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HomeMy WebLinkAboutCity Of Lake Elsinore Senior Center Phase 1 D�D DDD D �CC 0 p p SHEET INDEX SHT.# SHEET DESCRIPTION # �♦C C C O C DD CAD C C C GENE CDD RAL CC G7.1 TITLE SHEET Phase I Parking G1.2 SITE PLAN N N G1.3 AOA CONSTRUCTION NOTES 4513E East Florida Avenue Ex an Hemet.California 92544 sion & A D G1.4 SITE DETAILS Tel:(951J 652-4800 -709 568-2300 p A R CiIVI3 Fax:(951)927-7094 e h a b l t email:dlrlchart at I o n Pbeachdesigninc com 7 OF 3 PRECISE GRADING COVER SHEET Lake Elsinore 2 OF 3 PRECISE GRADING PLAN-PAGE 1 ESSl 3OF3 PRECISE GRADING PIAN-PgGE 2 wC No. 1.1 30574 tiF m 1m.33g W ARCHITECTURAL Fpf pp�\FAQ A1.1 RAMP PLANS&DETAILS Theryeslgns,drawly A1.2 RAMP PLANS 8 DETAILS ngs,and speoflcanans,as mnn—nts of me.are me p apem of Isom oeslgn,mc.Am uae or \ �Ril EVELOPMENT �' ELEVATIONS publlatlon,In whale or lnpargby any method,shallbe CRITERIA prohibi[etl,eacept by written pe misslon of leach Oeslgn,inc. can, Mthathe tlocuments herein,In whole orn' \ \ pare,con drat pn rase ewmence of mere reamceon: D \ 0700E leach 9eslgn,Inc \ \ES/�/Q Project cdptlon: ELECTRICAL Professional Members NEW PAING LOT In &RE-DESIGN OF EXISTING SITE DRAINAGE E-0 TITLE 24-EXTERIOR LIGHTING A of \ (PHASEq w D the American Institute E-1 ELECTRICAL NOTES 8 SCHEDULES YK Owners: CITY OF LAKE ELSINORE of Building Design `\ E-2 SITE LIGHTING 130 3 MAIN STREET E-3 SITE PHOTOMETRICS D LAKEECT RAE,CA92L Another\ CONTACT:RAY GONZALES LANDSCAPE Capita(951)674-3124 X-66 L-1 PLANTING PLAN 2 Applicant: CITY OF LAKE ELSINORE L-2 IRRIGATION PLAN Improvement 130 S.MAIN STREET L-3 DRAINAGE PLAN&DETAILS Project W 1 0 LAKE ELSINORE,CA 92530 W CONTACT.RAY GON ES \\ (95 1)674-3124 X-266 C I/T\Y-t O FC ..� Applicant's Representative: BEACH DESIGN INC. L 1�-f I�L R 4513E E. `IL L,S 1 A 92544 AVE N `=�DAEAM Eh'T f MC HEMET,CA 92544 �- \ TEL(95CONTACT:2 80 3 HART LI\r�• TEL(951)927-8083 SE R N 9 \ FAX.(y51)927-7094 For the Parks & '1t♦ `�` A.P.N. 373-300-027 A/.. ZONING: I-P PUBLIC INSTITUTIONAL Recreation 1 District CONSTRUCTION TYPE: TYPE v-B -( 1 ) ► _ -,,JJ) OCCUPANCY: GROUP A-3 #OF STORIES/MAX.HT.: 1-STORY/35' _ LOT AREA: 2.64 ACRES(120,252 S.F.) LOT COVERAGE(NET): EXISTING BUILDING AREA =5,799 S.F.(4%) AN SCOPE OF WORK: PROPOSED PARKING AREA =SEE CIVIL DWGS. FUTURE ADDITION =426 S.F.(0.3%) PARKING ANALYSIS: /''� ^ DESCRIPTION S.F. RATIO REQUIRED _ //Y��\a`.�`, SENIOR CENTER(ASSEMBLY) 1,200 1:21 56.9 VICINITY MAP 6/"1.�V� SENIOR CENTER(OTHER) 3,097 1:250 123 / — — — ANNEX BLDG, L Y) 1,OD0 1:21 47.6 ANNEX BLDG,(OTHER) 502 1:250 $1 E ANN 1 FUTURE ADDITION 426 1:250 2 1 7 �BLD „ TOTAL REQUIRED 6,225 120.5 : 0 Q TOTAL EXISTING PARKING EXISTING DIRT LOT 145(APPROX.) 1P°'-, " '� Z 7 EXISTING SENIOR CENTER 13 F _Z 1 � � TOTAL NEW PARKING 3 4 TOTAL PROVIDED let ;� �,w { 4•, - � r/� FIRESPRINKLERED: NO ' ,y;7 �' � , �( well I UTILITIES: W b� UTILITY PURVEYOR ° • W W WATER CITY OF LAKE ELSINORE (951)674-23146 ! �/ SEWER CITY OF LAKE ELSINORE (961)674-3146 - ',"E i / ELECTRIC �dam°` GAS S.C.E. Q(800)655-4555 LUTHE GAS ' TELEPHONE VERIZON CO. (800)427-2200 *` i;,',\ ■/ LLI N til N (800)453-4000 se/V. w m I _ — CABLE TIMEW (888)892 RNER O� 0 U to U 1 SCHOOL DISTRICT L E.MU7A D. -2253 e (951)253-7000 O CODE REGULATIONS: Fr�O ¢ O ll 2007 CALIFORNIA BUILDING CODE(CBC) Z =Z � _ � 1 �� 0 2007 CALIFORNIA ELECTRICAL CODE(CEC) �J w l4 p �F-rq 200�7 CALIFORNIA MECHANICAL CODE(CMC) .e, .raT"' i Y w p�W 2007 CALIFORNIA PLUMBING CODE(CPC) ¢ W Y a rp W CALIFORNIA FIRE CODE(CFC) /vvV//+,YwI R a #\o 2007 a J V CALIFORNIA ENERGY CODE(CEC) m LOCAL CODES ADOPTED BY THE CITY DESIGN TEAM 1 1 DATE: 02-05-2009 OWNER: DESIGNER: CITY OF LAKE ELSINORE PARKS&REC aei.w OsscalarlON OATS •1 43890 TIBER STREET BEACH DESIGN,INC. 1 4513E E.FLORIDA92544 AVE. HEMET,CA 92544 HEMET,CA 92544 1 (951) 927-8083 Y LEGEND (95„ 925-7,79 CONTACT:RAY GONZALES CONTACT:DON RICHART 3 1 ' ^ CIVIL: MECH/PLUMB• " SHEET REFERENCE NORTH 101 DOOR OPENING 0 ANTAEAN ENGINEERING NOT APPLICABLE s 42311 E.STETSON AVE.HEMET,CA 92544 ZL DESIGN Bv. _ DE IL NO.IL NO. DETAIL A WINDOW I.D. CON 927-3636 0804 11 III 1 1 SHEE I CALLOUT CONTACT:SEAN CHERBONE DLR ........ ceNC No OKEYED REFERENCE ELECTRICAL: SOILS: DLR )D(_X)= NUMBER ELEVATION NO. M&S ENGINEERING NOT APPLICABLE SCALE: NOTED CROSS 801 DE LINES SHEET NO. SECTION - BUILDING ELEV I.D. PERRIS,CA 92570 VIEW DIRECTION CALLOUT (951) 94-4212 KEY PLOT PLAN sr CONTACT:CRAIG or HOLLY MILLER SCALE:1 20'-0" O�h ELEVATION NO �sk6 ELEVATION MARKER TITLE SHEET SHEET NO. IELEYA 211 SURVEYOR: LANDSCAPE: "= N " VIEW DIRECTION CALLOUT 1 LANCASTER CONTRACT SURVEY REVISION MARKER 26697 CORNELL ST DSA LANDSCAPE DESIGN SECT./ELEV/DET. HEMET,CA 92544 41635 ENTERPRISE CIRCLE NORTH#C TEMECULA,CA 925 Cl SHEET NO< SCALE OFFICE ROOM NAME (951) 925-9303 (951) 296-6556 REFERENCE NO. ROOM NUMBER CONTACT:MARV LANCASTER CONTACT:DON SHINKLE G � l — TITLE,2/9/2009 8:28:59 AM LEGEND 0 KEYNOTES SYMBOL DESCRIPTION MRK MATERIALS -Bas--Bas (N)ADA ACCESSIBLE PATH OF TRAVEL 1 (E)ELECTRICAL SWITCH GEAR 2 (E)ELECTRICAL TRANSFORMER (E)CONSTRUCTION-TO BE REMOVED 9 (E)SEWER PUMP STATION 45138 East Florida Avenue \ v\ 4 PROPOSED LANDSCAPE PLANTER AREA Hemet,California 92544 \ \ 5 PROPOSED GUTTER DRAIN-PER CIVIL PLANS Tel;(951)652-4800 (760)568.2300 N OR E C 927-7094 6 PROPOSED 6'W.X 6"H.X 72'LG.PRE-CAST CONCRETE WHEEL STOP Fax;(951)achdesig \ ( )CONSTRUCTION-TO REMAIN \ \ \ 7 PROPOSED 12'W.CONCRETE STRIP p PLANTER EDGE email:dlrichart®beachdesigninc.cam (N)TURF-BLOCK LANDSCAPE 8 (E)FIRE HYDRANT-TO BE RELOCATED PER CIVIL PLANS 9 PROPOSED FREE STANDING TABLE W/SEATING&UMBERELLA �Q Epp M N/4y \\ \ \ \ ON-SITE LANDSCAPE AREA 10 PROPOSED 24'H.6'WIDE CONCRETE BLOCK PLANTER WALL 11 PROPOSED 60-0 X 24"H.X 6"W.CONCRETE BLOCK PLANTER WALL \ � 25 (N)CONCRETE SIDEWALK * Bp e41.19 7Y � fY (E)ADA PEDESTRIAN PATH OF TRAVEL 24 \ 19 PROPOSED ADA PATH OF TRAVEL TO EXIST,ANNEX BUILDING Of Pp�\E�Q \ w W DRI11 (N)ASPHALT PAVED PARKING AREA \ 26 w \ 23 ` E 14 (E)CONCRETE STAIRS TO REMAIN W/NEW HANDRALING W w o w W ` 15 (E)COVERED PATIO The designs,drawings,and specifications,as Instruments of v.'y W W w a semolce,are the property of Beach Design,Inc.Arty use or W W \ _. 18 (E)ADA RAMP publxa ion,in whole or In pan,by any method,shall be prohibited,except by written permission of Beach Design,Inc. w w W y w w w ` Any n visual contact with the documents herein,In whole or In part,constitutes prima facie evidence of these restrictions. 