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Civic Center Park Irrigation Pump Station_1
CONSTRUCTION NOTES WA1 FR 1 VOTBB PLAW ANENT 1. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE AND ALL VALVE STEM TOPS HAVWG OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION. �1 ---VERTICAL TURBINE 500 GPM ® 185 FT. TDH W/40 HP VARIBLE SPEED PUMP ASSEMBLY, 50 IN-LINE AUTOMATIC FILTER SYSTEM, MAX. FLOW = 1500 GPM, 8" INLET/OUTLET 2. THE CONTRACTOR SHALL EXPOSE JOIN POINTS TO THE EXISTING WATER SYSTEM FOR VERIFICATION FLANGED DISCHARGE HEAD DIAMETERS, CLASS 150, WITH 2" FLUSHING EXHAUST VALVE AND PIPING, 300 MICRON OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. THE CONTRACTOR SHALL ALSO EXPOSE ALL PUMP BARREL W/TOP FLANGE TO MATCH PUMP BASE SS SCREEN, SERIES SAF, MODEL SAF-6000, AS MANUFACTURED BY AMIAD FILTRATION KNOWN UTILITIES CROSSING OR ADJACENT TO THE PROJECT PIPELINE AND FACILITIES PRIOR TO FABRICATION 33 PUMP BARREL AIR VENT W/PRESSURE GAUGE AND SWITCHES PER DETAIL 6, SHEET M-3 SYSTEMS, LTD OR APPROVED EQUAL OF PIPE AND ADJUST GRADE AND ALIGNMENT OF THE PIPELINE AND APPURTENANCES AS NEEDED. 4D—PUMP BASE PER DETAIL 3, SHEET M-3 51 8" MAGNETIC FLOW METER FL.G.X FLG, W/ SS GROUNDING RINGS, MAX. FLOW RATE = 3. THE CONTRACTOR WORKING ON THE CITY WATERLINES MUST HAVE A VALID C-34 LICENSE OR A 1500 GPM (CLASS 150), MODEL UM-06 WITH REMOTE MOUNTED CONVERTER AS CLASS A GENERAL CONTRACTORS LICENSE MANUFACTURED BY WATER SPECIALITIES METER TO SHOW FLOW IN GAL/MIN AND TOTALIZER IN 100s OF CU FT. 4. ALL EXCESS MATERWt OF NO BENEFIT TO THE CITY SHALL BECOME THE PROPERTY OF THE Pf'N�K3 PRESSURE SWITCHES AND GAUGE, CAPABLE OF PRESSURE READING TO CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY PER STATE' AND FEDERAL LAW AND LOCAL 52 AGENCIES OFFSITE AT THEIR COST. 10 16" SCH 80 PVC PIPE, ENDS AS SHOWN 150 P.S.I., PER DETAIL 4, SHEET M-3 i 1 t 6" X 8" SCH 80 PVC TEE 53 NOT USED 5. THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE OCCUPATIONAL SAFETY & HEALTH 12 i 6" SCH 80 PVC CAP 54 PRESSURE GAUGE PER DETAIL 5, SHEET M-3 ADMINISTRATION FOR CONSTRUCTION OF PUBLIC WORKS 55 NOT USED 6. CITY FACILITIES SHALL BE OPERATED ONLY BY CITY PERSONNEL OR UNDER THEIR SUPERVISION 13 8" SCH 80 PVC PIPE, ENDS AS SHOWN 56 NOT USED THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE CITY INSPECTOR PRIOR TO REQUIRED 14 8" DIP PIPE SPOOL (CLASS 150) FLG X PE, LENGTH AS REQUIRED OPERATIONS OF SAID FACILITIES. cl I� _ _ 15 8" DIP PIPE SPOOL (CLASS 150) FLG X FLG, LENGTH AS REQUIRED 57 SUBMERSIBLE SUMP PUMP, 25 GPM, U CTU7DH D Z LLE 1 MP 7 SOILS INVESTIGATIVE REPORT MADE FOR THE PROJECT IS AVAILABLE TO THE CONTRACTOR FOR INSPECTION. WITH INIREGAL FLOAT SWITCH, AS MANUFACTURED BY ZOELLER PUMP CO., BUT NO GUARANTEES IS HEREBY MADE TO THE CONTRACTOR FOR THE TYPE OF SOILS THAT MAY BE 16 8" DIP PIPE SPOOL (CLASS 150) FLG X GROOVE, LENGTH AS REQUIRED MODEL 98 OR EQUAL ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. 17 8" DIP FLG WYE (CLASS 150) 58 EXHAUST FAN AND HOUSING. SEE MECHANICAL DRAWING M-5. 8. SITE ACCESS SHALL BE COORDINATED W17H THE CITY OF PALM DESERPS PUBLIC WORKS AND LANDSCAPE DEPARTMENTS. 18 8" BLIND FLANGE 59 WALL MOUNTED AC UNIT AND DUCTING. SEE MECHANCAL DRAWING M-5. 9. CONTRACTOR SHALL COORDINATE WORK WITH CITY S AND 'S LANDSCAPE DEPARTMENT TO MAINTAIN IRRIGATION SCHEDULE 19 8" DIP 90 BEND (CLASS 150) PARK MAINTENANCE. 20 NOT USED 21 NOT USED 10. CONTRACTOR SHALL COORDINATE WITH CITY TO OBTAIN ANY REQUIRED STAGING OR STORAGE AREAS FOR USE DURING CONSTRUCTION OF THE PUMP STATION. 22 8" DIP DISCHARGE PIPE (CLASS 150) 60 WALL PENETRATION THROUGH WALL. PACK OPENING WITH SOLID 23 8" WCTAULIC COUPLING NON-SHRINKING EPDXY GROUT PER DETAIL 3, SHEET M-4. 24 8" FLANGE COUPLING ADAPTER GROUT COLOR SHALL MATCH MORTAR COLOR. 25 CONCRETE ENCASEMENT PER DETAIL 1, SHEET M-3 61 COAT EXTERIOR CONCRETE SURFACE BELOW GRADE WITH WATERPROOFING PER SECTION 07950 OF THE SPECIFICATIONS 26 PIPE SUPPORT PER DETAIL SHEET M-4 62 OPENING FOR ALUMINUM FRAMED, FIXED PANE WINDOW (LYNBROOK, 27 1" AIR RELEASE/AIR VACUUM VALVE ASSEMBLY (CLASS 150), PER DETAIL 2, SHEET M-3 SERIES 160 OR APPROVED EQUAL). SET SILL ELEVATION AT +4'-0". 28 8" DIP FLG TEE (CLASS 150) WINDOW PANES SHALL BE 1/4" THICK TRANSPARENT GLASS, POLISHED 18"M/N. 29 8" DIP FLG X PO TEE (CLASS 150) ON BOTH SIDES, WITH STAINLESS STEEL WIRE MESH IN DIAMOND AIV 30 8" SCH 80 PVC IRRIGATION PIPE 63 3'-0" X 8'-0" HOLLOW METAL DOOR WITH 20" SQUARE LOUVER AS SHOWN ` , SEE SCHEDULE 31 SUMP PIPING, SEE DETAIL 7, SHEET M-4 AND 10 SQUARE WINDOW WITH WIRE REINFORCED SAFEff GLASS PANE 32 2" SCH 80 PVC FLUSH PIPING, PER MFR'S REQUIREMENTS e .;;_ - L N04 t �l ti -wAV R APW�.,,k '&6-�0-"-,.- -' ':r� BE �- 33 CONNECT TO EXISTING PIPING AS REQUIRED :,' SURFACE 34 8" X 6" DIP REDUCER, PE X SMALL END PO (CLASS 150) 66 3'-6" X 8'-0" HOLLOW METAL DOOR WITH 20" SQ. LOUVER VERT. 0 :• 35 6" SCH 80 PVC 90' BEND 67 FIRE EXTINGUISHER, SEE SPECS. ���\� HOR�Z ADDITIONAL • ' SCH 80 PVC 45' BEND 36 BLOCKING AS 3/4" SCH 40 PVC CONDENSATE DRAIN AND FITTING 6" TYPICAL BEARING S •RFACE TYPICAL PROFILE TYPICAL BEND DIRECTED 37 �� � SEE HVAC PLANS FOR DETAILS 80 4" SCH. 80 PVC DRAIN LINE — 4 REBAR REDUCER TEE OR VALVE 81 4" SCH. 80 PVC TEE Q Z . 82 4" SCH. 80 PVC WYE `� 40 8" FLG X PO RESILENT WEDGE GATE VALVE W/RISER (CLASS 150) �- �_ .� .' ;.._�?.;- w ..;. i..`, 41 8" FLANGED SILENT CHECK VALVE (CLASS 150) &3 4" SCH. 80 PVC 90' BEND 42 8" FLANGED RESILENT WEDGE GATE VALVE W/HANDWHEEL (CLASS 150) 84 FLOOR DRAIN PER DETAIL 8, SHEET M-4 85 4" PERFORATED PVC SCH 80 PIPE SEE STRUCTURAL DRAWINGS _ _ P 1L ELEVATION— FOR 43 8" FLANGED BUTTERFLY VALVE W/HANDWHEEL (CLASS t50) FOR DETAIL OF PERIMETER DRAIN. 4L END OF LINE 44 8" FLANGED RESILENT WEDGE GATE VALVE (CLASS 150) 88 "j• TRENCH —— 4 DIA —— — BLOW OFF INSTALLATION 4 �SQ. �, '�. . ;:.:.. :�.: _ BOTTOM OF PI r 87 JOSAM SERIES 85800 DRAIN. CONNECT TO 4 PERFORATED PVC I / 1 �:: } ——— — LAJ :; UNDERDR41N PIPE AS REQUIRED. Cat b SPOOL & PLUG �.} rs --— :• . — d . NOTE. THE KEITH COMPANIES, INC. MAKES NO REPRESENTATION SECTION 4 BARS CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER SECTION THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ONLY. THE ENGINEER SHALL NOT BE CROSS REDUCER VERTICAL BEND END CAP RESPONSIBLE FOR ANY MINOR DEWA71ONS BETWEEN ESTIMATED SEE NOTE 3 QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO PERFORM HIS/ HER OWN TAKEOFFS TO DETERMINE THE BID QUANTITIES. MINIMUM SIZE OF THRUST BLOCK BEARING SURFACE NOTES. PIPE 11 1 4" BEND 22 1 2" BEND 45' BEND I. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL / / 90' BEND TEE END CAP BEARING VALUE OF 1500 psf PRESSURE AND 225 psi LINE SIZE HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. PRESSURE WITH 3'-0" COVER MINIMUM. FOR BEARING = 1000 psf, 1.5 X AREA SHOWN 4" l'-C 0'-9" l'-6" 0'-9" l'-6" l'-O" 2'-3" 1'-3" 1'-6" 1'-0" 1'-6" 1'-s" FOR BEARING = 500 psf, 3.0 X AREA SHOWN 6" 2'-6" 1'-0" 2'-6" 1'-0" 3'-6" 1'-6" 4'-6" 2'-3" 4'-0" 2'-0" 2'-6" i'-9" 2. ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND 8" 3'-O" 1'-6" 3'-O" l'-6" 4'-3" 2'-3" 5'-6" 3'-O" 5'-0" 2'-C 3'-9" 2'-O" PLACED AGAINST UNDISTURBED SOIL. DESIGN ENGINEER 10" 3'-9" 1'-9" 3'-9" 1'-9" 5'-0" 2'-9" 7'-0" 3'-6" 5'-C 3'-3" 4'-6" 2'-6" SHALL DETERMINE SIZES NOT SHOWN. 12" 4'-3" 2'-3" 4'-3" 2'-3" 5'-6" 3'-C 8'-3" 4'-0" 7'-O" 3'-6" 5'-3" 3'-O" J. THRUST BLOCKS ON CROSSES SHALL BE USED ONLY WHEN THERE IS A STUB-OUT ON ONE OR MORE SIDES 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 15 AND A305 CITY OF PALM DESERT INTERMEDIATE GRADE. DEPA FJT_ NT OF BUILDH;�G & S,a FE ! 5. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. _ -- A :IUF' 1 4 200 By, IS AP$ROVAL BE SS tJLL 6 S NOT ECGRDED WM41N,'1✓0 .4Yc y THRUST BLOCK DETAILS r, ��nA� 8E DO IN A:1c_S. �, LANS- APo�(-1 LL C,^,NSTRUED TO EE A pc _ ANv V'C_47SON OF ANY OF IJENOT TO SCALE ; g^;-Y CpDl""�AN^=S-p aws �' - t UNDERGROUND SERVICE ALERT ; N NO WORK SWLLL BE OFINNTENTION TO GRADE ORNE ON THIS SITE LEXC�TE ENCY Is NOTIFIEDQROV SSIpNq� SF F N o CALL TOLL FflEE- THE KE ITH C O M PAN I E S 1-800Z 227-2600 19 TECHNOLOGY DRIVE °. 21646 3 IRVINE CA 92618 ��qxp IVIL05 \�* TWO WOFVCM DAYS rF FO�� YOU D1Q 949.923.6000 3 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: 3 N0. REVISIONS APPROVED DATE CPD BM 115 164.425 NGVD29 ,j, CITY OF PALM DESERT CITY OF PALM DESERT o t REVISIONS DUE TO ROOF REDESIGN City of P a l m Desert RFS a-ET G — 2 LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 OF _ 2 CPD BRONZE DISK IN TOP OF CURB STAMPED ` SIGNATURE CIVIC CENTER PARKs 30 "1l5" LOCATED ON THE NORTH SIDE OF FRED `° 73-5y0 FRED WAKING DRIVE ROBERT F. SEEMAN, P.E. LEG DIRECTOR OF PUBLIC WORKS IRRIGATION PUMP WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-25M MARK GREENWOOD MP STATION FILE NUMBER WEST OF WESTERLY PCR Telephone= (760) WIS-ON R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. N0. EXP. DATE DATE a • ' � Far. (760) 341-7098 21646 9/30/05 s131 0.� " RSR 27989 6i30 /2006 INDEX SHEET AND DETAILS J U 0 2i;U5 EXIST. WATERFALL d e, 4 s EXIST WATERF LL 1 ..f Azll EXIST. TR . , j vv , (TYP.) _� i x EXIST TREES ��- v! rf. ......................... I ' I i I EXIST CONC. WALKWAY ' \ - - .... _ - --_.__ e # `gym_ �..._............._.-... V..._.,,.-_.r..._.:?,�..... I I I _.__..___ _____ __..__ - - N-9fr39:2544- _,. _ _ E 10376.7736 - 4 _.�._ 67± _.._ CAVATE PI� iROUNO FG EL. 188.00 :° m C UNIT TO �IMENSIONS 01T J ; = I r �. 24 24 9 36.7233 `vv CO-RD. { _. _ _ � � E 1 414.6891 `^ RE I t N 642.6026 .. _ : : E 10371.7552 ..............-_ ELNNN . 181.75 BF _ I 1 OIT ; � L i 8.25 TRW - ._ I j ' EL. 4. FG 188.10 . 18 EL. W -- ' ... _ s l ��. - FL00 184.25 I ' EXIST. PU P 7TION " :I I = 1 Q i I ` I 1 EL. 1 $.25 T _ ._.... FG E . 187.20 EL 1' , .25 BRW ; � S ; VTR EL. 188. W 9_.._. - -OF LANDIN t W EL. 1 1 .25 BRW _...w.-.-- _ --- # � 188.15 EL. 1 .75 BF i ' ___..__ ____.___ ______. - �� TOP OF STEP - E 10 3.4014 EL. 187.48 ' � --_- M--N�7:38---- �.. 4 5'-2" TOP OF SLAB - / f EL. 188.15 _ . . - - NOTES. 1. THE CONTRACTOR SHALL COORDINATE WITft E CITY OF ALM ESERT THE LIMITS OF CONSTRUCTION TO MINI .. AMAGE TO /STIN PARK \ I - -- -�f LANDSCAPING. EXISTING LANDSCAPING, SU H AS TREES` BRUS ES, ETC., - — - - - __._._-..__ - = IDENTIFIED BY THE CITY TO BE PROTECTED DURING TH CONS UCTION _ -----M - SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T, PRO CT IN PLACE. / sl - ~-- """ ----- ANY DAMAGE TO IDENTIFED LANDSCAPE CAUSED BY CONSTRUCTION SHALL EL. 188.25 TRW - BE REPLACED BY THE CONTRACTOR AT HE`S OWN EXPANSE TO THE \/ EL. 184.25 BRW - SA77SIFAC7ION OF THE CITY. , 2. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR PR TECTlN THE EXISTING CONCRETE WALKWAYS, BLOCK WALLS, PUMP STATI N, PIP! G, LANDSCAPE HARDSCAPE, AND OTHER SUCH ITEMS IN PLACE URINE ONSTRUCTION. __ _ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONS CTION SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN SENSE. ' ter_ 11 } J. THE CONTRACTOR SHALL BE RESPONSIBLE FOF, THE IRRIGATION OF ADJtE NI \ � /� ~ rw" CITY O F PALM DESERT LANDSCAPING IN AREAS WHERE IRRIGATION MAINS, PIPES AND SPRINKL / �,s'� --- -- '-- m """""" `--- - DEPAFjTV�IENT_QF BUILDING 8�SAFELY HAVE EITHER BEEN DAMAGED OR REMOVED. LANSDC PING DAMAGED DTO TRESS o ___._—-"- .,, / .\ / ___ \ \ J U N 1 4 20(5 INSUFFICIENT IRRIGATION SHALL BE REPLAC BY THE CONTRACTOR ATI HIS ( .) OWN EXPENSE. — f i YN+S APPRCNAL E1EcoME Ni l d VC-0-[ �NS�SC N { f r 1 ft r ✓ _._. ti i �i ��`�� S^F CPECDR`C WT` 18Q�:Yc O 'SS i t1 1fJ! ✓ _ NE IN AC p l i 1 ✓� \ y ✓ Ye \ /' A _ 10VED PLANS. T" 5 APa ,..,vS L._C-C BE A nc UNDERGROUND SERVICE ALERT/ _ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED t / l a � � , 1 -~ QR SS/O Of INTENTION TO GRADE OR IXCAVATE. - CALL TOLL FREE sFF��� N THE KEITH COMPANIES Z 1-800 19 TECHNOLOGY DRIVE SITE PLAN F o. 21646 3 227-2600 1 RVI N E CA 92618 SCALE. 1"=5' 9l P CIVIL OS \� TWO� DAYS £ OF CQ� BEFOM YO1 D1Q 949.923.6000 3 No. REVISIONS APPROVED DATE BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROCITY OF PALM DESERT CITY OF PALM DESERT CPD BM115 164.425 NGVD29 fi Pclm Desert RFS sl�T C - 2 o REVISIONS DUE TO ROOF REDESIGN ( t y Q N LOCATION: DRAWN BY PROJECT. 720-01 OF `' PUBLIC WORKS DEPARTMENT 3O SIGNATURE CIVIC CENTER PARK SHEETS ` °? 2" CPD BRONZE DISK ►N TOP OF CURB STAMPED - _ld I Jtl "115" LOCATED ON THE NORTH SIDE OF FRED 73-S10 FRED WARING DRIVE RO ERT F. SEEMAN, P.E. LEG DIRECTOR OF PUBLIC WORKS WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR 786phorn@� (760) 346-t)611 R.C.E. N0. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE cx Far (760) 341-7098 21646 9/30/05 5131 ld� RSR 27989 6/30/2006 SITE PLAN CONSTRUCTION NOTES PUMP EQUIPMENT MISCELLANEOUS 60 WALL PENETRATION THROUGH WALL PACK OPENING WITH SOLID �1 --VERTICAL TURBINE 500 GPM 0185 FT TDH W/40 HP VAR/BLE SPEED PUMP ASSEMBLY, NON-SHRINKING EPDXY GROUT PER DETAIL 3, SHEET M-4. FLANGED DISCHARGE HEAD (TYPICAL) GROUT COLOR SHALL MATCH MORTAR COLOR. PUMP BARREL W/TOP FLANGE TO MATCH PUMP BASE (TYPICAL) 61 COAT EXTERIOR CONCRETE SURFACE BELOW GRADE WRH WATERPROOFING THRUST BLOCK PER 30 3 PUMP BARREL AIR VENT W/PRESSURE GAUGE AND SWITCHES PER DETAIL 6, SHEET M-3 PER SECTION 07950 OF THE SPECIFICATIONS. SHT. G-2 (TYPICAL) 36 8" 62 OPENING FOR ALUMINUM FRAMED, FIXED PANE WINDOW (LYNBROOK, 4�-PUMP BASE PER DETAIL 3, SHEET M-3 (TYPICAL) SERIES 160 OR APPROVED EQUAL). SET SILL ELEVATION AT +4'-0-. 10'-9't 15'-2" 5'-0" 5'-0 11'-6' WINDOW PANES SHALL BE 1/4' HICK TRANSPARENT GLASS, POLISHED PIPING ON BOTH SIDES, WITH STAINLESS STEEL WIRE MESH IN DIAMOND 35 �.,.� �� PATTERN. 33 --__ -REMOVE-EXIST.--PIPE--AS-_ � -`� � �"�-� �' 10 )1 jyP A 10 i 6" SCH 80 PVC PIPE, ENDS AS SHOWN - _ REQUIRED TO INSTALL N M- v AND 10' SQUARE WINDOW WITH WIRE REINFORCED SAFETY GLASS PANE SUCTION PIPE 11 16' X 8' SCH 80 PVC TEE n 12 I C SCH 80 PVC CAP ?,z 5 ALUMI UM D LS A7UACHEO TOW PALL ER APWA STD. DETAIL 606-0 _ _ Q 13 8" SCH 80 PVC PIPE, ENDS AS SHOWN _ p 40 13 14 8' DIP PIPE SPOOL (CLASS 150) FLG X PE, LENGTH AS REQUIRED 66 3'-6' X 8'-0" HOLLOW METAL DOOR WTH 20' SQ. LOUVER 10 12 15 8" DIP PIPE SPOOL (CLASS 150) FLG X FLG, LENGTH AS REQUIRED 67 FIRE EXTINGUISHER, SEE SPECS. f 10 59 16 8' DIP PIPE SPOOL (CLASS 150) FLG X GROOVE, LENGTH AS REQUIRED 24 87 12" T.- 85INV. 184.02 17 8" DIP FLG WYE (CLASS 150) DRAINAGE PIPIN18 8' BLIND FLANGE 1 RGE A '� S=0.015 MIN. 14 • U I 19 8" DIP 90' BEND (CLASS 150) 80 4 SCH. 80 PVC DRAIN LINE `- - 85 81 4' SCH. 80 PVC TEE 22 8" DIP DISCHARGE PIPE (CLASS 150) g2 4' SCH. 80 PVC WYE 1NV. 182. GRATING 2'-8" I 23 8' VICTAULIC COUPUNG EL. 184.00 17 TYP• 15 TYP. I I 1 I ® I I F.F. 184.25 1 83 4 SCH. 80 PVC 90' BEND - 15 54 3't 24 8" FLANGE COUPLING ADAPTER 84 FLOOR DRAIN PER DETAIL 8, SHEET M 4 1 19 K, 26 I I 37 I ( I 6'-3" C 57 �,p I ( I I I I �� 25 CONCRETE ENCASEMENT PER DETAIL 1, SHEET M-3 85 4' PERFORATED PVC SCH 80 PIPE. SEE STRUCTURAL DRAWINGS I I C v, 26 PIPE SUPPORT PER DETAIL SHEET M 4 FOR DETAIL OF PERIMETER DRAIN. _ 80 I I u M 60 I 58 M-' 2' — 0 27 1' AIR RELEASE/AIR VACUUM VALVE ASSEMBLY (CLASS 150), PER DETAIL 2, SHEET M-3 86 .4 ' SCH. 80 PVC 45' BEND 'REMMMORMOWNI I I I I I I 87 JOSAM 86 15 26 np• M � 28 8' DIP FLG TEE (CLASS 150) �-- SERIES 85800 DI?AIN. CONNECT TO 4 PERFORATED PVC 26 I I I 17-7" __- -_ p I' 23 I I Z UNDERDRAIN PIPE AS REQUIRED. 29 8" DIP FLG X PO TEE (CLASS 150) 84 15 I I `*.. ,Y. l^ 30 6" SCH 80 PVC IRRIGATION PIPE EXIST. PUMP STATION 45 33 32 27 52 I °" ' I 62 6 16 31 SUMP PIPING, SEE DETAIL 7, SHEET M-4 4'-10't 0- 26 I 50 42 I I '°�� I 32 2' SCH 80 PVC FLUSH PIPING, PER MFI?'S REQUIREMENTS 81 41 16 85 iii l'';4-6" •�``'• �``<' �`'" � --� 33 CONNECT TO EXISTING PIPING AS REQUIRED EXIST. 