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Home My Public Portal About7E Veteran Memorial PlansAGENDA ITEM 7.E. PARKS AND RECREATION DEPARTMENT MEMORANDUM DATE: July 5, 2016 TO: The Honorable City Council FROM: Bryan Cook, City Manager By: Cathy Burroughs, Director of Parks and Recreation cJ; SUBJECT: REVIEW AND APPROVAL OF TEMPLE CITY PARK VETERAN'S MEMORIAL PLANS AND AUTHORIZATION TO BID RECOMMENDATION: The City Council is requested to approve the plans submitted by RHA Landscape Architects-Planners, Inc. (RHA) and authorize staff to solicit construction bids for the Temple City Park Veteran's Memorial (P16-02). BACKGROUND: 1. On January 6, 2015, the City Council directed staff to coordinate a 2015 Veteran's Day event with the City's cost not to exceed $5,000. 2. On April 16, 2015, the first of several meetings was held to plan the 2015 Veteran's Day event with a committee comprised of City staff, Councilmembers Sternquist and Fish, and members of the community. At that time, the committee discussed the possibility of installing a monument, dedicated to all veterans, in Temple City Park. 3. On August 4, 2015, the City Council, as part of the Temple City Park Master Plan review, discussed the possibility of a Veteran's Monument in Temple City Park. The Council requested staff return at a later date with additional information including a rough design and preliminary budget. 4. On January 27, 2016, staff received a rendering and cost estimate for a Veteran's Monument in Temple City Park from RHA. 5. On February 16, 2016, the City Council, during the mid-year budget review, approved the preliminary design from RHA for the Veteran's Memorial and City Council July 5, 2016 Page 2 of 3 allocated $130,000 for design and construction. 6. On April 13, 2016, the City entered into a Design Professional Services Agreement for Landscape Architectural and Construction Project Management Services with RHA in support of the Veteran's Memorial project in an amount not to exceed $17,800. 7. On May 6, 2016, RHA submitted the plans (80% completed) for the Veteran's Memorial to City staff for review. 8. On June 15, 2016, the Parks and Recreation Commission reviewed the plans from RHA for the Veteran's Memorial and recommended approval to the City Council. 9. On June 17, 2016, the complete plans were submitted to the City by RHA for review and approval. ANALYSIS: Since April 2016, RHA has been developing construction documents for the Veteran's Memorial. Attached to this staff report are a rendering of the memorial as currently planned (Attachment "A") and the construction documents for the project (Attachment "B"). The location of the Veteran's Memorial is consistent with the Temple City Park Master Plan. The plans, as presented, are consistent with the concept approved by the City Council in February 2016 with one minor change. The flag poles for the five branches of the armed services have been relocated from the west side of the main flag pole to the east side. This allows those flags to be adjacent to the park instead of the parking lot. The flags will be more visible from Las Tunas and will have a much nicer backdrop on the east side of the memorial. The City Council is requested to approve the plans for the Veteran's Memorial and authorize staff to solicit construction bids. The plans for the Veteran's Memorial have been submitted to the City's Building Department for review and approval. The review process is expected to be completed by July 8, 2016. Because the City has elected to become subject to the Uniform Public Construction Cost Accounting Procedures, public projects of $175,000 or less may contracted by informal procedures. Section 2-11-4 of the Temple City Municipal Code (TCMC) identifies the informal procedure required. A notice inviting informal bids shall state the time and place for the submission of bids and describe the project in general terms with an explanation of how to obtain more detailed project information. The notice shall be sent to all construction trade journals in accordance with Public Contract Code section 22036 not less than ten (10) calendar days before bids are due. City Council July 5, 2016 Page 3 of 3 To allow the project to be completed by the November 11, 2016 Veteran's Day Event, an expedited schedule has been developed as specified below: Oati;l{s) • •. ·.·•.. ····.•·.•·.··· ··.· .... ···.·.. ·.·. •·. J ·< .•··· •.•• .·•·• •. . .. ·.· ··•··.· .