17 (E)CONCRETE SIDEWALK v w W W w w W W Wt ) I 21 ` W� \Tl W w w� �� � 18 (E)6-0"H.BLOCK WALL ©zaoe Reach Design,Inc, w W w w w 19 (E)A/C CONDENSER UNITS W w +' w + W +� � a A � Professional Members e w W W w 30 w W w v ca w W w 1 20 PROPOSED ADA ACCESSIBLE ACCESS RAMP WALKWAY FROM A of w W w w w w w WSW �rrrrr A71 PUBLIC WAY the American Institute W w W P W W W W 1 of Building Design W w � �� - 21 PROPOSED BLOCK RETAINING WALL � D 9 9n 22 PROPOSED KEY STONE LANDSCAPE BLOCK Q 24'HIGH 19 =d!"- __ .r . .r W w W .r r� 1 REPLACE RIGHT OF WAY IRRIGATION 8 LANDSCAPE AS REOUIRED I I � ('��-. ...� caw m !l\\\1 2D 23 WHERE DISTURBED Another Capital 0-3" ' 27 Al 2 �_•-"+~""three �1105 elf W W w W W W r' \ _.1 24 (E)BUS STOP Improvement �pIS°7. 30 E SENIOR 19 ��'�L ��O`�� W ` W Wow ��\ E.,'� 37 8 25 (E)PEDESTRIAN WALKWAY Project 1 0 CENTER G7'4 28 (E)CHAIN LINK FENCE 1 BLDG. W W k w 1 27�� ►Z � E)TREES•TO BE REMOVED AS REQUIRED _ 29 CITY(7F „er. 19 1 e r ar.1 o W 34 I -/q1 �'l,• 28 PROPOSED PARKING LOT LIGHTING STANDARDS FU7UREADDe71 23- i � �_ W I 1 3 29 (E)PLANTER AREA REMAIN LAKE , LSiHOIZE 426 S.F �"..��891,� +� - -� '� I 30 REMOVE EXISTING DECAPITATED CONCRETE 5 CURB STRUCTURES 1 __ 1 8y.8 'tea DRrAM EXTREMC r s,... 1 1 r r a f 1 " ��-..,,- � •`I` 31 (N)TURF BLOCK- _I �• 8^8 q 70 32 (N)DRIVE ACCESS DIRECTIONAL ARROWS 1 I .. I I • "' 33 (N)EDGE OF PAVEMENT PHASE I For the Parks St 35 _ i-. _ " � _ J_ 1 `•'Ia C•.'.'�/ § 1 31 (N)TRUNCATED DOMES Recreation 1AN 6 �� �• _ � / 36 (E)CONCRETE FILLED PIPE BOLLARDS I 1 I -_c ), I I $ 1 30 FUTURE PARKING STALLS(PAVING ONLY NO STRIPPING OR WHEEL District STOPS q,, I I d I` r ••� ' 37 (N)ADA SITE ENTRANCE SIGNAGE o (BP(11 1.4 /8�-0 2 - ""f 'r Ir ....FIVg .,m e• r _ ___- 3 GRADING NOTES A1.2 I All-rk anMin a nannmanr wmrna(.II 'I eke Flx rota a u,nn com lemon of clearing aria awe, y g uxcavgron and hart+re W EXIST I -1'_ Mu,klPat C d Chapt:15.72 and applicable ebndardo o•d �nckflll OI Nli ral.rmlluvrnl and tmrrac.tl auras on.tl any r� g _ a \ I ae Ifa,at pit rid n est aolon cf ro.uniPmr aumm�g Code sudnbun e s E7'B4CK / 01.4 $U.D C.)Cmnpbr 73. E qNN I _ 1 b Dueingantough gron'nga lop I ,nutlrng FrA-camondion TYP 2 A as shalt be Owwnetl Iron,film Enybewmy Dppe nnord,Cry 01 luk,: I...Inrg and titling o.O m 5 Till no a pd b m,y ohs aim r YP , tl a its and hoer W W M Inetalml,M of bulirAxx and s n. _R3BA�~ ry ammnan e4 non m^aI b W Z �\ - \ / � It 3. Till,d lop (df the3 d shall (48)nll ulll pro,in grading. c 1C I \ / 4 ry U,SA ALERT 1.900 22 G133(any ht aD ncura d. Wirer,any unusr:elgmnimg dinwv arc encounip otl tlw stH 5 TVP. �^- ice\ / A The oola axu hall otl.y the City E Din g nepanmem at leas, ro utuolion O O rly h.,(24)haute in advq rc0 AI bxpbn ng grading Opnret ens. 6 D 1 en011 be wmbOiled n 29. C o.Cnnlns AN Breaded roe snap be Planted wllm telex Ce Dtem w m 15 a. \ / 1 ywater npmnmer mamwb epprrvod by she a tie Dprov dg U d at twelvn'nchex(s2+on eemsr.Slopes Cily C enmer fiest 1 14 w pl♦ / �� ~sue be rbri�acri�wtth spa)mvodpnees tsl s�ora�u niearxn n mereor.coven shall ,w y .y ♦ tl. Cue mis,email he no sle0 011 Innis 2 vt O nthei lu 1 veNrsl unla05 shall be planted at lea leaf 00)cal O-mol,dams m Iwmlty real(20)on Y/IL TYP 2B a-v /o W®e' 1 otherwise tWpmved and$hoo be shown on the Pen cantor,whoaraiiw,a fifben feel I*I on caner.ma Ihms W G1.4 7. :.,u lineal anon he no steeper man 2 npM1xOnml[p 1 vPai<nl union eacrmr writue elntl n daYlC 6 FeiaU R CrmmraM irripm on syslnms with J Ic J W 7 w TVP.OF 3 mar W W ' w w cal w ♦� y 90%I.,ma cOmPi,shallb0 thew„oegram,11 xhali hat hove lass Nan O W I DD%rebtiva cpnspecbo,out to the btdenea.uaece. zit npn,wad pmtoniva maaaares And 1pmmmmry dramaye Pmvramns muss W 16 3 B _ IV // 'a W 2B 1 n I11,small n no mlayerd/.s T M on 1,nOI A mot mamod 2! A, lI be mall Ill p�w:t adio^'0 ompwn d 'rig Inc grxlmg Prnloct W W mm� g v as netnm,m.a w Ill F on psr,ent ua sea e shall Ga Pruvrdee are mu nbnrttl I 17 32 ���� wI 9. -II ah Ibe bested stanv a fl! .prig sAaaon entl slra110 .Pl ce at the endMBaoh dayx 17 21 w W w ^ / W OyetP.,Pwnddebss scarred aria work (ND O W�I nsparbn hY the grading inapnctM arvn apmnvAA xMls IeslrnV ngancY Prior W W 11 4 6 fc _/ }3 36 I .o`Ate Dlacing M!II'. 20. Alwort shall conform to lnu CdY and Shsiw a,nalnxfion safety mm,r, (kl W cat ' 16 G1.4 TYP. 1g o'ax TY AY 2�_=�J I i D. At Pit mateial eme t es ream earth No all smart on Pusem wall nmpnrabnn 2D Till,Is....On aml Promsl'.on AI au u1AiNas ra the rexmsramPn m We O l7a agroundaagpmved bV:h@arms erlyinav permiaeo. y cc U U D § 4 'I __ 1 �I 1 aV 11, FR,bh grade ahxll be slOpad amvay from all px4^r:w walla a!r�ul less than 30 An apnrnved sit of grading plm,s,Hall pit on Ina lob v1(A met mme, W W Z W A2.1 4 re IL Yi"per too;fora minimum of three f3)Met.then 1%mim,m,rrl 10/low Jima O Q¢ ¢ O Q A1.2 w w w of merth Swab O yy 31 samwy facilities shalt ba mminati nee cal tbo amp mom eopinntng,P O O 20 I 1' 21 I '� �p nernPbbnn of glaring nparnlnn. ` E=Z . F Z 26-D• IN W I't, Marshops lmab then ba l st(iminand awaleslnpe11.me,.1hyP of is } tit- 3 N 1'.4" A2.1 's' w Seer M lean Ilwn lea bAs(10'1,and-I%.r ttrt w Pg Isgremlar lhna!en feet 32 Air sepal sM1a.i he plantar all angaton lacrlilrea shall be provitlml for All rr` Y N {79'J.Drainage swplps ahpll ba a minimum of 0.5'tlnwp end cnnast;t�e a oboes b axmesA of three(31 le art vwnr on,within ninety,(go)day. W g LU w O W' h ill'• § w ram mum of two fee!(2'1 Rom she lop o1 cal ov gll sbpr!a. eRru-lotion Pt ma ugh eak, Q' II 1 p 9 Ar pare shrill bur Irt nccortlanw with C!ty Df LU Ai.2 13 Provu l5 too by i'nigh sell or equivnlen'.aimno the fan M all fill slope, L k Psis-GlaclnB G,tlrna-ne Na 882 prbr b the approval of 0.I /+/w P. 4 12 18,0�J '8 W river 33 Am Mnaanw mamorndr woA on th9 ro nshail frenotambetumer ih Ir sAe entl be.alley reapa^s bl I my damage w exist rig iac mlae P.E ALL 14. Pmvae ngibetW tl d h tlw ono hundmtl;loll 'll nq tltronly Or lndlninly fmmh Op. tons,whelhpr or not at rh ' 11 ,§ 4 � ' n B pp a rgk" ear xlwm DATE: 02-05 2009 G1,4 WHEELSTP I -23 y o nmwa Aln d f gih.rim an-r,,tI. plane 12 w w I R 15 No Obstfuctica of filld Plans o' t pl afar coo email ba pwls 31ou. ' ' • + ' _ __ n' qq M ins tla4'Ip!1 enginoef 9hAll prmvrCa a nllnblum of p,e 11)blue lcF par 22 II VI S A aOrla engineer shall be rebinad by the aevelOpar,b w:parvrsw gmrlinl 1in:ehaa purl.print b rough card.sammval DATE andprovidealinel amsrepon vrtrroh includasfounumd,omm�w,amerts REV. DESCPoPIIDN 28 b', _J 2 Rmm�mtaionsr and.xpaaA!ve cholastanstbe arm.son 3b Apprommas,date of. 1 Xi 17 (trading sea I.coolon by tire Aevebp lea dvil wisp hell and a".1 axginnmg op.ater, _ w w wmP.ctivn raP.r%by a aoilx engimxl shall as seb"Wed is the es llding Complete, Z W na o g epa P nrn a`bri d rig pwmte. B a escom d 1m 9 o to a ramman'ammeter,greater I d Ma ruck till,other IT)will a material w th A1,2 w I8 The se s enB rip 1 to tlgpli tl 1 d -- p pamd M the,3)Of finish (3°)will be It. fill, 'm is n Ih aw ' 2. 