6" DISCHA z 26 41 15 34 8' X 6' DIP REDUCER, PE X SMALL END PO (CLASS 150) RGE � � 83 PIPE TO BE ABANDONED 15 1 35 6" SCH 80 PVC 90' BEND 36 6" SCH 80 PVC 45' BEND 1 26 S=1� MIN. 2 80 TYP. 84 37 3/4" SCH 40 PVC CONDENSATE DRAIN AND FITTINGS 23 51 4 3 TYP. SEE HVAC PLANS FOR DETAILS. {� INV:�J,82.73 INV. 183.00 80 82 82 "�� 82 to F. 184.25 80 7 0 F.F. 184.25 VALVI N GN G 84 TYP. A 40 8" FLG X PO RESILENT WEDGE GATE VALVE W/RISER (CLASS 150) N 65 \ S=0�015 MIN. HOUSE KEEPING PAD 41 8" FLANGED SILENT CHECK VALVE (CLASS 150) A (3' ABOVE F.F.) 66 INV. 184.01 M_ HP 30 42 8' FLANGED RESILENT WEDGE GATE VALVE W/HANDWHEEL (CLASS 150) 85 INV. 184.33 I 43 8' FLANGED BUTTERFLY VALVE W/HANDWHEEL (CLASS 150) THRUST BLOCK PER r7 44 8' FLANGED RESILENT WEDGE GATE VALVE (CLASS 150) SHT. G-2 44 30 RELOCATED IRRIGATION MAIN JNV 183.67 22 34 85 34 EQUIPMENT 36 - - - - - - - - - - ' S0 IN-LINE AUTOMATIC FILTER SYSTEM, MAX FLOW = 1500 GPM, 8' INLET OUTLET 34 THRUST BLOCK THRUST BLOCK PER DIAMETERS, CLASS 150, WITH 2" FLUSHING EXHAUST VALVE AND PIPING, 300 MICRON 30 29 PER DETAILS SHE G-2 SHT. G-2 SS SCREEN, SERIES SAF, MODEL SAF-6000, AS MANUFACTURED BY AMIAD FILTRATION rDN 30 SYSTEMS, LTD OR APPROVED EQUAL M 51 8' MAGNETIC FLOW METER FLG X FLG, W/ SS GROUNDING RINGS, MAX. FLOW RATE _ 1500 GPM (CLASS 150), MODEL UM-06 WITH REMOTE MOUNTED CONVERTER AS MANUFACTURED BY WATER SPECIALITIES METER TO SHOW FLOW IN GAL./MIN AND PLAN NOTE: TOTALIZER IN 100s OF CU FT. SCALE: 1' = 4' FOR CLARITY PURPOSES, MATERIAL CALL-OUTS ARE SHOWN FOR 52 PRESSURE SWITCHES AND GAUGE, CAPABLE OF PRESSURE READING TO ONLY ONE PUMP AND DISCHARGE PIPING SYSTEM. REMAINING 150 P.S.I., PER DETAIL 4, SHEET M-3 NOTE: TWO PUMPS AND DISCHARGE PIPING SYSTEMS WILL BE IDENTICAL THE CONTRACTOR SHALL ENSURE THAT THE FLOW METER TO CALL-OUTS SHOWN. 54 PRESSURE GAUGE PER DETAIL 5, SHEET M-3 IS INSTALLED WITH A MINIMUM OF FIVE (5) DIAMETERS OF 57 SUBMERSIBLE SUMP PUMP, 25 GPM, 20' TDH, 1/2 HP, 115V, 1 PH, STRAIGHT PIPE IMMEDIATELY UPSTREAM AND TWO (2) DIAMETERS WITH INTEGRAL FLOAT SWITCH, AS MANUFACTURED BY ZOELLER PUMP Co., DOWNSTREAM OF THE METER. MODEL 98 OR EQUAL. 58 EXHAUST FAN AND HOUSING. SEE MECHANICAL DRAWING M-5. 59 WALL MOUNTED AC UNIT AND DUCTING. SEE MECHANICAL `DRAWING M-5. CITY OF PALM DEF;c:�? I DEPA�_OF BUILDIt:� ;f i APPA _ JUN 14 2316 By Q Tl-{ISAPQAC%'.SL8cC-CWr�NC;:�.6'.`O'^..r UNDERGROUND SERVICE ALERT 'S v�QE�^a�<o"'- ''`'& ;�Y` NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED AF aC o �F r�JS a OF INTENTION TO GRADE OR EXCAVATE. O QROF-SS/pyq� AN',v CL;- �+,cF ;•.. - N 0 CALL TOLL FREE: THE KE ITH COMPANIES SF� �= y �---- - --- - 1-800 19 TECHNOLOGY DRIVE °. 21646 z 227-2600 RKJI I RVI N E CA 92618 fExP, CIVIL05 \�* o TWO WOQ DAYS ' 9jF 3 YOU D1Q 4F CA��F 949.923.6000 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: o N0. REMISIONS APPROVED DATE CPD BM115 164.425 NGVD29 Q CITY OF PALM DESERT CITY OF PALM DESERT o t REVISIONS DUE TO ROOF REDESIGN C i t y of I c I m Desert RFS S-EET M - 1 LOCATION: E PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 OF 2115PL LOCATED ED ON DISK THE NORTH SIDE OF FREDSTAMPED ,` 7�510 FRED w DRIVE SIGNATURE OBE T LEG CIVIC CENTER PARK St�B 30 "';, . R F. SEEMAN, P.E. DIRECTOR OF PUBLIC WORKS IRRIGATION PUMP STATION 9LE NUMBER 'o WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT CA 92260-2578 MARK GREENWOOD WEST OF WESTERLY PCR TeWOio e� (760) 30-0" R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Fax (760) W-7WS 2646 �" MECHANICAL ' Ts�3o os 3 �• RSR PLAN I� sl r 1 27989 6�30/2006 FOR ROOF DESIGN, SEE STRUCTURAL PLANS FOR ROOF DESIGN, SEE STRUCTURAL PLANS BOTTOM OF 4' SQ. ROOF HATCH 58 1 ROOF JOIST (TYP. 3 PLACES) B 27 1 1 EL. i 94.25 EXIST. GROUND 16 52 15 WALL MOUNTED 42 16"W X 24"H AC UNIT TRW 188.25 (TYP.) 17 15 41 (SEE SHEET M-5) EL. 19 .25 63 - WALL LOUVER 58 1 59 6"t 1 6, - - EL. 186.50 I6" W X 24" H EXIST. GROUND 54 El WALL LOUVER 61 F.F. 184.25 4 Tt'�° 26 22 26 TRW 188.25 (TYP.� 68 19 15 17 15 17 15 EXIST. GROUND 3' 1 (�•) .:� - :... 1 18 ' 10' �.' , ; TRW 188.25 jTYP.) PERIMETER DRAIN a . I - EL• 186.50 - - (SEE SHEET S-8) GRATING 37 KI 37 BF 181.75 (TYP.) 62 4 -4 3 FLOOR DRAIN SYSTEM 61 a� .p. . EL. 184.00 26 26 j EL. 180.42 SEE SHEET M i (TYP.) ... a PERIMETER DRAIN . d �-- - .• �, (SEE SHEET S-8) ,.; ,::� • • (nP61F.F. 184.25) 'x 25 INV. 183.25 ': 37 25 PERIMETER DRAIN •: (SEE SHEET S-8) 6° THICK CONCRETE 57 EL 180.42 6" THICK CONCRETE p' ,• BF 180.50 ENCASEMENT 14 . ENCASEMENT 1 BF 181.75 (TYR) 12" MIN a � EL. 181.50 EL. 180.42 FLOOR DRAIN SYSTEM r y .• . 14 - - SEE SHEET M-1 25 15" DIA. 13 40 24 25 3 SECT) ON C 1 `L , SECTI ON B SCALE: 1" 4' - 12" MIN. SCALE.• 1" = 4' M- 15" LIM. SECTION A SCALE 1" = 4' M- CONSTRUCTION NOTES PUMP EQUIPMENT VALUING MISCELLANEOUS 1 VERIICAL TURBINE 500 GPM 0 185 FT. TDH W/40 HP VARIBLE SPEED PUMP ASSEMBLY, 40 8" FLG X PO RESILENT WEDGE GATE VALVE WI RISER (CLASS 150 FLANGED DISCHARGE HEAD � ) 60 WALL PENETRATION THROUGH WALL PACK OPENING WITH SOLID PUMP BARREL W OP FLANGE TO MATCH PUMP BASE 41 8" FLANGED SILENT CHECK VALVE (CLASS 150) NON-SHRINKING EPDXY GROUT PER DETAIL 3, SHEET M-4. GROUT COLOR SHALL MATCH MORTAR COLOR. O3 --PUMP BARREL AIR VENT W/PRESSURE GAUGE AND SWITCHES PER DETAIL 6, SHEET M-3 42 8" FLANGED RESILENT WEDGE GATE VALVE W/HANDWHEEL (CLASS 150) 4D-PUMP BASE PER DETAIL 3, SHEET M-3 43 8" FLANGED BUTTERFLY VALVE W/HANDWHEEL (CLASS 150) 61 COAT EXTERIOR CONCRETE SURFACE BELOW GRADE WITH WATERPROOFING 44 8" FLANGED RESILENT WEDGE GATE VALVE (CLASS 150) PER SECTION 07950 OF THE SPECIFICATIONS. 62 OPENING FOR ALUMINUM FRAMED, FIXED PANE WINDOW (LYNBROOK, PIPING SERIES 160 OR APPROVED EQUAL). SET SILL ELEVATION AT +4'-O'. WINDOW PANES SHALL BE 1/4' THICK TRANSPARENT GLASS, POLISHED *, 10 16" SCH 80 PVC PIPE, ENDS AS SHOWN EQUIPMENT ON BOTH SIDES, WITH STAINLESS STEEL W►RE MESH IN M#OND FOR ROOF DESIGN, SEE STRUCTURAL PLANS TTERN. 80770M OF 4' SQ. ROOF HATCH' "� 11 16' X 8" SCH 80 PVC TEE 63 3'-O' X 84- HOLLOW METAL DOOR WITH 20' SG?UARE LOUVER AS SHOWN ROOF JOIST (TYP. 3 PLACES) 12 I r SCH 80 PVC CAP 50 IN-LINE AUTOMATIC FILTER SYSTEM, MAX. FLOW = 1500 GPM, 8" INLET/OUTLET i AND 10' SQUARE WINDOW WITH WIRE REINFORCED SAFETY GLASS PANE 13 8" SCH 80 PVC PIPE, ENDS AS SHOWN DIAMETERS, CLASS 150, WITH 2' FLUSHING EXHAUST VALVE AND PIPING, 300 MICRON i SS SCREEN, SERIES SAF, MODEL SAF-6000, AS MANUFACTURED BY AMIAD FILTRATION i 14 8" DIP PIPE SPOOL (CLASS i50) FLG X PE, LENGTH AS REQUIRED SYSTEMS, LTD OR APPROVED EQUAL 6 ALUMINUM FWVD RAILS ATTACHED TO WALL PER DETAIL 606-0 EL. 19 .25 16' W X 24" H 15 8' DIP PIPE SPOOL (CLASS 150) FLG X FLG, LENGTH AS REQUIRED 51 8' MAGNETIC FLOW METER FLG X FLG, W/ SS GROUNDING RINGS, MAX. FLOW RATE = 66 3'-6' X 8'-0' HOLLOW METAL DOOR WITH 20' SO. LOUVER WALL MOUNTED WALL LOUVER 16 8" DIP PIPE SPOOL (CLASS 150) FLG X GROOVE LENGTH AS REQUIRED 1500 GPM CLASS 150) MODEL UM-06 WITH REMOTE MOUNTED CONVERTER AS AC UNIT 67 FIRE EXTINGUISHER, SEE SPECS. 6"f 5'-4' AFF MANUFACTURED BY WATER SPECIALITIES METER TO SHOW FLOW IN CU FT SEC AND (SEE SHEET M-5) 17 8" DIP FLG WYE (CLASS 150) / TOTAUZER 1N 100s OF CU FT. 59 58 50 18 8" BLIND FLANGE 52 B PRESSURE SWITCHES AND GAUGE, CAPABLE OF PRESSURE READING TO 51 67 65 19 8" DIP 90' BEND (CLASS 150) 150 P.S.I., PER DETAIL 4, SHEET M-3 DRAINAGE PI PI N G ' EXIST. GROUND -1 Ilk 43 1 60 i9 22 8" DIP DISCHARGE PIPE (CLASS 150) 54 PRESSURE GAUGE PER DETAIL 5, SHEET M-3 TRW 188.25 TYP. 19 15 41 15 EL. 188.25 23 8" VICTAULIC COUPLING 80 4' SCH. 80 PVC DRAIN LINE 43 -_ - TOP OF LANDIN 57 SUBMERSIBLE SUMP PUMP, 25 GPM, 20' TDH, 112 HP, 115V, 1 PH, 81 4' SCH. 80 PVC TEE EL. 186.50 -_ 24 8" FLANGE COUPLING ADAPTER WITH INTEGRAL FLOAT SWITCH, AS MANUFACTURED BY ZOELLER PUMP CD., 82 4•_ SCH. 80 PVC WYE 61 (TYP.) MODEL 98 OR EQUAL. 25 CONCRETE ENCASEMENT PER DETAIL 1, SHEET M-3 83 4' SCH. 80 PVC 90' BEND G TING 58 EXHAUST FAN AND HOUSING. SEE MECHANICAL DRAWING M-5. E 184.00 26 26 PIPE SUPPORT PER DETAIL SHEET M-4 59 WALL MOUNTED AC UNIT AND DUCTING.(TYR) 61 .- p 26 28 43 28 23 - - � � SEE MECHANICAL DRAWINGS 84 FLOOR DRAIN PER DETAIL 8, SHEET M-4 27 1" AIR RELEASE/AIR VACUUM VALVE ASSEMBLY (CLASS 150), PER DETAIL 2, SHEET M-3 PERIMETER DRAIN - • 2$ 8' DIP FLG TEE (CLASS 150) 86 ' SCH. (SEE SHEET S-8) ` _ - - _ = F.F. 184.25 87 JOSAA/ SERIES 85800 DRAIN. CONNECT TO 4 PERFORATED PVC 37 a 15 BF 181.75 (TYP.) 29 8" DIP FLG X PO TEE (CLASS 150) 1 UNDERDRAIN PIPE AS REQUIRED. OF 180.50 -4 , INV. 182.60 80 INV. 182.76 12" CLR. 30 8" SCH 80 PVC IRRIGATION PIPE EL. 180.42 _ EL. 181.50 31 1 FLOOR DRAIN SYSTEM SUMP PIPING, SEE DETAIL 7, SHEET M-4 '-� SEE SHEET M-1 19 29 32 2' SCH 80 PVC FLUSH PIPING, PER MFR'S REQUIREMENTS SECTION 15 44 33 CONNECT TO EXISTING PIPING AS REQUIRED D CITY OF PALM DESERT SCALE: 1" = 4' - 37 J/4" SCH 40 PVC CONDENSATE DRAIN AND FITTINGS DE SEE HVAC PLANS FOR DETAILS. PA E_NT_OF BUILDING 8�SAFETY UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNnL BELOW AGENCY IS NOTIFIED fr+ OF INTENTION TO GRADE OR IXCAVATE ROF SS/ SAP AL BEC(Y.IFS JLL:S V^1['!F 'NScc�__ ,- �- Nq� rs Noy cOc,DEe w CALL TOLL FREES �� s� � Y4l RK AL ?E �E I PPRCVED G i CONSTRUED TC 6E THE KEITH COMPANIES ANYVIO A � P 1-800 = - N � Z m ANY VIO�.eT'OfJ GF 19 TECHNOLOGY DRIVE �° �CITY ML tiBE K;-; F ,- 227-2600 y Xp . 21646 ----_- _ T ff CIVIL Q* PLANS MIiST 9E Rom•- �. +� TWO DAYS I RVI N E, CA 92618 9l£ 3 BEF<)RE YOU DO 949.923.6000 6 OF CA��F a BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: NO. REVISIONS APPROVED DATE CPD BM115 164.425 NGVD29 CITY OF PALM DESERT CITY OF PALM DESERT 3 t REVISIONS DOE TO ROOF REDESIGN City of P a l m Desert � RFS T M - LOCATION: DRAWN BY PROJECT: 720-01 PUBLIC WORKS DEPARTMENT Of 2" CPO BRONZE DISK IN TOP OF CURB STAMPED Q fir: SIGNATURE 115 LOCATED ON THE NORTH SIDE OF FRED 73-510 Ff IIED WARINGTi DRIVE T RO E SEEMAN, P.E. LEG DIRECTOR OF PUBLIC WORKS CIVIC CENTER PARK Sll. TS 30 WARING DRIVE, WEST OF COOK STREET, 9.6' }' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR •, T6160 0M (760) 346-M R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP, DATE DATE 5�3t jo RS FaX (760) 341-7W8 2" 9/30/05 R 27M 6/30/2006 SECTIONS PROVIDE VERTICAL MOUNT EXHAUST DAMPER GRAVITY OPERATED WITH DAMPER GUARD. HEAT PUMP SCHEDULE 3/4" CD 0 1/4 SLOPE/LINEAR FOOT TO SUMP PIT DESIGNATION HP USE PIPE CLAMP TO WALL 1 A HP D EF AREA SERVED ELECTRICAL ROOM NEED ROOF GUTTER M--5 I I I 0 INSULATED SA DUCT CAPACITY, TONS 4 I 30"X10" SUPPLY AIR. 4" MIN AIR QUANTITY, CFM 1520 24"X30"X30" REMOVABLE FAN HOUSING I I '00124"X24" SAG 3/8" ANCHOR BOLT COOLING BTU—H AT 95 F 42500 JI I I I I I 4'I SLEVE SPA ' 500 CFM 10 X30 SA TYPICAL FA J J I I I I I �� TYPICAL FOR 3 SEER 10.20 IJ I � I �� I PROVIDE FORM SEAL HEATING BTH AT 30 F 30100( I I I I I I I I AROUND WALL OPENING C.O.P. / EFFICIENCY. 1 .90 I 16"X30" RETURN AIR GRILLE ON REFRIGERANT R-22 J r— �� =1I1=1LI— WALL I I 'I.III III J I i II—III—III WEIGHT. LBS 550 i I I I I I I III III—I I BOTTOM MOUNTING I =111—III-11 BRACKET 12" MIN _III=III=III=III ._ ELECTRICAL V—PH—Hz 460-3-60 T1 � HP MCA — MFS 12 — 15 J ` / • ° 3/4" CD REFER TO Jack SHEET M-2 1 MANUFACTURER(OR EQUAL) MARVAIR MODEL NUMBER(OR EQUAL) AVP42HPDOON OUTSIDE AIR (CFM) 25 T2 EX. PRESSURE INCH W.G. 0. 15 MFS=MIMUM EXTERNAL FUSE MCTON NORTH ELEVATK)N MCA=MINIMUM CIRCUIT AMPACITI'OR EXTERNAL HACR CIRCUIT BREAKER SIZE. A A SCALE.• 1" = 4' M5 SCALE.• 1" = 4' M-5 I EXHAUST FAN — — — — � — — — — — — -- UNIT EF 1 ABBREVIATIONS AFF ABOVE FINISHED FLOOR SERVICE PUMP ROOM WAC R.OM PLAN BTU BRITISH THERMAL UNIT Qt M-5 CD CONDENSATE DRAIN SCALE. t" = 4' CLG CEI CUBIC INGFEET PER MINUTE TOTAL AIR, CFM 2700 EXA EXHAUST AIR FC FLEX CONNECTION EXTERNAL STATIC, WG 0.25 MECHANICAL NOTES: HGR HANGER SEAL WALL OPENING Hz O USE MAVAIR FACTORY PROVIDED INSTALLATION KITS AND ASSECCORIES. a INSUL INSUTL4TION ALL AROUND BLOWER RPM 1750 MATL MATERIAL 3/8" ANCHOR BOLT MAX MAXIMUM TYPICAL O2 PROVIDED A ONE PIECE MECHANICAL WALL MOUNTED (REMOTED) THERMOSTAT MAVAIR PART # 50091 . MIN MINIMUM DAMPER GUARD BLOWER BHP 0.3 MISC MISCELLANEOUS O PROVIDED 30"X16" ALUMINUM RETURN GRILLE FOR AVP 42 MAVAIR PART # 80679. MTD MOUNTED MOTOR HP OA OUTSIDE AIR 12"X28" EXA DOWN 1 /2 IJ4 WALL OPENING MUST HAVE 1 " CLEAR ALL AROUND DUCT. RA RETURN AIR 1 RAG RETURN AIR GRILLE 6 A.F.F. SA SUPPLY AIR _ _ FILTER THICKNESS,IN. N/A APPLY A BEAD OF SILICONE SEALER ON THE WALL SIDE OF THE MOUNTING BRACKETS ON SAD SUPPLY AIR DIFFUSER FLANGE CONNECTION THE CLASSIC HEAT PUMP. CIRCLE THE MOUNTING HOLES WITH THE SILICONE BEAD. SAG SUPPLY AIR GRILLE ELECTRICAL V—PH—Hz 460-3-60 SCHED SCHEDULE II—IIl—III O MAKE SURE THAT THE DUCT FLANGES ARE PROPERLY ALIGNED WITH THE WALL OPENING. ADJUST AS NECESSARY. V VOLTS =III=I'll=1 i l I I,, (I, — VARIABLE DRIVE REQ. N/A 8 APPLY A BEAD OF SILICONE WHERE THE TOP FLANGE AND SIDE BRACKETS CONTACT THE STRUCTURE WALL. HVAC DUCTWORK SYMBOLS oo ..fl 8 0 CHECK THE FIT OF EACH SLEEVE TO ITS MATING FLANGE FOR POSSIBLE AIR LEAKS. 4 MANUFACTURER (OR EQUAL) GREENHECK SYMBOL FEATURE ° 10 APPLY SILICONE SEALER TO CLOSE ANY GAPS. INSTALL THE AIR RETURN GRILLES. 4 DUCT SIZE— FIRST MODEL NUMBER (OR EQUAL) SE2- 18-41 1 —A5 12X20 NUMBER IS SIDE SHOWN 36"X24" RAG ° TITUS MODEL 350ZFL a. 3/4" SPACING, 0' DEFLECTION MAX. WEIGHT 100 LBS. - E: :] \� BOTTOM MOUNT DEVICE OR EQUAL. WALL OPENING �� ��REGISTER, GRILLE, DIFFUSER 20.25 X20.25 OR DUCT TAKEOFF FLEXIBLE CONNECTION CITY OF PALM UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE DEPA , ENT OF BUILT :+��G & ,,; SECTION �pFESSI CALL TOLL FREE: MORAE'S/PHAM & ASSOCIATES THERMOSTAT P. �� ti SCALE: 1" = 4' M5 By a ROVAL BECOMES CONSULTING ELECTRICAL & MECHANICAL ENGINEERS Is Nc�r ��Dwtr-+'ry' se nAv � No. M021530 " 1-800 ANCHOR 227_2600 2131 PALOMAR AIRPORT RD., STE. 120 BE J HIS i� <- - p / / L L CARLSBAD CA. 92009 (760) 431-7177 APPROVENS.THIS AP ='� Q_ 6 30 200� TWO WOI�KNC1 DAYS CONSTRUED TO BE A PE'Iy1- '•a `rl' �"rl BE Q9E YOU DO a crrr pRpNANCES of ^ws `'R: ANY VIOLATION OF ANY CF-�+E 1 Ply frtVST 9E KEPT Gh TF 1 C BENCH MARK: ELEVATION: — 5 NO. REVISIONS APPROVED DATE �+ PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: Fm CPD BM 164.4Z5 NV WZ9 C i t �/ CITY OF PALM DESERT t REVISIONS DUE TO ROOF REDESIGN 5 31 05 ' T ' J o f Palm Desert LP CITY OF PALM DESERT SHEET LOCATION: K ' PUBLIC WORKS DEPARTMENT y-✓ DRAWN BY PROJECT: 720—01 OF 2" CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE i. ('`� 115 LOCATED ON THE NORTH SIDE OF FRED tN 73-5y0 WARINcl DF VE I P. PHAM, P.E. CAD DIRECTOR OF PUBLIC WORKS CIVIC CENTER PARK aI-I�Ts 30 W�'ST OF WARING RWESTERLYPR COOK STREET, 9.6' PALM DESEW, CA 922W-25M MARK GREENWOOD IRRIGATION ,PUMP STATION FILE NUMBER TeWphoilfwQW) 346—OOH R.M.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Fa: QW) W7W8 02=11 6/30I07 3r � LPP 3� I o� HVAC PLAN CMU SEALANT ANCHOR SHEET METAL DRIP EDGE DRIP (®HEAD PAINT TO 94 CH DOOR FRAME a..p6a".,>< *"'« ,vy""� ':,.z° n '' $;,, "'.'-,e ._wm`.om,�-»,. aHK�w,,, ,,,u,., maz•., :°``.s«<, ,au. `q ,c, -ak `.""<" ¢.a ,r < DOOR DOOR FRAME FOR ROOF DESIGN ROOF HATCH .: G ROOF HATCH �a SEE STRUCTURAL DRAWINGS __ . (TYP. 3 PLACES) ��` (TYP 3 PLACES) RAIN GUTTER DIVERSION DOOR HEAD�JAMB rl_'� SEE MECHANICAL DRAWINGS _ NTS. SPLIT—FACE MASONRY . BLOCK UNITS SPLIT--FACE MASONRY ro WALL MOUNTED D BLOCK UNITS 10'-0" A s. AC UNIT TOP OF CMU TO DOOR FRAME BEYON6 10'-0" TOP OF CMU TO GROUND SURFACE FINISH FLOOR s } FINISH FLOOR , GROUND SURFACE DOOR SEALANT Y ` " 1 4 HAND RAIL 1.¢ D WALL MOUNTED F 20.25 X 20.25" EXHAUST FAN OPENING A ��� A/C UNIT PER MFR'S RECOMMENDATIONS. SEE � w / PAVING STEEL ANGLE g,� MECH. DRAWING M 5 FOR EQUIPMENT { 1 2' EXP. JT REFERENCE PIT AROUND A/C UNIT SPECIFICATIONS. 9 STRUCTURAL EAST ELEVATION �` ��r��,.��-�,���, �.: , �� � �� �.� .� �.��� .�. ,� �����, ��� �� � �� DRAWINGS SCALE: I = 4 �� �� I N �s�-�o10 TYPE � SCALE: 1" = 4' _�R METAL DOOR 1 INSIDE OUTSIDE ?