCK i NG COVER. REFER TO CONTROLLER. HINGE DOOR SAME F.5. = 5PEC5. 51 DE A5 CONTROLLER I I=) I I=I I= III !� 2. PROV I DE 1 PADLOCK & DOOR (NOT SHOWN) _ _ _ — 2 KEY5 FOR EACH ,III,,�I I I—III EXTEN51ON ENCLOSURE. MOUNT CONTROLLER i GEAR-DRIVEN ROTOR Q� I=I I (=III I (_ — WATER-PROOF 3. E50LT ENCLOSURE TO ° ENCLOSURE PER MANUF. =I 1=I III- HEAD � -I I M I I=I GONEGT i ON5 GONG. PAD I N 4��PLAGES RECOMMENDATIONS. —)I(- �I II: PvC 50H. 50 NIPPLE- I-I I I=11 I I=III= W/ GAD. PL. 1/2 X 4 T E 4" MIN. LEN6TH �. � -III—III pi bOLT5, WA5HER5, AND Q °° 1 1OV AG ELECTRICAL TRIPLE SWING JOINT • aji RED —I•I1= JUMP>O box HEX NUTS. OUTLET �- MAINLINE 6„ &I � GONDU I T FOR 1 10 VOLT CJi =III :-:�• .•. E- WA-MR � ��.•:` Ti I _I�I- -_ __ � '' : :�. . : _ .. -_ __ • �- �. = EXTENS(ON 24V D I RECT — a w PVG sc,Irl. so NIPPLE__ I I=III MR= PEA GRAVEL IAL WIRE =III=�— — _ _ _ (LEN6 ) SX P 1 PE D I A: 1.OX' P1PE:: Df� I 0 p TH As REauIRED1 I I III I 151 11=1 I I I I I I I I=I I I=III= I I—III—II I—II I I I III—III—III- PVC TxT STREET ELL =III=11 l III=III=III=III=III=III III=III=11 30" MIN. �3U P.V.G. 90 LONG SWEEP ELL PVG LATERAL LINE NDLE / TAPE WIRES 10 O.G. FITTING FLOW SENSOR ws El CONTROLLER ENCLOSURE I w Al ROTOR HEAD DETAIL ws REVISIONS SIDEWALK, CURB, ETC. NOTE- ALL W I RE5 SHALL PLANT I G VALVE 60X W/ 6E I N5TALLED PER LOCAL HINGED GREEN LOOKING POP-UP SPRAY HEA0 - INSTALL CODE. PROVIDE 12" EXPANSION COVER. REFER TO 5PE05. _ 4" OR 6" ABOVE FIN15H GRADE GO I L5 0 EA. WIRE CONNECT. 4 ADJUST TO I" ABOVE FIN15H IN VALVE bOX (1 O WRAP5 REMOTE CONTROL VALVE N 1/2 D I A.) 2 l R 6ADE ONCE TURF BECOMES • " PVC MALE ADAPTER _ ESTABLISHED =1 PVC 5GH. SO N I PPLE *% FINISH 6P.A0E PVG 5GH. 40 SXT ELL �. 1=1 I ( III—I 11=1 11=1 3/4° D I A. PEA GRAVEL —=I ( (=I • „ =III I M 3 IN PLANTIN6 AREAS iGu. FT. MIN. =11III;II�I=1�i — �, —=I PVC 5GH. 40 ( III ( I I TRIPE I _ _ L SW N6 JOINT W PVC 5L I P FITTING p CONTROLLER WIRE Z COMMON WIRE PVC LATERAL LINE O _ PVC MAINLINE PVC LATERAL LINE ~ FITTIN6 Q F REMOTE CONTROL VALVE B POP-UP SPRAY HEAD DETAIL SAND BACKFILL SOIL BAGKFILL ►- FINISH SURFACE W 3,-0° TURF OR 5HRU5 (GONG. PAVING) _ it PLANTING cn MIN. a a v a• n -III-III -III I I_I I r VALVE VALVE EDGE OF PAVING _ cv =III= III=1 pax E50x CURE5/MOW 5TR I P ETC. - Ed 11=I co -1I_I_I-It I Ifi I-I 11= NON- 55UREZ I—= LATERAL IN SLEEVE ry Q �PRE55 O E PVC 0 MAINLINE IN 5LEEVE W LU Y — / II,►►LII��, I,;,III,;,III,;,II �- cn J:v wQQ CONTROLLER WIRINS �-IN Q U G LU LLI . W Q z cn G VALVE BOX LOCATION C TRENCHING DETAIL CONCRETE W °- W LU p U. o � 6RA55 SWEEP ELL SOIL BAGKFILL — REDUCED PRE55URE j / FIN15H GRADE 6AGKFLOW PREVENTER µuP (IN5TALL PER LOCAL sca Fq a. U U CODE) a WYE 5TRA I NER = — — W ' W bRA55 N I PPLE =1 11=1 I I I I El I I-I I I_ -'°' `. N FIN15H GRADE - I III= : III=I ( *r ��� SCALE: =I I II 1 I 1=111=1 I =1 6RA55 ELL I=III=I °F c��'��°P I I I I Ill__--I I N.T.S. 5RA55 0U5H I NG/N I PPLE — DATE: NON-PRESSURE I I PVC MAINLINE TO SYSTEMS LATERAL LINE • 16.99 � .