21 (w1Bdget',pgna p PV natod..... d ha mg ,y g bpiA Mm,IJ I of fit am yratlec,unless tlw k,c h A d.sp 4 w I 1 i �(igatpn tlaAod P p ibYIBa91gEIK._Vll.p�laS),xhall menhobsnv Ifava Y g A2.1 13 "1 W w lwcb:ron BPr.c nY ap�'ovotl b tl e 1 Nrt Ill ywd gels Jahaln II cm. B LAN 1 37 Tneengineer muel 7Gt grade sales fared dnamapa dev as and..arm B G7.4 .g A en•irw nl triu(Mlrgiig pnneeneer Or rvsal nn�IWhare'pacificelavalon�ar. oEypa m: ,ion N. C I nspection before a rl eagermd,thA elAVAlbn Irvrli,rnsepct W rattan Wa mveg shall pe grvpn.If 38 Graumg pears sell not be approved unto all rclnnnny walla ram amprovaa by DLR 0804 I ' I t with mshva,c adjacent ground sec's is raqu ld the pnuml 1 0 d'g Dnp a t. di! M:vw Naadl mf gn 1 h m gNan _BY. aaENLY NO., 3D 11 n aobl0m pN1 atN n t P Ira t I sysa.•rn DLR )(X•)D= 2B Al'.movie fy coPens smell he vk n9 ' de W o Ill,f ld I WOES)P.mPv at nq na no shal wa m I ray tit wg o . - SCALE SCALE:1"=10'-0" 2' Ss b lit sbryf C M 150.11 l burear NPDES WDID byewit.e9 11m1 to the y and Hv.mtsImq DnParin.ta br uu DATE PERMIT ISSUIED """"" as And',it soPws Dvm imlrly loot(30'1 In vemcal lhiph. rig Dra.nwge aaswmeme will te'.s.w can,Of all ObsmscnPre, Nobtal,i se, 22. Afirel wmuacbon raw:'wig be roquimd for ae fdlegiaglm Vtan onG(11 wows Shall Im prosed w1din Ogsm10"t limas.relocraryimprovomonls ram »,warmantnremnvalmOwnar9axparwa PLOT PLAN 23. II at Z sbpin9 lennin occurs,tP I.wmich H IA In hA piacea,it mum be sad.keyed small bapprov dim Ilan histere sod tut full s,sr I t. PLOT PLAN Noah Pmpnrntion ahAll be approved by m mpktBmd lolls engineer Pnar 10 placgmo,t o"m.1,ed. SmPaa graal.r ll+An 9'I are mnuiran'n m: k�ycJ anu Genn,etl. SI IFFT NO (Al 24 The sede emmnae,Snoodlmpact the n,stmadon In the td'ewing Atagne ■2 SITE,2/5/2009 7:53:19 AM I A.SITE DEVELOPMENT&ACCESSIBLE ROUTE OF 15. Handrails are required on ramps that provide access If the ramp 7, Al entrances to and vertical clearances within perking structures 11 There shall be a level and clear floor or landing on each side of a 2. A clear floor or ground space at least 30'by 48"that allows either a I. Any obstruction that overhangs a pedestrian way shall be a TRAVEL slope exceeds Visa in 20'of horizontal run.(sec 1133b.5.5.1) shall have a minimum vertical clearance of B'-2"where required for door.The level area shall have a length in the direction of door forward or parallel approach by a person using a wheelchair shall minimum of 80"above the walking surface as measured from the accessibility to accessible parking spaces.(sec 1130b) swing of at least 60"and the length apposite the direction of door be Provided at telephones.(sec 11171b.2 fig 11 b-4) bottom of the obstruction.(sec 1133b.8.2 fig 1 1b-28) I. When more than one building or facility is located on a site,accessible 16. Handrails shall be placed on each side of each ramp,shall be swing of 48"as measured at right angles to the plane of the door In routes of travel shall be provided between buildings and accessible site continuous the full length of the ramp,shell be 34"to 38"above the e. In each parking area a bumper or curb shall be provided and the closed position. 3. Bases,enclosures end fixed seats shell not impede approaches to facilities.(sec 11 141:12) ramp surface,shall extend a minimum of 1'beyond the top and (sec 1133b.2.4.2 fig 11b-26) 9, Where a guy support is used parallel to a path of travel,Including, bottom of the ramp,and the ends shall be resumed. located s.prevent encroachment of cars over the required width of telephones by people who use wheelchairs.(sec 1117b.2 5) but not limited to,sidewalks,a guy brace,sidewalk guy or similar walkways.(sec 1129b.3(3)fig 11 b-18a,b,&c) device shall be used to prevent an overhanging 2 The accessible route of travel shall be the most practical direct route (sec 1133b.5.5.1 fig 11 b•27(b)&(c) t2. The width of the level area on the side to which the door swinge P g'g obstruction as between accessible building entrances,accessible site facilities,and the shall extend a minimum of 24"past the strike edge of the door for 4 The highest operable part of the telephone shall be within 48"of defined.(sec 1133b.82) accessible entrance to the site.(sec 1127b1) 17 The grip portion of handrails shall be not less than 1-1/4"nor more 9. Pedestrian ways which are accessible to people with disabilities exterior doors and a minimum of 18"past the strike edge for interior the floor if forward approached and 54"It side approached. 45138 East Florida Avenue than 1e,an or the shape shall Provide smooth equivalent sharp cogripping shall in provided from each such parking space to related facilities, doors.(sec 1133b.2.4.3 fig i tb•26) (sec 1117b.2.6 fig 11 b-4) 10. If a walk crosses or adjoins a vehicular way,and the walking Hemet,California 92544 surface,and all surfaces shall t smooth with no sharp corners. including cum cuts or ramps as needed. surfaces are not separated by curbs,railings,or other elements Tel:(951)652-4800 (760)568-2300 3. Al least one accessible route within the boundary of the site shall be handrails shall not rotate within their fittings. (sec 1129b.3(3)fig 11 b-1 Be,b,&c) 13. The floor or landingshall be not more than 1/2"lower then the 5. Telephones mounted diagonally in a corner that require Fax:(95 p 927-7094 provided from public transportation stops,accessible parking and (sec 1133b.5.5.1 fig 11 b-36) wheelchair users to reach diagonally shall have the hi between the pedestrian areas and vehicular areas,the boundary l0. Accessible perking spaces shall be el located that persons with threshold of the doorway.