` NEOPRENE SEAL 1 EQUIPPED W/ DOOR ROOF HATCH �� .'' xA.r f A O (TYP. 3 PLACES) w,.. � ° a G .e g ROOF HATCH FLAT HEAD PHILIP G 16" X 24" AIR SUPPLY ` ALUM. THRESHOLD INSTALLED ° SCREW ANCHORS PER (TYP. 3 PLACES) � �°�� ���� ACOUSTICAL LOUVER ���°�`� _ OPENINGS x , MFR'S INSTRUCTIONS. a TYR �a PER MFR S INSTRUCTION TIf�ESHOLD TYPE 2 1 A, DOOR SPLIT—FACE MASONRY '' DOOR TH ` BLOCK UNITS 6,-9"± � A RE 2 " " WALL MOUNTED TO TOP OF SPLIT—FACE MASONRY 10 —0 LANDING 10"-0"f BLOCK UNITS f � NTS. TO FINISH FLOOR A/C UNIT F � PTO FINISH FLOOR GROUND SURFACE ' � 6' FROM CORNERS e BIRD SCREEN CMU WALL ,u � �� 3 F s�, n D F EO CONCRETE STEPS GROUND SURFACE F A � �. M ,. a TYR _ r 16" X 24" AIR SUPPLY " " ° . 3—6" X 8—0 16' X 24 AIR SUPPLY ACOUSTICAL LOUVER OPENING ,. s METAL DOOR ACOUSTICAL LOUVER OPENING t W/ 20" SQ. LOUVER � FA 0. TY OF EJ�.L.�r� d (3'-10" X 8'-2" MO) MENT"OF BUILDi k . .<. � E WEST ELEVATION JllN a uM. LoK ER AL©y _...;_. -" �----___ CAULK ALL L23 4' " IS NOT RECORDED WITHIN S APPROVAL BECOMES�c�,�F p JF AROUND FRAME SCALE. 1 = 4 SOUTH ELEVATION WORK ONALL 8E DO'�E` iN roGt=% i APPROVED PLANS.-TH;S APPRt: SCALE: 1" = 4 CONSTRUED TO BE A PERTA'l FOH- G r, - ANY VIOLATION OF ANY OF Tt a� LOUVER ATTACHMENT 3 �� �� "' ���"".� .,��, s crrY ORDINANCES OR��a�nd's T� aG aE c }� � — LEGEND PLANS MUST BE KEPT ON THE Jt?P. NTS. A 8X8X16 SPLIT—FACE MASONRY BLOCK (MATCH COLOR TO EXISTING STRUCTURES) moo. C ALUM. LOUVER BY CONSTRUCTION SPECLAUIIES OR EQUAL. 6063—T5 ALUMINUM ALLOY, 1/2" MESH REMOVABLE MILL FINISH ALUMINUM BIRD SCREEN, SIZE AS INDICATED OR CURB WITH INTEGRAL MP HATCH REQ'D. FOR OPENING. LOUVER TO BE FINISHED WITH CIS KYNAR NO. 21 (COLOR CAP FLASHNING AND TO MATCH CMU AND APPROVED BY CITY). � CUP PER MANUF. PADLOCK HASP D WALL MOUNTED AC UNIT — SEE MECHANICAL DRAWINGS FLASHINGOUTER METAL `1 ING E 6" THICK CONCRETE STEP/SLAB INSTALLED TO INTERCEPT DRAIN (TYP.) nBDWAR0 INSULATION F EXHAUST FAN — SEE MECHANICAL DRAWINGS BASE FLASHING ALL AROUND OUTSIDE % G ROOF HATCH — 4' SQ. ALUMINUM HATCH BY BILCO OR EQUAL. & CANT STRIP OF CURB PER UWUF. ' Q PLYWOOD DECKING i do FELT PAPER i BUILT UP ROOFING �, UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED F OF INTENTION TO GRADE OR EXCAVATE. Q OF SS/pyq� %? WOOD FRAMING GH 0 'G 4' g SF Y, REFERENCE STRUCTURAL N o CALL TOLL FREE: THE KE ITH COMPANIES ��, DRAWINGS 1-800 19 TECHNOLOGY DRIVE o. 21646 Z Exp.�30/05 * PUMP ACCESS ROOF HATCH 3 227-2600 I RVI N E, CA 92618 sl9l CIVIL � � _ o TWO WOFiKM DAYS , F OF ��F� NTS. YOU D1Q 949.923.6000 BENCH MARK: ELEVATION: �_ �` _ c a rea � ,_RJE1 REb`'-Utah THE"DRE& SUPtAVMbN OF: ESIGN BY APPROVED Y: 3 No. REVISIONS APPROVED DATE CPD BM 115 164.425 NCiVD29 CITY OF PALM DESERT CITY OF PALM DESERT t REVISIONS DUE TO ROOF REDESIGN City of Palm Desert RFS � A - 1 PROJECT: 720-01 LOCATION: N 4" PUBLIC WORKS DEPARTMENT DRAWN BY CIVIC C OF 30 2" CPD BRONZE DISK IN TOP OF CURB STAMPED _ SIGNATURE ENTER PARK 9�-E�$ w "115" LOCATED ON THE NORTH SIDE OF FRED 73-510 FREED WAIRING DRIVE R B RT F. SEEMAN, P.E. LEG DIRECTOR OF PUBLIC WORKS .� WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER 61 WEST OF WESTERLY PCR is T@I@PFXXW (760) 346—M R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Fes: (760) 341-7098 2160 9/30/05 45 13I lo,� RSR 27M 6/30/20os ARCHITECTURAL ELEVATIONS GENERAL NOTES: 2. SOILS REPORT PREPARED BY: 8. PROVIDE 2- #5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF 12. PROVIDE ONE INCH MINIMUM GROUT COVER ON ALL BOLTS AND PLATES. 1 . THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS OPENINGS AND INSIDE CORNERS OF FLOORS. REPORT NO. 104579002 13. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH 9. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION ARCHITECTURAL DRAWINGS. 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOILS REPORT JOINTS. 14. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND SPECIFICALLY NOTED OR DETAILED. 3. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING INSPECTION. 10. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY 4. TYPE OF FOOTING: 11. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN REINFORCING STEEL: DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. A. SHALLOW FOOTING SYSTEM MINIMUM EMBEDMENT 18�� BELOW TO 1/4 AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS LOWEST ADJACENT GRADE. TO BE PLACED. 1 . ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE U.B.C., 4. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO DESIGN SOIL PRESSURE: AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.i. OR AS MODIFIED CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE 12. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B BY THE CONSTRUCTION DOCUMENTS. (1998 EDITION C.B.C.), RELATED UNIFORM BUILDING CODE STANDARDS (1997 FOOTING TYPE STATIC BEARING PRESSURE PLYFORM, CLASS 1, EXT-A.P.A. PLYWOOD. EDITION), AND ANY A.S.T.M. SPECIFICATIONS WHICH THESE STANDARDS ARE SPREAD FOOTING 2,500 P.S.F. 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60, BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS CONTINUOUS FOOTING 2,500 P.S.F. 13. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT. DRAWINGS. WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. ' 5. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE 14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE 6. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SECURED IN POSITION PRIOR TO PLACING CONCRETE. WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD DRAWINGS. SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. 7. 15. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL 6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION FLOOR SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. PURPOSES. ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE ELECTRICAL, AND FOODSERVICE DRAWINGS, TRENCH BACKFILL AS PER SOILS 16. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION PERMITTED BY THE BUILDING OFFICIAL. 7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER REPORT REQUIREMENTS. STEEL OFF THE GROUND. GENERAL NOTES AND TYPICAL DETAILS. 5. WELDED WIRE FABRIC SHALL 8. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 17. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. LAPPED 1SPACESAND12TO A.S.T.M. A-185, AND SHALL BE " MINIMUM. 8. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW 18. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: CONSTRUCTION SHALL BE REMOVED. PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL A. SIZE AND LOCATION OF ALL OPENINGS. 10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN 19. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE REINFORCEMENT, RESPECTIVELY. B. SIZE AND LOCATION OF ALL NON-BEARING WALLS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME MINIMUM COVER: 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF D. FLOOR, ROOF AND WALL FINISHES. FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND FOOTINGS CAST AGAINST EARTH 3" 8. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, ` E. DIMENSION NOT SHOWN ON STRUCTURAL DRAWINGS. UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2 UNLESS NOTED OTHERWISE. " 9. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE 11 . THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, BEAMS AND GIRDERS 1 1/2" 9. SLAB ON GRADE REINFORCING SHALL BE POSITION AT MID-DEPTH, UNLESS FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING WALLS 2" NOTED OTHERWISE. THE METHOD OF CONSTRUCTION. REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. COLUMN TIES 1 1/2" 12. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE SLABS (#11 AND SMALLER) 3/4" 10. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS 10. NEITHER THE OWNER NOR THE ARCHITECT/STRUCTURAL ENGINEER WILL DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER 20. CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS. TO SECURE REINFORCING BARS IN PLACE, U.N.O. ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, FOUNDATION. 11 . ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND - INCH UNITS. SEE INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR 13. 1998 C.B.C. SEISMIC SOIL CATEGORIZATION (SECTION 1636.2) TABLE FOR METRIC EQUIVALENT. CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH MASONRY: STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SEISMIC ZONE: 4 1 . MASONRY UNITS SHALL BE TYPE II, GRADE N-1 MEDIUM WEIGHT, SPLIT-FACE BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION SAFETY ITEMS. ZONE FACTOR: 0.4 BLOCK IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-90, F m = 2,000 WILL NOT BE REQUIRED. A.C.I. #6.3.12 SOIL PROFILE TYPE SD P.S.I., USE OPEN END UNITS AT VERTICAL REINFORCING. 11. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON 2. ALL VERTICAL CELLS SHALL BE GROUTED SOLID IN LIFTS NOT EXCEEDING POUND - INCH CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. OWNER'S REPRESENTATIVE SHALL COORDINATE WITH STRUCTURAL ENGINEER DURING CONCRETE: 8'-0" IN HEIGHT. BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE 1 . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318-95 DESIGNATION STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" EXCEPT AS 3. VERTICAL BARS IN MASONRY UNITS SHALL BE TIED OR OTHERWISE FIXED IN METRIC THESE DRAWINGS. ALSO SEE STRUCTURAL OBSERVATION ON S-2. MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN POSITION AT INTERVALS OF NOT LESS THAN 4'-0" AND AT TOP AND BOTTOM. ON THE DRAWINGS. DESIGNATION BAR SIZE #10 #13 #16 #19 #22 #25 #29 #32 #36 #43 #57 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED 4. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELL FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH 2. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94, GROUT LIFTS WHICH ARE MORE THAN 4'-0" IN HEIGHT. PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. DAYS. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT DESIGN BASIS: 13. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK 1 1/2" BELOW THE TOP OF THE UPPERMOST MASONRY UNITS. CODE: 1998 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, TITLE 24, PART 2 THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, 6. MORTAR SHALL BE TYPE S PER CALIFORNIA BUILDING CODE TABLE 21 -A WITH AND ALL OTHER CONCRETE SHALL BE 3/4" INCH. A 28 DAYS COMPRESSIVE STRENGTH OF 2,000 P.S.I. GRAVITY LOADS: 4. CEMENT SHALL CONFORM TO A.S.T.M.. C-150 . 1. FLAT ROOF LIVE LOAD 20 P.S.F. (REDUCIBLE) O FOUNDATION-.- � TYPE V LOW ALKALI 7. REINFORCEMENT WELDING SHALL COMPLY WITH A.W.S. D1.4 (LATEST EDITION). AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. NO FIELD WELDING OF REINFORCING BARS, U.N.O.1 . ATTACH ONE COPY OF SOILS REPORT TO THE APPROVED SET OF LATERAL LOADS: CONSTRUCTION DOCUMENTS. SOILS REPORT SHALL BE PART OF THESE NOTES. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED 8. ALL HEAD JOINTS SHALL BE FULL BUTTERED OR OPEN END MASONRY UNITS PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE SHALL BE USED. 1 . SEISMIC ZONE 4 2. BASIC WIND SPEED & EXPOSURE: REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE ENGINEER AND ARCHITECT OF RECORD. 80 M.P.H. GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING SEISMIC SOURCE TYPE A EXPOSURE "C" EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. 9 GROUT SHALL CONFORM TABLE PLE MIXTURE OF CEMENT, SAND, PEA DISTANCE TO CRITICAL SOURCE: 12 Km BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED GRAVEL AND WATER WHICHH WILL COMPLETELY Y FILL ALL VOIDS 1N THE WALL Ca = 0.44 CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: OTHERWISE. AND DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. Na = = 1.0 10. REINFORCING STEEL A.S.T.M. A-615 GRADE 60. SPLICE IN REINFORCEMENT Cv = 0.64 A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR SHALL BE LAPPED 48 DIAMETERS MIN. Nv = 1.1 SOIL REPORT. PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO R = 4.5 B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND EMBEDMENT. 11 . ALL VERTICAL WALL REINFORCEMENT SHALL BE DOWELED TO THE FOUNDATION SEISMIC BASE SHEAR: COMPACTED, AND WITH THE SAME SIZE AND NUMBER OF BARS AS SHOWN IN THE WALLS. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE V = 0.244W (ULTIMATE DESIGN) CITY OF PALM DESERT SOILS REPORT. V = 0.175W (ALLOWABLE DESIGN) DEPART RENT OF BUILDING & SAFE Y UNDERGROUND SERVICE ALERT BY \---- -AM1 4 210 14iS AP-FK_-�AL BECOMES"!l'i1 h V':'D': NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AMCY IS NOTIFIED QFZQFESS/ 1�.ACT R CCRDED`�+ti W DAYS OF'S:.:AW7E • OF INTENTION TO GRADE OR EXCAVATE WOZ SIMON WONG ENGINEERING �� � uNG �+ F� APPq FALL - DC IN ACCGn^^A =�E -� APPPOVX GALL TOLL F1:iEE: \`U �// � � Cs7 �.ONSTPUED TC 9E A o=aMtT�r�., A v A=aa'+✓a, STRUCTURAL & BRIDGE ENGINEERS No. S 3 3 C 1-800 m Ac v ^LA Gti OF ANY DF'uF A &c;7. ,.ANCF rO S SF�-F - i 227-2600 E)�F;t 03/ /07 �' r#10 WOFVCNVQ DAYS 9968 Hibert Street, Suite 202 Tel. 858 566-3113 RUCTU�P BEFOFE YOU DIQ Sdn Diego, CA 92131 Fax. �8583 566-6844 N0. REVISIONS APPROVED DATE BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED OF PALM DESERT CPD BM115 64.425 NGVD29 DRO CITY OF PALM DESERT SHEET s-l Al REVISIONS DUE TO ROOF REDESIGN 5 12 05 `�/�a �C�� L/F�Q� LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 7 2 0-01 2m CPD BRONZE DISK IN TOP OF CURB STAMPEDE _» SIGNATURE CIVIC CENTER PARK SFEETB '115' LOCATED ON THE NORTH SIDE OF FRED ti{. � 7.3-5V FEED WAF�NG DRIVE BELT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS 30 WALING Dlly, NEST OF COOK STREET, 96' PALM DESERT, CA 922W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST ( WESTERLY PCR '' ; TebphorM (760) 346-M R.C.E. NO. EXP. DATE DrTE CHECK BY R.C.E. N0. EXP. DATE DATE Fax (760) 341-7M8 2" 9/30/05 tj 3 EN 27M 6/30/2006 s LUMBER: NAILING SCHEDULE 9. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH (11 mm) CROWN AND 1 1/8-INCH (29 mm) LENGTH FOR 18. THE MOISTURE CONTENT OF WOOD MEMBERS SHALL NOT EXCEED 19%, BEFORE 1/2-INCH (12.7 mm) SHEATHING AND 1 1/2-INCH (38 mm) LENGTH FOR 25/32-INCH (20 mm) SHEATHING CONFORMING 1 . STRUCTURAL LUMBER SHALL TO STRESS-MARKED DOUGLAS FIR-LARCH S4S IN INSTALLATION. IT WILL BE THE RESPONSIBILITY OF THE INSPECTOR OF RECORD CONNECTION NAILING TO THE REQUIREMENTS OF SECTION 2304A.3 ACCORDANCE WITH GRADING AND DRESSING RULE NO. 16 OF THE WEST COAST TO VERIFY THAT THE CONTRACTOR HAS SUPPLIED LUMBER OF THE PROPER JOIST to sill or girder, toenail 3-8d 10. PANEL SUPPORTS AT 16 INCHES (406 mm) [20 INCHES (508 mm) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE LUMBER INSPECTION BUREAU (LATEST EDITION). MOISTURE CONTENT BEFORE INSTALLATION. THE USE OF A HAND HELD MOISTURE PANEL, UNLESS OTHERWISE MARKED]. CASING OR FINISH NAILS SPACED 6 INCHES (152 mm) ON PANEL EDGES, 12 !NCHES CONTENT METER IS ACCEPTABLE. BRIDGING to joist, toenail each end 2-8d (305 mm) AT INTERMEDIATE SUPPORTS. 2. LUMBER SHALL NOT BE BORE OR NOTCHED, EXCEPT WHERE DETAILED. 1" X 6" (25 mm X 152 mm) SUBFLOOR or less to each joist, face nail 2-8d 11. PANEL SUPPORTS AT 24 INCHES (610 mm). CASING OR FINISH NAILS SPACED 6 INCHES (152 mm) ON PANEL EDGES, 12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS. 3. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48 INCH WIDER than 1" X 6" (25 mm X 152 mm) SUBFLOOR or less to each joist, face nail 3-8d OF GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH. Summary of Special Inspection 2" (51 mm) SUBFLOOR to joist or girder, blind and face nail 2-16d 1 Concrete 13.1 Verify soil conditions are substantially in conformance with ABBREVIATIONS: 4. PROVIDE 2x FIRE BLOCKING AT MID-HEIGHT OF STUD PARTITIONS OVER 8'-6" IN 2 Bolts installed in concrete the soil Investigation report " SOLE PLATE to joist or blocking, typical face nail 16d at 16" (406 mm) O.C. & AND KIPS KiLOPOUNDS (1,000 POUNDS), HEIGHT. 