•�y' I t r :':•-•.' �.. � DRAWN BY: • 18'x 18"X 18u GONG. THRUST41 I ' •�:::��� � — ' p�SSURE PVC, A.G.H. M ;. MAINLINE!I NE MAINLINE FROM P.O.G. INLET =III=— =—=� =III= NOTE I—III I—III—III—I I PROJECT NO: ALL 6RA55 PIPE DELOW FIN 1511 98-12 GRADE SHALL RECEIVE 2 WRAP5 OF 20 MIL. TAPE CONTROLLER WIRING-IN SHEET NO. TAPE • 10' O.G. 12 H R.P. BACKFLOW DEVICE D TRENCHING � OF16 DETAIL COO!) a LIMIT concon LIMIT OF WORK T___F� Ll T I I I T-1 T-1- FF 17 F7 F 7 ................... .,. .. _ LIMIT REVISIONS F1 oo"r _ 0 Z .O 13 Q WATER METER '❑0 5G Z LIMIT OF "STOP AHEAD" 51 GN Y W W W N SA N pQ n 9= 0 Q VENUE UE PLANTING NOTES: Q i. CONTRACTOR SHALL NOTIFY THE AG ENGY OF 51 TE CONDITIONS WHICH PREVENT '°' '0' ''°' z INSTALLATION PER PLANS AND SPECIFICATIONS. PLANTING LEGEND: F_ 0 Q 2. CONTRACTOR SHALL BE LIABLE FOR REMOV I NO AND RE-I NSTALL I N5 I RRI GATI ON umW SYMBOL BOTANICAL NAME COMMON NAME SPACING SIZE �— Ly —� EGU I PMENT, AND REPLANTI N5 AREAS WH I GH ARE NOT INSTALLED PER PLAN AND W Q Q SPECIFICATIONS. ACACIA ANUERA MULSA 20, O.G. MIN. 241, SOX 5. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. STANDARDS E- J � 4. TREES SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT 5E I JERA PARV I FLORA AUSTRAL I AN WILLOW 22' -O.C. MIN. 24" BOX N Q Z CL c�j BEFORE IRRIGATION COVERA5E TEST HAS BEEN APPROVED. (5EE + STANDARDS W W W SPECIFICATIONS). Q U. U 0 P � 3✓ O.G. MIN. 24�� BOX 002 _ �. PLACE TREES BETWEEN IRRIOATION HEADS WHEREVER POSSIBLE. ROSOP 15 GH I LEN515 CH I LEAN MESQUITE > � STANDARDS Q — — Q 6. 1 CONTRACTOR 15 RE5PON51 BLE FOR ALL REPA I R5 AND/OR REPLACEMENT OF ANY 0. 000. DAMAC ED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT 15 A DIRECT o CERG I D I UM X PARK I N50N I A DESERT MUSEUM PER PLAN 241, BOX Z RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR H15 SUS-CONTRACTOR. HYBRID PALO VERDE MULTI-TRUNKED W REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORI O i NAL WORK ON PLANS, UNLESS OTHERWISE APPROVED BY THE A5ENCY AUTHORIZED REPRESENTATIVE. BERMUDA TI FFWAY 11 50D SCALE: 7. GLEAN-UP SHALL TAKE PLACE ON A DAILY BA515 UNLE55 OTHERWISE APPROVED �NoscaP _20'-O* q BY THE AGENCY'S REPRESENTATIVE. I. d DATE: W w� 03.15.99 8. THE PLANTINO PLANS ARE ONLY ACCURATE FOR PLANTINS LOCATION AND * / _ oa DRAWN BY: GUANTI TI E5. THE CONTRACTOR SHALL VERIFY ALL GUANTI TI E5 B`r' PLAN CHECK. A.G.H. THE PLANTI NO LEGEND 15 ACCURATE ONLY FOR PLANT 51 ZE. IN THE EVENT OF T. M. A OF c Fv PROJECT NO: DISCREPANCY, THE CONTRACTOR SHALL ADJU5T THE QUANTITIES OF THE DIAL TOLL FREE 98-1 20 SMALLEST PLANT 51 ZE SPECIFIED IN THE LEGEND TO CONFORM WITH THE 1-800 4422-4 1 33 GUANTI TI ES REGU I RED BY THE PLAN. SHEET NO. AT LEAST TWO DAYS BEFORE YOU DIG Pm I UNDERGROUND SERVICE ALERT OF SOUTHERN CAI KXM OF 16 • c NOTE. ' STAKES SHALL BE PLAC4M SO THAT PREVAILING WINDS MOVE TREE BETYtMN con STAKES. coon Q ALL TREES SHALL BE DOUBLE STAKED PREVAILING WINDS 20 LODGE POLE PINE STAKE OR APPROVED EQUAL CINCH TIE WATERING BASIN TO BE REMOVED PRIOR TO END OF MAINTENANCE PERIOD REVISIONS FILL BASIN WITH Q Z C. PALM SHAVINGS CROWN TO BE Z" ABOVE FINISH GRADE ROOTBALL 00 FINISH CRADE -SOIL C ADE SHALL BE I" LONER THAN TOP OF 1�-11 ICI—ICI ° —III—III—III—) I o I 111=111=1 O Q (( o I I► 5LOrrM CUP DRAIN tV C 0 -1 I o I — — I 4"DIA. Xs' LONG RIGID PIPE DRAIN -1 I I III=1 11=1 I I I i (- FILL WITH I in IwASHm epRAvm a III.I i� TI I I I o ax HOTHOF ROOTBALLQ W Z Z AlTREE DETAIL ws � ,! w J F E 7ce OF PLANTING in HOLE TOP VIEW OF TREE Q Z r Q F- 0 PLACE DRAIN PIPE W W UL IN EACH CORNER w _J LU Q U � N cc - j W QCoZ B TOP VIEW OF TREE W a uu w D U. 2020 _ � j > Z W J U SCALE: N.T.S DATE: 03. 