·. . . . . . .. ·. . City Council approval of plans and authorization to solicit July 5 construction bids July 14 Bid Notice published/sent to plan rooms July 14-August 2 Project Bidding ( 18 days) August 2 Bid Opening August 16 Citv Council awards construction contract August 29-October 31 Construction (9 weeks) November 11 Dedication CITY STRATEGIC GOALS: Approval of the plans for the Temple City Park Veteran's Memorial will promote or further the City's Strategic Goal of Quality of Life. FISCAL IMPACT: Funds in the amount of $130,000 were included in the Fiscal Year (FY) 2015-16 Capital Improvement Program (CIP) budget for this project. $120,000 has been carried over to the FY 2016-17 CIP budget. The architect's preliminary construction cost estimate for the project at this time is approximately $110,000. ATTACHMENTS: A. Rendering of Veteran's Memorial B. Temple City Veteran's Memorial Plans-RHA Landscape Architects-Planners, Inc. ATTACHMENT A .TEMPLE CITY PARK VETERANS MEMORIAL Revised Design Rendering Temple City Veteran's Memorial 9701 Las Tunas Drive Temple City, CA 91780 Owner City of Temple City 9701 Las Tunas Drive Temple City, CA 91780 (626) 285-2171 Contact: Cathy Burroughs GENERAL NOTES GENERAL NOTES 1. THESE NOTES SHALl 6E USED IN CONJUNCTION IMTH THE PlANS AND 1WY DISCREPANCIES SHALL BE BROUGHT TO THE AITENTION OF THE lANDSCAPE ARCHITECT AND THE DISTRICT. 2. All1MlRK SHALL 6E PERFORMED ACCORDING TO CURRENT STANDARD SPECIFICATIONS FOR PU6UC INORKS CONSTRUCTION, UNlESS OTHER'MSE NOTED. 3. THIS WORK SHAll 6E INSTAllED 6Y A liCENSED CONTRACTOR 'MiO SHAll CARRY WORKMAN"$ COMPENSATION, PUeUC UAeiUTY AND PROPERTY DAMAGE INSURANCE AS REOUIRED BY lAW. 4. CHECK FOR EXISTING UTiliTY lOCATIONS PRIOR TO EXCAVATION 1MlRK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 T1Ml WORKING DAYS PRIOR TO CONSTRUCTION. 5. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE liCENSED PERSONNEL. ALL PESTICIDE APPliCATIONS REQUIRE A P.CA RECOMMENDATION. 6. THE CONTRACTOR SHALl BE RESPONSieLE FOR THE ClEARING OF THE PROPOSED 1MlRKAREA, AND RELOCATION COSTS OF All EXISTING UTILITIES. CONTRACTOR MUST INFORM THE lANDSCAPE ARCHITECT AND DISTRICT OF CONSTRUCTION SCHEDULE AT lEAST 48 HOURS PRIOR TO 6EGINNING OF CONSTRUCTION. NO. Landscape Architect RHA Landscape Architects-Planners, Inc. 6800 Indiana Avenue, Suite 245 Riverside, CA 92506 Doug Grove, Principal (951 ) 781-1930 ext 121 GENERAL INFORMATION VICINITY MAP '""'""'"' '' • 'II& {'c~• 1 vJf'"'P c~ ..... \ r ..... ~r ,.40, .. \ l«v~·4·~ ,_,.., ! I r n l u.-w., ... ,~ I r . I f i ! ~ l .. x~~o~ ... Ten. I! Citr\ \ ~1'&1311 .. \ ) \~'h\un. Y t \. ~ . I t ,.,., ... "'"" ' r \ l Q I t \ l .y ~ I l" I 1 tt:,l1'0~\) .... .. . . I • PROJECT SITE REVISIONS KEY MAP REVISION FOR BY DATE APPROVED BY PROJECT SITE .,.,.:~u"-' lu'uurt< ,.,, t ..• J i}Y'.Ar••'-• ' • ~ 'tj\.lfl \,.9" ... ,, \ .. .. M l N.T.S. ATTACHMENT B CONSULTANTS ELECTRICAL ENGINEER JCA ENGINEERING, INC. 8048 Palm Avenue Highland, CA 92346 (909) 864-0223 (909) 864.02BOFAX CONTACT: James Corns STRUCTURAL ENGINEER T&B ENGINEERING, INC. 4344 Latham St., Suite 100 Riverside, CA 92501 (951) 684-6200 (951) 684-6226 FAX CONTACT: Mar1< Ballou cv DP CP LP D-1 D-2 S0.1 E-1.0 E-2.0 SHEET INDEX COVER SHEET DEMOLITION PLAN CONSTRU CTION PLAN IRRIGATION & PLANTING PLAN DETAILS DETAILS STRUCTURAL DETAILS ELECTRICAL PLAN ELECTRICAL DETAILS & SPECS Underground Service Alert cou. ....... vou ... CALL: TOLL FREE 1-800 422-4133 TWO WOfl)GIIC DAYS BEFORE ¥0\1 OIC . l • f I E 0. "' " ... ~ ~ ~ 6800 Indiana Ave, Suite 245 Riverside, CA 92506 (951) 781.1930 ph (951) 686.8091 fax Lie 1512 ww\v.rhala.com .X w ~ 0 t; w ~ >. 0 -Q) <0 0 > r-- (§ ...- Q) en 0.. Ul<( E ~() Q) ::J ~ .... f--Ul () '+-ro Q) 0 -l c. >....-E -0 0 r--Q) en .... 0 Q)(() >I'-;§a; Ul<( ~() ::J :>: ~---~ UI O ro QJ -lc.. ...-E 0 Q) :;; .... ~~~~ REVISIONS DATE BY ! ~~~~--~~~ ~ ~--------4---~ . c ~ ! Z: u . "li. E ~ ;===~~ SHEET TITlE ~ 0. ... i t 0. .(. z . COVER SHEET 100% PLAN CHECK SET NOT FOR CONSTRUCTION ~ ~------------~ .., u E cv . c ~~----~~~~~~======~====~~-~~~~~~~~~~~====~~~~==~~==~--------=--~----~==~L-~~------------~~~~------~~~============~====~~====================~~~========--~1 ~ ~--~==~----~J 1 Of 9 SHEETS Underground Service Alert ® C>U. IMTOO£ YOU 010 CALL: TOLL FREE 1-800 422-4133 EXISTING ITEMS TO REMAIN BID STATUS SYM. QTY. DESCRIPTION BASE BID §] LS EXISTING BENCH PROTECT IN PLACE BASE BID §] EXISTING MONUMENT LS PROTECT IN PLACE BASE BID §] EXISTING IRRIGATION VALVE LS PROTECTIN PLACE BASE BID §] LS EXISTING TREE PROTECT IN PLACE BASE BID @] EXISTING CONCRETE PAVING LS PROTECT IN PLACE EXISTING ITEMS TO BE RELOCATED BID SYM. QTY. DESCRIPTION STATUS BASE BID ~ 2EA EXISTING IRRIGATION VALVES TOBE RELOCATED PER IRRIGATION PLAN BASE BID ~ 1 EA EXISTING FLAG POLE TO BE RELOCATED PER CONSTRUCTION PLAN ~ RELOCATE EXISTING IRRIGATION HEADS AND BASE BID LS LATERAL LINES TO EDGE OF NEW MOW CURB AT BASE OF WALL DEMOLITION