(sec 1133b.2.4.1 fig 11b-32) 9 ly ghost between the areas shall be defined by a continuous detectable email:dlNchart®beachdesigninc.com accessible passenger loading zones,and public streets or sidewalks,to the operable part no higher than 54"above the floor. accessible buildingentrance they serve.The accessible route shall,to the other disabilities are not compelled to wheel or Walk behind parked cars warning which is 36"wide,complying with section 1024.3. el 18. Handrails projecting horn a wall shall have a space of 1-1/2"between (sec 1117b.2.6 fig 11 b-4) maximum extent feasible,coincide with the route for the general public.sec other than their own.(sec 1129b.3(3)) l4. The space between two consecutive door openings in a vestibule, (sec 1133b.8.5) 9 P ( the wall and the handrail.(sec 1133b.5.5.1 fig 11b-36) serving other than a required exit stairway,shall provide a minimum g, QppFE9SlOpq� 1114b.12) Parking Slgnage of 48"of clear space from any door opening into such vestibule The cord 1117b the telephone to the handset shall be et least 2g" 4�.,W M.K7 Eybg 19. Handrails may be located in a recess if the recess is a maximum of 9( ) W.SIGNS&IDENTIFICATION Q No,3/ e tt. Each parking space reserved for persons with disabilities shall be when the door is positioned Series an shale of 90 degrees item Its s <. When a buildingor Dorton of a building Is required to be accessible or (s deep and extends at least 18"above the top of the tall. p 9 p p closed position.Doors in a series shall swing either in the same 1 9l (sec 1133b.5.5.1 fig 11b-38) identified by a d visible fro mean permanently posted Immediately 7 Telephones shall have push-button controls where service for such The international symbol n accessibility shall consist of a white adaptable,an accessible route of travel shall be provided to all portions of adjacent to and visible from each stall or ace,consisting of a direction or away from the space between the doors.See figures figure on fl blue background.the blue shall be equal to color no. * txp.asl-10 I P 9 equipment is available.(sec 117b.2.10) the building,to accessible building entrances,and between the building and 20. Any wall or other surface adjacent to handrails shall be free of sharp or profile view of a wheelchair with occupant in white on dark blue 11b-30&31 for design alternatives.(sec 1133b2.4.4) 15090 in federal standard 599b. sec 1117b.5.1 2 y,! P P ( ()) C/V\� the public way.(sec 1114b.1.2) abrasive elements.Edges shall have a minimum radius of 1/8".(sec background.the sign shell not be smeller than 70 square inches in OQ 1133b.5.5.1 fig 11 b-36) area and,when Ina th of travel,shall be osted at a minimum ts. The bottom tin of all doors except automatic and sliding shall have /� If telephone enclosures are provided,they shall comply with the r7f Cp1.\F Pa P 2. Letters and numbers on signs shall have a width•to-height ratio of height of 80"from the bottom of the sign to the parking space a smooth,uninterrupted surface[o allow the door to be opened by following:(sec 1117b.2.7) 5� At least one accessible route shell connect accessible building or facility 2t. Where the ramp surface is not bounded by a wall or fence end the 9 9 9 p between 3:5 end 1:1 and a stroke width-to-height ratio between 1:5 finished rode. sec 1129b.4 fig11 b•18a,b,&c e wheelchair footrest without creating a trap or hazardous The designs,drawings,and specifications,Design as Inc.Any use rof entrances with all accessible spaces and elements that are on the same site ram exceeds 10'In length,the rem shall comply with one of the g ( ) and 1:1 0.(sec 11117b.5.3) P P 9 P Pycondition.Where narrow frame doors are used,a 10'high smooth a For side approach telephones,the enclosure overhang shell service,are the Property of Beach Design, .Any use or and with all accessible dwelling units within the building or facility. following requirements:(sec 1133b.5.6 fig 11 b-27(b)&(c)) panel shall be installed on the push side of the door,which will prohibited' ,In whole or m part,by any method,shall be (sec 1114b.12) 12. Signs to Identify accessible parking spaces may be centered on allow the door to be opened a wheelchair footrest without be 3. Characters and numbers on signs shell be sized according to the pr.,wsed,excel.by written permission of Reach Design,Inc. Pe by no greater than 19"and the height of the lowest overhanging any meual contact with the a owd ents herein,In whale or In a. A guide curb a minimum of 2"in height shall be provided at the wall at the interior end of the parking space at a minimum creating a trap or hazardous condition.(sec 1133b.2.6 fig 11 b-29) viewing distance from which they are to be read.the minimum n,consucates 008 Beata evidence In these restrictions, height of 36"from the parking space finished r pert shall be equal to or greater then 27". pan. p 6. When more than one route of travel is provided,all routes shall be each side of the ramp; g P 9 P grade,ground or sec 1117b.2.7(1)fi 11lo-4(a)) height is measured using an upper case x.Lower case characters pzoae aeon Design,Inc. b, A wheel guide sidewalk. g are permitted.for signs suspended or projected above the finish accessible.(sec 1114b.t2) g'de rail shall be provided,centered 3"�1' b or forward approach telephones,if the enclosure overhang is above the surface of the ramp. t3. Van accessible parking spaces shall have an additional sign stating 16. Recessed doormats shall be adequately anchored to prevent interference greater than 12",the clear width of the enclosure shall be 30" floor in compliance with section 1121 b,the minimum character Professional Members S.WALKS&SIDEWALKS p pp g 'Nan-Accessible"mounted below the symbol of accessibility.(sec with wheelchair traffic. sec 1133b.1.1.1.3 fig l l b-25 minimum;if the clear width of the enclosure is less than 30", height shall be 3".(sec 1117b.5.4) of 22. Outdoor ramps their approaches shall be designed and ( 9 J constructed so that water will not accumulate on walking surfaces. 1129b.4) the height of the lowest overhanging part shall be equal to or � D the American Institute 1. Walks and sidewalks shall have a continuous common surface,not (sec.1133b.5.B) 17. Maximum effort to operate doors shall not exceed 5 pounds for greater than 2T'. 4. Characters and symbols shall contrast with their background, of Building Design interrupted by steps or by abrupt changes in level exceeding 1/2",and shall 14. An additional sign shall also be posted,in a conspicuous place,at exterior doors and 5 pounds for interior doors,such pull or push (sec 1117b.2.7(3)fig 11b-4(c)) either light characters on a dark background or dark characters be a minimum of 48"in width.