16.99 DRAWN BY: NOSCAPF A.G.H R PROJECT NO: w 98-120 ov * 3 SHEET NO. TF OF CAS-�Fo P=2 OF 16 i V U VV PROVIDE 120/240V 10 3W ELECTRICAL SERVICE CONTACT ACCENT LIGHT MOUNTED UTILITY ON PAD CUTTING, TRENCHING, BENDS, ETC. ON TOP OF COLUMN, FIXTURE C 0' 'D7ELECTRICAL NOTES AND SYMBOLS RE"sloNs B B #1 PER CITY CHANGES 3/16�95 \ SECURITY DOWNLIGHT FIXTURE B 1. ALL WORK TO BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL FMPETER ROPOSED PEDESTAL 400A� NOTES: CODE 1996 EDITION. MAIN ' O 1. BOND NEUTRAL BUS, GROUNDING 2. ALL NEW UNDERGROUND OUTSIDE BRANCH CIRCUIT AND FEEDER CIRCUITS I I WM ' BUS, AND SERVICE RACEWAY. CON- � ARE TO BE RUN IN NONMETALLIC CONDUIT SCHEDULE 4 NECT TO DRIVEN GROUND ROD SECTION B B E 0. I ' AND TO NEAREST AVAILABLE 3. ALL ELECTRICAL SYMBOLS PER ANSI Y32.9 1972. REAFFIRMED 1989. > 400A/2P � METALLIC WATER PIPE ON 4. ALL ELECTRICAL CONDUCTORS ARE TO BE COP IN �-°�PREMISES. REFERENCE DETAIL FOR PER INSULATION FOR #12 x t. c II SIZE OF GROUNDING CONDUCTOR. CONDUIT CONDUCTORSL TO #1 SHALL BE THWN, #1/0 THROUGH #4/0 SHALL BE TYPE XHHW to Wo USE #2/0 COPPER CONDUCTORS W.P. ENCLOSURE SHALL BE INSTALLED 55mllsj, AND #250 MCM AND LARGER SHALL BE TYPE XHHW €65milsi. c ar VANDAL RESISTANT WITHIN A SLEEVE GROUNDING CONDUCTOR SHALL BE THWN. -a, -- I FOR BONDING. 10GA. GALV. STEEL HINGE W m Im x / / 1 HOT DIP AFTER BETWEEN COLUMN 2. QUANTITY OF CIRCUIT BREAKERS FABRICATION AND POST 5. UTILITIES AND LIGHTING EQUIPMENT ARE DRAWN DIAGRAMMATICALLY. 15 "z a . I I SHOWN IS DIAGRAMMATICAL. REF. PAINT 2 COATS COLUMN ARE DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH 3/16" STEEL H.D. OXFORD BROWN WORK, CAREFULLY CHECK AND VERIFY DIMENSIONS, IMMEDIATELY NOTIFY m o 0 SITE PLAN AND A.C. BREAKER HASP � C04 ASSIGNMENTS FOR QTYS, SIZES ENGINEER OF . DISCREPANCIES BETWEEN DRAWINGS OR SPECIFICATIONS OF CIRCUIT BREAKERS, CONDUC- AND ACTUAL CONDITIONS, ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT w A m e QU MENT �,TORS AND CONDUIT. ARE DRAWN TO SCALE WHEREVER POSSIBLE, IT IS NOT WITHIN SCOPE � " �'o o I A OF THE DRAWINGS TO SHOW NECESSARY OFFSETS, OBSTRUCTIONS, OR c �v PROV. 15A 125V THREE Q O WIRE W/GRD. PLUG SITE CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL U am a t a ELECTRICAL UTILITY & CONNECTOR MOUNTED WORK IN SUCH A MANNER THAT IT WILL CONFORM TO SITE CONDITIONS, �� t+ I GFCI IN OUTLET PLATE COMPLETE AND IN GOOD WORKING ORDER. SCE - MR. KIM HOOVER RECEPTACLE AND BOX. RECESS & (760)202-4254 OFFSET RECEPTACLE, 3/8" DIA, STEEL W.P. ENCLOSURE & W.P. 6. � INDICATES DETAIL EQR HASP HOOK ENCLOSURE TO ALLOW FOR INDICATES SHEET # \� DOOR CLOSURE & ACCESS E1 # ybo TO HASP. A.C. SINGLE LINE DIAGRAM 1/2„ SUPPORT ?