ITEMS BID SYM. QTY. DESCRIPTION STATUS BASE BID @ 300SF REMOVE EXISTING TURF BASE BID @ 65 LF REMOVE EXISTING CONCRETE WALL @ REMOVE EXISTING LANDSCAPE & IRRIGATION BASE BID 285SF CAP EXISTING IRRIGATION FOR USE DURING CONSTRUCTION. BASE BID @) l EA REMOVE EXISTING CONCRETE BENCH BASE BID @ l EA REMOVE EXISTING FLAG POLE & PATCH CONCRETE PAVING TO MATCH EXISTING. SALVAGE EXISTING BRASS PLAQUES ON CONCRETE PEDESTAL AND RE·INSTALL PER DETAIL "F".SHEETCD·1 @ REMOVE EXISTING CONCRETE PAVING. REFER BASE BID 190SF TO DETAIL 8. SHEET SO. I FOR SA'M:UTTING QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING MATERIAL IN ALL AREAS AS DESIGNATED ON PLAN AT NO ADDITIONAL COST TO THE DISTRICT. DEMO LITION NOTES 1. CONTRACTOR SHALL VERIFY OF ALL UTILITV LOCATIONS IN FIELD PRIOR TO DEMOLITION AND CONSTRUCTION WORK. SYM. SYM. SYM. = ]~T!lli =m~ = [3] . 2. REMOVE AND LEGALLY DISPOSE OF ITEMS, EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, OR REINSTALLED. ALL IRRIGATION MATERIALS SHALL REMAIN PROPERTY OF THE DISTRICT. DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED. RECYCLED, OR DISPOSED FROM PROJECT SITE IN AN APPROPRIATE AND LEGAL MANNER. 3. LEGALLY TRANSPORT AND DISPOSE OF MATERIALS TO A TRANSFER STATION OR DISPOSAL FACILITY THAT CAN LEGALLY ACCEPT THE MA TERIAJ..S FOR THE PURPOSE OF DISPOSAL. 4. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES. AND LANDSCAPING THAT ARE DESIGNATED TO REMAIN IN PLACE. 5. CONTRACTOR SHALL PROTECT STORM WATER DRAINAGE FACILITIES FROM POLLUTION RESULTING FROM CONTRACTOR'S ACTIVITIES FOR THE DURATION OF THE PROJECT. o· 10' 20' 30' ~ l J I f J •t a 6800 Indiana Ave, Suite 245 Riverside, CA 92506 H (951) 781.1930 ph J• (951) 686.8091 fax J Uc 1512 h H •t w .. vw.rhala.com ii . H .. ll ii >-0 ...... Q) co .t 0 > 1'--t· ;§ ~ Q) (J) ll 0.. II) <( I! E ro 0 c Q) :::1 ~ ~I Di I-f-0 i: w II) i '+-ro Q) 0 0 ...J 0. fJ >-~ E ;. ...... 0 0 ..... Q) ·' (J) f-lj i, H 0 ro ·c 0 0 Q) co > ..... E ;§ .,.... Q) (J) & ~~ II) <( ;;; ro 0 0 c ,;; (/) :::1 i--c f-.. Q) Q) II) 0 ~ c. ro Q) ,__ ...J 0. "' E Q) ~ " -~ E w Q) Q) 0 c ~ t-> 1'--Q) ~ n. (J) f- .. 0 REVISIONS DATE BY ~ :0 ~ >: "' / a "' 0 ~ "' c: ·~ ~ ::l M c ~ : !£ 0 .. a. E :. ~ :0 ~ SHEET TITLE a. DEMOLITION .. PLAN i 100% PLAN CHECK SET e NOT FOR CONSTRUCTION .. -c DESIGNED z DG ;; DRAWN DG i;: "' CHECKED DG c ~ DATE 0 6-8·16 : SCAL£ PER PlAN .c JOB NO. "' 16114 0 .E .. '1: SHEET 0 .c DP u c . or 9 SHEETS c 3 QTY. SEA BASE 0 125LF BID BASE 0 119LF BID BASE 0 63LF BID BASE 0 1EA BID BASE 0 LS BID BASE 0 2EA BID BASE 0 LS BID BASE 0 LS BID DESCRIPTION Underground Service Alert ®CAU.81100£YWDIO CALL: TOLL FREE 1-800 422-4133 REMARKS/DETAIL SUPPLIER FURNISH AND INSTAU 35' FLAG POLE MODEL IPI•RCC35070156 (1" BASE, 3.5" TOP) DETAIL 'A', SHEET C0-2 INTERSTATE POLE INDUSTRIES WALL THICKNESS: 0.156, UNFLAGGED 'MND DETAIL 12, SHEET S0.1 (800) 632-7707 SPEED: 184, FLAGGED 'MND SPEED: 120, INCLUDE ARMED SERVICE FLAG FOR EACH POLE (ARMY, MARINES. NAVY, AIR FORCE, COAST GUARD), FLAG SIZE: 6 x 10 CONSTRUCT CONCRETE MOW CURB CONSTRUCT WALL · TYPE A CONSTRUCT WALL-TYPE B INSTALL RELOCATED FLAG POLE PER NOTE ON DEMOLITION PLAN. INSTALL IN NEW POLE SLEEVE AVAILABLE FROM INTERSTATE POLE INDUSTRIES CONSTRUCT CONCRETE WALL AND PAVING 'MTH DESIGN DETAIL 'C. SHEET CD-1 DETAIL'/>! & 'C, SHEET CD-1 DETAIL 4 & 6, SHEET S0.1 NA NA DETAIL 'B' & '0', SHEETCD-1 NA DETAIL 4 & 7, SHEET S0.1 DETAIL 'B', SHEET C0-2 DETAIL 12, SHEET S0.1 DETAIL 'E' & 'F', SHEETC0-1 INTERSTATE POLE INDUSTRIES (800) 632-7707 N.A RELOCATE EXISTING VALVES TO THIS LOCATION DETAIL 'C, SHEET co.2 N A PER NOTE ON DEMOLITION PLAN . . EXISTING MONUMENT TO REMAIN PROTECT IN PLACE EXISTING BENCH TO REMAIN PROTECT IN PLACE NA NA N.A. NA BASE @ CONSTRUCT 4" THIC CONCRETE PAVING, I. 10 160 SF NATURAL GRAY 'MTH EXPOSED AGGREGATE DETAIL 'A', SHEET CD-2 N.A ,-J' ~B-IO--f---~------~F~IN~IS~H~----------------------~--------------~~------------~ _.~~·-' B~I~E @ 13 EA UPLIGHT PER ELECTRICAL PLANS { I ~~~---~------------------~---------~---------~ ALL DETAILS AND NOTES ON SHEET SO. 1 APPLY TO CONSTRUCTION OF THIS PROJECT t 1 } ; \\ J~r \...'-j ....... ._....,. ,,.._......._,.J PER ELECTRICAL PLANS PER ELECTRICAL PLANS o· 1o· 2o· 30' ~ 6800 Indiana Ave, SUte 245 Riverside, CA 92506 .. .. 0 (951) 781.1930 ph (951) 686.8091 fax Uc1512 WNW.rhala.com ro ·;:: 0 E (I) Z'~ G en ID -c -(I) Q.I-E2 Q) (I) f-> REVISIONS DATE BY i ~--------~--4-~ ~ ~--------~--4-~ -;; < ~ 1;:::==~~ ;; " c ~ • > ~ """::::::::::=::::::::==:; ;;.....- ;;; SHEET Tin£ o. CONSTRUCTION "' PLAN t 100% PIAN CHECK SET 'F NOTFOR CONSTRUCTION II .. <: z DESIGNED 00 ii: DRAWN 00 ~ r C-H-EC-K-ED-----------j l r-~--ff------~--1-6----l 1--------11 '¥' SCALE PER PLAN ~ r---------------4 "' JOB NO. 16114 ~~~~ o..