3 Concrete moment resisting space frame 13.2 Verify that foundation excavations extend to proper depth j g� YP ( ) ( � 4 Reinforcing steel and prestressing steel and bearing strata SOLE PLATE to joist or blocking, at braced wall panels 3-16d at 24 610 mm O.C. ® AT K.O. KNOCK OUT 5.1 All structural welding 13.3 Provide soil compaction test results, depth of fill, relative 0 CENTER LINE LB POUND 5.2 Weld lasting ductile moment-resisting steel frame density, bearing values It PLATE, PROPERTY LINE L.B. LAG BOLT 5. PROVIDE 2x SOLID BLOCKING AT ALL SUPPORTS FOR RAFTERS, CEILING JOISTS 5.3 Welding reinforcing steel 13.4 Provide soil expansion test results, expansion index, TOP PLATE to stud, end nail 2-16d A.B. ANCHOR BOLT L.F. LINEAR FOOT AND FLOOR JOIST EXCEPT WHERE RAFTERS OR JOISTS ARE SUPPORTED BY 6 High-strength bolting recommendations for foundation, on grade floor slab ADJ ADJACENT LG LONG 7 Structural masonry design for each building site STUD to sole plate 4-8d toenail, or 2-16d end nail A.F.F. ABOVE FINISH FLOOR L.L. LIVE LOAD JOIST HANGERS. 8 Reinforced gypsum concrete 14 Smoke control system ARCH'L ARCHITECTURAL L.L.H. LONG LEG HORIZONTAL 9 Insulating concrete fill 15 Special cases (describe) BD BOARD L.L.V. LONG LEG VERTICAL 10 Spray-applied fireproofing 16 Off-site fabrication of building components DOUBLE STUD, face nail 16d at 24" (610 mm) O.C. BLD'G BUILDING L.S. LAG SCREW 6. ROOF SHEATHING INSPECTIONS SHALL BE MADE PRIOR TO COVERING. ALL 11 Deep foundations (piling, drilled piers & caissons) 17 Other structural inspections as required by designer BLK BLOCK LT. LIGHT 12 Shotcrete DOUBLE TOP PLATES, typical face nail 16d at 16" BLK G BLOCKING MAS MASONRY STRUT CONNECTIONS SHALL BE COMPLETED PRIOR TO INSPECTION. yp' (406 mm) o.c. BLW BELOW MAT. MATERIAL Design DOUBLE TOP PLATE, lap splice 8-16d BM BEAM MAX. MAXIMUM ' ' No. DESCRIPTION OF TYPE OF INSPECTION REQUIRED LOCATION REMARKS ETC. B.N. BOUNDARY NAIL M.B. MACHINE BOLT 7. SEE DRAWINGS FOR SHEAR WALL SCHEDULE, HOEDOWN DETAILS, PANEL Strength BOT. BOTTOM MECH'L MECHANICAL LOCATIONS, ETC. SHEAR PANEL NAILING SHALL BE SPACED AT LEAST 3/8 INCH CONCRETE BLOCKING between joists or rafters to top plate, toenail 3-8d BRG BEARING MEZZ. MEZZNINE 1 F c = 3,000 P.S.I. B.S. BOTH SIDE MIN. MINIMUM FROM ALL EDGES. (ALL CONCRETE, U.N.O.) RIM JOIST to top plate, toenail 8d at 6" (152 mm) o.c. BTWN BETWEEN M.H. MANHOLE C.B. CARRIAGE BOLT MANUF. MANUFACTURER 2 ALL BOLTS INSTALLED TOP PLATE, lap and intersections, face nail 2-16d C.F. CUBIC FOOT MTL. METAL 8. METAL CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR EQUAL, EXCEPT AS IN CONCRETE CHAM CHAMFER N.S. NEAR SIDE SHOWN. FILL ALL HOLES OF THE PREFAB. CONNECTORS AS SPECIFIED BY CONTINUOUS HEADER, two pieces 16d at 16" 406 mm o.c. along each edge C.1. CAST-IRON N.I.C. NOT IN CONTRACT PLACEMENT OF REINFORCING STEEL AT CONCRETE p ( ) g g C.I.P. CAST-IN-PLACE NOM. NOMINAL MANUFACTURER. 4 C.J. CONTROL JOINT N.T.S. NOT TO SCALE CEILING JOISTS to plate, toenail 3-8d CLG CEILING O.C. ON CENTER CLK CAULK O.D. OUTSIDE DIAMETER 9. LUMBER MINIMUM GRADE: 7 STRUCTURAL CONTINUOUS HEADER to stud, toenail 4-8d CLK'G CAULKING O.H. OPPOSITE HAND MASONRY F m = 1,500 PSI CONTINUOUS CLR, CLEAR OPN'G OPENING CEILING JOISTS, laps over partitions, face nail 3-16d C.M.U. CONCRETE MASONRY UNIT OPP OPPOSIDE A. HORIZONTAL MEMBERS: SOIL ENGINEER TO VERIFY CONDITIONS AND DEPTH OF CNTR CENTER O.W.J. OPEN WEB JOIST 13.1 COL COLUMN P.C. PRECAST JOISTS AND RAFTERS NO. 1 AND BETTER FOUNDATIONS AND PROVIDE COMPACTION REPORT CEILING JOISTSto parallel rafters, face nail 3-16d CONC CONCRTET PERP. PERPENDICULAR PURLINS NO. 1 CONN CONNECTION PLYWD PLYWOOD SOILS REPORT BY EARTH SYSTEMS CONSULTANTS SOUTHERN CALIFORNIA RAFTERS to plate, toenail 3-8d CONT CONTINUOUS PNL PANEL SUBPURLINS: 13.2 CNTRSNK COUNTERSINK FREFAB PREFABRICATED 2x4 NO. 1 13.3 1" (25 MM) BRACE to each stud and plate, face nail 2-8d d PENNY P.S.F. POUNDS PER SQUARE FOOT DBL DOUBLE P.S.I. POUNDS PER SQUARE INCHES 2x6 OR LARGER NO. 1 13.4 " DEP DEPRESSED PT POINT 1 X 8 (25 mm X 203 mm) SHEATHING or less to each bearing, face nail 2-8d DET DETAIL P.T. PRESSURE TREATED 6x BEAMS AND LARGER N0. 1 D.F. DOUGLAS FIR P.V.C. POLYVINYL CHLORIDE 4x BEAMS AND SMALLER NO. 1 AND BETTER WIDER than 1" X 8" (25 mm X 203 mm) SHEATHING to each bearing, face nail 3-8d D.F.L. DOUGLAS FIR/LARCH RAD RADIUS LEDGERS AND HAILERS N0. 1 AND BETTER DIA DIAMETER R.D. ROOF DRAIN BUILD-UP CORNER studs 16d at 24" (610 mm) o.c. DIAG DIAGONAL REF. REFERENCE HEADERS NO. 1 AND BETTER DIAM, DIMENSION REINF. REINFORCED / REINFORCING a. The special instructions listed are in addition to the c. The special inspections must be certified by the city of " D.L. DEAD LOAD REQ'D REQUIRED TOP PLATES MATCH VERTICAL MEMBERS called inspections required by section 108 of the U.B.C., San Diego to perform the type of inspection specified. BUILD-UP GIRDERS and BEAMS 20d at 32 (813 mm) o.c. of DN DOWN REV REVISION as amended. Special inspection is not a substitute for top and bottom and staggered 2- 20d DIV DIVISION RF ROOF inspection by a city inspector. Exceptions: at ends and at each splice DR DOOR RFTR RAFTER B. VERTICAL MEMBERS: 1. Soils inspections by the soils engineer of record. DWG DRAWING R.H. ROOF HATCH 2x4 STUDS, 8'-0" MAX. NO. 1 b. Continuous inspection is always required during the 2. Smoke control system, by the mechanical engineer 2" (51 mm) PLANKS 2-16d at each bearingDWL DOWEL RM ROOM „ , „ performance of the work unless otherwise specified. of record. EA EACH R.O. ROUGH OPENING 2x4 STUDS, 8 -1 TO 14 -0 NO. 1 When work in more than one category of work requiring 3. When waived by the building official. 2 E.F. EACH FACE R.S. ROUGH SAWN 26 STUDS AND LARGER NO. 1 special inspection is to be performed simultaneously, WOOD STRUCTURAL PANELS AND PARTICLEBOARD: EL. ELEVATION SCHED. SCHEDULE or the geographic location of the work is such that it d. It is the responsibility of the contractor to notify the SUBFLOOR and WALL SHEATHING (to framing): ELEV. ELEVATION f ELEVATOR SECT. SECTION POSTS NO. 1 AND BETTER cannot be continuously observed in accordance with special inspector or inspection agency at least on working 3 EMBED EMBEDME 12 Q 2.7 mm) S.F. SQUARE FOOT /the provisions of U.B.C. section 1701.8.1 It is the day prior to performing any work the requires special ) and less 6d 4 5 E.N. EDGE NAIL SHT SHEET agent's responsibility to employ a sufficient number of inspection. 19 32 - 3/4" (15mm - 19 mm) 8d or 6d EQ. EQUAL SHT'G SHEETING 10. ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN inspectors to assure that all the work is inspected in " ( ) 3 EQUIP EQUIPMENT Sim. SIMILAR 7 $ - 1 22 mm - 25 mm gd THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS accordance with those provisions. e. Specially inspected work that is installed or covered 1 1/8" - 1 1/4" (29 mm - 32 mm) 10d4or 8d5 E.S. EACH SIDE S.M.S. SHEET METAL SCREW without the approval of the city inspector is subject to E.W. EACH WAY SPEC. SPECIFICATION AS REQUIRED. removal or exposure. EXIST'G EXISTING SQ. SQUARE COMBINATION SUBFLOOR-UNDERLAYMENT (to framing): EXP EXPANSION S.S. STAINLESS STEEL 3/4" (19 mm) and less 6d5 EXT EXTERIOR STAGG. STAGGERED BOLTS A.S.T.M. A-307 " 5 F.D. FLOOR DRAIN STD STANDARD MACHINE APPLIED NAILING. 7/8 - 1 (22 mm - 25 mm) 8d FDN FOUNDATION STIFF. STIFFENER LAG SCREWS A.N.S.I. B-18 1 1/8" - 1 1/4" (29 mm - 32 mm) 1Od4or 8d5 F.F. FINISH FLOOR STL. STEEL NUTS A.S.T.M. A-563 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE FIN. FINISH STRUCT'L STRUCTURAL PANEL SIDING to fromin 2 FLR, FLOOR S.T.S. SELF TAPPING SCREW WASHERS A.S.T.M. F-844 DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE JOB SITE ( g) 6 F.N. FIELD NAIL- SYM SYMMETRICAL 1/2 12.7 mm) or less 6d F.O. FACE OF SYS SYSTEM ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. THE APPROVAL IS 5/8" 16 mm) 8d6 FRM'G FRAMING T & B TOP AND BOTTOM 11. LEAD HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER OF THE SHANK SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. F.S. FAR SIDE T & G TONGUE AND GROOVE FOR THE UNTHREADED PORTION OF THE SHANK, AND 70% OF THE SHANK FIBERBOARD SHEATHING:7 T FEET FTC FOOTING FOOT THK P TEMPORARY THINK DIAMETER FOR THE THREADED PORTION. ALL LAG SCREWS SHALL BE INSERTED 2. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN A NORMAL 1/2" (12.7 mm) No. 11 go GA GAUGE THKN'D THICKENED BY TURNING WITH A WRENCH AND NOT BY DRIVING WITH A HAMMER. 4 G GALVANIZED THRU THROUGH HAND HAMMER WOULD. 6d9 G..I 1.. GALVANIZED IRON T.L. TOTAL LOAD No. 16 ga. GLB GLU-LAMINATED BEAM T.O. TOP OF 12. TOP PLATES OF ALL WOOD STUD WALLS SHALL BE TWO PIECE SAME SIZE AS 25/32" (20 mm) No. 11 go GRD GRADE T.S.G. TAPERED STEEL GIRDER 3. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REPLACED. IF 4 GYP GYPSUM TYP. TYPICAL STUDS EXCEPT AS NOTED OTHERWISE, LAP 4'-0" MINIMUM WITH NO LESS THAN NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A 6d9 H.D. HOLDOWN U.N.O. UNLESS NOTED OTHERWISE 12- 16d AND NO MORE THAN SIX INCHES BETWEEN NAILS AT EACH LAP. No. 16 go. HDR HEADER W/ VERTICAL HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT HGR HANGER w/ WITH HORIZ HORIZONTAL W//0 WITHOUT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. INTERIOR PANELING HRD HARD Wb WOOD 13. STRUCTURAL PLYWOOD FOR ROOF AND WALLS SHALL BE A.P.A. RATED AS 1.4" (6.4 mm) 4d10 H.S.B. HIGH STRENGTH BOLT WIN WINDOW INDICATED ON THE DRAWINGS IN ACCORDANCE WITH U.S. PRODUCT STANDARD PS 4. MACHINE NAILING WILL NOT BE APPROVED FOR PLYWOOD 5 16" OR LESS IN 3/8" (9.5 mm 6d 11 HT. HEIGHT W.P. WATERPROOF / WORK POINT / ) HVAC HEATING, VENTILATION, & AIR CONDITIONING W.P.J. WEAKENED PLANE JOINT 1 -74. THICKNESS IN. INCH WT. WEIGHT 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. INSP. INSPECTION / INSPECTOR W.W.F. WELDED WIRE FABRIC INT. INTERIOR W.W.M. WELDED WIRE MESH 14. DOUBLE JOIST SHALL BE PROVIDED UNDER ALL PARALLEL PARTITIONS. 2. NAILS SPACED AT 6 INCHES (152 mm) ON CENTER AT EDGES, 12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS EXCEPT JST JOIST STRUCTURAL OBSERVATION : 6 INCHES (152 mm) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (1219 mm) OR MORE. FOR NAILING OF WOOD JT JOINT STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS 2315A.3.3 AND 2315A.4. 15. ALL BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL BE RETIGHTENED PRIOR TO NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. THE APPLICATION OF DRYWALL, PLYWOOD, PLASTER, ETC. 1 . PER U.B.C. CHAPTER 17 SECTION 1701 .6, THE OWNER SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, 3. COMMON OR DEFORMED SHANK 16. JOISTS MORE THAN 8 INCH DEPTH SHALL BE CONTINUOUSLY BRIDGED BY SOLID OR HIS DESIGNATED ENGINEER OR ARCHITECT TO MAKE SITE VISITS TO OBSERVE 4. COMMON BLOCKING, 2 INCH THICK AND THE FULL DEPTH OF THE JOIST, SPACED AT GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS 5. DEFORMED SHANK 8 -0 ON CENTER. AND CHANGE ORDERS. THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN 6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2304A.3. 17. ALL NAILING SHALL CONFORM TO UBC 97 TABLE NO. 23-II-B-1 NAILING MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. 7. FASTENERS SPACE 3 INCHES (76 mm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152 mm) ON CENTER AT SCHEDULE, USING COMMON WIRE NAILS. PREDRILL ALL NAILS 20d AND LARGER INTERMEDIATE SUPPORTS. AND WHERE REQUIRED TO PREVENT SPLITTING. 8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH-DIAMETER (11 mm) HEAD AND 1 1/2-INCH (38 mm) LENGTH FOR - 1/2-INCH (12.7 mm) SHEATHING AND 1 3/4-INCH (44 mm) LENGTH FOR 25/32-INCH (20 mm) SHEATHING CONFORMING �;i Y OF F�Lr.' rE`" i TO THE REQUIREMENTS OF SECTION 2304A.3. DEoAfJMENT OF BUILCI' =�' UNDERGROUND SERVICE ALERT - i NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OFESS/ Bc� ��`� I OF INTENTION TO GRADE OR EXCAVATE. a•�gpEi MITI-4IN lac:iAys \ SIMON WONG ENGINEERING ��oGUNG ��. �` � E IN CALL TOLL FREE: \ •�v ,F„ sn�� BE STRUCTURAL & BRIDGE ENGINEERS Pp�:v_^ p�p7��TF S APvRCNAI s+•��� JOT BE Qp ,; NS7,LIED TC BE A PCP.tAIT FOR AN A 4S OF STAO'E 1�V00 w ,p,,y, NO. s 83� rn I Ar.�V10LN'ON CF >NY OF-1IE PRNi �5� W rr? r'I I S C1'l �Rnlr:PraCEs OR LJws._OIS�r of APPAWE� 227-"G600 * �IXP. 03/31/07 pi�,NS MUST 9E,cE�T oN T1tE ,o��rinL cow'-CEO TWO WOFVJNG DAYS 9968 Hibert Street Suite 202 Tel. 858 566-3113 '9�RU0TU�P���Q BEPOFE YOU M San Diego, CA 92131 Fax. �858) 566-6844 'C OF CA1.�F BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: NO. REVISIONS APPROVED DATE 1 .> '`_ DRO CITY OF PALM DESERT CITY OF PALM DESERT ,S-2 �CPD BM115 64.425 NGVD29 �� � Pa4w 2�e�e�r.� SHEET REVISIONS DUE TO ROOF REDESIGN 5 12 05 Q� LOCATION: fit: PUBLIC WORKS CDEPARTAAENT SIGNATURE �2L DRAWN PROJECT: 720-01OF 2" CPD BRONZE DISK IN T� OF CURB STAMPED F. CIVIC CENTER PARK a EEm 30 115 LOCATED ON THE NORTH SIDE OF FRED 73-510 IFD WAFM DRIVE ROBERT F. SEEMAN, P.E. SMr+ DIRECTOR OF PUBLIC WORKS PALM DESERT, CA 922W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WAKING ORIII� WEST OF COOK STREET, 9.6' I WEST OF WESTERLY PCR l T t/W) 346'-06'I1 R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. E!{e EXP. DATE DATE Fax M) M-7098 21646 9/30/05 S p<' EN 27M 6/30/2006 o \�r\i � 6"0 PIPE �, 2- #3 PIN o �i, rr�ri�rir,�r MAX. EA. FACE INTERSECTING BARS CORNER CORNER w �r���,�� fir\/��r\\/r BACK FILL SHALL MATCH HORIZ. CL I-- WALL REI N F. TYP. o w o 36 DIA. LAP " z m %. MIN. 2 -0, MIN. r 1 VERT. 36 DIA. LAP �r���, BARS 2'-0" MIN. PIPE TO BE CLEAR �!r��;��,�� ��r� ��� SLEEVE BY 1/2" `� 2 '��` '\� ' ALL AROUND - - - z r r - - - CN #4 0 12" ^-� 36 DIA. LAP SLEEVE SLEEVE _ gm 6" 6" r " �, 2 -0 MIN. �- FOOTING 36 DIA. LAP PIPE " 1 VERT. CONC. FILL TO BE IN PLACE v1_ -_t]9 2'-0 MIN. BARS BEFORE FTG. IS POURED. PLACE MIN. SAME WIDTH. AS FTG. AND FULL NO EXCAVATION FOR PIPE 2 VERT. 2 VERT. WIDTH OF PIPE TRENCH NOTES: TRENCH PARALLEL TO FTG BARS BARS 2 VERT. BELOW THIS LINE BARS 1 . INSIDE DIAMETER OF SLEEVE TO BE 2" LARGER - THAN OUTSIDE DIAMETER OF PIPE PIPE AT FOUDATION WALL 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID (PIPE IS MORE THAN 2'-6" BELOW FINISH W/ OAKUM AT EA END. GRADE AND PASS THRU FOUNDATION WALL.) 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC. INTERSECTION END INTERSECTION _EN D WRAP PIPE WITH 1 " GLASS WOOL INSULATION BEFORE POURING CONC. IN LIEU OF SLEEVE. TYPICAL PIPE THRU FOOTING N.T.S. Cl' TYPICAL CONCRETE WALL/FOOTING REBAR - PLAN VIEW N.T.S. 2 DIAMETER OF ad POINT OF THE STEPPED ADJACENT POURS MUST ROUND OPEN'G FOOTING, AS INDICATED �--36d LAP BE MADE 8 HOURS APART ON THE PLAN 2'-0" MIN. 2'-0" 2'-0" MIN. REINFORCING SHALL MATCH TYp•N 6'-0" MAX. X FOUNDATION REINFORCING FORM WITH "BURKE" PLASTIC MIN. FOOTING DEPTH — _ ZIP STRIP JOINT OR EQUAL, "D" MUST BE MAINTAIN 1/8" MIN. OR SAWCUT WITHIN 24 HOURS CONT. JOINT SEALANT 1 4" MAX. OR SLAB POUR WITH JOINT / SEALANT 3/4" REMOLDED WITH 1/2" o 0 3" CLR. o SPRAY W/ BOND BEAKER EXPANSION MATERIAL N �p EDGE EA. SIDE /< L N LO COMPOUND AFTER FORMS EDGE EA. SIDE W/ W/ 1/4" RADIUS .