� 1 NOTES: CONDUIT POST FOOTING 7• 0-0 Al POLE MOUNTED LUMINAIRE. LETTER REFERENCES DETAIL. 1. RUN 1/2" ELECTRICAL CONDUIT AND CONDUCTORS NO SCALE •�, NUMBER INDICATES DESIGNATION ON VOLTAGE DROP. W E1 WITHIN A SLEEVE BETWEEN COLUMN AND POST. REF. - Ip III 111- 111=111=III=�� �6 ARCHITECTURAL SHEETS FOR FURTHER INFORMATION 'I== 1II -III +-III i III i,l II + -III i=111-i11-111- 8• 1 B WALL MOUNTED SECURITY LIGHT. REFERENCE LUMINAIRE I' =' I III= LLI I r ) I i III _-- TO PULL BOX 2. CONTRACTOR TO PROVIDE WEATHERPROOF, DUPLEX, III � _ � SCHEDULE AND DETAIL. f-.III ,'- - ill -III 'i-III-111 I I' GFCI PROTECTED RECEPTACLE OUTLET. I I( 3. CONTRACTOR SHALL ENCLOSE RECEPTACLE SHOWN, IN -III I_III I I =1I I -III=' • III _III -III POST=i 9. -� C ACCENT LIGHT MOUNTED ON COLUMN. REFERENCE DETAIL. c HINGED HASPED ENCLOSURE. REF VIEW "A". FOR ORDERING INFO CONTACT RUDI RODRIGUEZ @ EPI I III c (210) 673-3580 - III III 10. �• •� CONDUCTORS W/GROUND RUN UNDERGROUND. REF. SITE ° 4. REFERENCE LUMINAIRE SCHEDULE FOR FURTHER MOUNTING III I=11II I {:: III PLAN FOR SIZES OF CONDUCTORS AND CONDUITS. a t � L HEIGHT AND ORDERING INFO ON LIGHTS. I i' I I .: ;• ! III u a° m s 2. 2 �5. CONTRACTOR TO PROVIDE ALL MOUNTING HARDWARE. LLIII III:= i' 11. •••....... CONDUCTORS W/GROUND RUN EXPOSED. REF. SITE O , PLAN FOR SIZES OF CONDUCTORS AND CONDUITS. �' < c 40 COLUMN ELECTRICAL LAYOUT a 3 12. ��- SERVICE LATERAL TRENCH. REFERENCE DETAIL. C/.� O o ��"X NO SCALE ° WARM-UP E 13. UNDERGROUND CONCRETE PULLBOX #3-1/2 (17.5"X12.5" - ® X12.5") UNLESS OTHERWISE INDICATED. PREFAB CONCRETE PRACTICE W/TRAFFIC COVER WHERE SUBJECT TO VEHICULAR TRAFFIC. 4 4 {;� 3 " ; 2 2 TYPICAL _. - -, , _ . _ TING TO BE REUSED E.C. ELECTRICAL CONTRACTOR I XIS - PROV. TO BE PROVIDED NEW, BY E.C. TYP. TYPICAL An r (D - - - - - - - 6 — �. —,. - -A6 i \ == B B I W + I f (D GF�I c ;- FCI p z CONDUCTOR SCHEDULE it \ j -- B- PROPOSED ROLLER I i RUN BRANCH CIRCUIT GROUND CONDUIT FILL W 1 r- ' n,� F - HOCKEY RINK V Ln A� ��'� I��w.A� `�-` _ L— — _. ' + \I` /- I li6f� 1 LLj 8#1 0 1 1 0 n W coo, ��C J 1 I \ I I s O # 1 19.26% W ` 5 000 F # 3/4 24.30% v., . \�. \ 5 I I 3 4 10 # 1#10 3/4" 17.36% E2 E3 O 2#10 1#10 1/2„ 18.40% Q I Lu TYPICAL O 8#12 1#12 3/4„ 19.87% a I , 1. I ;.+ 1 +B" \C I O 6#12 1 12 1 2" 27.309' W W . f Al '' - r I B # /N - - - - O 4#12 1#12 1/2" 19.50% Q ♦ PROPOSED O 6#12 #10 3/4"# 1U r - SVMCHBO 3 4 19.25% < Lu w f 1:� : � - 1. 2#10 2#12 1#10 / W � F- W ti 11 6#10 2#12 1 10 3 4" 28.7 , : 1 W W 1 1 _- - .l 5; i rr w Q 1 2 3 1 5, 6\ 3, 7 S E2 E4 E4 4 10 9 8 1 5 6 E3 E3 1 5 8 E1 E2 , E E3 E3 E3 PROJECT: PaIrmkatE? TYPICAL TYPICAL TYPICAL SAN PABLO AVENUE SCALE: AS Shown DATE: 1/16/99 j DRAWN BY: LpM KEY NOTES PROJECT N0: EXISTING EDISON TRANSFORMER VAULT. EDISON TO CHANGE 9812052 0 OUT EXISTING TRANSFORMER. E.C. TO RUN NEW SERVICE ELECTRICAL SITE PLAN 2 LATERAL FROM THIS POINT TO LOCATION OF NEW SWITCHBOARD. UNDERGROUND SERVICE ALERT SHEET NO. R' E.C. TO COORDINATE SIZE OF EDISON CONDUITS, SWEEPS, ETC. SCALE: 1 " = 20' E1 N WITH EDISON PRIOR TO