--'C 0 ~ u c SHEET CP IRRIGATION ITEMS BID STATUS SYM. QTY. BASE BID B 1 BASE BID [!] LS BASE BID §] 2 BASE BID ~ LS BASE BID ~ LS \J ~ c -z.. DESCRIPTION REPlACE THE EXISTING CONTROl VALVE THAT SUPPLIES THE CENTER PLANTER IMTH NEW DRIP VALVE. REPLACE VALVE BOX IMTH NEW RAINBIRD VB SERIES. USE EXISTING SLEEVE TO ROUTE PVC LATERAL PIPE TO CENTER PlANTER. IF NO SLEEVE EXISTS, EVALUATE CONDITION Of' THE EXISTING PIPE AND REUSE IF POSSIBLE. EXISTING IRRIGATION VALVE AND ASSOCIATED PIPING/ WIRE TO BE RELOCATED AWAY FROM NEW WALL AT LOCATIONS Of' NEW WALLS, REPlACE THE EXISTING PERIMETER TURF HEADS IMTH NEW EQUIPMENT. INSTALL NEW LATERAL PVC PIPE ALONG PERIMETER ARC OF THE NEW WALL CONNECTING BACK TO THE EXISTING VALVE ZONE. OFFSET DRIPLINE 4.5" FROM EDGE OF PLANTER, SPACE ROWS OF TUBING 9" APART. INSTALL FLUSH VALVE AS SHOWN. IRRIGATION SCHEDULE r··--------------1 --------- IAANUFACTY~OOEUQESCRIPTION RAIN BIRD 18~AAt.PRS AOJ TURF SPRAY6· POP-UP SPRINKLER, CHECK VALVE.. AND PRESSURE REGULATING. MANUFACTURERIMOOELJOESCRJPTION RAIN BIRO XCZ-LF-I()()..pRF LON FLQIN DAJP CONTROL KIT, 1• LOW FLOW VALVE. 3/4-PRESSURE REGULATING RBY Fll TER, AND 30PSI PRESSURE REGULATOR. DRIP FLUSH VALVE 314• PVC BAll VALVE iN 10~ VALVE BOX. INSTAll VJU..VE AT ENO OF LATERAL RUN. AREA TO RECEIVE ORIPUNE NETAFIM TL.Ol--4-12(09} LANDSCAPE ORIPLINE. 0.•11GPH EMITTERS AT 12" O.C. ORIPUNE LATERALS SPACED AT go APAAT, WtTH EMITIERS OFFSET FOR TRlANGULAR PATTERN BURY TUBING 2" BELQI.N GRADE. MANUFACTURERJMOOElJOESCRIPTJON IRRIG6.TIOH LATERAL UNE: PVC SCHEDULE 40 --------PIPESLEEVE;PVCSCHEOUlE40 rt'PICAl PIPE SLEEVE FOR IRRIGATION PIPE PIPE SLEEVE SIZE SHALL BE lVVICE THE DIAMETER OF THE PIPE. Vot~ Callout Ql)'-::: =-· 1 -Valo•Siu 1-4 IRRIGATION PLAN GID-2 010-2 PLANT SCHEDULE GROUND COVERS Q!Y BOTANICAL NAME I COMMON NAME 141 SF SEOUM X 'OAZZLEOERR'r/OAZZELSERRY STONECROP 4•ror a·o t" <> \J ~ ~~ z ~ ) • G), ) \(~ ? 0 t., -\ l ~ 1 \ '\ ) 1 ':\ PLANTING PLAN Underground Service Alert c;u BfTOR£ YOU 01C CALL: TOLL FREE 1-800 422-4133 C1 1C1 20' 30' ~ ~ ~ ,. .. 0 "' ,; 0 c -': 6800 Indiana Ave, Suite 245 Riverside, CA 92506 (951) 7B1.1930 ph (951) 686.8091 fax Llc 1512 ffi i 0 t3 w ~ Q. >. --0 Q) Ci. E Q) 1- '+-0 >. +-' 0 ro ·c 0 E Q) z.~ 0 (/) Q) -c -Q) O.'-E2 Q) Q) r-> REVISIONS Q) > ·;:: 0 til ro c :::1 I- til ro ...J 0 I'-en 0 co I'- Oi <( () ;:. 0 Q) a. E ~ DATE BY ~ ~ 1------------~r---+--t ~ ~----------~1---+--1 3 ~------t--t-i ·~ 0 ~ :z ~ SHWR~TION & : PLANTING / PLANS ~ 100% PLAN CHECK SET l ~N=O~T~F=O~R~CO=N~ST~R~U~C=T=IO=N~: ~r :z ~ DESIGNED DRAWN CHECKED DG DB DG • ~------------------~1 ~ 0 .c 0 c DATE SCALE JOB NO. 6·8-16 PER PLAN 16114 LP ~ Of 9 SHEETS e L-----------------~J ~FLAGPOLE ARMED SERVICES PLAQUE (12" X 24"). BRASS WITH ENGRAVING TO BE DETERMINED BY CITY. EPOXY TO BLOCK. WALL CAP PER DETAIL 'C' THIS SHEET STONE VENEER PER DETAIL 'C', THIS SHEET CONCRETE PAVING -- ~~W~.a-~~~:L~--~TY~P~E~A--~E=L=E~VA~T~IO~N~--------------------------------------------------------------------------------------------------------------------------------------- r ------------------------------Jt"-5"------------------------------.., WALL CAP PER DETAIL '0', THIS SHEET STONE VENEER PER DETAIL '0', THIS SHEET ~ PRE-POURED CONCRETE PANEL WITH TEXT EXISTING CONCRETE PAVING / r--10"' HIGH TEXT, TIMES NEW ROMAN, INSET INTO CONCRETE 1· THIS DRAW'ING SHOWS ONE--HALF OF THE ENTIRE CIRCULAR WALL THE CONCRETE PANEL AND TEXT ARE TO BE CONSTRUCTED ON BOTH SIDES. EXACT ORIENTATION OF PANEL AND TEXT Wlll BE DETERMINED IN Tl-iE FIELD DURING CONSTRUCTION Vv'ITH THE CITY AND LANDSCAPE ARCHITECT ~~:~~~:~~--~TY~P~E~B ____ E=L=E=V~A=T~IO=N~------------------------------------------------------------------------------------------------------- 40' ~---RELOCATED FlAG POLE COLORED CONCRETE PAVING VVlTH DESIGN PER DETAIL 'F', THIS SHEET CONCRETE WALL PRE-POURED CONCRETE PANEL WITH TEXT 5~ HIGH TEXT, TIMES NEW ROMAN, INSET INTO CONCRETE 1~. ENTIRE TEXT TO READ: TEMPLE CJT\' IS PROUD TO HONOR OUR VETERANS WAll-TYPE 8 PER DETAIL THIS SHEET IF==M~~~~~~~~~----~ THIS DRAWNG SHOWS ONE-HALF OF THE ENTIRE CIRCULAR WALL THE CONCRETE PANEL AND TEXT ARE TO BE CONSTRUCTED ON BOTH SIDES. EXACT ORIENTATION OF PANEL AND TEXT Vv'lll BE DETERMINED IN THE FIELD DURING CONSTRUCTION WTH THE CITY AND LANDSCAPE ARCHITECT 24" ~---------------------IZ --------------------~ CONCRETE WALL & PAVING WITH DESIGN-ELEVATION 112'"•1'..