(sec 1133b.7,1 fig 11b-27(a)) D.CURB RAMPS each entrance to off-street parking facilities,or immediately adjacent effort being applied at right angles to hinged doors and at the center on a light background.(sec 1117b.5.2) to and visible from each stall or space.The sign shall be not less than plane of sliding or folding doors.Compensating devices or a Entrances to full-height enclosures shall be 30"minimum. I. Curb ramps shall be a minimum of 4'in width and shall lie,generally, 17"by 22"in size with lettering not less than 1"in height,which clearly automatic door operators me be utilized to meet the above (sec 1117b.2.7(2)fig 11 b-4(b)) Another Capita 2. When slope changes in level not exceeding level 1/2'occur,they Shall bebeveled In a single sloped lane,with a minimum of surface warping and and conspicuously states the following: P Y 5, When raised characters 7 symbols are used,they shall conform with a slope no realer than 1:2,Except that level changes not exceeding t/4" 9 P P P 9 P Y 9: standards.When fire doors are required,the maximum effort to a, Where telephone enclosures protrude Into walls,halls, g:( Improvement P 9 b 9 9 cross slope.sec 1127b.5 2 (sec 1129b.4) p c Ie the following: sec 1117b.5.5) may be vertical.(sec 1133b.Z4 fig 11 b-Se(c)&(d)) ( ()) operate the door may be increased to the maximum allowable by the corridors or aisles,they shall comply with section 1121 b. 'UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE appropriate administrative authority,not to exceed 15 pounds. (sec 1117b.2.7(4)) Project 2 The slope of curb ramps shall not exceed 1 vertical to 12 horizontal. sec 1133b.2.5 e. Letters and numbers if signs shall be raised 1/32"accompanied minimum � P SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE ( ) 3. Abrupt changes in level along arty accessible route exceeding M"shot and shall be sans-serif uppercase characters accompanied comply wlth the requirements for curb ramps.(sec (sec 1127b.5(3)) PLATES ISSUED FOR PERSONS WITH VEHICLES DISABILITIES MAYBE TOWED 9. Telephones shall be equipped with fl receiver that generates a by grade 2 braille.(sec 1117b.5,5.1) AWAY AT OWNERS EXPENSE.TOWED VEHICLES MAY BE RECLAIMED AT H.STAIRWAY$ magnetic field in the area of the receiver cap.If banks of public CI TY 6)l w-M, I189b.1.4) 3� Maximum slopes of adjoining gutters,road surface immediately AUTHORIZED POLICE DEPARTMEM TOWING AGENCY OR BV telephones are provided,at least one in each bank and a total of /� �, tV II TELEPHONING(714)754-5252 L Stairways shall have handrails on each side,and eve p p g LAKE LST 1.10. E 4. When the slope in the direction of travel of arty walk exceeds 1 vertical to 20 adjacent to the curb ramp,or accessible route,shall not exceed 12o Ys every stairway at least 25%of the total number of public telephones,including 5. Raised characters or symbols shall be a minimum of 5/8" K horizontal It shall comply with the provisions of section 1007 as a pedestrian within 4'of the top and bottom of the curb ramp.The slope of the Note:Blank spaces are to be filled In with appropriate information as a required to be more than 88"In width shall be provided with not less closed circuit telephones in a building or facility,shall be equipped high.(sec 1117b.5.5.2) ��T=\ ramp. fanned or flared sides of curb ramps shall not exceed 1 vertical to 8 permanent pen or the sign. than one intermediate handrail for each 88"of required length. with a volume control.such telephones shall be capable of a . 1)It[AM F.;Y'ntr M I (sec 1133b.7.3) horizontal.(sec 1127b.5(3)) Intermediate handrails shall be spaced approximately equally across minimum of 12 clog,and a maximum of 1 B dba above normal If an c, Pictorial symbol signs(pictograms)shall be accompanied by ` 15. The surface of each accessible parking space or stall shall have a the entire width of the stairway. automatic reset is provided,18 dba may be exceeded.Public the equivalent verbal description placed directly below the S. Welk and sidewalk surface cross slopes shall not exceed 1/4' r foot.sec 4. A level landing 4'deep shall be provided at the upper end of each surface identification duplicating either of the following schemes: (sec 1133b.4.1 1 p per ( P PP ) telephones with volume control shall bein hearing aid compatible pictogram.The border dimension of b.the pictogram shell be a For the Parks & curb ramp over Its full width to acme[safe egress from the ram (sec 1129b.4 fig 11 b-18a,b,&c) 1133b.7.1.3) P 9 P and shell be Identified by a sign containing a depiction of a minimum of 8"in height.(sec 1117b.5.5.3) surface,or the slope of the fanned or flared sides of the curb ramp 2. Handrails shall be 34"to 38"above the nosing of the heads. telehone 6. Walks shall be provided with a level area not less than 60"lay 60"at a shall not exceed 1 vertical to 12 horizontal. a By outlining or painting the stall or space in blue and outlining on the Handrail end mounting device shall be designed far 250 pounds (see 1117b,2g,set with radiating sound waves. Recreation door or gate that swings toward the walk,and not less than 48"wide (sec 1127bb(4)) ground in the stall or space In white or suitable contrasting color a p/linear feet load(sec 1133b.4.2.1 fig 11 b-35) 44"deep at a door or ate that swings awe from the walk. sec profile view depicting a wheelchair with occupant; E Contracted grade 2 braille shall be used wherever braille symbols District by P 9 9 Y ( tg, If a total of four ri more public pay telephones are provided at the 9 Y 1133b.7.5) 5. Transitions from ramps to walks,gutters,or streets shall be flush a. Hantlralls shall extend a minimum of 12"beyond the top nosing interior and exterior of a site,and if at least one of the total is In an are specifically required in other portions of these regulations, and free of abrupt changes,except that the lower end of each curb b. By outlining a profile view of a wheelchair with occupant in white on and 12"plus the tread width beyond the bottom nosing. interior location,then at least one interior public text telephone dots shall be 1/10"on centers In each cell with 2/10"space i. Walks shall extend a minimum of 24'to the side of the strike edge of ram shell have a 1/2"lip beveled at 45 degrees. blue background.the profile view shall be located so that it is P phone P a door or gate that swings toward the walk. p p 9 k9 p (sec 1133b.4.2.2 fig 11 D35&37) shell be provided. between cells.Dots shall be raised a minimum of 1/40"above the (sec 1127b.5(1)fig,11b-20c,case e&11b-22) visible to a traffic enforcement officer when a vehicle is property (sec 1117b.2.9(1)) background.