BID. .,...1,,...Qmwm acw o w�i..OgAL�Y1iYl�.p� 1 OF DREAM ENGINEERING INC. 1999 LC1 LUMINAIRE SCHEDULE TO MAIN TO "C" LIGHTS REVISIONS SWBD #1 PER CITY cwwcES 3/16/99 DETAIL STYLE TO "B" LIGHTS MANUFACTURER PART NO. LAMPS DESCRIPTION MH POLE EPA MH POLE NAME FIELD FOOT GROUND LENGTH 20A/lP N DETAIL TC A E2 SPAULDING DT-PM-M1000- 2X1000WMHX240V 2 LAMP LUMINAIRE 30' 2 5,2,3,... IV-240-DBZ A 8 30' 30' 1 ASSEMBLY E4 TC P.E. LC1 j a� a1 _ NOTES- �' W B KIM CFL1/28PL120/* SECURITY LIGHT o an 1X28WCFLX120V 1 LAMP LUMINAIRE 10' N/A 10' N/A E2 *COORDINATE FINISH WITH OWNER MICRO FLOOD LIGHT 1. ALL CONTROL WIRING TO BE 3. RATINGS OF CONTACTORS TO n #12THWN COPPER IN 1/2'C MATCH CIRCUIT BREAKER. u� a� c 3 ACCENT LIGHT WHERE EXPOSED. i KIM WF32C22CFL120-* 1X22WCFLX120V 1 LAMP LUMINAIRE 4. 3. ALL CONTROL EQUIPMENT a N r m� I .. i E2 'COORDINATE FINISH WITH OWNER WALL MOUNT 12' N/A - 12' N/A SHOWN TO BE FACTORY MOUNTED 2. UNLESS OTHERWISE INDICATED, ': c in 0 1 IN SWITCHBOARD. PROVIDE ONE SYSTEM FOR -- ACCENT AND SECURITY LIGHTS. to 5. ALL SECURITY AND ACCENT W �-0 USE SAME SECOND CHANNEL OF LIGHTS TO BE CONTROLLED BY ao i o P. CQ TIMECLOCK FOR SKATE PARK P.E. CELL ON, TIMECLOCK OFF. V �^ LIGHTS. (TORK DIN200) 6. ALL EQUIPMENT SHOWN TO MOUNT ev INSIDE OF SWITCHBOARD. SECURITY AND ACCENT LIGHTS GHTING CONTROL DIAGRAM 6 N4 'ydo NO SCALE _° not A.C. BREAKER ASSIGNMENTS E2 VOLTAGE DROP CALCULATIONS WILL MANF SQUARE D PANEL DSBN °3� W �v FROM - TO QTY VOLT- VOLT AMPS CONDR Roc DIST. VOLT % �0�6� g�! VOLTS 120/240 LOCATION - REF POWER LAYOUT AMPS SIZE DROP VDROP PHASE 1 FEEDER - REF. A.C. SINGLE LINE WIRE 3 AMPS 400 SWBD - POLE Al 1 2,325 240 11.18 #10 0.4900 370 4.05 1.95% M.O.C.D. 400 AMPS MOUNTING - SELF STANDING SWBD - POLE A2 1 2,325 240 11.18 #12 0.7800 325 5.67 2.72% • !�L V CN P C P B C C G C SWBD - POLE A3 1 2>325 240 11.18 #12 0.7800 280 4.88 2.35% LC1 K A8 c 0 0 00 H K 0 R K 0 R 0 SWBD - POLE A4 1 2,325 240 11.18 #10 0.4900 380 4.16 2.00% LC1 c T DESCRIPTION Q A L NN A T L N T N N N SWBD - POLE A5 1 2,325 240 11.18 #10 0.4900 425 4.66 2.24% v L :3ATION D T TC S BKR E C D D D SWBD - POLE A6 1 2,325 240 11.18 #10 0.4900 470 5.15 2.48% LC1 v ; M •� � 00 TYPE AMPS E AMPS S H R R +' v o rn SWBD - POLE A7 1 2,325 240 11.18 #12 0.7800 250 4.36 2.10% A7 = on o 1 SKATE PARK Al LITES 1163 C A 20 2 #10 #10 LC1 O � ` .E I SWBD - POLE A8 1 2,325 240 11.18 #12 0.7800 320 5.58 2.68% o E 2 SKATE PARK A2 LITES 1163 C A 20 2 12 #12 Q • 'o 3 SKATE PARK Al LITES 1163 C C -- #10 C z 0LC1 � a v y v n �RECEPTACLE OUTLETS v c o 0 4 SKATE PARK A2 LITES 1163 C C -- #12 Z ` v rapn U O .. x ►� SWBD #1 2 180 120 3.00 #12 0.7800 240 1.12 0.94% LC1 A6 • 1�� -p z o < 5 SKATE PARK A3 LITES 1163 C A 20 2 #12 #12 v o SKATE PARK A4 75 LITES 1163 C A 20 2 #10 #10 #1 - #2 l 180 120 1.50 #12 0.7800 60 0.14 0.12% 0 6- 7 SKATE PARK A3 LITES 1163 C C -- #12 TOTALS 300 1.26 1.05% LC1 8 SKATE PARK A4 LITES 1163 C C -- 10 FIXTURE B fi A5 ! 9 SKATE PARK A5 LITES 1163 C A 20 E2t?