()' CONCRETE SHAlL HAVE ACID WASH FINISH.. COLOR Stw...L BE SCOFIELD LITHOCHROME TINTURA STAIN \VIni SCOFIELD SELECTSEAL PLUS SEALER. CONTRACTOR SHALL PROVIDE COLOR CHART TO CITY AND lANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION_ A 2' x 2' SAMPLE OF EACH COLOR St-W..L BE POURED ON SITE AND APPROVED BY CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALlATION TEXT PANEL PER DETAIL AT LEFT UPLIGHTPER ElECTRICAL PLMS 1997 PLAQUE FROM EXISTING FlAG POLE BASE. EPOXY TO CONCRETE REO COLORED CONCRETE TEXT PANEL PER DETAIL AT LEFT CONCRETE WALL & PAVING WITH DESIGN-PLAN 3.18'•1'.()" WAJ.LCAP-----"\ COLOR AND STYLE TO MATCH SIGN AT CORNER OF LA TUNAS OR. & GOLDEN '~JEST AVE. STONE VENEER ------.... ~;::;~::::~:~;r-----~ ElDORADO STONE COLORADO RIVER ROCK CONCRETE PAVING FOAM EXP.ANSION JOINT REFER TO DETAIL 6, SHEET 50.1 FOR WALL REBAR AND NOTES 90% COMPACTED SOIL {(0~W~A=LL~--TY~P~E~A~--~S=E=CT~I=O~N ______________ _ ~fiTS WALL CAP------- COLOR AND STYLE TO MATCHSIGNATCORNER OF LA TUNAS DR & GOLDEN \NEST AVE. EXISTING PAVING FOAM EXPANSION JOINT 2500 PSI MIN. COOCRETE FOCmNG REFER TO DETAIL 7, SHEET S0,1 FOR WALL REBAR AND NOTES PLANTER COMPACTED SOIL ®~W~A=LL~·~TY~PE~B--~S~E=C~T~IO~N~------------- rns . I 1 i I 6800 Indiana Ave, Suite 245 ,, Riverside, CA 92506 -If (951) 781.1930 ph i! (951) 686.8091 fax .:: Uc1512 h ,. !ii w.vw.rhala.com •1i ii iJ lt'i .. !l .. >. 0 l! -Q) CXJ ~f u > 1'-..... }• Q) (§ ()) 1t 0.. (/) <( co 0 1! E c l! Q) ::J £-~I 0: 1-f-0 i! "" (/) z '+-co " "' 0 ...J QJ 0 0.. if >. 0 E t! ~ 1'-QJ .{ u i! ()) f- i, H .. rn ·c 0 0 Q) CXJ > 1'- [ E (§ o; .. Q) (§ • Z'-2 Ill co u c "' If) ::J £-~ -c f-0 Q) Ill 0.. Q) co Q) .; ,_ ...J 0 "' E Q) 0.. c f;l ....., 0 E ~ a Q) Q) 1'-QJ "' I-> ()) ~ a. . "' 0 0 0 REVISIONS DATE BY ;!. .. ~ ll2 / 0 < ~ < ~ ·;: ~ 2 . c 0 0 0 > ~ 5 0 t ,! ;!. ;;; ;.; SHEET TITLE a. DETAILS "' ~ 100% PLAN CHECK SET "f. NOT FOR CONSTRUCTION ~ DESIGNED z DG • DRAWN DG ~ ~ CHECKED DG c .• ~ 0 DATE 6-8-16 SCALE PER PLAN 0 0 .c JOB NO. (I> 16114 g ·;;, ~ SHEET .c D-1 u c . OF 9 SHEETS c 8.. ' PVC 1.\Al/lWlE. ------1 PIPE FROf.t VALVE FROM HAROSCAPE. ~ TYPICAL VALVE, ASSEMBLY, SIZE AS 4' FROM PLANTED ____l___L_ TYPICAL LATERAL? TYPICAL OFFSET r ~~~~=i.JRE PERPlAflS AREA.~ ___ JI ::,::T::FSET v u -SUPPLY 2'FROI,\ H lrTYPICALI·IITMitllf.IUMSUPPl.,____ 1-t MAillfOLD;,t__..... HAROSCAPE, "' MAl II FOLD. DRILL HOLES VIUH :!1 FROM PLAIITEO •xPAIIOO'" IUSERT ADAPTERS FOR AREA. ORIPLINE SUPPLY MAW FOLD. ORIPUIIE SPACltiG AS -r-......_ tiOTED. Et.UTIERSOFFSET ~· w FOR TRIAtlGUlAR SPACitiG. g 111-----lli-~---li!-TYPICAL TECHLUIE CV TUSU·~H!-----~11 ~ LATERALS 'Mn-1 EMmER !j§ ~· SPACIUG AS llOTED. STAPLE (TLS6) AT All TEES. ELLS, AIIO AT5' O.C.ATClAY,4' D.C. AT ::z 1.1.1 LOAM,OR3'0.C.ATSAtiO. "'"' J ~ I _,...-t-I.IArlUAlllflE FLUSHitlG ~~ ~~ V VALVE PLUMBED TO EXHAUST HEADER, AS FAR FROM THE SUPPLY ~ HEADER AS POSSIBLE. AT ~!~~~~i~~-:~~us(1(J:'I:::C:.'J=ll=::'==:'l::[j EtiD. EXHAUST M.AUIFOLD. EXHAUST J.WIIFOLO. END FEED EXAMPLE CENTER FEED EXAMPLE ® DRIPLINE LAYOUT tHS (;\ NOTUSED 0f--ms ______ _ ® NOTUSED K 1-NTS ______ _ MAXIMUM LATERAL LENGTH (FEET) HUTTER FLOW RATE GPH 12· SPACING 18' SPACING PSI 15 25 35 " 55 0.6 0.9 0.6 225 \94 351 325 249 <58 371 285 525 4\5 3\8 587 \25 96 639 WATER SOURCE! DRIP VALVE OR LATERAl FROM VALVE. TYPICAL SUPPlY HEADER. 09 273 351 402 449 488 (?)...___ MAUUAL UIIE FLUSHitiG VALVE PlUMBED 'i-' TO PVC OR POLY HEADER. TYPICAL TECH LitlE DRIPPER LmE TUBUIG. TYPICAL PVC OR POLY SUPPlY OR EXHAUST HEADER. fltUSHEO GRADE. lATERAL LitlE AtiD PVC TEE. 2~· SPACING 06 09 ... 343 577 "' 66\ 508 739 567 807 6\9 ISLAND LAYOUT ® ~~~_F SPRAY MARLEX ASSEMBLY CD NOTUSED I IHS IRREGULAR ODD CURVES 328413.56-25 SCHEDULE 30 PVC IIIPPLE, SETA.T 45 DEGREE ANGLE. 32&403.13--01 CONTROL AND NEUTRAL CONDUCTORS TAPE & BUNDLE TO MAINLINE@ 20'0.C. NOTE: CONTROL AND NEUTRAL CONDUCTORS SHALL BE INSTALLED WTH A MINIMUM OF 18" EARTH COVER ® PIPE AND WIRE TRENCH I ITS 328409.7&00 SET VALVE BOX T ABOVE FIWSHEO GRADE Of SHRUB AREA. 10" DIAMETER VALVE BOX PER SPECIFIC,\TIOUS 4" n-IICK LAYER OF WASHED GRAVEL THE BOX SHALL REST UPOII THE ROCK BED. 00 flOT EXTEND GRAVELIIHO BOX. Yt· GALVAUIZED MESH 'MRE ~~~~~,:~~~~~:.~L~U~S~H~V~A=L=V=E~-------------------.-~-,.-.. ~-- F FILTER AS SPECIFIEOl;\'fTH BUILT-Ill PRESSURE REGUlATOR .• TWO 6X2X16 COUCRETE BLOCK CAPS, ONE otl EACH SlOE OF THE BOX 1" DRIP VALVE/FILTER/REGULATOR I ITS 326413.76--13 I.EllftlO_ 1. 2500 PSI CONCRETE PAVING· REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. 1f4"" TOOLED RADIUS 3. FINISH GRADE 4. 90% COMPACTED SUB-GRADE NOTES A PROVIDE 2' x 2'FlNISH SAMPLE 'NEAKENEOPLANEJOINT 1. CONCRETE PAVING FINISH/COLOR PER PLAN 5. 114· EXPANSION JOINT PER PLAN 2. 1W RADIUS TROVVELEO EDGE 3. 90% COMPACTED SUB-GRADE 4. AFTER PRELIMINARY TR()I.f.£LING, THE CONCRETE SHALL BE PARTED W/ A STRA.IGHT EDGE TO A DEPlH OF 112 OF THE CONCRETE THICKNESS. 