� ARE REMOVED 1/8 RADIUS �' r N 2- # '� TYR #4 TYP. [ I3" CLR. r x- Li-' ' �i- � 2x RISE, MIN. � \ � \�" N � w NOTES: PLAN VIEW 1 . STEP FOOTING WHERE SHOWN ON PLANS, AND AS 1:4 SLOPE 8" 8f SLAB PER 3" REQUIRED TO MAINTAIN MINIMUM FOOTING DEPTH PLAN BELOW GRADE, AND AS REQUIRED TO ACCOMODATE PIPES PER TYP. PIPE TRENCH DETAILS - 2. REINFORCING TO MATCH SIZE AND SPACING OF WEAKENED PLANE JOINT CONSTRUCTION JOINT EXPANSION JOINT X FOOTING REINFORCING. (W.P.J.) (C.J.) (E.J.) TYPICAL STEPPED FOOTING N.T.S. 3 TYPICAL SLAB JOINTS N.T.S. L4 TYPICAL OPENING IN SLAB - ON - GRADE N.T.S. 5 UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED ESS/ OF INTENTION TO GRADE OR EXCAVATE. Q � c• SIMON WONG ENGINEERING INGv `S C' CITY OF PALM DESERT CALL TOLL FREE: 1�f ��" �' tr STRUCTURAL & BRIDGE ENGINEERS �-�No. S •3583 DEPARTMENT OF BUILDING &SAFETY 1-800 _ LEI -- JUN 1 4 227—Lr100 P. 0 /31/07 Ttp$ ALBEG'?A'E Ul._b"77 V w 15':CT RE DEG W;tF+tN 1B""'A -. TRH WCRK S-+ALL BE DG'. TWO WORKNO DAYS 9968 Hibert Street, Suite 202 Tel. 858 566-3113 '9j� C7v 4�� BEFOFE YOU DICE San Diego, CA 92131 Fax. M83 566-6844 �F CA�� ^.S r?JEL?TCBE `Nr i - -7.' "'ter _ •. BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: ... N0. REV{SION.S' APPROVED DATE SHEET "'' � �- DRD CITY OF PALM DESERT CITY OF PALM DESERT' I .S-3 CPD BM115 64.425 NGVD29 � REVISIONS DUE TO ROOF REDESIGN 5 12 05 LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 of 2" CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE CIVIC CENTER PARK SHEETS 115 LOCAT® ON THE NORTH SIDE OF FRED 73-M FRIED WARM DRIVE OB RT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS WARING DRIVE WEST OF COOK STREET, 9 6' I PALM Dom, CA 922W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR Telephone' M) 30-ON R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Fax (760) 341-7098 2" 9/30/05 5 13 I1O< EN 27989 6/30/2006 180 DEG BEND OFFSET 90 DEG BEND NOTE: HORIZONTAL CONC. BAR SIZE z CAP STIRRUPS MAY BE USED LAP PER SCHED. REINFORCING F'c #3 #4 #5 #6 #7 #8 #8 1 N WHENEVER 135' CLOSED Z TYP. P.S.I. TENSION LAP SPLICES, INCHES » „ STIRRUPS ARE SHOWN IN o 3,000124128135142149158174194 D D D p GRADE BEAM ONLY � � 1 �- 4,000 124124-1301-361421511641-811 1 1 6 HARDROCK CONCRETE STAGGER LENGTH = Fy = 60,000 P.S.I. (CLASS "B") 4"d" -111 LAP SPLICE LENGTH , 2 1/2" MIN. INTERSECTION CAP STIRRUP cv NOTES: sd �c 1 . SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE � �j REINFORCING BAR BEND a SMALLER BAR SPLICED. 4»d" N REINFORCING BAR BEND � p 2. DIVIDE BY 1.3 FOR NON-TOP BAR (LESS THAN 12" OF CONCRETE SIZE DIAMETER ("D") CAST BELOW) „d„ #3 TO #8 6d 3. CONCRETE MASONRY UNITS LAP 48d MIN. HORIZ & VERT. REINF. #8 TO #11 8d #14 TO #18 10d BAR CLEARANCE 135 DEG BEND NOTE: ALL BENDS SHALL BE MADE COLD HORIZONTAL REINFORCING LAP SPLICE N.T.S. Cl' TYPICAL BAR BENDS N.T.S. 2 BAR TENSION LAP "Lt" (IN.) COMPRESSION LA VERTICAL SIZE F'c=3,000 P.S.I.F'c=4,000 P.S.I. "Lc" (IN.) REINF. #3 16 24 8 "d" #4 21 24 11 #5 27 24 14 WIRE TIE #6 32 28 16 TYP. 7 # 37 32 19 #8 45 39 22 #9 57 49 25 o #10 72 63 28 =� #11 89 77 31 F'y = 60 K.S.I. NOTES: 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN, UNLESS NOTED OTHERWISE. DWL OR BAR 2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING 6 AS VERTICAL REINFORCING. CITY OF PALM DESERT 1 DEPARTMENT OF BUILDING &SA 3. WHEN "Lc" OR "Lt" IS NOT SPECIFIED ON DRAWING, USE TENSION LAP "Lt" - r A . JUN 1 4 215 , T}NS APORCOVAL SECC 417-W L 5 IS NOT q CORDEC M"NN 'qc— NQAK nALL 9 _.G'+E 'N AP-70V£Cp an CCNSTRUED TC 7E A - N.T.S. 4 VERT. REINF. - TENSION & COMPRESSION LAP SPLICE N.T.S. 3 UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED ROE ESS/ OF INTENTION TO GRADE OR EXCAVATE. -- Q tS NG � CALL TOLL FREE: E �� SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS ►C No. S 3,583 1-800 227-2600 q . 03/31/07 TWO WORKWQ DAYS 9968 Hilbert Street, Suite 202 Tel. 858 566-3113 -9 RUCTUR BEFOW YOU DIGS San Diego, CA 92131 Fax. �858) 566-6844 OF CAUFV, BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: N0. REVISIONS APPROVED DATE GPD BM115 64.425 NGVD29 ` CITY OF PALM DESERT CITY OF PALM DESERT REVISIONS DUE TO ROOF REDESIGN 5 12 05 `�/� �C � L./����1Lr� DRO ! SHEETS-4 LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720—O1 ,�,� I OF 2" CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE CIVIC CENTER PARK SHEETS "115 SM LOCATED ON THE NORTH SIDE OF FRED 73-510 FRED WARM DRIVE ROBERT F. SEEMAN, P.E. L DIRECTOR OF PUBLIC WORKS WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR TOW (760) MIS-0611 R.C.E. NO. EXP. DATE ATE CHECK BY R.C.E. 0.C.E. NO. P. DATE DATE ' Fax- (760) 341-7098 21M 9/30/05 3t �0.' EN 27989 s/30/2006 i 0 TYP. MASONRY 00 SOLID GROUT ALL REINF. PER PLAN 40d LAP �, � OPEN END UNIT----,, SOLID GROUTED MASONRY WALLS ALT. BEND 40d" LAP U TYP. NP. TYPICAL, U.N.O. ALT. # ��-6" MIN 2- 5 VERT 1 MIN. • • BAR ' 2- #5 VERT -6 BAR 2- #5 CONT. IN OPEN END It 12 30" OPEN END 2- #5 VERT ' BOND BEAM BLOCK, TYP. 90' BEN I BAR — —— — — — 6" •OR 8" DWL TO MATCH 30" BLOCK, TYP. HORIZ. TYPICAL MASONRY WALL COURSE 2— #5 CONT. BOND CMU BLK. I Z BETWEEN BOND BEAM UNITS BEAM. OPENING SPLICE o n. Z c ao 00 OPEN END BLOCK 12" CMU BLK. SOLID GROUTED "' BOND BEAM UNIT TYP, 2- #5 JAMB BAR, 4 IN FIRST CELL, BREAK FACE SHELL BREAK FACE SHELL # FOR FLOW OF GROUT FOR FLOW OF GROUT �P' FULL HEIGHT X EA. END & 0 16" TYP. TYP. TYP. U.N.O. O.C. FOR 6 & 8 • CMU BLOCKS. #4 C 3 IN FIRST CELL, 2- #5 VERT 1 1/2" EA, END & 0 16 BAR, MIN. TYPICAL BOND BEAM COURSE cLR. BLOCK OR 12" CMU J NOTE: 1 1/2" INTERSECTION CORNER INTERSECTION CORNER SINGLE CURTAIN OF REINFORCING AT 8" CMU. CLR% . • DOUBLE CURTAIN OF REINFORCING AT 12" CMU }( Y TYPICAL MASONRY REBAR - PLAN VIEW N.T.S. 1 TYPICAL MASONRY COURSING N.T.S. L2 TYPICAL MASONRY LINTEL N.T.S. 3 NOTE: ALL BOLTS SHALL BE GROUTED MINIMUM EMBEDMENT 30'-0" MAX. U.N.O., TYP. 2'-0" CREATE AN UNBONDED 2'-0" IN PLACE WITH AT LEAST 1 INCH ANCHOR >► �► . (NO CONTROL JOINT WITHIN 1/2 5/8 3/4 7 f 8 2- 5 HORIZ. HOOK WHERE TYP, SECTION FOR THE CHORD REINF. OF GROUT BETWEEN THE BOLT SIZE JAMB BAR, TYP. 4 -0 OF BM. SEAT) BY WRAPPING THE BARS W/ TAP & THE MASONRY, AND SHALL BE „ 2'-0" IS NOT OR OTHER SIM. METHOD. CAULKING SEALANT EACH Le 5 5 6 7 U.N.O. POSSIBLE SIDE W BACKUP ROD ACCURATELY SET WITH TEMPLATES. NEOPRENE CONTROL / 1 „ JOINT, CONTINUOUS #3 PIN 0 24" O.C., TYP. MIN 4//////�IrIl, VERTICALLY 16" HEX HEAD I ANCHOR BOLT a; 0 N JAMB BAR, TYP. U.N.O. IA LZHEX HEAD ANCHOR BOLT CONT. CHORD X REINF. STOP EVERY OTHER HORIZ. "Lem #4 x 2'-0" BARS EACH SIZE OF JOINT, 2- #5 JAMB EXCEPT CHORD BARS BAR, TYP. MASONRY WALL CMU BLOCK WALL 2'-0" LAP �R WHERE OPENING IS OVER 3'-4" WIDE, JAMB BAR, TYP. X VERTICAL JAMB SHALL BE FULL HEIGHT TYP. REINF. L� TYPICAL MASONRY VERTICAL CONTROL JOINT N.T.S. 4 TYPICAL MASONRY ANCHOR EMBEDMENT N.T.S. 5 TYPICAL MASONRY JAMB AT OPENING N.T.S. 6 UNDERGROUND SERVICE ALERT CITY OF PALM DESERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED FESS/ 9 DEPAMME 4T OF BUILDING &SArE7Y OF INTENTION TO GRADE OR EXCAVATE. �Q t NG U 5IMON WONG ENGINEERING �� G F A CALL TOLL FREE: ` STRUCTURAL & BRIDGE ENGINEERS CJ No. S 3583 �^ \, JUN 1 4 -Q m er- {___ ,,� ___, 1 800 m THIS ALBECCY.fE. NULL6'X`t,^,'c IS Sr*JQf RE DED WTT}-+ITV 190 C1AY�r.= ^c'�+ �F 227-2600 WORK S LL BE DC NE IN AvCL * � P. /31/07 APPROVED PLANS.TH$ APo C>• A_ o ,q 3`c I { CONSTWJM: �BE�A 1M'' Arm L7 r ANY VIOLA?SON OF.. Y OF NF i - I%s:mac c -� I TWO WOWJ40 DAYS 9968 Hibert Street, Suite 202 Tel. 858 566-3113 '9 � a CITY ORDINANCE ^ A.r , S - ,� S� _ BEFOFIE YOU DK3 San Diego, CA 92131 Fax. �8583 566-6844 O� CAl-�F� PLANS MUST BE KEPT^ti THr _�"' c BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY. VI NO. REVISIONS APPROVED DATE CPD BM115 64.425 NGVD29 DRO CITY OF PALM DESERT CITY OF PALM DESERT SI-EET REVISIONS DUE TO ROOF REDESIGN 5 12 05 &tV P46M L./� LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 72 0—O 1 OF • y SIGNATURE CIVIC CENTER PARK SFIMM 30 2 CPD BRONZE DISK IN TOP OF CURB STAMPED , "115" LOCATED ON THE NORTH SIDE OF FRED 73-M FI1ED WAR NG DRIVE OBERT F. SEEMAN, P.E. SM� DIRECTOR OF PUBLIC WORKS WARING DRIVE, WEST OF COOK STREET, 9.6' '' PALM DESERT, CA 922W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR I, T ' f760) 346-ON R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. .NO � ElI8pI10�1®. EXP. DATE DATE Fax (760) U-70M 21U6 9/30/05 EN 27M 6/30/2006 ff 6 CONC. SLAB-ON-GRADE TYP. ROOF PLYWOOD: REINF. w/ #5 0 18" O.C. EA. WAY 4 ' ' ON 2" OF SAND, ON VAPOR � i 4 5/8" STRUCT I PLYWOOD W/ EDGE NAIL 10d ® 6 ofO.C. BARRIER, ON 2" OF SAND ( BOUNDARY NAIL 1Od ® 6" O.C. FIELD NAIL 1 Od @ 12" O.C. BLOCK ALL UNSUPPORTED EDGES FACE GRAIN 1 TO FRAMING " � �_ �_ i ._. ALL NAILS SHALL BE COMMON WIRE ROOF PLYWOOD: _ --- _ 1 _ � { _ ' - REINF @ CMU 5/8 STRUCT I PLYWOOD W/ 0 30'-5" Ir 7'-7" �o I I �`" I � � LINTEL PER 3 EDGE NAIL 10d 0 4" O.C. " fix! S-5 BOUNDARY NAIL 1 Od ® 2 1/2 O.C. `'- ; j 4'-0" 2x12 C� 24" O.C. (ROOF JOISTS), TYP. FIELD NAIL 1 Od 0 12" O.C. { BLOCK ALL UNSUPPORTED EDGES 1 TYP. - ! � ' ! + ! ' 3 FACE GRAIN J_ TO FRAMING 6 S-8 ALL NAILS SHALL BE COMMON WIRE ' ` ------ --- rt - ------ ---- S-9 r ------------ -- -------------- ------ ------ F.O.M. � 1 t—i I I , — ___ _ _ _ r n (� jr 7 I I -- I; n if lilt � I� 2 I I I I I I ' I �� If n n w CV ! I u n 4 3 E�� I A ; ., ; ! ' . ' ! j " ; ' ' S-8 II I IIII I IIII I I I I ;_ - - I _ I I ! I 1 ! t i I r �f I ( I fill uu 6 !,i � j ' !i ; �� i I I I ; , I V I s—� 1111 I ► 1., I 1 I � I I I I I I ' AliC3II I IIII I IIII I II I II7 i � lilt lilt n f - I I I _ IC4 i I I � I i � I I }— •— ® f n u n u n f I I ! -- I I I 1I1 � I I II IIII IIII II I � � - I x N n ff n fin n I i i� _— I x x l II I I I I IIIICN L; _. ' ffN f n fill un a f - - �?; ,, I� Al TYP. ! !f I 1 I I I f f f n _-- n If i i I � �' --- II I II IIII IIII II S 'TYP. OF (3) I I I I ( :� r f n lilt ff fi S-s I - , I I I II I IIII I IIII I ---------J L----- I f f f u fill fill -- - I !,I I I L------ — ---- L1------- -------- ---- ---_ !li --------- - - - - I ------- F.O.M. - - - --------- -------------------- 00 �� I i EQUIP. PAD 1 S S I I PER 8 S_� S-8 (2) 2x 12 TYP. ' S-8 I !, AROUND OPENING I I L --------- - ---- -------------- --- S-7 1 s S S-8 16'-8" FOUNDATION PLAN CITY OF PALM DESERT 1 ROOF FRAMING PLAN DEPARTMENT.- ENT OF BUILDING 8.SAFETY 2 " AP F'�4�C , SCALE 114 �'-Of, - �Y`-- / �` SCALE �/4 1 -0 — IS jS A R`�R W _ DED VYf"?+1N 180 JAl'$^� CS Y;- A L ,JCPK tHALL BE DON , H APPROVi,Q PLAflS Aoo::.J:A'_ 8^ ___ CNSRUEC TC 5£A \A'- , ± ., •._- e•,v "C'_errN r;F 4h'•- _F- .- " :. c v` ,- - - NOTES: LEGEND: 1 . SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS INDICATES 8" MASONRY WALL. S-1 TO S-5. ------------- INDICATES W.P.J. OR C.J. 2. WEAKENED PLANE JOINT (W.P.J.) OR CONSTRUCTION ' 4 s-------s INDICATES STEPPED FOOTING PER 3 JOINT (C.J.) SHALL BE SPACED AT 15'-0" MAX., PER S_3 S-3 3. CONTRACTOR TO VERIFY PER EQUIPMENT DATA AND ADJUST DIMENSIONS AS REQ'D. UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFlED Rpf ESS/ OF INTENTION TO GRADE OR EXCAVATE. Q Q t3NG SIMON WONG ENGINEERING � � C � CALL TOLL FREE: \V/\ STRUCTURAL & BRIDGE ENGINEERS No. S 83 1-800 227-2600 a E(P. 03/31/07 TWO WORKNO DAYS 9968 Hibert Street, Suite 202 Tel. 858 566-3113 -9U`vTVRP C��P B�YOU DIGS San Diego, CA 92131 Fax. �858) 566-6844 OF CA BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: NO. REVISIONS APPROVED DATE CPD BM115 64.425 NGVD29 CITY OF PALM DESERT ; If„ CITY OF PALM DESERT � REVISIONS DUE TO ROOF REDESIGN 5 12 05 Paza v��a�� DRD SHEET .S-6 LOCATION: PUBLIC WORKS DEPARTME/VT DRAWN BY PROJECT: 720-01 OF 2" CPD BRONZE DISK IN TOP OF CURB STAMPED g` s►GNATURE CIVIC CENTER PARK SHEETS 2V 115" LOCATED ON THE NORTH SIDE OF FRED = "- 73-M FRED WARNG DRIVE OBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-2578 MARK GREENWOOD IRRIGATION PUMP STATION 1 FILE NUMBER WEST OF WESTERLY PCR TNOPhOW (760) 346-0611 R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Far. (760) W-7098 21646 9/30/05 EN 27989 6/30/2W6 1 (2) 202 ® SKYLIGHT, TYP. 3 S-8 T.O. CMU 8" C.M.U. WALL f'm = 1 ,500 PSI SOLID GROUT SPECIAL INSP. REQ'D o REINF. w/ i 5 ® 16" O.C. V) CD5 ® 32" O.C. �H) _I = —III—III— . 'i—III-1 I f i I 1 fI t 4i I I i SECTION 1 SCALE 114"=1'-0" CITY OF PALM DESERT DEPA OF BUILDING &SAFE7 A -,1UN 1 4 Zd05 BY - T)4!S APPnOVAL SECOMF— NULL A •,-7 = Is NOT wrrHINI im. "A' = S:s v' WORKJkCORDED L BE DCA IN AC C' + A?o9C•,/cd .. S A%:��i�.'1_ Ste- .. _ .. i CCNSTRUED TC Bc_ A=ER`.('- _C.ANY VIOLA-'CN CF ARTY Cf7 7-7 UNDERGROUND SERVICE ALEFTT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED QROF ESS OF INTENTION TO GRADE OR EXCAVATE. o l o SIMON WONG ENGINEERING uNG ��``'G� CALL TOLL FREE STRUCTURAL & BRIDGE ENGINEERS _ No. S 58 1-800 22 -2 dJ 3/v�/P� \P 3' � TWO WORKNQ DAYS 9968 Hibert Street, Suite 202 Tel. 85$ 566-3113 .q� CT RE BEFO YOU DIQ San Diego, CA 92131 Fax. 08) ( 566-6844 �F BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY:NO. REVISIONS APPROVED DATE CPD BM115 1 164.425 NGVD29 CITY OF PALM DESERT CITY OF PALM DESERT A REVISIONS DUE TO ROOF REDESIGN 5 12 05 �C ? L���Q� DRO SHEET ? s- C� LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BYPROJECT: 720—01 OF 2" CPD BRONZE DISK tN TOP OF CURB STAMPED i ,a !t SIGNATURE CIVIC CENTER PARK $I-IEET$ "115 LOCATED ON THE NORTH SIDE OF FRE 73-M FRED WARING DRIVE RbBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS WARING DRIVE, WEST OF COOK STREET, 16' PALM DESERT, CA 922W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR TOWO)aW (760) 346-ON R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Fax. (760) 341-70M 2" 9/30/05 S g EN 27M 6/30/2006 SAME AS U.O.N. WATERPROOFING VI 4'-0" WIDE MIN. PLYWOOD CS16 STRAP x 8'-0" LONG \ \ \ \ \ PANEL @ ROOF PERIMETER 2 ROWS OF B.N. ® 4'-0" O.C., CENTER ON 2-2x1 7A 8X8 TOP PL @ HIGH END, CONT. GEOSYNTHETIC z \ \ \\//\\/ SHAPE 8x8 WHERE JOISTS SLOPE WITH WALL, 2.5" FILTER FABRIC OR �// // MIN. THICKNESS PREFABRICATED DRAINAGE cL PANELS, (MIRADRAIN OR 2 TH \� ( 5 CONT. ENKADRAIN) oo b 0 °. o #5 x @ 16" O.C. 2x6 BLOCKING C-' ° 24 PROVIDE E.N. ® ALL 3 2-2x12 @ CS STRAP #4 x F— @ 18 O.C. JOISTS FOR 4'-0" MIN. 3/4 DIA x 12 EMBED PEA GRAVEL 0 HEADED A.B. IN CTR OF LUS26 JOIST HANGER ° ROOF JOISTS PER PLAN WALL ® 1'-4" O.C. ASPHALT IMPREGNATED — 1" MAX COUNTERSINK ROOF JOISTS PER PLAN FIBER CONT. STRIP o CDJOIST HANGER OF BOLT IN TOP PL � � .� . .e ', .:s. . a . e,r ,...; e • ea . 202 - LB212 r 2-2x12 WNP212-2 '\/\ 2x6 - L626 4 0 PERFORATED PIPE /\/\\/ ///// .I \\\\\ 8 CMU WALL (PERFORATIONS DOWN) WRAP PIPE W/ FILTER FABRIC -I I (3) #5 T&B 2'-O, 2'-0» • 00 FOOTING DETAIL "= 1 '-0 U.O.N. Ll FOOTING DETAIL ROOF FRAMING DETAIL 3 ROOF FRAMING DETAIL 4 I I I SHAFT SIZE PER MANUFACTURER ` VERIFY SIZE & LOCATION W/ CS16 STRAP x 6'-0" LONG MECHANICAL CONTRACTOR -- @ 4 -0 O.C., CENTER ON #4 @ 12 O.C. CMU WALL EA. WAY. 24 ROUGHENED #4 ® 12" #4 24 ® 18" O.C. JOINT 6" �._ 3 4" CHAMFER,/ P. M;iR>iiiii;:+i::!;i^;?•!!i!!I!eJ^:•!ri3: 4 iM•ii:::-n;}???)n4?i ii•:•iid).Yr::S:Yv.!:i:?iivi'i?:il.:inv?8!Fh?.v:£::v:!:!i' X •n:v.•n• :::mmv:i.!i??•:S!•.?iY.Ei'i:i!•i::. :fig, vn .. ... ... ...............a....n:.:.vnn:nn.....n.:..vi4iti:•.i•::un. ff n::r..........n:n...:....nv:::::nvv::r..v:nv::hvmvn 2-202 2x6 BLOCKING ROOF JOISTS PER PLAN ROOF JOISTS PER PLAN 3 • ® CS STRAP 3 (1) #4 AROUND PUMP - 3x4 FLAT BLOCKING 0w7 l PLYWOOD JOINTS �� z i 4 ® 12" O.C. v # 3 AROUND PUMP NOTES: #4 HOOPS 0 6" O.C. 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT * PADS ON STRUCTURAL FLOOR. 2. EQUIPMENT ANCHORAGE EMBEDIMENTS ARE UNIQUE TO EACH PIECE OF i 8" MIN. EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE. ANCHOR BOLT CONCRETE LOCATIONS SHOWN (TYP.) APPLY IF NOT PROVIDED IN EQUIP. MFR'S DATA. AROUND SHAFT 1 O PIPING SHAFT DETAIL 5 ROOF FRAMING DETAIL 6 ROOF FRAMING DETAIL 7 PALM DESERT Q U I P M E N T PAD DETAIL �EPAFiTMEM OF BUILDING&SAFETY g UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED S/ _ Q UNG ! !S CT REIS CGACED tN 190 DAY`$pF'SSUANC OF INTENTION TO GRADE OR EXCAVATE S-;,ALL 3E DONE IN ACCORDANCE \VA\//— ANY SIMON WONG ENGINEERING : P�cV D LL s DON APP uC DALL NC BE CALL TOLL FREESTRUCTURAL & BRIDGE ExGMEERS V No. S 3 31-800 A/7 /A�G) i� L'Y OF r c 7Gl F 5 227-`�1/OO W yJ 1� * EXF;A3/31/07 u SrRv P� \P —_ TWO WOWJ40 DAYS 9968 Hibert Street, Suite 202 Tel. 858 566-3113 .4 CT BEFOFE YOU DIGI San Diego, CA 92131 Fax. 083 566-6844 OF CAI.