#1 0 LC1#10 SWBD - PBOX 16 100 120 13.33 #12 0.7800 170 3.54 2.95% 10 SKATE PARK A6 LITES 1163 C A 20 2 #10 #10 PBOX - B9 8 100 120 6.67 #12 0.7800 67 0.70 0.58% LC1 11 SKATE PARK A5 LITES 1163 C C -- #10 12 SKATE PARK A6 LITES 1163 C C B9 - B10 7 100 120 5.83 #12 0.7800 2 0.02 0.02% , -- 10 LC1 A4 13 SKATE PARK A7 LITES 1163 C A 20 2 #12 #12 B10 - B11 6 100 120 5.00 #12 0.7800 2 0.02 0.01% i 611 - B12 5 100 120 4.17 14 SKATE PARK A8 LITES 1163 C A 20 2 #12 #12 #12 0.7800 2 0.01 0.01% 15 SKATE PARK A7 LITES 1163 C C -- #12 B12 - B13 4 100 120 3.33 #12 0.7800 22 0.11 0.10% LC1 16 SKATE PARK A8 LITES 1163 C C -- #12 B13 - B14 3 100 120 2.50 #12 0.7800 2 0.01 0.01% LC1 A3 1.V W J 17 B LIGHTS LITES 183 C A 20 1 #12 #12 B14 - B15 2 100 120 1.67 #12 0.7800 2 0.01 0.00% 18 C LIGHTS LITES 288 C A 20 1 #12 1 #12 TO MAIN LC1 B15 - B16 1 100 120 0.83 #12 0.7800 2 0.00 0.00% 19 FUTURE HOCKEY LIGHTS LITES 2408 C C 20 2 SWBD Li WJ 20 FUTURE HOCKEY LIGHTS LITES 2408 C C 20 2 TOTALS 271 4.41 3.67% t LC1 A2 21 FUTURE HOCKEY LIGHTS LITES 2408 C A -- FIXTURE C w U N J I 22 FUTURE HOCKEY _LIGHTS LITES 2408 C A -- SWBD - Cl 8 24 120 1.60 #12 0.7800 170 0.42 0.35% LC1 • 23 FUTURE HOCKEY LIGHTS LITES 2408 C FC 20 2 C1 - C5 4 24 120 0.80 #12 0.7800 45 0.06 0.05% 4 FUTURE HOCKEY LIGHTS LITES 2408 C 20 2 C5 - C6 3 24 120 0.60 #12 0.7800 22 0.02 0.02% LC1 Al 25 FUTURE HOCKEY LIGHTS LITES 2408 C A -- C6 - C7 2 24 120 0.40 #12 0.7800 22 0.01 0.01% 26 FUTURE HOCKEY LIGHTS LITES 2408 C A -- C7 - C8 1 24 120 0.20 #12 0.7800 22 0.01 0.01% 20A/1P Q N a � 27 GENERAL PURPOSE RECEP 540 N C 20 1 #12 #12 TC 28 SPARE C TOTALS 281 0.52 0.43% ry 29 SPARE q H le CW 30 SPARE q LL Q PROPOSED CONTINUOUS LOAD 38331 VA PROPOSED CONTINUOUS LOAD + 25% 47914 VA ` TC W Lv PROPOSED NON-CONTINUOUS LOAD 540 VAIx(LCC W ' j ~ PROPOSED TOTAL LOAD 48454 VA � W PROPOSED AMPS/LEG 202 AMPERES � � v W NOTE PROPOSED BUSS RATING 400 AMPERES S. O 0 NOTE: 1. ALL CIRCUIT BREAKERS SHOWN ABOVE TO BE 10KAIC. 1. ALL CONTROL WIRING TO BE #12THWN COPPER IN 1/2"C WHERE 5;AND TO BE COORDINATED SO AS TO TRIP PRIOR TO M.O.C.D. U EXPOSED. 2. RATING OF CONTACTORS TO MATCH CIRCUIT BREAKERS. W Q a. U U a. 3. ALL CONTROL EQUIPMENT SHOWN TO BE FACTORY MOUNTED IN SWITCHBOARD. PROJECT: Paln k*cdE? 4. ALL EQUIPMENT SHOWN TO MOUNT INSIDE OF SWITCHBOARD. " 5. LIGHTS CONTROLLED BY TIMECLOCK ON AND TIMECLOCK OFF. SCALE: AS SHOWN SYMBOLS: DATE: 1/16/99 LCC LIGHTING CONTACTOR PE O COIL.CONTROLLING COURT PHOTOCELL DRAWN BY: LPM In LCn PROJECT NO: LIGHTING CONTACT TC TIMECLOCK. TORK DIN200 2 CHANNEL 9812052 CONTROLLING COURT n SKATE PARK LIGHTS SHEET NO. 7 LIGHTING CONTROL DIAGRAM 5 E=2 NO SCALE E2 of . j • REVISIONS #1 PER CITY CHANGES 3/16/99 UNDERGROUND DISTRIBUTION AND LIGHTING PULL SECTION CONTROLS CABINET EXISTING ;�,, �,4 r•�''�• 3y4��MF'���` 1>a my Mf `' '_�."<;" „ �� 4 ,� a NOTES: GRADE00 •5 q.: x � REF. LUMINAIRE SCHEDULE FOR PART NUMBER. Q / b Y" H 2. ALL CONNECTIONS TO FIXTURE TO BE MADE 361) 2" 3611am a NOTES: %' WATER TIGHT. REF SPEC. v o LAY CONDUIT, FILL, COMPACT rrscq cq 3. PROVIDE WITH PHOTOELECTRIC CONTROL. TO 90.