6. POLYURETHANE CAULKING TO MATCH CONCRETE COLOR, SPRINKLE WfSANDINHILE STIU 11'o£T fA'~~C314~?.~N, ... ~~~RE~T~E~P~A~V21N~G~-------------------~ 321313.13--18 FINISH GRADE 112" IN TURF, 2"1N GROUND COVER RECT. PLASTIC V/JJ...VE BOX VVHH NON-HINGED. LOCKABLE TOP HEAT BRAND STATION 1.0. ON LID Z'x4" BRICK FRAME RELOCATED IRRIGATION CONTROL VALVE 11!2"•1'-C. . l • " c 0 . • > ~ u . a. E ~ ! 6800 Indiana Ave, Suile 245 Riverside, CA 92506 (951) 781.1930 ph (951) 686.8091 fax Lie 1512 'M'M'.rhala.com ro ·;:: 0 E Q) Z.:-2! 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HoT ee DISA...JGED t:UtlK5 R..AG&en" NlJG<Jt-'PN..TlOH a'~ l,-.';'~~<;'.'.'.::.::'!~11.;.!~~ -1~1-k.S....._,tN ,;,,..-~,_(",O,'r.~.l"n , t~U~Io..\OJ r ..,lM.a"'-'' ,_..... 9~16-()8 6800 Indiana Ave. Suite 245 Riverside, CA 92506 (951)781.1930ph (951) 686.8091 fax Lie 1512 Wivw.rhala.com >-. 0 +-' (]) 00 0 > ,...__ ·c: ~ Q) 0 (j) Ci (/) <( E ro 0 c Q) :::> ~ rio' 1-1-0 ,,, (/) z ....... ro "' 0 _J Q) 0 Ci >-. ..-E +-' 0 0 ,..__ Q) 0> 1- ro ·c 0 0 (]) 00 > ,...__ E ·c ..- Q) 0 (j) ~~ en <( ro 0 0 c _en :::> ~ 1-Q) c en 0 Q._ ~ ro Q) _J 9 E Q) ..-Ci +-' E a Q) Q) 0 ,..__ (]) Q' f-> 0> 1-a. REVISIONS DATE BY GENERAL NOTES TYPICAL DETAILS DESIGNED DRAWN CHECKED DATE 6-8-16 SCALE PER PLAN JOB NO. 16114 SHEET 80.1 OF 9 SHEETS 0 \ o-•~\ ENLARGED FLAG POLE AREA POLEAR~E~A~~~~~~-,~-~3j r~E_N=LA~RG~ED~F~LA~G~~~ {m'. Of 10) LAYOUT 4 ELECTRICAL SITE PLAN -PARK \ ' \ ' \ ' \ ' \ ' \ ' \ ' (E} wm sERVIC£ "M~" __ II ,,. (BASD.!Em) I ' \ ' \ ' \ =:)\ JXISTING ~ANEL LLO!'ATIOfl :=~ ~= r;:: ( (E) PANEL ·c· llASEMENl) c@ ~TIOfl: 8o'&I'OO • (2l5A/JP) =·-"" •a «: C!ll Bl<ll " B ' ' - • . " " . " -" . " - " - " - " - " . " - " . " -• -" -" -.. - '" --. ---- . . - . • .. " " " .. " " " " " • " " ~-~ 225 MIP .. 120/20ilV 3tl .,, UOI.I(IVf(:: SURf!CE =-~1ST LG'O EXIST l<Wl I',II;;KIHO LlC. ;"<STu:ro , .. :~: ~"Zi:~ ~I 1=-"-mn-o~_...;"c'o~ ,l! ~ SCALE 1'~Jo'-o" 1 FH\ 1.1\i\;DSC/\PE 1\.RCIIITECT.S Pl./\NN!o:H.S. INC. ~~ ~i ~! 6800 Indiana A u Riverside, CA 9~~0~uite 245 • {951)781.1930 H {951)eae.eo91 ~h ~! Lie 1512 ax ~~ W\WI.rhala.com REVISIONS OATE BY SHEET TITlE ELECTRICAL SITE AND EN PLAN~GED 100% PLA NOT FOR C~~HECK SET STRUCT!ON DESIGNED JJC 0'-'WN PMM CHECKED JJR OATE 6-8-16 SC>LE AS NOTED JOB NO. 16114 SHEET E-1.0 OF s SHEETS GENERAL NOTES 1. CQNlAACTOR SHALL \'EAifY EXISflNG SITE CONDmONS, SERVICE REOUIROJEmS NlO EYJ.CT LOCATIONS Of SERVICE fACilmES EIITORE SUBMITTING BID, SI.IBMITTAJ.. OF BID INO!C\.TES comw.cTOR A<XEPTS 11-l£ CONOOlONS UNDER WHICH HE SIWL BE REQUIRED TO PERfORM HIS WORK 2. CONSTRUCTION TERI.!INotOGY, AND THE SfNltwlDS Of INSTAllATION REQI.JIRW Iff THESE comRACTOR DOCUMENTS AAE BASED ON PUBUSHED STNIDAADS OF N.E.C.A. (NATimlAI. fllCTRECAI. COifTRACTORS IISSOCIMION), tiAllONAL EU:CTRICAL SN'ETY CODE, AMERICIIN W.TIONAL STNl!WWS INsnTUTE OOCUI.!Et!TS, tiATlONAL ELECTRICAL I.WIUFACTURERS ASSOCIATION, UNO!'RWRITERS LABORATORIES, ANil WE CAI.IFORNLO\ H£CTRICAI. CODE. SU8J.!ITTAI.. OF BID INOICO.TES THE CO~OR IS FM!Il.WI OF l11ESE STAN!WIDS NlO THE REQUIRO..ENTS NECESSARY TO PERFORM ALL THE WORK AS SET FORTH IN THESE CONJMCT DOCUMEifTS NlO ACCO'TS TliE CONOmONS. J. SHOP DRAWINGS SIW_l BE SUBhUTTED WITHIN THIRTY OA~ AFT£R AWARD Of THE CONlRACT, lliE CONTFWJfOR Sw.t.L SUBMIT EIGHT COPIES OF A COI.!PU:TE UST OF W.TERIALS mD EOUIPMEtfT INCLUDING IAANUFACTURER NlD MODEL NUMBER PROPOSUJ FOR THE JOB. SHOP DRAYIINGS SHAlL INCLUDE ,JOB Of:SCRIPllON, ARCHITECT AND EliQNEER IO!:IffiFlCATION, AN0 AU. 01\TI\ WIT11 CAPI\CmES, SIZES, OIMENS"-JNS, CATAlOG NWPERS, Wl!UFACTURER'S PROCilURES, AND SUPPO!IT DI\TA.. 4. SUBI.IIT SHOP DRI\WU'IGS FOR AU. WJOR PIECES Of ELECTRICAl EOIJIPME!IT, l\'lli<;;H INClUDES, BUT NOT U\U!Ul 10: UGifllNG fiXIlJRES, 111,!£ CLOCK PllQTOCELL TIMERS ANO ElECTRICAl DEVICES. 5. TJ1ESE PLANS AAE 0~1/AllC ONLY, fOI.LOW AS CLOSELY 1\S POSSISU::. REFER TO AACHITECTIJRAL ORI\MNGS FOR OET.AJLS. STRUCTURAL DET.AJLS, EXACT EQUIPMEIIT AND OUTLET LOCATIONS. 6, ROt.lllNG Of W.CE\'11\YS SHALL BE 1\T THE OPllON OF lliE CONTJW:TOR UNlESS OlliERWlSE NOTED AND SHAll BE COOROUIATED WITH Olliffi lRADES, 7, DO NOT SCN.E lliE ElECTlliOJ.. DRAWINGS FOR LOCATIONS Of ANY ElECTRIOJ.. OI'VlCES OR EOUIPMOO, B. ct)NTRP.CTOR SHAll PRO'IlOE ALL J-OOXES, PUlL BOXES, illS, OrFSEIS ETC., FOR A COMPLETE, CODE APPROV!'O, IIISTI\U.ATION OF All COODU!T, fOOTAGE SHOWN ON ElECTRICAL SINGlE UNES ANO RISER OWJRMIS ARE FOR CALCULATION PURPOSES ONLY, AND AAE NOT FOR lliOOING P\JRPOSES OR MI\TERIAI. T~EOIT. IT SfiAlL BE THE RESI'ONSIBIUIY Of' lliE CONTRACTOR TO RI'VlE'I't AND TO COORDINATE 1'mH MO:IWIIOJ.., FIRE PROTECT!ON, #10 PLUMBING OAAWINGS FOR DUCTS, UNES, NlO EOUIPI.IENT. 9. ALL IAATERW.S SHAU. BE NEW, NlO OF THE SM!E WIIIUFI\C'IURER FOR EACH CLASS OR GROUP Of EOUIPMEI!I. UATER!ALS SIIALL BE LISTED NIO 1\PPROVW ll'l' lliE UNDERWRITER'S l.ABORATOfljES FOR lliE USE 1\110 ENVIRONMENT, NlO SHAlt BEAR THE INSPECflON lAI:lEL WHEHE SUSJECT 10 APPROVAL. IMTERII\LS SI'W.l MEET 1'mH TilE 1\PPROVI\L Of TilE OMSIOO Of' IIIOUSTRIAL SAFETY, NID 1\Ll GOVERNING BODIES KO.VIIIG JURISOICllON. IMTERIAlS SHAll BE MANUFACT\JR£0 IN ACCOROMICE \'mH APPUCI\6LE STNiil'RDS ESTABUSHED ll'l' A.N.S.I., U.L., II.E.I.IA, NIO N.B.F.U. IIISTI\LL P£R w.r.UFACTUR£R'S REctlii!.IEIIOATIONS. 