(sec 1117b.5.6) (sec 1133b.75) parked in the space and shall be 36"high by 36"wide. 4. Where the extension of the handrail in the direction of the stair run e. If well-defined (corner type)curb ramps have parallel t curbs re other S. All walks with continuous gradients shall have level areas at least 5'In well-defined edges,such edges shall be parallel to the direction of would create a hazard,the termination of the extension shall be h Text telephones shall comply with the following: 7. All building length at intervals of at teas[every 400. F. PEDESTRIAN GRADE SEPARATIONS made either rounded or returned smoothly to the floor,wall,or g entrances that are accessible to and usable by pedestrian flow.The bottom of diagonal curb ramps shall have 48" (sec 1117b.2.9(2)) persons with disabilities and at every major junction along or (sec 1133b.7.6) minimum clears ace.If diagonal curb ramps are provided at 1. Pedestrian ramps on pedestrian grade separations shall comply post.Where the stairs are continuous from landing to landing,the p 9 p p 9 p p y inner rail shall be continuous and need not extend out into the e. Text telephones used with a pay telephone shell be leading to an accessible route of travel shall be identified with a marked crossings,the 48"clear space shall be within the markings. with the requirements of section 1007 for ramps.(sec 1128b) sign displayingthe international symbol of accessibility 9. Walk and sidewalk surfaces shall be slip-resistant as follows: landing.(sec 1133b.4.2.2 fig 11b-37) permanently an ac within or adjacent to the telephone 9 sY to and with If diagonal curb tempo have flared sides,they shall also have at additional directional signs,as required,to be visible to (sec 1133b.7.1) enclosure.If ore acoustic coupler is used,the telephone card 9 q persons least a 24"long segment of straight curb located on each side of 2 Where pedestrian grade separations cross streets or other shall be sufficiently long to allow connection of the text along approaching pedestrian ways.(sec 1117b.5.7&1127b.3) a, Surfaces with a slope of less than 6%gradient shall be at least the curb ramp and within the marked crossing. vehicular traffic ways,and where a street level crossing can e. Ends shall be returned or terminate in newel posts or safety telephone and telephone receiver. as slip-resistant as that described as a medium salted finish. (sec 1127b.5(9)) reasonably and safely be used by persons with disabilities,there terminals.Handrail shall not rotate within the fittings (sec 1117b.2.9(1)) shall be provided conforming curb ramps and a usable pathway. (sec 1133b.4.2.3 fig 11 b-35&37) e. When permanent identification is provided for rooms and It Surfaces with a slope of 6%gradient shell be slip-resistant, 7. The surface-r each curb ramp end its flared sides shell from stable, b. Pay telephones designed to accommodate a portable text spaces,raised letters shall be provided and shall be � firm,and slip-resistant end shall be of contrasting finish from that of (sec 1128b) 10, Walks,sidewalks,and pedestrian ways shall be free of gratings the adjacent sidewalk.(sec 1127b.5(5)) 6. The handgdp portion of handrails shall be not less than 1-1/4"nor telephone shall be equipped with a shelf and an electrical accompanied by braille in conformance with sections 1117b.5.8 W W whenever possible.For gratings located in the surface of any of 3. Cross slopes of walking surfaces shall be the minimum possible more than 1-1/2"in cross sectional dimension or the shape shall outlet within or adjacent to the telephone enclosure.The through 1117b,5.6.3.Signs shall be installed on the wall W these areas,grid openings In gratings shall be no greater than I/V and shall not exceed 1/4'per foot.the slope of any appreciably provide an equivalent gripping surface,The hendgrip portion of telephone handset shall be capable of accommodating a text adjacent to the latch side of the door.Where there is no wall W cc wide in one direction.If gratings have elongated openings,they shall I. All curb ramps shall have a grooved border 17 wide at the level warped walking surface shall not exceed 1 vertical In 12 horizontal handrails shall have a smooth surface with no sharp corners.Any telephone and shall have 6"minimum vertical clearance in the space on the latch side,including at double leaf doors,signs O G be placed so that the long dimension is perpendicular to the surface of the sidewalk along the top and each side approximately In any direction.(sec 1128b) wall or other surface adjacent to the handrail shall be free of area where the text telephone is to be placed. shall be placed on the nearest adjacent wall,preferably on the .4 dominant direction of travel.(sec 1133b.7.2 fig 11 b-7e(a)) 3/4"on center,All curb ramps constructed between the face of the sharp or abrasive elements.Edges shall have a minimum radius (sec 1117b.2.9(2)) right.mounting height shall be 60"above the finished floor to the Z= Z curb and the street shall have a grooved border at the level surface of 1/8".(sec 1133b.42.6 fig 11 b-36) c. Equivalent facilitation may be substituted for the above centerline of the sign,Mounting location shall be determined so � G.ENTRANCES&EXITS requirements as described in section 1117b.2.9 C.RAMPS of the sidewalk. that a person may approach within 3"of signage without y (sec 1127b.5(6)) I. All entrances and all exterior round floor exit doors to buildings encountering protruding objects or standing within the swing of 1. The maximum slope of a ramp that serves arty ezitwey,provides g 9 7. Handrails projecting from a wall shall have a space of 1-1/2" d. Text telephones shall be identified by the international TOO a door.(sec 1117bS.7) access for persons with disabilities,or Is In the path of travel shall and facilities shall be made accessible to persons with disabilities. p p between the wall and the handrail.Handrails may be located Ina symbol(see figure 11 b-14).if a facility has a public text W be 1'rise in 12'of horizontal run.sec 1133b.5.3 6, A curb ramp shall have a detectable warning that extends the full (sec 1133b.1.1) 9. Pole supported pedestrian traffic control buttons shall be W( ) recess If the recess Is a maximum of 3"deep and extends at least telephone,directional signage indicating the location of the width and depth of the curb ramp Inside the grooved border when 1 B"above the top of the rail.