�F BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: NO. REVISIONS APPROVED DATE CPD 115 64. 25 G P29 �'�. CITY OF PALM DESERT CITY OF PALM DESERT A REVISIONS DUE TO ROOF REDESIGN 5 12 05 IO D T .! 111V t/�J 7 &t# ;D4&t Ve"ie AWN � S g t LOCATION: PUBLIC WORKS DEPARTMENT DRAWN BY PROJECT: 720-01 0115" LOCATED ON ' CIVIC CENTER PARK SETS 2" CPD BRONZE DISK IN TOP OF CURB STAMPED ; ', SIGNATURE WAKING DRIVE, *EST OF COOK STREET, 6� 73-510 � WA LNG DRIVE ROBERT F. SEEMAN, P.E. SML DIRECTOR OF PUBLIC WORKS IRRIGATION PUMP ST PALM DESERT, CA 2260-2578 MARK GREENWOOD ATION FILE NUMBER WEST OF WESTERLY PCR Ted (760) UIS—ON R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE Far.-(760) 341-7W8 21M 9/30/05 5 ;t ��� EN 27% 6/30/2006 3" SAFETY NOSING AT EA. TREAD GRATING: NOSING TO END 4" GALVANIZED STEEL GRATING: FROM THE WALL BEARING BAR SIZE - 1-1/4))x 1/4" 1 1 2 CLR. SPACED AT 1 -3-1/6" O.C. 3 4 #4 NOSING BAR '�P / CROSS BARS SPACE AT 2" O.C. / 4 NOSING ALL GRATES END BAND FINISHED #4 DWL TYP. # 8» F-- BAR TYP. (—'—I 4" In GRATING 6" MIN. THK. #5 @ 18" L 1-1/2 x 1-1/2 x 3/16 (GALV.) EXT. WALK 0 #5 @ BOT. OF EA. STEEL ANGLE PAV'G PER RISER r7 PLAN SIDEWALLS WHERE 1/2"� x 4" REQ'D TO BE 7 1/4 " NSA @ 12" O.C. THK.(MIN.) W/ #4 @ 10" 00 z EA. WAY EXP. JT. 8" FTG. WIDTH UNLESS PER 4 OTHERWISE NOTED S-3 #4 CONT. T & B 1 1 STAIR - ON - GRADE DETAIL 1 "= 1 '-0", U.O.N. 1 SUMP GRATING SUPPORT N.T.S. 2 3 4� o' L 2 x 2 x 3/16 (GALV.) a° °. a o I W/ 1/2 0 A.B. @ 16" O.C. o I MIN (2) PER SIDE a O. #5 x C@ 12" O.C. o I 2 24 • �j���j\ CITY OF PALM DESERT D f OF BUILDING&SAFETY 27 —• dP_P&�1 , JUN 14 • • #5 x @ 12" O.C. THIS APPRC1 =C0W•AL eS NULL a vor�IF ;WsPEC-014 1 27 IS,,tCT FIECCRCED WTT HiN 130 DAYS �S OF SUa 4ic Ay WORK ISHALL 9E DUNE IN ACCCRCA>:CE W+-N 1 AooRCt . PLANS.r ,S APPROVAL S^Ali :E CCNETRUE-CTC-l-�A cEPM:7 -r'c At. APPciC'✓"•_ • t A1:v'rIC'CT'Oh CF ANY CF T?`IE C`1" � I of STD. F_A�4-M..S-�:_-(Ear C•. • #5 x —F @ 12" O.C. t IN STD. #5 @ 12" O.C., TYP. 1'-0" 1 1 . 5 (6j7 UNDERGROUND SERVICE ALERT SUMP DETAIL NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Q�OTESSI OF INTENTION TO GRADE OR EXCAVATE. -�— CALL TOLL FEE: \Vl\\r SIMON WONG ENGINEERING ���<�OG13NG STRUCTURAL & BRIDGE ENGINEERS 83 No. S 3 1-800 W � � 227-260003/31/07 `y?p- TINO UCTURP�' �Q BEFOFE YOU DAYS 9968 sego,t Street, Suite 202 Tel. (858) 566-6813 .Q E San Diego, CA 92131 Fax. (858) 566-6844 NO. REVISIONS APPROVED DATE BENCH MARK: ELEVATION: �� PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: Cp0 BM115 164.425 NG VUZ9 CITY OF PALM DESERT /"�'� OF V PALM DESERT � REVISIONS DUE TO ROOF REDESIGN 5 12 05 &0 4 �� �� DRO � LOCATION: DRAWN BY PROJECT: 720-01 ,ri� ; PUBLIC WORKS DEPAI9TMENT � 2 CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE "115' LOCATED ON THE NORTH SIDE OF RED �- �rv. 73-510 FRED WARN4 DRIVE ERT F. sEEMAN, P.E. SML CIVIC CENTER PARK 30 . r DIRECTOR OF PUBLIC WORKS WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DESERT, CA 92260-2U8 MARK GREENWOOD IRRIGATION PUMP STATION WEST OF WESTERLY PCR Ted (760) 346-0611 R.C.E. NO. EXP. DATE DATE CHECK BY R.C.E. N0. EXP. DATE DATE FILE NUMBER • Fax- (760) 341-7098 2" 9/30/05 EN 27M 6/30/2006 KEY NOTES (THIS DWG. ONLY Ol EXISTING 40 HP WELL PUMP (WP) TO BE REPLACED WITH NEW 125 HP WELL PUMP. REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO G r-------------------------------- ------ -----_, GROUND ROD D ; DISTRIBUTION PANEL DP-B. OBTAIN FACILITY OWNERS APPROVAL FOR 1 (TYP FOR 4) E-9 SCHEDULED DOWN TIME. I G #4/0 Cu TYPICAL GROUND I I O2 REMOVE EXISTING FEEDER CONDUCTORS TO DISTRIBUTION PANEL DP-B GRID CABLE G BACK TO SOURCE (f1000 LF). REFEED FROM NEW MCC IN NEW PUMP STATION. PROVIDE ENGRAVED NAMEPLATE TO READ "FED FROM MCC IN B I 1 1 ADJOINING PUMP STATION" EXISTING LOADS TO REMAIN IN SERVICE. G PUMP STATION I OBTAIN FACILITY OWNERS APPROVAL FOR SCHEDULED DOWNTIME. E-9 INTRUSION SW I ABANDON AND SEAL CONDUIT. I � I ___________________________ 121 I L/ WHERE INDICATED, CORE DRILL WALL FOR CONDUIT PENETRATIONS AND ------------------------- SEAL WITH DUCT SEAL. 6 j j O4 EXTEND NEW GROUND GRID TO GROUND BUS IN EXISTING DP-B. I -� 1 FT I I I OS NO CONDUIT ALLOWED UNDER PUMP FOUNDATIONS. 103 103A +3' GFCI CI �---'' ' I , PROVIDE 36" x36" x10"DP NEMA 4X TERMINAL CABINET WANTERIOR TO SWITCHBOARD i 106 106A ' ' I ' PANEL FOR FUTURE IRRIGATION CONTROLLER. LEAVE 4' MIN, PIGTAILS FOR CONTINUATION———— — / CONTROLLER OILER \ ! ; ; ON WIRES ENTERING THIS BOX FOR FUTURE CONNECTION. NEATLY COIL SEE SHEET E-2 / 107 107A 1 VALVE (TYP) FE \\ ; AND IDENTIFY FUNCTION OF ALL CABLES. ----------------------- J L------------------------------- -- ----- ------------- --- `� / ---------- ---------- - 7 ---------� i-- I---------- -------`--� , i I I I " _ ---------------------- I O7 FILTER CONTROL PANEL PROVIDE SUPPORT STANCHION. PROVIDE 3/4 C If 112C 1 ; #12 +(1)#12GND FOR MOTOR AND 3/4"C (6)#14 +(1)#14GND FOR 4) ' ' CONTROLS TO FILTER. -� LOS LOS LOS o� 105 - �, \ \ 117 I , ; ; 8 ROUTE 4' PIGTAILS IN THE TERMINAL CABINET TO THE NEW IRRIGATION 1 ------ i ( PS �`� PS / �� PS \ I G� i i G ; CONTROLLER. RESERVE 15"X15" SPACE FOR FUTURE CALSENSE �'i 1 105A ' P1 1 t 2 j P3 1 , SO TYP. CONTROLLER. ;r >. -.<Wp �. TERMINATE #18STP IN CONDUIT 118 TO CALSENSE DISCRETE INPUT AT N, , S S S I ' ' ' ' 10, _______`y / ' , I THE NEW IRRIGATION CONTROLLER. G1 I d / ti — i -I- A MCC ! / ' I I I ! I I t ! I I // , I F----- I 1 ' ! ! I / ' ' EXISTING 2 115 ; i �_ -- I PUMPS AND FILTER TO BE I , 1 1 = 115A ° I 115E ° I i / -- ---, i I i ; i 1 _ REMOVE REMOVEWRINGBACK TTONDP-B PUMP STATION 122 1 1 1 t 0 i tl"' ' 1 I I /� I ----------------------------------------------- r� ti,,-�--------------—+ - ------------------ ---- i1I --------- -- --------------- ------------------++---- I .1•� 2 I I I I I I B PANEL A I I I 114A � � - - I I I I I ! GI I (I 123 116 1 i%I- ; JI f�T ! I �, I , I n I';<X�I; O I ! ♦✓ �-�" I ! I I ri�I„ni_� I ! ---�u1--;�r- iiT`���1 I , I ! �'---------- I 1111 I i EXISTING ! I ! 119 I I ----- 1 ` ` i 8 '/', I '���. 1 i I I T Tom'— ( ! 0—_LII LIJ \ I I I 'I I I I k`_�� I ---1I1 ! 1I III JIL_JI � I I i '�" I 110 I I 1 , \\ I MICROSTAR ' t �t i 7 I PUMP I 1' .i I ! I I I NODE 109 ! ` i y' �-L" i I I A-1 6 7--�� ! ! i 1 CONTROLLER WP I M -! I I 1fJ I I LOS I 113 r , 10 ! ! 1 +3 - -- --- I , r --- —— — ——J 1 E�=1� 9 1 1 ( --- ----------- — - ------ — -----I --t-- I t fi I I l rn I 1 1 I l I II I ► i IG �=�,.� I ull I , , I I SUPPORT CONDUITS I I ' I ' I `f i u I , I 2 STATION FLOOD I I uC�-1FJL� al�,_� I IJI�===�i I FROM ROOF , I II Ic- �u -- I - ---------- - --- - ---- -!- ------- SWITCH LSHH -J I II lu u �, r, .I Ir -,�I I I' ' 'A�._i � I t=_y��\ \ 1 IRRIGATION CONTROLLER G `--- ( � I I 120 118 I, FINISHED FL\O�R�N AP i ! 104A IE�-,� -__, ( ^�}_ _ I 30A, 3P, NF NEMA 3R \ \ ————— Q —————— ——— ———————— ____ 1 ` "� a� ,' --~ 1 = ��' E-- r I -- rt I� I 1-- --------- �� A/C UNIT i 1 1 ————— ——— — — — ——————————— n�l�_-Jti���l j I E %- ;--- =r- -i '---T--i--------- DISCONNECT SW WITH \ JL t PADLOCK ON DEVICE \� 1 ——————— — -- —----- ------- T —————------- —----------------- ~ ,� -/� \\ T, L_ ___-_ _ __ _ ! EXIST. ' �► -- --- ———————— ———————— —————————————— ———————————————————— �.� T----r —__ � , I 1"C-(2)#12 + (1)#12G + (�#i4 "— ———————— ———————— ————————————— — ——————————————————— I '-------- T --T -- -----, ----� --- �i i DP-B (POWER AND CONTROL) 104 3 i i 1 i i I I i O i i 2 L_------ J- j---- ' —I— ' I--I------- J I i 108 ---- , - , ---r- I ---T -I ------ ---------✓< ----------7--+------- 1/4 TEE AND 1/4 NPT x 2 -- I --, 6------------- ,-- ------ d " --- -+-- ; r-___�--+-- r- - - ------------� --- 1/4" FLARE MALE WITH y--- - ----- --- I 1 1/4" MALE CAP _�-- ---L _J -- ----- - +---1-`�-- LIQUID-TIGHT -------- --- --------------------------------------- FLEXIBLE CONDUIT CLAMP CONDUITS TO WALL ---------- -------------- ---- _ " ------------------------------ - 1/4 TUBING RELOCATE AND RECONNECT EXISTING CONDUITS 316 SST AS REQUIRED FOR INSTALLATION OF NEW FEEDER1/2" NPT x + 1 2" TUBE PRESSURE INDICATING TYPE 1/2- SST TRANSMITTER POWER AND SIGNAL PLAN TRANSMITTER BALL VALVE SCALE: 3/8"=1'-O" COMB. AIR RELEASE/ 2-VALVE MANIFOLD VACUUM VALVE PER 1/4" TUBE PRESSURE LINE PORT DETAIL CONNECTOR TRANSMITTER SHALL BE HIGH AND LOW 316 SST MOUNTED APPROX. 48" 1/2" SST ABOVE THE FLOOR. O O BALL VALVE 0 MOUNT PRESSURE TRANSMITTER ON PIPE MOUNT PER DETAIL O O GALVANIZED STEEL OR ON WALL MOUNT PER DETAIL MOUNTING BRACKET 2"MAX STAINLESS STEEL U-BOLT 1" X 1/2- 2" GRS PIPE REDUCING UNDERGROUND SERVICE ALERT i BUSHING TRANSMITTER SHALL BE NO MORIC SWL K WK ON 710 SrE UML On=AAENtl1r 6 Nunn OF WFEMW TO OMM OR EXCAV L QROFESSI MOUNTED APPROX. 24" CALL TOLL � ti�� QH M. M GRAPHIC SCALE (FEET) FROM OUTSIDE OF CONTRACTOR SHALL PIPE.VERIFY 1-HO+O MORAES/PRAM & ASSOCIATES 'No. E11023N 0 2 4 6 PIPELINE LOCATION IN THE FIELD 227-2600 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS Exp. 6/30/07 _ F �'' P I • • A TRANSMITTER MOUNTING iw�o W�ORICNQ DAYS 2131 CARLSBAD CA. 92 pAR gT RD., sue. 120 r9T� CTR1 �� _ B PRESSURE TR A N S M I TT BEPOFE YOU DO (7so) asp-�,n Of CAI.; N.T.S. iQ��$cl�-��4 _ 8 , z E_ 4 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED 6Y: _ "°. AEVI810N5 APPROVED DATE CPD 81�1115 164.425 H►GVD29Palm cmr OF PALM DESERT G� OF PALM ��� 2 ADDED AUTOMATIC CONTROLS 10 6 05 City of Desert JMr 25 LOCATION: PI�OLIIC HVC�f,�CS DEPA DRAWN BY PROJECT: 720-01 2" CPD BRONZE � IN � � CURB STAMPED K,\13823,00\dwg\CltySeal.jpg SIGNATURE OF CAD CIVIC CENTER PARK �$ �O 'i15' LocArED ON THE NORTH SIDE of FRED P WMNQ DRNE JosEPH M. MOIZAAEs DIREMCT�ORK c°R PUBLIC WORKS IRRIGATION PUMP STATION . WANNG DRIVE WEST' OF COOK STREET, 9.6' FLE W)MBER WEST OF WESTERLY PM '-swam 04 ) W-M R.E.E. No. EXP. DATE DATE CHECK BY R.C.E. NO. qj/EXP. DATE DATE Fa>Ir• (760) 34t-lose POWER AND SKYUL PLAN — MW STATIONS E11M 6/3%7 JMM 27se� A I I II I I P8 0 II 1 II —, — +6' I I I I i 2 b c I I I A-2,8 O+8' F I I i t I I i II - - - - - - - - - - - - - - - - - - - - - - - � I I I I i t A � i� - - �I ° , ° i t I I I I I ' NOTE II PROVIDE NAMEPLATE FOR EXTERIOR LIGHTS SWITCH TO READ: 'EXTERIOR LIGHTS SWITCH TO REMAIN IN THE ON POSITION'. FIXTURES SHALL BE PENDANT MOUNTED, PROVIDE STRUT SUPPORT TO SPAN ° I ° ° I I I I I I BEAMS AS REQUIRED AND ALL NECESSARY APPURTENANCES. �_L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 2b I I lil ' M MI II I I 2b o f II 111 *f� 7R ?11"11 PANEL 'AI' A +10' (TYP F (TYP FOR 4) AND —RECEPTACLES O EXISTING LIGH TO REMAIN CONNECTED �6 r�Er_ �5 4- L -IIIIi - - - - - - - - - - - - - - 2\-- - - - II I C(TYOF PALM DESERT - F= F= DEW9MENT OF BUILDING &SAFETY L -1 -I I- -� JI - - - - - - - - - - - - - - - - - - - - - - I- I - - - - - - - I I I � •- 1 4 \ -1j- —i - - - - - - - - - - - - - - - - - - - — KCDACSC 4' 1 7'}0 A Al ES NU �NUT � E IN WORK SHALL H[6s APPRO'VE�PS1! t I,; 4aa CONSTRUED TO BE A FE'f.' 1 ANY VjC"T1ON OF AN1"F _ - &CITY ORDINANCES C'a PLANS MUST BE KEPT C:, LIGHTING PLAN SCALE: 3/8"=V-0~ LIGHTING FIXTURE SCHEDULE FIXTURE LAMP TYPE MANUFACTURER SYMBOL TAG DESCRIPTION WATTS NO. OF LAMPS MOUNTING CATALOG NO. VOLTAGE WATTS/LAMPS 8' FLUORESCENT DUST/MOISTURE WET 21OW FLUOR CW �A LOCATION FIXTURE. POLYESTER HOUSING WITH 120V 2 CEILING DMW29LITHONIA MW296H0120ESWLF GASKETED ACRYLIC DIFFUSER. SOUND RATING A 95W BALLAST. ES BALLAST F96T12CWHO SIMILAR TO TYPE A EXCEPT, 4' FLUORESCENT 140W FLUOR CW CEILING LITHONIA O120V 2 DM W248H Ol 20ESWLF 60W F48T12CWHO HPS WALL PACK. IMPACT RESISTANT 60W HPS WALL LITHONIA HI-TEK CH O POLYCARBONATE HOUSING WITH HPF BALLAST, 120V 1 TWP50S120PEK PHOTO CELL, TAMPERPROOF FASTENERS. 50 W/ INTEGRAL PHOTOCELL L04384113EK)UP0 SOME AL.MT UL LISTED WET LOCATIONS. NO MONK MAL K DONE ON 7Mi WE INIIL lEtAM ASIDWY 0 NOMIM OF INTRa N TO ONIIDE OR EMWML QRpfESSj 'cP M F GRAPHIC SCALE (FEET) O EMERGENCY LIGHTING UNIT, 6 VOLT SELF 20W INCANDESCENT LITHONIA o CALL TOLL o�Q �o� �, CONTAINED NI-CAD BATTERY. NEMA 4X. (2) WALL ELU-2XN _per MORAES PRAM & ASSOCIATES 'N 0 2 4 6 120VAC 7.2W, PAR36 SURE-CITES 1 800 W No. 1023 UMB-14 227-2600 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS * Ex. 6/30 07 * 2131 PALOMAR AIRPORT RD.. STE 120 CTR1. YM an CARLSBAD CA. 92009 (760) 431-7177 F CALIF C sf3/fQs L BENICH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: NO. F YNN OW APPROVED DATE CITY OF PALM DESERT CI 1 1 � P� �� REVISIONS DUE TO ROOF REDESIGN 5/31/05 CPD BM 1�5 � .4i�Jr Z9 City O Palm Desert A air 26 -UrAMM: =` `f P . C HIKES E 1' DRAwN BY PROJECT: 720-01OF W111, r CPO &WaE WK IN TOP OF CURB STAWS CIVIC CENTER PARK sterns SIGNATURE '1 Rr LOCATED ON THE NORTH SIDE OF FREn -- 73-M WAFM DFWE 11. MORASS CAD DI N1OMM VAW DRK MT OF COOK SnUr, 9 6' PALM De ,y' c,,A, �� IRRIGATION PUMP STATION FILE NUMBER NcS' OF WESTERLY PCR � T ie di� 340-M R.E.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE F-awr•tit) W7= 6/;gip/07 6/0/os AM �,�p l6/30/ PLAN - PIMP STAT10N8 L STANDARD ABBREVIATIONS CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION PLAN DIAGRAM DIA RAM PLANDIAGRAM DIAGRAM PLAN DIAGRAM DIAGRAM A AMPERES MIN MINIMUM OR MINUTE AC ALTERNATING CURRENT MLO MAIN LUGS ONLY o150A c/ CIRCUIT BREAKER. UPPER NUMBER IS TRIP RATING. a U�JUU POWER TRANSFORMER. RATINGS AS NOTED AF AMPERE FRAME MOV MOTOR OPERATED VALVE ACTUATOR JJ 3P J LOWER NUMBER IS NUMBER OF POLES T (YYYI ON DRAWINGSM MANUAL MOTOR STARTER AFC ABOVE FINISHED CONCRETE MTG MOUNTING AFF ABOVE FINISHED FLOOR MTR MOTOR AFG ABOVE FINISHED GRADE MTS MANUAL TRANSFER SWITCH ■ o THREE POSITION SWITCH. MAINTAINED CONTACT DUPLEX RECEPTACLE. 20A, SPEC GRADE o,,,,b° CENTER POSITIONARYOF� NOTED ON DIAGRAMS. ON DRAWINGS. PE. UNLESS OTHERWISE NOTEDAL ATS AUAT TOMATIC ERE TRIP TRANSFER SWITCH NA NON-AUTOMATIC FUNCTION MAY GROUND S - - _ AUX AUXILIARY NC NORMALLY CLOSED AUTO AUTOMATIC NCIO NORMALLY CLOSED, TWO POSITION SWITCH. MAINTAINED CONTACT TELEPHONE OUTLET AWG AMERICAN WIRE GAUGE INSTANTANEOUS OPEN FUNCTION MAY VARY AS NOTED ON DIAGRAMS o.rWL, of-Lru- ,o HEATER, RATING AS NOTED ON DRAWING o , $C BARE COPPER NCTC NORMALLY CLOSED, BD BOARD TIME CLOSE JUNCTION BOX OR CONDUIT FITTING AS NOTED OR 7 BKR BREAKER NCTO NORMALLY CLOSE MOMENTARY CONTACT PUSHBUTTON. FUNCTION°—L REQUIRED. (� HORN OR AUDIBLE SIGNAL C CONDUIT TIME OPEN° MAY VARY AS NOTED ON DIAGRAMS `11�- (SHOWN WITH CONDUIT TURNING UP) U CAB CABINET NEC NATIONAL ELECTRIC CODE CB CIRCUIT BREAKER NIC NOT IN CONTRACT LOS MOMENTARY CONTACT PUSHBUTTON WITH PROVISION ° LEVEL SWITCH, CONTACT ACTION CKT CIRCUIT No NUMBER ■ LS jjf j�S 0 PHASE CLG CEILING NO NORMALLY OPEN Los n l n FOR LOCKOUT. AS NOTED ON DRAWINGS C.O. CONDUIT ONLY NOIC NORMALLY OPEN, T COMPARTMENT COMP INSTANTANEOUS CLOSE o LOCKABLE DISCONNECT SWITCH. RATING AND F— —1 r— —� COND CONDUCTOR NOTC NORMALLY OPEN, �,0 �' DETAILS AS NOTED ON DRAWINGS. L_ L— —J CONTROL PANEL OR EQUIPMENT AS NOTED ❑ TERMINAL, INTERNAL WIRING CONT CONTROL TIME CLOSE CONTD CONTINUED NOTO NORMALLY OPEN, T CONTROL POWER TRANSFORMER CPT TIME OPEN o FLOW SWITCH, CONTACT ACTION AS NOTED ON CP CONTROL PANEL NP NAMEPLATE ■ZS �� LIMIT SWITCH. NORMALLY OPEN FS DRAWINGS ■ TERMINAL, FIELD WIRING CT CURRENT TRANSFORMER NTS NOT TO SCALE CU COPPER OL OVERLOAD CONTROL RELAY TT 0 R MP WITCH CR 0 VE TE S ZS " opv " LIMIT SWITCH. NORMALLY CLOSED FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW DC DIRECT CURRENT PB PUSHBUTTON ■ DS MAGNETIC DOOR SWITCH DISC DISCONNECT PB PULLBOX DISC SW DISCONNECT SWITCH PC PHOTOCELL DPDT DOUBLE POLE DOUBLE THROW PCV PUMP CONTROL VALVE °�'�� tb ° TIME DELAY RELAY CONTACT. 