10, com!li\CTOR SIIALL PERFORI.I HIS WORK Ill 1\CCORONICE Willi ALL GOVERNING STATE, COUNTY, LOCI\l CODES, O.S.HA, lliE PRESENTLY 1\!)QPT(O NATIOIW.. ELECTRICAL COO£, NID PRESENTLY ADOPTED CAI.JFOIIHO\ ELECTRICAL CODE (G.E.C.) 11, COOROIAATE Wllll OlliER TRADES AS TO THl: EXACT LOCATION OF IIEW ELECTRICI\L DEVICES AND THEIR RI'SPECTNE EQUIPMENT, SUPPLY POWER NIO 1.11\K( COIINECT!ONS TO EQUIPMENT REQUIRING ElECTRICAl CONIIECflONS AS INDICI\TED ON lliE 0\AGRMI, ELECTRICI\L DIIAWINGS, NIO OAAWINGS OF OlliER lRI\OES. THE CONTR>\CTOR SHAll. BE RESPONSIBlE fOR OPT.o.INING MANUFACTURER'S SHOP DRAWINGS PR10R TO ROUGH-IN IN ALL COOOUIT TO MY EQUIPMENT. 12, EXACT METHOD ANO lOCATION OF CONDUIT PENETRI\TION NIO OPENING IN CONCRETE WI\LLS OR FlOORS OR STRUCTtJRi\1. STEEL MEMBERS SHN.l !lE 1\S Otf!ECTED BY lliE STRUCTURI\l ENGINEER. PERFORM CORING, SAW CUTTING, PATCHING, NIO REFINIS~NG OF El<ISTING WALLS NIO SURFACES WHEREVER IT IS NECESSARY TO PENETRI\TE. OPENINGS SfW1. BE S£1\1..£0 IN Nl APPI«NED METHOD TO MEET lliE flRE RATING Of' TilE PARTlCULI\R WALL, FlOOR, OR CEIUNG. EXI\CT I.IETHOO NIO lOCATIONS OF CONDUIT P£tiETRI\TIONS NlO OPENINGS IN CONCRETE WI\LLS OR FLOORS SHAll ~E u.L APPROVED. 1."1, mE CONTRI\ClUR SIIALL ~E RESPONSIBLE FOR ALL SAW CUTTING, TRENCHING, 81\CKnWNG, COI.IPACTION, ANO PATCHING Of CONCRETE NIO 1\SPIW..T 1\S REOUIIlEil TO PERfORM HIS WORK. AffiNJJON IS ('.Al.L£0 TO mE FI\CT lH>\T TH!:RI' AAE [)(ISTING UNDERGROUND unUTY UNES. lliE CONTRI\CTOil SII.'U USE EXIR9.CE CAUTION WHEN TRI'NCHING FOR HIS WORK. THE COmRACTOR SIIALL BE RESPON518l£ FOR TilE PROPER AND l'f'PROVEO REP.AJR OF 1\/iY NIO ALL lWAAGES CI\USEO ll'l' HIM OR HtS WORK. 14. l\l_l CONDUIT S!W.L BE IIISTAllEO CONCEI\l£0 WHERE PKYSICI\LLY POSSIBLE. 15. P.V.C. ctlNDU!T SIW..L BE USED UNDERGROUND ONLY, IF APPROVED BY LOCAL CODE. INSTAl.!. PER All REQUtfiEO LOCAL CODES. ALL CONOU!T SWEEPS, RISERS, 1\110 STUBS ABOVE GRADE SHAll BE I.M.C. MTH IW.F-lN'PiO TAPE COVUUIIG OR FACTOR'f INS'IAI..l£0 P.V.C. COATlHG. ROUTE ALL UNDERGROUND COND\JITS AROUND PROPOSED BUILDING AND FUTURE PUILOING LOCATIONS. 16. CONOUrT SllO\I'N 1-S £XPOSED OR APPROVED FOR EXTERIOR EXPOSED INSTAllATION SHALL BE tmEIWEO~TE I>IETN.UC CONDUIT (I.I>I.C.). SECURED 1'mH TWO-HOl£ t.IAll.EI>BLE PIPE S'IIW'S AND SCREWS. All BOXES NlO FITTINGS SHI\l.L BE SUPPO!ITEil AND S!;CURED I~ COI.IPI.JNICE Willi C.E.C. MrnClE J70. 17. PEIIETRATIONS TO nRE-AATEO W.T£RIALS SHAll BE RESTORED TO EOUi\1. RI\TING 1-S REQUIRED BY TilE STATE fiRE MAASIIAL NID All Olli£11 GOVERNING BOOES. 16. All CONDUCTORS OF EVERY SYSTal SHI\l.L BE Ptru.WIENTLY TAGGED Ill CQMPLWlCE \1'lTt1 O.S.IiA 19, mE COMP~ETE ElECTRICAl. SYSTEM SHI\l.L BE GROUNDED IN ACCOROIIIICE 1'tllli THE PRESENTLY I\DOPIEO EOIOOII OF lHE C,E.C., ARTIClE #250. 20, CONDUCTORS SHAll BE CODE GRADE, GOO VOlT CLASS, COPPER, WIRKEO 24" ALONG IT'S tENGTII SHOWING I.Wl\JFACTIJRER'S NMIE. MIOO!.IUM ALLOWI>Bl£ ll{)llAGE NlO SIZE. CONDUCTORS SHI\ll BE Trl'E 'THVIN" (WET) OR "rnHII" (Dffl'). DELIVER CONDUCTORS TO lliE JOB SITE IN UNBROKEN PACKAGES. 21. mE EXACT lOCATION Of ALL El..ECTRICI\L DEVICES AND EOUIPMENT SIIALL BE COOROINATEO \'11TH lliE I.I\IIOSCWE 1\110 CMl ORI\WINGS. 22. PROVIDE 1\lL lolOUNTlNG BRACKETS, CONCRETE EIA.SE SEISMIC SUPPORTS, LENSES, ETC. PER 1\ll REOUIR£0 CODES FOR 1\ COMPLE1E Ll<;;lffiiiG flX!URE INSTI\U.ATIOII 2J. PROVIDE 11'1£ OWIIER WITll ONE (1) SET OF COMPLETE, UP TO DATE, "AS-BUILT" REPRODIJCIBLE DRAWINGS AT lliE COMPLETION Of lliE PROJECT, SHOWING ACTUAl DEPTHS OF UNOEllGROI.JNO CONDUIT RUNS AT ALL lO('ATlONS. ALL BROCHURES, OPERATiNG t.WIIJALS, CI\TAI.OGS, SHOP DRAWINGS, ETC. SHAlL Elf: TURNED OVER TO THE OWNER AT PROJECT CO).!Pl.EfiON. 