(sec 1133b.4.2.5 fig 11 b-36) nearest such telephone shall be placed adjacent to all banks identified with color coding consisting of a textured horizontal W F W the ramp slope is less than 1 vertical to 15 horizontal.Detectable 2. During periods of partial or restricted use of a building or facility, yellow band 2"in width encircling the pole,and a 1"wide dark 2. The cross slope of ramp surfaces shell be no greater than 1:50.(1/4" of telephones that do not contain a text telephone.Such 9 Z 9 warnings shell consist of raised truncated domes with a fight of of the entrances used for primary access shall be accessible to and B. The upper border band above and below this yellow band.Color coding i per k)(sec 1133b.5.3.1) nominal 0.9"at the base tapering to 0.45"at the[o a height usable b persons with disabilities. ppe approach find the lower tread of each stair shall be directional signage shell include the international told symbol. p 9 p 9 y p marked by a strip of clearly contrasting color arleast 2"and no if a facility has no banks of telephones,the directional signage should be placed Immediately some the control button.Control W nominal 0.2",and ecenter-to-center spacing of nominal 2.35",in & Exit doors shall be openalole from the inside without the use of a more than 4"wide placed parallel to and not more than 1"from shall be provided at the entrance or in a building directory. buttons shall be located no higher than 48"above the surface LWu w ce 3, The width of ramps shall be as required for stairways and exits, compliance with figure 11 b-23."Nominal",as used here,shall be in key or any special knowledge or effort.(sec 1008.1.8.3(2.3)) the nose of the step or landing to alert the visualy Impaired.The (sec 1117b.2.9.3) adjacent to the pole,(sec 1117b.5.9) 5 > (sec 1133b.5.2 fig 1 lb-38&39) accordance with section 12-31-102,state referenced standards Cr a �d strip shall be of material that is atleast as slip resistant as the 0 U C3 code.The detectable warning shall contrast visually with adjoining IZ If telephone books are provided,they shall be located within 48"of W 4. Pedestrian ramps serving primary entrances[o buildings having an 4. Manually operated edge or surface-mounted flush bolts and other treads of the stair,(sec 1133b.4,4 fig 11 b-35) LU Z surfaces,either light-on-dark or dark on-light.The material used to the floor if forward approached and within 54'0 side approached. occupant load of 300 or more shall have a minimum clear width of surface bolts are prohibited.When exit doors are used in pairs and O O w O g provide contrast shall been integral part t the walking surface. (sec 1117b 2.12) O Z ¢ Z Ir 60".(sec 1133b.5.2) approved automatic flush bolts are used,the door lest having the = The domes may to constructed in a part of methods,including automatic flush bolts shall have no doorknob or surface-mounted 9. Where stairways occur outside a building,the upper roach cast-In-place or stamped,or may be pert of a prefabricated surface y g, pP approach S.HAZARDS&PROTRUDING OBJECTS a1 tJn D J 5, All other pedestrian ramps serving rime entrances shall have a freatment. sec 1127b.5 hardware.the unlatching of any lest shall not require more than one and all treads shell be marked by a strip of clearly contrasting i p P 9 primary ( (7)) operation.(sec 1008.1.8.4) color at least 2"and no more than 4"wide and laced parallel to 1. abrupt changes in level,except between a walk or sidewalk and an � w p W minimum width of 48".(sec 1133b.5.2) P P 9 P w a� W � alai fro W 10 Curb rams shall be located or protected to prevent their and not more then 1"from the nose of the step or landing to alert adjacent street or driveway,exceeding 4"in a vertical dimension, w 0 3 o Y P P P 5. Latching end locking doors that are hand activated end which are i / I, w m 8, Landings shall be provided et the to and bottom of each ram obstruction by parked cars.(sec 1127b.5(8)) in a path of travel shall be o erable with a sin le effort lever the visually impaired.The strip shall be of a material that is to such al at planters pedestrian fountains a s,shall in or adjacent trwalks, �/Y/v g �/ g g p p P� p p 9 � type least as slip-resistant as the other treads of the stair.A painted sidewalks,or other petlestrlen ways,shall be identified by warning (sec 1133b.6.4.1 fig 11b-38&39) hardware,panic bars,push-pull activating bars,or other hardware slip shall be acceptable.(sec 1133b.4.4 fig 11 b-35) curbs projecting at least 6"in height above the walk or sidewalk E.PARKING designed to provide passage without requiring the ability to grasp surface to warn the blind of a potential drop off. DATE: 7. Intermediate landings shall be provided et Intervals not exceeding 1. Where single accessible Parking spaces are provided,the shall be the opening hardware.Locked exit doors shall operate as above in 02-05-2009 3o"of vertical rise and at each change of direction 9 P 9 P P Y to, All treed surfaces shall be slip-resistant.Treads shall have (sec 1133b.7.4) 14'wide and outlined to provide a 9'parking area and a 5'loading egress direction.(sec 1008.1.8.5) smooth,rounded,or chamfered exposed edges,and no abrupt(sec 1133b.5.4,1 fig 11 b-38&39) and unloading access aisle on the passenger side of the vehicle. p 1 p 2. when a guardrail or ihandrail Is Provided,to warning curb is REV.• opscaiPrioh pate 8, Top landings shall be not less than 60"wide and shall have a length (sec 1129b.3(1)fig 11 b-1 ED) a Hand-activated door openinghardware shall be centered between 34" etlges;t the nosing(lower front etlge).(sec 1133b.4.5.1 fig required when a walk or sides provided centered 3"±1"r less the 11b-35 surface of the walk or sidewalk,the walk is 5 percent or less of not less than 60"in the direction of ramp run. 2. When more than one accessible parking space is provided,In lieu and 48"above the floor,(sec 1008.1.8.2) gradient,or no adjacent hazard exists.(sec 1133b.8.1 fig a (sec 1133b 5.4.2 fig 11 b-38&39) of providing a 14'wide space for each parking space,two spaces 11. The nosing shall not project more than 1-1/2"past the face of the P 9 P 9 11b-27(b)) can be provided within a 23'wide area lined to provide a 9'parking riser below.