%. MATCH SURROUNDING ��' • a 2. AREAS SUBJECT TO ' 4. CONTRACTOR TO PROVIDE NECESSARY W e m e >> a,, o 18 - VEHICULAR TRAFFIC, SUCH HARDWARE TO MOUNT FIXTURE IN COLUMN a ; '` o P.c _ AS THOROUGHFARES, SHALLCQ HAVE A MINIMUM COVER OF / �' y „y�� , ,- F I e m � 24 INCHES. y y TESCOFLFJC � NON METALLIC CONDUIT (TYPICAL). METER-MAIN NCH DETAIL SECURITY LIGHT DETAIL FI XTURE RE B 4 � �� i �yb� BRANCH CIRCUIT THE _° .� � � NO SCALE E3 NO SCALE E3 60" wM W A `�� ZO• W W � o 30 5-1/2" 5 c PROVIDE WITH TRAFFIC CONDUIT TYP. E WHERE SUBJECT 3-1/4" � � � c 55 COVER TO VEHICULAR TRAFFIC + Y o ao 4. °° ° I N 0 TES. O O � ° c io 1. REFERENCE SPECIFICATIONS FOR40 Qv gnu ADDITIONAL INFORMATION ON • c °� a � c 5 ° X \\/ PULLBOX. N .- OD _ o W 2. REFERENCE ELECTRICAL SITE PLAN FOR SIZE OF CONDUITS. NOTES: J L � � 3. DIMENSIONS SHOWN FOR PULLBOX 1. REF. LUMINAIRE SCHEDULE FOR PART p.1 ARE TO BE AS SHOWN ON �r` NUMBER. FRONT VIEW s 4, x, ELECTRICAL SYMBOLS UNLESS • QQ NOTED OTHERWISE ON ELECTRICAL ��% 2. ALL CONNECTIONS TO FIXTURE TO BE MADE 48" D p o o SITE PLAN KEYNOTES. '`F - WATER TIGHT. REF SPEC. p Q Q •o a 0. Q�p• Q 4, PROVIDE SCHEDULE 80 SWEEPS J Qd oaQ Q p, o• INTO PULLBOX WHERE SWEEPS 3. PROVIDE WITH PHOTOELECTRIC CONTROL. Q peeiii 0 6bpp' .0 p p'o� b pp •pQ ARE REQUIRED. op�Qp •p p00 p0. oOQ° Q •Qa 4. CONTRACTOR TO PROVIDE NECESSARY 12" UGPS W o•�3pc Q� .0 p BED OF 3/4" CRUSHED HARDWARE TO MOUNT FIXTURE TO COLUMN ROCK GRAVEL 12" DEEP & 6" OUT FROM ALL SIDES z Q _ OF PULLBOX ~ V DETAIL 2 DETAIL F IXTU RE C 5 z Z 36" �. PULLBOX INSTALLATION ACCENT LIGHT V Qm ui NO SCALE E3 NO SCALE E3 Q W Z U 24" METER-MAIN � � � J ' M OO ~ W cr_ w I ZO N 0 U 1 I CONDUCTOR TO GROUNDING CLAMP FINISHED GRADE _ _ NOTES: 36" 121) GROUNDING C � ni= BAR AT SERVICE #6 COPPER. - :III-111=IIIFlI=W 1=1Tf=III-1T1=1� _ _ 1. ABOVE DETAIL IS FOR BIDDING W j -�i i---Ti=-1 I I-I I :I I J.=1J=1 11=_III- � W � � PURPOSES ONLY. UTILITIES ARE LLu Q Q _III--III- TO PROV. DIMENSIONS AND FILL PLAN VIEW i I i I-I i I-I i i-I i I-I i I 1-1 1 REQUIRED FOR CONSTRUCTION. I C/1ry CONCRETE BOX lTl' 30" 2. VERIFY EXACT LOCATION OF Lu to" TES: '� H TRENCH WITH UTILITY COMPANY. NO D ROD E IN NEMA 3R ENCLOSURE 3. REF BREAKER ASSIGNMENTS FOR INFO ON 6. PROVIDE DUPLEX GFCI RECEPTACLE TO BE (L; z cn i yj COPPER CLAD GROUND 1. SWITCHBOARD TO B 8' 3 TRENCH NOT TO BE COVERED (5/8" DIAMETER) WITH HASP. MAIN CIRCUIT BREAKER, INTERIOR SPACES MOUNTED INSIDE SWBD. W W W II UNTIL POWER UTILITY WIRES Q U Q EARTH ARE INSTALLED. AND OTHER INFO. 0 2. ORDERING INFORMATION ON SWITCHGEAR r 1 CUSHION 4. PAD TO BE 2000PS1 CONCRETE 8" THICK, - 4. COMPACT TO 90%, OR TO ELEC- MAY BE OBTAINED FROM SCOTT GREEN @ TRICAL UTILITY STANDARDS. TESCO (916) 395-8800. TESCO #24-400 if 4" ABOVE GROUND, 4" BELOW. EXTEND J J j NOTES GROUND ROD SPL WITH MAIN & BRANCH CIRCUIT 4" BEYOND SWITCHGEAR ON ALL SIDES. Z Q r-, (-1 Q 5. ELECTRICAL CONTRACTOR TO �•/ �•/ 1. DRIVEN GROUND ROD SHALL HAVE A BREAKERS AS INDICATED ON A.C. COORDINATE SIZE AND TYPE OF MEASURED RESISTANCE TO GROUND OF ELECTRICAL 5. SWITCHGEAR TO BE SECURED TO PAD WITH T SHALL CONDUIT(S), PULLROPES, BURIAL BREAKER ASSIGNMENTS, METER SOCKET AND 3/8" X 3-1/2" ANCHOR BOLTS ASTM A325 25 OHMS OR