24. THf: COMPLETE PROJECT SIIALL BE GUNWITEEO FOR A PERIOD OF ONE (1) YOM, M1ER DATE OF ACCEPTI\NCE, BY OWNER. Nff WORK, loii\TERIAI. OR EOUIPMENT FOUND TO BE FAULTY DURING lH>\T PERJOO SIIALL BE CORRECTED IN A TlMELY w.r.NER, UPON WRmEN NOTinCATIOII, AT lliE EXPENSE Of' lliE ElECTRlCI\L CONTRI\CTOR. 25. WHEllE A CONfUCT OCCURS 8EIW£EII iHES!' NOTES TilE Eu:crniCN. ORAVIII'IGS OR THE ElECTRICI\L SPECIFJCI\llQtl ISSUED 1\S A PI\RT OF Tl!ESE OOCUI.IENTS, lHE ~.!ORE SffiltiGENT REOUIRE~ENT SHI\LL PIIEV.AJL. 32. PROI'lOE ENGRAVED PlASTIC NM!EI't..AT£5 FOR ALL NEI'I CIRCUIT BREAKERS AND Tlr.tE SWITCII ENCI.OSURE PI),TES Sll,l.l.L BE J PLY, BlACK fi\CE, WHilE CORE, WITH )(" HIGH GOlliiC t.rnERING. SPECIAL NOTE: LOCATIONS Of VllUiiES SHOWN ARE APPROXIIAATE 1\110 CONTRACTOR SIWl. EXERCISE EXTREME Cl\lJliON IN EXCI\VATING AND 11lENCHING ON THlS SITE TO AVOID EXISTING DUCTS, PIPING, OR COIIDUrTS, ETC., ANO TO PREVENT H.IIZARO TO PERSONNEL NlO/ OR OA.YAGE TO EXISTING UNOEROROUNO ununES OR STRUCTURES WHETllER OR NOT SHOWN NlD INSTAUID PY ANY OlllER COmi\CTS. lliE ENGINEER IS NOT RESPONSIBLE FOR THE LOCI\TKm OF UNOEROROONO UllUTlES OR STRUCTURES WHETHEll QR NOT SHOWN OR DETAilED M'O INSTALLED BY NIY OTHER CONTI\C'IS. THE COU!RACTOR SHAll I!.II.IEOIA'IU.Y NOTIFY lHE ENGINEER SHOULD SUCH UNIDENllf1E0 CONOIIJOtiS BE OISCO'IEAED. Tl!ESE DAAWIIIGS NIO SPECifiCATIONS PO NOT IHClUO£ NECESSARY COI.IPONENTS fOR C011S1'RUCTION SAFETY. THl: CONTRP.CTOR SHALL BE RESPONSIBLE fOil mE PROPEll NlO APPROVED RfJ'.AJR OF MY AND ALL OAIMGES CI\USEO ll'l' HIM QR HIS WDRJ<. THE COmRACTOR SHALL BE RESPONSIBlE FOR All SAW Cl11TING, lRENCil!NG, SP.CI<FlWNG, COI.!PI\CllOlt NIO PATCHING OF CONCRETE 1\NO ASPHALT AS REQUIRED TO PERFORM HIS 1'1\JIIK. FINISHED Glwn: TRENCH DETAIL UPLIGHT nxruRE W/ WAll< OVER LENS PER FIXTURE SCHEDULE N.T.S. "------!~~~~o~~~r~ ELECTlliCI\l CONDUIT__/ RUN BELO'N GR>IOE. UPLIGHT IN CONCRETE LIGHTING FIXTURE SCHEDULE REFER 10 DIVISION 1, GENERAL REQUIRE!.IENTS, REGARIJINO PRODUCT OPllOIIS NID SUBSTlTIJllON. WHERE Tl!REE OR I.IOIIE MNIUFI\CTIJREIIS ARt: USTED Ill THE FOLLOWING UGHTING FIXlURE SCHEDUlE, SUBSTIWnON \'ITLl NOT BE CQNSIOEREO. WHEHE PRODUCTS ARE USTED BY tw.IING ONE OR ~.lORE WJIUFI\CTURERS, WllHOUT "OR EQUAL" PROVISOO FOR SUBSTlTIJllOil, COUIRACTOR SHIII.l INCLUDE OIILY SPECIFIED PRODUCTS IN 810. REQUEST fOil SUBSTITUTION Wlllllll 35 01\YS FROio! lHE 01\TE OF lliE /IOllCE TO PROCEED Will ONLY 8E ctlNSIOEREO IN ACCOIUWICE W11H DIVISION 1 Of lliESE COUIRACT OOCUr.tENTS. .I C 2P 0>\YS PROVIDE BED Of' J/4" CRUSHED ROCK GRA\'EL 6" our FROM nXTURE BASE ALL AROUND N.T,S. ~=~ llLUr.t~IATION ~" w.llUFI\CTURER CATALOG # MOUNTING I o.m ~' ffi FlUS!j IIi CONC!lET'E GIWJE LE.O FU<l i'Ol£ ·~ffi ' ffi S'J,IE 1\S "1f" EXCEPT IN Olff£RENT COLORED COIICRET'E ' = OJ REFER TO E-1.0 DETAIL #3 FOR t.IO\!NTING UJCATlOII fROM flAG POLE IIJ REfER TO E-1.0 DETAIL~~ FOR t.IOUNTING UJCAT!ON fRO~ flAG POlE rn AI~ FOil BEST COVERAGE AFTER INSTAUAllQtl " l.E.D. =< " LE.D. =< [I] flNISH COLOR SIW.l MO.TCil CO/ICIIEJE COLOR AND SHO.LL BE SELECTED BY AACHITECT '" '" BK UGHTING 'TY2-LEO-X51-NFL-XXX-FlUSH ±l os2-t.rr-m '" COIICIIEJE Ill om BK UGiffiNG Tl'2-lEO-X51-NFl-XXlC-··~ ±l 052-1.11'-l\ll '" COIICRETE Ill lilll 2 3 e Q) -{!) -A-1,3,5 -lfli--> L- ~ ~ @ ® &, 00 "" " PROVIDE GFCI ' OFCI "" '/' U.N.O. (0 ELECTRICAL SYMBOLS LIST FlUSH Ill CR>IOE 11.1\G POLE UPLICHT nXTURI'-REFER TO FIXTURE SCHEDULE JUNCTION BOX, 1\CCESSIBl£ AND MOUNTED fOR mE AI'PUCATIOII OENOlW ON PWIS. JUNCflON BOX, WALL MOUNTED. n£LD VERIFY MOUNTING HEJGHT PRIOR TO ROUGH-IN. SURFACE MOUNTED ELECTR1CAL PANELBOARO OR LOI\!l CENTER REfER TO PI\IIEL SCHEDULE. OISIRI8Ull01! SWITCHBOARD REFER TO SINGLE UNE 01\GRI\M. CONCRETE PULU30X, SIZED PER N.E.C. WITH OOLT OOWN CD'IER. HOME RUN TO PNIEL. LEITER Ol'SIGNATES PNIEL, NUI>IBEll IIIOICI\l(S CIRCUn5. CONDUIT RUN COIICEAl£0, IN WALLS, fLOOR, OR I\!IOVE CEILING. CONDUIT RUN COIICEAl.EO BELOW GRADE, ."lf4"C MINIMUM. CONOUil SIU9 Ollf, CAP & I.WlK. UGHT n)(l1JRE CALL our, "1F" 111010\TES flX!URE Trl'E (REFEil TO nXIlJRE SCHEDULE), "85" INDICATES TOTAL FIXTURE WATTAGE. NUMBER AOJI\CENT IIIOICI\TES QI..WfTlllES. (NUMBER IS Sf-IOWH FOR BRNICH CIRCUIT PURPOSE ONLY, NOT FOR loii\TERW.. TM<E-OFF). OETI\IL CAllOUT, "."1" 1/IDICI\TES DET.AJL NUMBER "E-1" INOICO.T£S SHE£1 NUMSER. PI),N NOTE REfERENCE. REVISION REfERENCE. COOOU!T OIILY, l'llTH PULL RO!'E. MOUiffiiiC HEIGHT I'IEI\lliERPROOF, NEI,I.I\ 3R FURNISH, 1/ISTI\I.LEO NID CONNECTED, COMPLETE. GROUI!O FAULT ORCUtT INTERRUPTER COI!DU!T OWNER FURNISIIEO, CONTIUICTOR INSTN.LED. MIERICANS l'mH OISABIUIY I\C'1 EQUIPMENT GROUND (GREEN) UIILESS NOTED OTHERWISE EXISTING TO REI.!AIN. I I L. _L_ SINGLE LINE DIAGRAM ""'-' N.T.S. 1 FH\ I. A i': D S C.'\ I' E ARCHITECTS PI.AN~EH.S. INC. :t ~ ~ 6800 Indiana Ave, Suite 245 Riverside, CA 92506 u (951) 761.1930 ph H ~~;~)5~~6.8091 fax .c 0 " ro i:3 ·E ,_ <D 0 o; 0.. "' <( E "' u c <D ~~ ffi 1-ooU ~ -"' " 0 0 ...J c_ >-~ E ~ 0 i:3 ,_ ,<1> Ol n !ll---------1 H REVISIONS DAIT BY SHEET TITlE GEN. NOTES, SYMBOLS LIST & SINGLE LINE DIAGRAM 100% PLAN CHECK SET NOT FOR CONSTRUCTION DESIGNED JJC DRAWN PMM CHECKED JJR '"' 6-8-16 ""'-' AS NOTED JOB NO. 16114 SHEET E-2.0 9 OF 9 SHEETS