3 DPST DOUBLE POLE SINGLE THROW PMR POWER MONITOR RELAY W NOTO OFF DELAY, NORMALLY OPEN, TIME OPEN FLUSH TOGGLE SWITCH, THREE WAY ] CONDUIT STUB OUT DWG DRAWING PNL PANEL DS DOOR SWITCH POS POSITION EL,ELEV ELEVATION PR PAIR TIME DELAY RELAY CONTACT. XX DISCONNECT SWITCH, F = FUSED EMT ELECTRICAL METALLIC TUBING PRI PRIMARY °�� CTC OFF DELAY, NORMALLY CLOSED, TIME CLOSED FLUORESCENT FIXTURE: SEE LIGHTING SCHEDULE. F XX NF = NON—FUSED EO ELECTRICALLY OPERATED PS PRESSURE SWITCH W N XX = AMP RATING EXIST EXISTING PT POTENTIAL TRANSFORMER - FBO FURNISHED BY OWNER PVC POLYVINYL CHLORIDE °'��o TIME DELAY RELAY CONTACT. LIGHTING FIXTURE, WALL MOUNTED FDR FEEDER PVC/RGS PVC JACKETED RIGID /\ NOTC ON DELAY, NORMALLY OPEN, TIME CLOSED SEE LIGHTING SCHEDULE TELEMETRY INPUT POINT FIN FINISHED GALVANIZED STEEL CONDUIT FLA FULL LOAD AMPS PW PART WINDING FLEX FLEXIBLE RECEP RECEPTACLE °�� TIME DELAY RELAY CONTACT. MH-MANHOLE PB-PULLBOX HH-HANDHOLE FM FLOW METER RGS RIGID GALVANIZED STEEL CONDUIT �NCTO ON DELAY, NORMALLY CLOSED, TIME OPEN PB OR AS NOTED ON DRAWINGS pO INPUT TO FUTURE CONTROLLER FS FLOW SWITCH RTU REMOTE TERMINAL UNIT FT OR FEET OR FOOT RVAT REDUCED VOLTAGE AUTO 11 FT FLOW TRANSMITTER TRANSFORMER V N SOV 4-0 SOLENOID OPERATED VALVE T TELEPHONE CONDUIT. SIZE AS NOTED FUT FUTURE RVYD REDUCED VOLTAGE WYE DELTA FVNR FULL VOLTAGE NON REVERSING SDG&E SAN DIEGO GAS & ELECTRIC • r GALV GALVANIZED COMPANY 1 GD GAS DETECTORS SEC SECONDARY .� MOTOR CONTROL CENTER DRAWOUT STABS GROUNDING GRID OR GROUNDING CONDUCTOR G SIZE AS REQUIRED OR AS NOTED ON DRAWINGS GFI GROUND FAULT INTERRUPTER SEL SELECTOR GFP GROUND FAULT PROTECTION SP SPARE , .% GND OR G GROUND SPEC SPECIFICATION 2 MOTOR STARTER WITH THERMAL OVERLOADS. HH HANDHOLE SS STAINLESS STEEL HVD&ONUMBER INDICATES NEMA SIZE -G� GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS DRAWING SCHEDULE HOA HAND/OFF/AUTO SST SOLID STATE STARTER HTR HEATER SPDT SINGLE POLE DOUBLE THROW IC INTERRUPTING CURRENT SPST SINGLE POLE SINGLE THROW OL DRAWING TITLE IN OR INCHES OR INCH ST SHUNT TRIP MOTOR OVERLOAD CONTACT �G- EXOTHERMIC GROUND CONNECTION IND INDICATING STA STATION ELECTRICAL STANDARD SYMBOLS AND ABBREVIATIONS 1NST INSTANTANEOUS STt STEEL E- 1 - INSTR INSTRUMENT STP SHIELDED TWISTED PAIR INTLK INTERLOCK STR STARTER 4 2 O MOTOR, NUMBER INDICATES HORSEPOWER -G BOLTED GROUND CONNECTION JB OR J JUNCTION BOX, CONDULET OR STT SHIELDED TWISTED TRIPLET E— 2 ELECTRICAL SITE PLAN O / FITTING AS REQUIRED BY NEC. SV SOLENOID VALVE INDICATING LIGHT, PUSH—TO—TEST. LETTER UNLESS OTHERWISE NOTED SW SWITCH °---' :( E 3 SINGLE LINE DIAGRAM AND ELEVATIONS KW KILOWATTS SWBD SWITCHBOARD INDICATES COLOR. -O CONDUIT BENDING UP —o LCL LONG CONTINUOUS LOAD TB TERMINAL BOX R=RED B=BLUE G=GREEN A=AMBER W=WHITE LCP LOCAL CONTROL PANEL TEL TELEPHONE E— 4 POWER AND SIGNAL PLAN — PUMP STATIONS LEV LEVEL TEMP TEMPERATURE CONTACTOR OR RELAY COIL. LETTER OR LIM LIMIT TERM TERMINAL M NUMBER IS DESIGNATION — 0 CONDUIT BENDING DOWN _ _ _ LR LOCAL/REMOTE TM TELEMETRY E— 5 LIGHTING PLAN — PUMP STATIONS LOS LOCKOUT STOP STATION TS TEMPERATURE SWITCH M NORMALLY CLOSED CONTACT. LETTER OR - - LS LEVEL OR LIMIT SWITCH TS2W TWO SPEED TWO WINDING — NUMBER IS DESIGNATION UNDERGROUND OR CONCEALED CONDUIT, 1 MINIMUM E- 6 CONTROLS — 1 LSIG LONG TIME, SHORT TIME, INSTANTANEOUS TW/SH TWISTED SHIELDED AND GROUND FAULT ADJUSTMENTS TYP TYPICAL LT LIGHT UG UNDERGROUND M NORMALLY OPEN CONTACT. LETTER OR E— 7 CONTROLS — 2 LTG LIGHTING UON UNLESS OTHERWISE NOTED EXPOSED CONDUIT, 3/4" MINIMUM. LV LOW VOLTAGE V VOLTS —� NUMBER IS DESIGNATION MA MILLIAMPERE W WATTS E- 8 CONDUIT AND PANEL SCHEDULES MAINT MAINTAINED W/ WITH HOMERUN CONDUIT WITH 3 CONDUCTORS, NEUTRAL _ _ MAN MANUAL W/0 WITHOUT _ _. MAX MAXIMUM WP WEATHERPROOF RTM RUNNING TIME METER, NON—RESETTABLE AND GROUND, CIRCUITS 1,3,5 PANEL PB1, NO P81 1,3,5 HASHMARKS INDICATE 2 CONDUCTORS AND GROUND — 9 DETAILS MC MAINTAINED CONTACT XFMR TRANSFORMER - - - MOTOR CONTROLCENTERXP EXPLOSION PROOF MCC 5A MCM THOUSAND CIRCULAR MILS ZS POSITION SWITCH OR LIMIT SWITCH 20A FUSE, NUMBER INDICATES RATING O DRIVEN GROUND ROD/TEST WELL E- 10 IRRIGATION CONTROLLER CONTROL DIAGRAM - 1 MCP MOTOR CIRCUIT PROTECTOR 3W THREE WIRE 3/4" X 10' Cu CLAD STEEL _ _ __ MH MANHOLE 4W FOUR WIRE CONTROL TRANSFORMER. RATING AS NOTED ON — IRRIGATION CONTROLLER CONTROL DIAGRAM - 2 DRAWINGS OR AS REQUIRED BASED ON LOAD PANELBOARD OR AS NOTED ON DRAWING - SERVED. - E- 12 IRRIGATION CONTROLLER CONTROL DIAGRAM - 3 iioj _ KW KILOWATT METER LIQUIDTIGHT FLEXIBLE CONDUIT E- 13 IRRIGATION CONTROLLER LAYOUT DIAGRAM CITY OF PAL".1 DEL DEPA ENT OF EUI�D,ti{, ■ PS PRESSURE SWITCH. CONTACT ACTION AS NOTED XXX XXX CONDUIT NUMBER 'XXX', REFER TO CONDUIT ON DRAWINGS SCHEDULE FOR DESCRIPTION 2 - HI Ro%w EECC"4cc - S N ALL - APPR7.'ED _ CC;V�TRUtD T., 6� UNDERGROUND SERVICE ALERT AyYv'° -`c\ A\Y s c'Tv o\ Gc NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED o L A\''A ST 3OF INTENTION TO GRADE OR EXCAVATE. 6o9RpFESSI , CALL TOLL FREE: ��Q� M ��y� 1-800 MORAES/PHAM 8c ASSOCIATES No. E11023 227_2�pp CONSULTING ELECTRICAL & MECHANICAL ENGINEERS * EFxp. 6/30/07 KNO DV 2131 PALOMAR AIRPORT RD., STE. 120 `r�9 `FCTR1 TWO GV AYS YOU MCARLSBAD CA. 920M (760) Ul-7177 TF OF CAIZF� E- 1 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: G�-�-Y OF PALM DESERT NO. REVISIONS APPROVED DATE ��� ��115 ���4�5 ������ JM CITY OF P SERT SHEET 2 ADDED AUTOMATIC CONTROLS 0 6 05 C i t y o f P a l m D e s e r t PROJECT: 720-01 22 1 LOCATION: 30 R PUBLIC WOWS DEPAfiTll�IEW SIGNATURE � DRAWN BY CIVIC CENTER PARK OF 2"2" CPO BRONZE DISK IN TOP OF CURB STAMPED � �r © T T� "115" LOCATED ON THE NORTH SIDE OF FRED � - 73--M WARM DRIVE JOSEPH M. MORAES CAS CITY.EN�INEER IRRIGATION I�N PUMP STATION I�N FILE NUMBER WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DEBT, CA 92260-25M MARK GREENWOOD WEST OF WESTERLY PCR TW C760) 346—M R.E.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DATE STA( DAM ELE I MAL SY Fear• M) W7M EW23 6/3%7 /0. M-05 JMM 57989 6/30/2006 to Icl105 AND TKM l 2 5�1 — 2 2 KEY NOTES (THIS DWG. ON OEXISTING 40 HP WELL PUMP (WP) TO BE REPLACED WITH NEW 125 HP G ;-n WELL PUMP. REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO G GROUND ROD D ; ; DISTRIBUTION PANEL DP—B. OBTAIN FACILITY OWNERS APPROVAL FOR (TYP FOR 4) E-9 1 SCHEDULED DOWN TIME. I , G I I ; ; O REMOVE EXISTING FEEDER CONDUCTORS TO DISTRIBUTION PANEL DP—B #4/0 Cu TYPICAL GROUND I 1 I 1 BACK TO SOURCE (t1000 LF). REFEED FROM NEW MCC IN NEW PUMP GRID CABLE I I G ; STATION. PROVIDE ENGRAVED NAMEPLATE TO READ "FED FROM MCC IN ' I ADJOINING PUMP STATION" EXISTING LOADS TO REMAIN IN SERVICE. G B PUMP STATION OBTAIN FACILITY OWNERS APPROVAL FOR SCHEDULED DOWNTIME. E-9 INTRUSION SW I ; ; ABANDON AND SEAL CONDUIT. I WHERE INDICATED, CORE DRILL WALL FOR CONDUIT PENETRATIONS AND ---------------------------------------------------- 121 I SEAL WITH DUCT SEAL. I I I I 6 i I O EXTEND NEW GROUND GRID TO GROUND BUS IN EXISTING DP-B. 103 103A 1 FT j O NO CONDUIT ALLOWED UNDER PUMP FOUNDATIONS. G +3' GFCI ' I WP ' \ j i- O PROVIDE 36" x36" x10"DP NEMA 4X TERMINAL CABINET W/INTERIOR I 1 1 I PANEL FOR FUTURE IRRIGATION CONTROLLER. LEAVE 4' MIN, PIGTAILS TO SWITCHBOARD � � 106 106A , , , , , , FOR CONTINUATION———— — / CONTROLLER OILER I ; ; ; ON WIRES ENTERING THIS BOX FOR FUTURE CONNECTION. NEATLY COIL SEE SHEET E-2 / 107 107A I VALVE (TYP) 1 FIE �� AND IDENTIFY FUNCTION OF ALL CABLES. ------------------------------------ ---J L-------------------------------I---------------------\-----� 1 I I 1 / -------------------------- - --------------_-_ --- --------__ ________ - ---------------------- --------- • -------- --� I I i i i O7 FILTER CONTROL PANEL. PROVIDE SUPPORT STANCHION. PROVIDE 3 4"C ----------------------------- q- I I 1 I 1 1 ( / ( / 3 12 + 1 12GND FOR MOTOR AND 3 4 C 6 14 + 1 14GND FOR :11D �',�� I i i i CONTROLS TO FILTER. I LOS LOS LOS 117 1 ' I I ; ; ; ; O8 ROUTE 4' PIGTAILS IN THE TERMINAL CABINET TO THE NEW IRRIGATION I Q'' / ( 105 1 G� I I 1 1 1 � " " F�-----7-1 +3 PS PS PS G-_(T G 1 1 1 CONTROLLER. RESERVE 15 X15 SPACE FOR FUTURE CALSENSE I i I 1 105A P3 O5 TYP. P" / I i i i CONTROLLER. 1 P1 P2 GFCI P �] i i / I I I ,',- >,__,�Wp / I 112E I 1 i i i i O TERMINATE #18STP IN CONDUIT 118 TO CALSENSE DISCRETE INPUT AT S , I i i i i THE NEW IRRIGATION CONTROLLER. / 111 J I I I d I` -4- GI 2 E-3 MCC I F�-- C--%� 115 I I I I I 1 / ' I ' ' EXISTING 1 I I 115A 115E / j/ --- ' , I PUMPS AND FILTER TO BE 1 i i _�-� / �r---- I REMOVED. DISCONNECT AND REMOVE WIRING BACK TO DP—B PUMP STATION CLI 122 ' I 1 1 ' ' -----------------------------------------------+ i • 1 114 - �9/ -------------------- -- ------------------------------------ 1 _ __________________________________ _________________________________ r -L 1 . \ --- -- --------------- ------------------ „ I / 2 B PANEL 'A' I 1 ► ' \\ I I 114A I i 1 i I ,'' GI 1 123 116 \ �'�- J I�T ( t� I I I , nx I OW m1 ' r I , I rtiFrNt y. 1 ___au m m .� I EXISTING ' • \ I itTvT}-- ----- I IIIJIL_ 1� MICROSTAR 1�--w w SUMPOF PALM DESERT' NODE � I 110 I I GFCI 1 7 III PUMP I I \ „ I I LI 1 1 �109 WP 1 CONTROLLER -" WPI M ---( I' I �T_" I I , I ; 1 4DEPA rI A-1,6,7-� I +3' i I G=� r------L---------- - J I E`-= I iIILDI;IG & SAFETY113 I -- ---1-1 I -� ' I =__- 1 I I 1 1 I- -- - -- ---I- .` I i----- - ---- I I 1 ' rill 1 I � SUPPORT CONDUITS 1^�ci"�n i � I I I I STATION FLOOD J I �' ue�_��a_-Jti n� , I I I��=��i , I FROM ROOF - ----- xf -- ___-- I_ \,-, 1 1 1 ---- - it - I- ------- J_ - - ------------------------ SWITCH LSHH --- 1 I ly,`: NI f,� 1 1 1 ILJI - - 1 IRRIGATION CONTROLLER I I 120 118 ' ' I I E '+---''' y'— - -- - ---r \ \ I\ FINISHED FLO R iANQ AP I I 104A �-��n n " n ' I I 1 i--�__1 (-. �i1! ►1 , �-`Zi- - -- �1 1- ---------- FINISHED FLOqR 3P, NF NEMA 3R \ I - I I i �r "� I I Ey= `- E'L= --- I '`` �r_ _ IVJI I \ \ A/C UNIT I —----�-- --- - --- -- -- '�. ai .� - ---� r - 1 -- �r---1 r--------- DISCONNECT SW WITH \ \ \ - - --- -- -- ------ -------- ,rJ'i_-„'�, t1 I I I —1- --- - - ---I--I-- -- -- -- - --- ---- ---- -------- �' I ----- 1 PADLOCK ON DEVICE \ \ - -------- - -- -- - T- -- - - - - -- - ---- — 1 "�-:� •� .1 1 �_ --- EXIST.. \ -- - - ---- - --- -- -- - - -- ----- - ----- --- - ---- -- -- ------- - --- -- ---- - -- ------ --- l - , I — I T __ _ —�1 1 DP B , ———— ———— —————— —— — — —————— —— —— —— —— — ———— —— — — — —————— ——— —— —— —— — — —— — 104 1"C-(2)#12 + (1)#12G + (8)#14 ( ------- -- -----, u ---J I O (POWER AND CONTROL) 3 I i Q 1„ 1/2"C-(52)#14 (CONTROL) 108 L ---------- -L--- --- _ -i---- _;-- ----------- --------- ---�------ -- ------- 1/4" TEE AND 1/4" NPT x 2 1 C-(5)#18 STP (SIG AL ---� _ -�--- I----�--+-- r-------------------- ----- --------------------------------L-;--- 1/4" FLARE MALE WITH r--- -i----- --- i i I I I I I I I 1/4" MALE CAP - LIQUID—TIGHT ---- {---------------=----------------------------------------;--+-_- -`<-- FLEXIBLE CONDUIT CLAMP CONDUITS --- ------ ----------------------------------------i-- �� TO WALL ' --------- ---+-------------- ----------------------------------- -- , _ 1/4" TUBING ' 316 SST RELOCATE AND RECONNECT EXISTING CONDUITS „ AS REQUIRED FOR INSTALLATION OF NEW FEEDER 1/2 NPT x + ' 1/2" TUBE PRESSURE INDICATING TYPE 1/2" SST TRANSMITTER POWER AND SIGNAL PLAN TRANSMITTER BALL VALVE SCALE: 3/8"=1'—O" COMB. AIR RELEASE/ 2—VALVE MANIFOLD VACUUM VALVE PER 1/4" TUBE PRESSURE LINE PORT DETAIL CONNECTOR TRANSMITTER SHALL BE 316 SST MOUNTED APPROX. 48" HIGH AND LOW 1/2" SST ABOVE THE FLOOR. O O BALL VALVE ° MOUNT PRESSURE TRANSMITTER / ON PIPE MOUNT PER DETAIL O O GALVANIZED STEEL / OR ON WALL MOUNT PER DETAIL MOUNTING BRACKET 2„MAX STAINLESS STEEL U—BOLT 1" X 1/2" REDUCING UNDERGROUND SERVICE ALERT 2" GRS PIPE BUSHING TRANSMITTER NO worn SHALL BE DONE ON THIS SITE UNTIL BELOW AGEWY IS ranRED � I MOUNTED APPROX.SHALL B E °F 'rliE"n°" TO ca"°E OR °`c�'v"TE QRo Esslp,� FROM OUTSIDE OF PIPE. CALL TOLL FREES �``��N M. Mo��et GRAPHIC SCALE (FEET) PIPELINE CONTRACTOR THE SHALL VERIFY 1-800 MORAES/PRAM & ASSOCIATES � QNo. E11023N 0 2 4 6 227-11`+00 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS Exp. 6/30/07 L LV 2131 PALOMAR AIRPORT RD., sue. 120 *T F�FCTRIGP�ti* "' A TRANSMITTER M 0 U N TI N G TWO WOFIGNO aO CARLSBAD CA. 92009 (760) 431-7177 qrF of FBEF<)FE YOU - B PRESSURE TRANSMIT T _ 4 CA1.Z N.T.S. E BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: CITY OF PALM DESERT No. nsioNs APPROVED DATE CPO BM 115 164.425 NGVD2� . CITY OF A DESERT 2 ADDED AUTOMATIC CONTROLS 10 6 05 C ity of Palm Desert A5 2 D�„�,, �, PROJECT: 720-01 �. LOCATION: PUBUC WORKS DEPARTMENT 30 2" CPD BRONZE DISK IN TOP OF CURB STAMPED � � SIGNATURE CIVIC CENTER PARK sus "115" LOCATED ON THE NORTH SIDE OF FRED _ 73-M FRED WARM ME JOSEPH M. MORAES CAD CITY ENGINEER WARING DRIVE, WEST OF COOK STREET, 9.6' PAt.l�I D TI CA 922W-2V8 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR CHECK BY ����w� + TebphorW M) 346-ON R.E.E. NO. EXP. DATE DATE R.C.E. NO. EXP. DATE TE POWER AND SKMAL PLAN — PUW STATIONS t 2 5 i " 2 5 Fax- (760) 341-7M Ef1023 6/3%7 /o. 3.0� JMM 57989 6/30/2006 480V, 30 b LOS 0 PUMP 120V 480V FAN _ 1 _ _ - _ _ CL M2 OL FUSES 2 MR RUN 21 M1 M3 TR1 SECTION 3 ETM P1 0 SEC . 3% LR P2 10 SEC C RUN P3 20 SEC g;71 Q CR2 MANUAL 2 TR1 5 4o OFF CR-1 COMMON T AUTO C TR1 CALL HOA I POTED 5 CR1 MANUAL 9,12,20 SPEED START STOP NOTC REF I I I 2 CR1 I I 20 I START/STOP 6 ) o I (TIME DELAY) TO VFD 4-20ma I I SPEED �O AO I I I I I 7 o I I 4-20ma o_ c AO SWITCH POWER >cK)Q P IN AUTO I I M3 INVERTER 4-20ma �O AI M1 SETPOINTNT I $ I BYPASS I I � R � VFD P FAULT CR1 M2 FAULT I 9 I TR INVERTER I M3 3>8,11 1 NOTC I I BYPASS TIME DELAY — TR 9 LINE 11 I RUN SV9000 10 P INVERTER I VFD SELECT ` I R BYPASS - - - - - - - - - - _1 ` INTERLOCK VFD RUN M3 M2 -- - - - - - - - - - - - - - - - - - - -- - M3 11 0 0i In IM2 2,9 ICR MOTOR 12 SPACE HTR MOTOR TS CR2 13 CR2 4,13,17 OL TEMP RESET 14 40 �— 15 PRT NCTO 16 POWER UP RESET TIMER PRT 15 40 CR2 17 R MOTOR TEMP PUMP MOTOR �0 i MR OILER SV 18 CITY OF PALM DESERT OF BUILDING & SAFETY 21 MR P RUN APP BY -- CONROL ER(FUTURE) IRRIGATION PUMP CONTROL DIAGRAM H15 P` C " `3 N r rc (TYPICAL) a L ::o (SHOWN FOR P1, SIMILAR FOR P2 & P3) UNDERGROUND SERVICE ALERT NO WOW SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED I a OF Ni1FJIT10N TO GRADE OR EXCAVATE � ,%of SS��,gl CALL TOLL FREE: ti QH M. 1_8� MORAES/PRAM & ASSOCIATES -No. E11023u' 227-26M CONSULTING ELECTRICAL & MECHANICAL ENGINEERS * Exp. 6/30/07 1'iN01MO�Cl�O DAYS CAR1LSBAD�CA�. 920os AIRPORT RD., STE. 120 760 — 1 7 s�9r�FCTR1 E BEF M YOU DK1 ( ) aa1 7 7 OF CA I BENCH MARK: ELEVATION: PALM DESERT ,��� PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN. BY APPROVED BY: Y OF PA NO. REVISIONS APPROVED DATE ��� ��115 64.��� ������ �� PUBLIC WORKS DEPARTMENTplowl-FF CITY OF PALM ESERT CIT �� 2 ADDED AUTOMATIC CONTROLS 10 6 05 City of Pclm Desert JM SHEET LOCATION. �� � DRAWN � PROJECT. 