LESS. IF NOT, I METER MAIN, P.E. SOCKET AND P.E. CELL, AT EACH CORNER. BE AUGMENTED BY ONE ADDITIONAL DEPTHS, ETC. WITH INFORMATION PROJECT: PalmskatE? GROUND ROD). SECOND PROVIDED BY UTILITIES. LIGHTING CONTACTORS, AND TIME CLOCK ELECTRODE ( CONCRETE BOX 3,> AS SHOWN ON CONTROL DIAGRAM ON SCREE: AS Shown SHEET E2.GROUND ROD, IF REQUIRED, SHOULD WITH COVER BE A MINIMUM OF 6' FROM FIRST. DATE: 1/16/99 DRIVEN GROUND ROD DETAIL 3 SERVICE LATER AL TRENCH DETAIL 6 SWITCHBOARD ELEVATION 7 DRAWN BY: LPM NO SCALE E3 NO SCALE E3 PROJECT NO: NO SCALE E3 9812052 SHEET NO. E=3 OF REVISIONS #1 PER CITY CHANGES 3/16/99 - PROPOSED LUMINAIRE -�--- REF. LUMINAIRE SCHEDULE FOR PART NUMBER. o co a� o �� . c Uj DUAL LAMP ,. , Cq I W co °D x e C ;CQ SQUARED STRAIGHT STEEL v POLE WHITCO CAT. NO. a.m 26 30-0-6SNT (MOD B.T.) PHOTOMETRIC DATAIL WITH DARK BRONZE FINISH CONTACT: MR. JIM PRITCHARD MAINTAINED ILLUMINATION WHITCO POLE COMPANY HORIZONTAL FOOTCANDLES ` (800) 433-7753 i Avers 30.50 LUMINAIRE DETAIL - FIXTURE "A" e: g o Maximum: 50.92 E4, 400) Minimum: 6.30 NO SCALE ?_ io Avg/Min: 4.842 Max/Min: 8.081 v Number of Luminaires: KW Consumption: 18.60 s/p3l1 Maintenance Factor: 0.800 30 !� c ' °' v �a � N U con M 00 0 v00 0 U Ei C O - ao.- av = " II o 9 38.3 41.5 40.3 39.3 44.1 43.9 44.1 39.5 40.6 42.0 39.2 30.9 21.2 14.8 10.2 2COD 0aOao v ( -\ II � J U i 0.5 33.0 31.5 32.6 34.3 34.9 34.4 32.8 31.9 33.7 31.9 26.0 23.4 30.8 24.2 T78 CONTRACTOR TO PROVIDE - POLE, FOOTING, ANCHOR BOLTS, LUMINAIRES AND MOUNTING HARDWARE. f JJ 1 21.9 24.2 24.6 25.0 27.4 27.7 27.5 25.3 25.1 25.1 23.7 21.7 25.2 43.7 35.8 1 .3 U PROVIDE HEAVY N DUTY BASE PLATE W . 26.1 26.4 26.1 25.4 23.3 22.2 23.7 26.3 46.0 38.5 15.1 COVER. 14 GAUGE S a 0.0 22.2 24.8 25.8 26.3 WHITCO POLE CO. G "UNDESTRUCTO " O W COVER. ATTACH H TO FOOTING OR LU O POLE WITH 2.9 26.3 29.1 33.5 29.2 30.8 29.4 33.9 29.7 27.5 25.3 26.4 32.4 48.7 40.5 1 .9 TAMPER PROOF = • SCREWS. PROVIDED lu BY WHITCO. ❑ ❑ HANDHOLE WITH 7.2 30.8 33.3 36.5 35.9 35.1 36.0 36.8 34.0 32.0 29.6 29.4 33.9 50.9 42.3 1 REMOVABLE COVER PROVIDE W/BASE COVER 3-#3 TIES 2 NUTS/BOLT FOR LEVELING a.AT TOP 5' BASE PLATE W W 2.2 24.4 27.8 31.4 27.6 30.3 27.7 31.8 28.5 25.6 24. . . . . . ~ W 6 258 308 476 402 166 i GROUT AFTER LEVELING Q Q I II I I I I I II Ili `. I C ANCHOR BOLT TYP U -1I I NOTE: ANCHOR BOLTS a/ J W Ly I I ARE TO BE 1'x40' IN LENGTH LL.1 ~ W 0.0 22.1 24.6 23.7 26.4 25.8 26.5 24.1 25.2 23.3 22.4 23.3 25.9 46.5 38.7 1 .4 - I I I I II I_ z W Cl� 03 TIES 012' O.C. W W U_ . I 6#5 VERTICAL REBAR O r 1 U 3.8 26.1 27.3 27.2 28.5 29.1 28.6 27.6 27.9 27.2 26.1 24.5 28.0 46.5 38.1 14.9 6'-0" (EQUALLY SPACED)._ • FOUNDATION (2000 P.S.I.) ❑ El CL U U CL c • �- NON METALLIC CONDUIT 3.4 36.2 34.7 33.2 36.2 38.3 36.4 33.5 35.2 37.1 35.4 30.2 28.9 46.1 37.2 1 A.0 FROM PREVIOUS POLE w p e .. J ° U lip PROJECT: PalmskatE? 41.5 44.6 40.8 39.5 45.0 43.9 45.1 39.7 41.2 45.4 43.1 33.4 28.3 39.8 31.0 11 36" SCALE: AS ShOM DATE: 1 i16/99 "A" POLE DETAIL 2 DRAWN BY: LPM PHOTOMETRIC SITE PLAN NO SCALE E4 PROJECT NO: - N 9812052 SCALE - 111 - 10' E4 i SHEET NO. E=4 OF