720-01 OF SHEETS2" CPD BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE CIVIC CENTER PARK SHEETS 30 "115" LOCATED ON THE NORTH SIDE OF FRED 73-M FFM WARM DRIVE JOSEPH M. MORAES CAD CITY ENGINEER IRRIGATION PUMP STATION FILE NUMBER WAR/NG DRIVE, WEST OF COOK STREET, 9.s PALM DE 'f CA 92260--2578 MARK GREENWOOD WEST OF WESTERLY PCR CHECK BY CONTROLS - 1 12 5-1 - 27 � T� C760) 346-0611 R.E.E. N0. EXP. DATE DATE R.C.E. NO. EXP. DATE Fax. CM U-70®8 EWM 6/30/07 10- 15-OF JMM 157969 - 6/30/20M to 1�j O�j RUN 65% ,,--� 2S is —d RUN T2 —� 125HP WELL PUMP 480V1 2S MCC --0 RUN T3 65% -� 2S is — 0 STARTING TRANSFORMER M OL A TR1 TR1 1 S RUN 6,11,13,21 —° o NOTC I I ©L MCC 480V BUS —© o (----o-J 1/2 RUN B is I A,C � NCTO o I 15 J C I 25 p 2S L480VJ D O MOTOR SAVER (MS) 120V HAND OL M 480V HOA REMOTE OFF (RESET) o OFF 1 I 120V AUTO THERMOSTAT 7 (SET AT 85) MCC LOS MS 1 -- -- " R1 R2 0-60 SEC OL 3 HAND TR1 ON DELAY DELAY POWER-UP 4,10,A,A,B I--I SUPPLY FAN o OFF vc AT MOTOR AUTO ALL EQUIPMENT SHOWN IS LOCATED IN MCC UNLESS OTHERWISE NOTED. l i 4 W PUMP CALL STOP RUN---o i —� _ RUN P PUMP - - - - --2 TR1 10 SOV PRE LUBE SV RUN NCTO � _ ' AT PUMP RUN HTR ! AT MOTOR o HAND 11 o OFF P PUMP P1 IN AUTO AUTO RUN i INPUT TO LOCAL 13 G RUN CONTROLLER (FUTURE) (TYPICAL) WINDING TSH WINDING 15 R1 OVERTEMP R1 { P MOTOR OVERTEMP BEARING TSH 17 0 R2 BEARING R2 OVERTEMP CF 1 AT MOTOR/PUMP WELL PUMP WP CONTROL DIAGRAM O1 MOTOR SAVER RELAY PROTECTS MOTOR FOR LOSS OF SUCTION/DEADHEAD (UNDERCURRENT), OVERCURRENT, CURRENT UNBALANCE, RAPID CYCLING, SINGLE PHASING AND REVERSE PHASING. O2 CONTROL LOGIC ONLY IS INDICATED. ADD SLAVE RELAYS AS REQUIRED. CITY OF PALM DESER DEPAR T OF BU',LDIP:G & B T 1 APP is T CORDED 'Al - ALL - AP�RCVED rn,;;7RiL ED tiY UNDERQROUND SERVICE ALERT , _�- - ND WORK SHALL K DONE oN THIS SITE UNTIL BELOW AGENCY IS HOMED Ire OF NTENTION To GRADE OR EXCAVATE. �O QROF E CALL TOLL FREE= ti�o�e� M. 1_800 MORAES PHAM & ASSOCIATES LU No. E110231n 227_2600 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS * Exp. 6/30/07 # TWO W'OFN NQ DAYS CARLSBAD CA2131 R 92000RT RD., STE. 120 (760) 431-7177 ��9TF OF CA,%ji � BEFOM YOU 00 CAS E 7 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: CrfY OF PALM DESERT NO. REVISIONS APPROVED DATE `. CITY OF PALM DE ERT CPQ BM 115 164.425 NGVD29 C l t \/ O f P C1 I I'1'1 Desert JM sI�T 28 2 ADDED AUTOMATIC CONTROLS 10 6 05 J LOCATION: PUBLIC WOWS QEPAHTMENT �� DRAWN BYPROJECT: 720-01 Of 2" CPD BRONZE DISK IN TOP OF CURB STAMPED ,,. � � SIGNATURE CAS N INFER'�_ U CIVIC CENTER PARK 81�T8 30 "i l5" LOCATED ON THE NORTH SIDE OF FRED 73-90 WARNS DIVE JOSEPH M. MORAEs IRRIGATION PUMP STATION FILE NUMBER WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DEBT, CA 92260-2578 MARK GREENWOOD WEST OF WESTERLY PCR a 'Te c QW) 346—M R.E.E. NO. EXP. DATE DATE CHECK BY R.C.E. N0. EXP. DATE DA • - 2 125 � - 2g Fax (780) 341-7M EW23 6/�% /o•l3•a S JMM 57989 6/30/2006 CONDUIT CABLE NO. SIZE FROM TO QTY. SIZE GND.* VOLTAGE REMARKS MOUNTING MCC PANEL A' A 14K A.I.C. SYM. 101 (2)4" EXISTING SCE TRANSFORMER NEW SCE TRANSFORMER 12KV PER SCE REQUIREMENTS I�A �I _ 120/240 - VOLT PHASE 3 WIRE MAIN 100A BUS _ 100A-Cu - _ _ - WATTAGE CKT - CKT WATTAGE 102 (2)4" NEW SCE TRANSFORMER METERING SWITCHBOARD 480 PER SCE REQUIREMENTS LOCATION - _ OA tie REC LTG POLE BKR N0. ! Q1A 1�B N0. BKR POLE LTG !REC q I�B LOCATION A TI O N RECPT N _W PUMP _ _ _ E RM 720 4 1 20 1 2 20 1 1140 . LTS NEW PUMP RM 103 (2)4" METERING SWITCHBOARD MCC IN NEW PUMP STATION 6 500MCM 1 480 SPACE 3 4 20 1 1 500 I FUTURE CONTROLLER - HTR RECPT A-10 103A 1 METERING SWITCHBOARD MCC IN NEW PUMP STATION 2 10 10 120 SPACE 5 6 20 1 100 FT - _ _ _ M PUMP 1000 1 20 7 8 20 1 240 LTS EXTERIOR 104 2" MCC NEW WELL PUMP 3 2/0 4 480 POWER 9 1Q 2Q 1 50Q _ METER SWBD _ _ 2 12 — 120 SPACE HTR - - 11 k; 12 104A 1" MCC NEW WELL PUMP 12 14 14 120 LOS, PS, LURE SOV, TSH 13 ' fi 14 _ - - - _15 <: 16 - 105 1-1/2" MCC P1 _ - 3 4 8 480 POWER _ - 720 1000 WATTS/LINE 1740 740 105A 1" MCC _ P1 _ _. _ 8 14 14 120 TSH, SPACE HTR, OILER SV, LOS OA= 2460 OB= 1740 TOTAL WATTS= 4200 AMPS/LINE= 18 LCL AMPS= 10 106 1-1/2" MCC P2 3 4 8 480 POWER 106A 1" MCC P2 8 14 14 120 TSH, SPACE HTR, OILER SV, LOS 107 1-1/2" MCC P3 3 4 8 480 POWER 107A 1" MCC P3 8 14 14 120 TSH, SPACE HTR, OILER SV, LOS 108 2" MCC EXIST. PUMP STA. MAIN C/B 3 3/0 4 480 POWER 109 3/4" MCC AC UNIT 3 12 12 480 POWER 110 1" FUTURE CONTROLLER DISCH. HDR - 1 18STP 24 PT l2 \ 111 1" PNL A IN MCC RECEPTACLES 2 12 12 120 A-1 112 1" PNL A IN MCC RECEPTACLES, SUMP PUMP, FT 6 12 12 120 A-1,6,7 112A 1" RECEPTACLES RECEPTACLES, SUMP PUMP 6 12 12 120 A-7 SUMP PUMP 112B 1" RECEPTACLES, SUMP PUMP RECEPTACLES 4 12 12 120 A-1,6 -. . 112C 1" RECEPTACLES FT 2 12 12 120 A-6 FT POWER 113 3/4" PNL A IN MCC FUTURE CONTROLLER 2 12 12 120 A-4 114 1" MCC FILTER 3 12 12 480 POWER 114A 1" FUTURE CONTROLLER FILTER 2 14 14 120 ALARM 115 1" FUTURE CONTROLLER J—BOX AT P1 12 14 14 120 PS'S 115A 1" J—BOX AT P1 J—BOX AT P2 8 14 14 120 PS'S 115E 1" J—BOX AT P2 J—BOX AT P3 4 14 _ _14 120 PS'S 116 1 1/2" MCC FUTURE CONTROLLER 48 14 14 120 MOTOR CONTROLS 117 1" FUTURE CONTROLLER FT 1 18STP — 24 FLOW SIGNAL 118 1" FUTURE CONTROLLER MICROSTAR NODE IN EXIST PUMP STA 1 18STP — SIGNAL NETWORK LINK 119 1" FUTURE CONTROLLER LSHH 2 14 14 120 STATION FLOOD 120 2" NEW PUMP STA EXISTING PUMP STA — — — — SPARE W/PULLROPE 121 3/4" FUTURE CONTROLLER INTRUSION SWITCH 2 14 14 120 STATION INTRUSION 122 1" MCC EXHAUST FAN 3 12 12 480 — 123 1 1/4" MCC FUTURE CONTROLLER 2 z 3 18STP — 24 VFD SIGNALS DESERT jjhPALIM F BUILDING & SAFETY!. _ - OVAL4Fa 1� L 8 - FPRov'-D PLANUNDERGROUND SERVICE ALERT _ _ - � - NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED � _ -` OF INTENTION TO GRADE OR EXCAVATE ��O 4 FESSjp�,l cm CALL TOLD - - 1-80(� ���MORAES/PRAM & ASSOCIATES 'No. E11023�' CONSULTING ELECTRICAL & MECHANICAL ENGINEERS * Exp. 6/30/07 # 227-2600 1VNO WOFtiCNQ DAYS 2131 PALOMAR CA. AIRPORT RD., STE. 120 1p9 CTRS.� �S� * - ONE GROUND CONDUCTOR PER CONDUIT YOU DIG (760) 431-7177 OF- CALIF BEFOM E- 8 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: CITY OF PALM DESERT NO. REVISIONS APPROVED DATE CPD BM 115 164.425 NGVD29 CITY OF P LM DE RT 2 ADDED AUTOMATIC CONTROLS 0 6 05 C I t y O f P a l m Desert JM �T _ - DRAWN BY PROJECT: 720-01 OF 30 LOCATION: � PUBIC WfaN9�CS QEPAI�TMENT /4�,/ a CIVIC CENTER PARK ors 2" CPD BRONZE DISK IN TOP OF CURB STAMPED � ' SIGNATURE "115" LOCATED ON THE NORTH SIDE OF FRED 73—M FFD WARM DRIVE JOSEPH M. MORAES CAD ITY ENGINEER WARING DRIVE, WEST OF COOK STREET, 9.6' PALM DEBT, CA =W-2578 MARK GREENWOOD IRRIGATION PUMP STATION FILE NUMBER WEST OF WESTERLY PCR TeWphone: (7W) 346-M R.E.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE D TE 05 JMM 57989 6/30/2006 CONDINT AND PANEL_ 9C'a-EDU�Es l 2 5? --2`� Fax= (7W) 341-70�8 E11023 6/30/07 /b• 13 • . L N G 1 +24C -C L N 120VAC INCOMMING POWER 21 201 15A �� 2A CRP TO LINE 201 22 /-� + - RESET OPERATOR 202 PSL-1 -1 INTERFACE TERMINAL ALLEN BRADLEY 3 15A 23 PANELVIEW 550 203 PSH-1 PART #2711-T5A8L1 4 24 FROM DH+ CRP-1 LN 68 204 5 0 FLUORESCENT LIGHT 25 PSL-2 205 I CRP -2 10A 6 r0 GFCI RECEPTACLE 26 206 PSH-2 1A 7 27 - TO LN1 207 CRP-2 1A 8 28 � 0 TO LN 1Q PSL-3 CRP 208 -3 1A 29 � TO LN 121 PSH-3 209 1A 10 CRP-3 30 40 0 0 TO LN 1811 210 11 31 CR�- CRP-1 211 -----i- P1 START/STOP TO LN 67 TO MCC 12 32 212 13 __ L 24VDC N CR2 CRP-1 POWER SUPPLY 33 — ----• 213 POWER ONE MODEL HD24-4.8A P2 START STOP P1 HI/LO 14 G 34 TO MCC > PRESS TO MCC • 4n 214 15 + _ 35 CR3 CRP-2 IN 215 �- 4A P3 START/STOP TO LN _Q77 --� TO MCC 16 36 216 17 CR4 _ CRP-2 37 r---f-- 217 ---�—� P4 START/STOP P2 HI/LO 18 38 TO MCC PRESS TO MCC 218 19 39 CRP-3 219 TO LN 113 20 40 220 CONTINUED ON NEXT SHEET +24C C T +24C _C CRP-3 221 -�--�- P3 HI/LO PRESS TO MCC CITY OF PALM DESERT DEP T T OF BUILDING SA F TY _ �6 � UNDERGROUND SERVICE ALERT Z 11 NO WORK SFNLL BE DONE ON TWIS SITE UNTIL BELOW AGENCY IS NOTIFIED RY OF INTENTION TO GRADE OR EXCAVATE. A OVAL BEGOVES N L L n ,c OQR 0N� S ECOn^E^ CALL TOLL �� � �, M$,� 2 L T s B ti C la �C P 14 1-800 41 MORAES/PRAM & ASSOCIATES Mu CONSULTING ELECTRICAL & MECHANICAL ENGINEERS � Exp. 6/30/07 227-2600 2131 PALOMAR AIRPORT RD., STE. 120 Jr �FCTRIQ1TWO WOFI P tiP YOU�O CARLSBAD CA. 92009 (760) 431-7177 9�FBEFOM OF cwll1 E- 10 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: N0. REVISION$ APPROVED DATE CPD BM 115 164.425 NGV029 ���� �� CITY OF PALM DESE CITY OF PAL 2 ADDED AUTOMATIC CONTROLS 10/6/05 City of Palm Desert �M M DESERT SHMT Lf CPD BRONZE DISK IN TOP OF CURB STAMPED PUBLIC WOWS DEPARTMEN SIGNATURE T DRAWN BY PROJECT: 720—01 OF - �'" '"115" LOCATED ON THE NORTH SIDE OF FRED 73 5'IO RED WAFT DIVE JOSEPH M. MORAES CAD ENGINEER CIVIC CENTER PARK SHM- s WARING DRIVE, WEST OF COOK STREET, 9.6' '? PALM DfT, CA 922W2578 MARK GREENWOOD IRRIGATION PUMP STATION FlLE NUMBER WEST OF WESTERLY PCR TiIIepIY w (M) 346-M R.E.E. NO. EXP. DATE DATE CHECK BY �: ��, � R.C.E. N0. EXP. DATE DA � TI� EW23 6/30/07 to• 13•o f JMM 57989 6/30/2006 0 1 05 WNTROL DIAGRAM 1 12 5"1 - 3 I +24C —C +24C —C +24C —C 41 CONTINUED FROM LAST SHEET 61 RACK 0 81 FROM LN 27 RACK 0 101 FROM LN RACK 0 SLOT 0 SLOT 1 SLOT 2 ALLEN BRADLEY ALLEN BRADLEY ' ALLEN BRADLEY ALLEN BRADLEY 42 1746—P3 SLC 5/04 1746—IB16 1746—IB16 POWER 62 PROGRAMMABLE 82 DISCRETE 102 DISCRETE SUPPLY CONTROLLER U1 INPUT MODULE INPUT MODULE 1747—L541 DS 43 _ 63 83 IN0 STATION 103 P2 RUN MCC INTRUSION INO L - - - J - - - J FUSE _ _ _ RUN FORC LSH STATION H I MCC 44 64 84 IN 1 I I FLOOD 104 L IN1 P2 VFD FAIL PLTR DH+ — — — MCC FILTER CP I �� I 45 65 BATT[:] RS232 85 40 FILTER 105 P2 IN BYPASS L — _ — J ALARM r MICRO L MCC RUN REM PROG I STAR I WELL PUMP I �� I IN3 P2 IN AUTO 46 0 0 66 86 IN3 CALL 106 — — — F - - - -� 47 67 87 ME MCC 1N4 WELL PUMP 107 CRP-2 IN4 P2 L _ _ J RUN PRESSURE DH+ PORT _ SHUTDOWN CHANNEL 1 r MCC 48 68 • 88 IN5 WELL PUMP 108 40 SPARE L _ _ - J OVERTEMP TO LN 24 • F MCC I F MCC 49 69 • 89 ( �� I IN6 WELL PUMP 109 1 IN6 P3 RUN — — — IN AUTO L - - - � _ _ _ ICALSENSE 1 MCC 50 70 90 IN7 IRRIGATION CALL 110 L — MEN IN7 P3 VFD FAIL L_ - - - J - - L MCC I I 51 71 91 41 SPARE 11110 t I IN8 P3 IN BYPASS 0 NOT —_ —_ —_ USED MCC I 1 -'1 I 52 72 92 INg SPARE 112 IN9 P3 IN AUTO 0 NOT - - - USED L MCC CRP-3 53 3A 73 DF1 PORT 93 I P3 CHANNEL 0 no I IN10 P1 RUN 113 IN10 �--� +24VDC L - -_ — J PRESSURE ° SHUTDOWN r MCC 54 74 0 ° 94 I IN11 P1 VFD FAIL 114 MEN IN11 SPARE DC COM ° L — ° 0 _� MCC_ I 55 75 ° ° 95 1 �` 1 IN12 P1 IN BYPASS 115 INS IN12 SPARE GROUND CHASSIS — — — GROUND ° r MCC I 56 76 96 IN13 P1 IN AUTO 116 IN13 SPARE CRP-1 57 77 97 4E P1 117 IN14 SPARE PRESSURE SHUTDOWN 58 78 98 IN15 SPARE 118 IN15 SPARE DC DC 59 79 99 COM 119 COM DC DC 60 80 100 COM 120 COM NOTES: 10 WIRE DOOR SWITCHES IN PARALLEL FOR STATION INTRUSION. CITY OF PALM DESERT UNDERGROUND SERVICE ALERT ,,, No WORK � � DONE ON THIS SITE BELOW AGENCY IS NonFrEo D E PAR NT O F B U I L D I^:G & S A F E�"`' OF INTENTION TO GRADE OR EXCAVATE 24 CALL TOLL FREE- ���`` QN M Mo F, MORAES�PHAM & ASSOCIATES �" INOT °ORDER = 1 800 OW -'No. E11023(0 � 2 AL K SNA BE APPROVE � c - 6Q ' = x . 6 3007 a CONSTRUED TO BE A P_ ANY VIOLA'ION O 227_20 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS E * � �4 TwOV DAYS 2131 PALOMAR AIRPORT RD., STE. 120 `rI9 f FCTRIC'PP &CITY OR71NAti'CFcWOFJ(M BEFOW YOU M CARLSBAD CA. 92009 (760) 431-7177 PF OF chlll d� -- - - PLANS MUST BE K F E— 11 BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: NO. REVISIONS APPROVED DATE $ate, , JM CITY Of PALM DES RT CITY OF PALM DESERT SHEET — CPD BM 115 164.425 NGVD29 City O f P C I m D e s e r t 2 ADDED AUTOMATIC CONTROLS 10 6 05 PROJECT: 720-01 LOCATION: PUBLIC WOWS DEPAMMENT mxu--oDRAWN BY R. OF 20 CPD BRONZE DISK IN TOP OF CURB STAMPED F SIGNATURE CIVIC CENTER PARK sHEM 115" LOCATED ON THE NORTH SIDE OF FRED 73—M FRED WARO DRIVE JOSEPH M. MORAEs CAD J CITY ENGINEER IRRIGATION PUMP STATION FILE NUMBER WARING DRIVE, WEST OF COOK STREET, 9.6 � PAW Dom, CA 92260-2578 MARK GREENWOOD WEST OF WESTERLY PCR ; � Tebph0fw (7W) 346-M R.E.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE DAV t25 � -32 Fax (760) 341-1 E11023 6/30/07 %• 13• o s JMM 57989 6/30/2006 1011e,105 DIAGRAM 2 +24C -C 121 FROM LN 29 RACK 0 141 RACK 0 161 181 FROM LN 30 DISCRETE 3 SLOT 4 SLOT 5 RACK 0 ALLEN BRADLEY ALLEN BRADLEY ALLEN BRADLEY 122 1 SCRET 8E 142 1746-N14 162 1746-NO41 ANALOG ANALOG 182 OUTPUT MODULE INPUT MODULE OUTPUT MODULE + L FLOW 120VAC STATION METER FROM FLOW 123 143 163 (FT) �183 -A CHANNEL N 124 VDC 144 SHD 164 Ea 184 CHANNEL P1 SPEED 0 SETPOINT 125 OUTO CR1 (31)TART/STOP RELAY 145 0 1 TO MCC 185 165E :TL FROM STATION LN 185 0 FLOW TO 126 OUTI CR2 lIP2 START/STOP RELAY 146 LN 145 (33) or 1 166 186 127 OUT2 CR3 (35j START/STOP RELAY 147 � 167 2 187 P2 SPEED 1 SETPOINT 128 OUT3 CR4 P4 START/STOP RELAY 148 TO MCC 0.125 (37) 3 3 FROM DISCHARGE 168 188 + PRESSURE LN 192 1 PRESSURE TRANSMITTER PRESSURE E 129 OU T4 SPARE 149 (PT) 4 169 189 - 130 OUTS SPARE 150 5 170 EaWill 190 P3 SPEED —_ 2 SETPOINT 131 OU T6 SPARE 151 TO MCC g 171 5 191 2 SPARE TO 132 LN 14� OUT7 SPARE 152 7 172 or 192 133 153 g 173 6 193 3 SPARE 134 154 g 174 7 194 3 SPARE 135 155 10 175 195 136 156 11 176 196 137 157 SHD 177 197 138 158 178 198 139 159 179 199 140 160 180 200 NOTES: O1 WIRE DOOR SWITCHES IN PARALLEL FOR STATION INTRUSION. CITY OF PALM DESERT 2 DEP NT OF BUILDING & SAFETY AP /i z UNDERGROUND SERVICE ALERT HIS A ROYAL BECOMES N LL 00!F NSPECT CN NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED I NO RECORDED 'NET 180 c_"`z �� ISSLAti�E c ;ti OF MENTION TO GRADE OR EXCAVATE ALL `C Q� APPPOI D PLANS `CIS A��R `A �rA CALL TOLL FREE: ��� M sty - _ SON-T t O r� 3E A ' F ANY ., � _tiv 1-800 MORAES/PRAM & ASSOCIATES kc: -'No. E11023L' - --- `- 227-26(1�1 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS * Exp. 6/30/07 vvvv 2131 PALOMAR AIRPORT RD., STE. 120 s'� �FCTRZCP �P aTM WOFKING � CARLSBAD CA. 92009 (760) 431-7177BEF-OW YOU 9 CALZ 12 E� lF BENCH MARK: ELEVATION: OF NO. ��/ E- $ APPROVED DATE PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: CPD BM 115 164.425 NGVD29 { CITY OF PALM DES T 2 ADDED AUTOMATIC CONTROLS 10/6/05 City o I Pclm Desert JM CITY OF PALM DESERT LOCATION: SHEET PUBLIC WC KS DEPARTMENT *Aw DRAWN BY PROJECT: 7 2 0—01 f CPO BRONZE DISK IN TOP OF CURB STAMPED SIGNATURE _ "115' LOCATED ON THE NORTH SIDE OF FRED •� - �_ 73-510 � WARM Q� JOSEPH M. MORAES CAD TER PARK �r8 CIVIC CENTER WARING DRIVE, WEST OF COOK STREET, 9.6' Y ENGINEER WEST OF WESTERLY PCR � P14LM DC-�T, CA 9►2260-2578 CITY GREENWOOD IRRIGATION PUMP STATION FILE NUMBER R.E.E. N0. EXP. DATE DATE CHECK BY T R.C.E. NO. EXP. DATE D E IRRIGATION CONTROLLER lI�'10�1� (��� ��6"�6'h Fax (7W) 341-1 E = 6/30/07 /0• l3.05- JMM 579e9 6/30/2006 (o a5 COM�OL. DIAGRAM 3 l 2 5 7 — 3 s/ EQUIPMENT LIST ITEM DESCRIPTION 36" A NEMA 4X S.S. ENCLOSURE 36"X36"12" B BACKPANEL 33"X33" F-o-1 0 C SEVEN SLOT PLC RACK 33" D 24VDC POWER SUPPLY J E WIRE DUCT 5"X2" F CIRCUIT BREAKERS AND RELAYS A B G TERMINALS BLOCKS H GFCI RECEPTACLE AND LIGHT SWITCH I POWER AND INSTRUMENTATION GROUND BARS °- V) > > w J 18" FLUORESCENT LIGHT � o o � 0 0 0 w o � � M M M K OPERATOR INTERFACE TERMINAL 0 � o Q o Q E L PILOT LIGHT a M RESET PUSHBUTTON 1 ENGRAVING SCHEDULE ITEM LINE 1 HxWxLTR 1 IRRIGATION CONTROLLER 1-1/2"x8"x3/8" K 2 P1 PRESSURE SHUTDOWN 1"x2"x3/16" F 3 P2 PRESSURE SHUTDOWN 1"x2"x3/16" 36" 33" 4 P3 PRESSURE SHUTDOWN 1"x2"x3/16" 5 PRESSURE RESET 1"x2"x3/16" NOTE: ALL NAMEPLATES BLACK WITH WHITE LETTERING 0 0 0 L L O 0 0 O H II _ a _ D 11 O O ENCLOSURE FRONT VIEW BACK PANEL . 2 CITY OF PALM DESERT DEPA OF BUILDING & SAFETY BY 1 APPP VA'_BECOMES NUL VOA IF INSPECT;0N IS ? -- ED :'r' ti -- DAvS OF ALL EVE_ S S - L N- - UNDERGROUND SERVICE ALERT NO WORK SHALL BE DONE ON THIS SITE UNT L BELOW AGENCY LS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. F Sjpy� CALL TOLL_ FREE= ti QN Mp�,9F�y 1_804 MORAES/PHAM & ASSOCIATES AND. E11023Ln 301 227_26Q0 CONSULTING ELECTRICAL & MECHANICAL ENGINEERS E$. 6/30/07 2131 T1MO WOFiKM DDAA S CARLSBAD CAR 2009 AIRPORT RD., STE. 120 *TgTF cCTR BEFOM YOU DK3 (760) 431-7177 OF OF CALL E- 13 NO. FVISIONS APPROVED DATE BENCH MARK: ELEVATION: PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY APPROVED BY: CITY OF PALM DESERT CITY OF PALM DESERT CPD BM 115 164.425 NGV029 City O f Palm Desert JM �r 2 ADDED AUTOMATIC CONTROLS 10/6/05 . Y LOCATION: DRAWN BY PROJECT: 720-01 � PC/BL./C VIVQRK3 LaEPAR�MENT SIGNATURE '-'"� ✓V r CPD BRONZE DISK IN TOP OF CURB STAMPED CIVIC CENTER PARKETB w� 115" LOCATED ON THE NORTH SIDE OF FRED 73�-M FRED WARNG DRIVE JOSEPH M. MORAES CAD MARK IRRIGATION PUMP STATION FILE NUMBER WARING DRWE, WEST OF COOK STREET, 9.6 p1' PALM DEBT, CA 92260-25T8 WEST OF WESTERLY PCR Te bphww (780) 346—M R.E.E. NO. EXP. DATE DATE CHECK BY R.C.E. NO. EXP. DATE D IRRIGAT�I C�TROL.LER Fax. (760) 3I -7M En= 6/30/07 0 •l3.os JMM 57969 12 5 -7 -3q 6/30/20oe 1011910C, LAYOUT DIAC�iAM