(sec 1133b.4.5.2 fig 11 b-35) 3 9. Doors In airy position shall not reduce the minimum a dimension of the p p le 9 7. Every doorway which is located t within an accessible path of travel area on each side of a 5'loading and unloading access aisle in the a objects projecting from wells with their leading edges between 27" ramp landing to less than 42"and shall not reduce the required width shall be of a size as to permit the installation of n door not less than and 80"above the finished floor shall protrude no more than 4"into by more then 3"when fully open. center.(sec 1129b.3(1)fig 11 b-18a&c) 3'in width and not less than 6'-B"in height When installed,exit 12. Open risers are not permitted.(sec 1133b.4.5.3 fig 11 b-35J p (sec 1133b.5.4.3 fig 11b-38&39) doors shall be capable of opening so that the clear width of the exit walks,halls,corridors,passageways,or aisles. s is not less than 32",measured between the face of the door and 13, Approved stairway identification signs shall be located at each (sec 1133b.8.6.1 fig 11h-7a) 3. The minimum length of an accessible parking space shall be 1a. e 10. The width of the landing shall extend 24"past the stroke edge of or local ordinance sec 1129b.3 1 fig 11b-18a,b,&c) the opposite stop,(fig11 b-5b&11b-33 floor level In all enclosed stairways In buildings four or more ( by )( () g P ) 4. objects mounted with their leading edges t into below 27"above psswry sr. -ea. any door or gate for exterior ramps and 18"past the strike edge stories In height,two or more stories in height for DSA/AC the finished floor may protrude any amount into walks,halls, DLR 0804 for Interior ramps.(sec 1133b.5.4.4 fig 11b-39) requirements.The sign shall identify the stairway,Indicate corridors,passageways or aisles.(sec 1133b.8.6.1 fig 11b-7a) oanwssv as "no. 4. When less than 5 parking spaces are provided at buildings and facilities R. Where a pair of doors is utilized,at least one of the doors shall whether there is roof access,the floor level,and the upper and DLR XX-)D= 11. At bottom and Intermediate landings,the width shall be at least the subject to these regulations,one shall be 14'wide and lined to provide a provide a clear,unobstructed opening width of 32"with the leaf lower terminus of the stairway.The sign shall be located same as required for the ramp,(sec 1133b.5.4.5 fig 11 b-38&39) 9'parking area and a S loading and unloading area however,there is no positioned at an angle of 90 degrees from its closed position. approximately S above the floor landing in a position which is 5 free-standing objects mounted on posts or pylons may overhand requirement that the space be reserved exclusively or Identified for use (sec 1008.1,1) readily visible when the door is in the open or closed position or 12"maximum from 27"to 80"above the ground or finished floor. SCALE. i2, Intermediate landing at a change of direction in excess of 30 degrees by persons with disabilities only. as required by DSA./AC the sign shall be located approximately 5' (sec 1133b,8.6.1) and bottom landings shall have a dimension in the direction of ramp (sec 1129b.3(1)) 9, When an automatic door operator Is utilized to operate a pair of above the floor landing immediately adjacent to the door on the run of not less than 72"to accommodate the handrail extension.(sec 5. One in every eight accessible spaces,but not less than one,shall doors,at least one of the doors shall provide a clear,unobstructed strike side.Signs shall comply with the requirements of CBC Stoll, 6 Protruding objects shall not reduce the clear width of an 1133b.5.4.6 fig 11 b-38&39) be served by an access aisle 96"wide minimum and shall be opening width of 32"with the door positioned at an angle of 90 no.10-2.sec 133b.4.3 accessible route or maneuvering space.(sec 1133b.8.6.1) ADA STANDARDS designated van accessible.All such spaces may be grouped on degrees from its closed position.(sec 1008.1.3.2) 13 Other intermediate landings shall have a dimension in the direction of one level of a parking structure.(sec 1129b.3(2)) O.PUBLIC TELEPHONES 7. Walks,halls,corridors,passageways,aisles or other circulation NOTES I. spaces shall have 80'minimum clear head room. ramp run of not less than 60".(sec 1133b.5.4.7 fig 11 b-38) 1a. For hinged doors,the opening width shall be measured with the Ii public telephones are provided,they shall be made accessible (sec 1133b 8.62 fig 11 b•7a) 6. Surface slopes of accessible parking spaces shall be the minimum door positioned at an angle of 90 degrees from its closed position. (sec 1117b.2.1) ^{I'i NO 14 Ramp landings are not considered In determining the maximum possible and shall not exceed 2%in any direction. (sec 1008.1.1 fig 11b-33(a)) ■ horizontal distance of each ramp.(fig.11 b-38&39) (sec 1129b.3(4)) Gai ADA7,2/5/2009 7:54:13 AM I SCREEN WALL-WHERE OCCURS SYMBOL PROPORTIONS ALL EQUAL SQUARES) ( THIS INTERNATIONAL SYMBOL OFACCESSIBILffYlS USED TO IDENTIFY Ti701N.SO. ACCESSIBLE FACIUMES : Z ACCESSIBILITY PLANTER AREA OR SIDEWALK SIGN PER SEC. FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE Tn 1129B.5 _ SHALL USE THIS INTERNATIONAL SYMBOL OF ACCESSIBILTY THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND.THE BLUE SHALL BE EQUAL TO COLOR NO,150901N FEDERAL STD.NO.595A.THE APPROPRIATE ENFORCEMENTAGENCY MAY 5" 45138 East Florida Avenue LITE POLE SCHEDULE Z 4 APPROVE SPECIAL SIGNS AND IDENTIFICATION NECESSARY TO HEIGHT A B C G STRIPES@ COMPLIMENT THE PREVAILING DECOR OR UNIQUE DESIGN WHEN IT IS 1 1''G2 Hemet,California 92544 O 36"O/C _ 4„ Tel:(951)652-4800 (760)568-2300 14' 4'-0' 24"0 4"SQ. 12.5"XI2.5%10 B.P. w U DETERMINED THAT SUCH SIGNS AND IDENTI-FICAT10N PROVIDES Fax:(951)927-7094 2 ADEQUATE DIRECTION TO HANDICAP PERSONS.CONTRAST SHALL BE 1B 4'-4" 24"0 4"SO. rn 12.5"X72.5"Xt/2'B.P. ZO EITHER LIGHT CHARACTERS ONADARK BACKGROUND OR DARK email:dlrichartGbeachdesigninc.com 24"0 12.5"X12.5X1/0 B.P. TT d F NO PARKING" CHARACTER ON A UGHT BACKGROUND. i9 T_� 20 4'-10" 24"0 4"SQ. 11.112.6%112-B.P. O LETTERING TO BE 2. S'-6" 240 4"SO. 12.5'X12.5"X1/2'B.P. LIGHT HEAD ¢ 12"HIGH LETTERS CHARACTER SHALL BE RAISED WHERE USED FOR THE MSl1ALLY IMPARED A 24' 5'-10" 24"0 4"SO. 12,5'X72.SX1/2'B.P. STANDARD Za MINIMUM WHITE(TYPICAL) MINIMUM OF S/B INCHES OR RECESSED MINIMUM OF I/4". 5' ' <-p E N�905T41��'`�G� 26 S'-10" 24"0 4"SQ. 12.5'X12.5"X1/2"B.P. � ALL BUILDING ENTRANCES THATARE ACCESSIBLE TO A USRBLESY' s s m A 3 TYPICAL PAVEMENT PHYSICALLY HANDICAPPED SHALL BE IDENTIFIED WITH AT LEAST ONE STD,. 9P A 5 SYMBOL PER SEC. S9+dB 2 _ SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS A8 REQUIRED,TO 1 Owe° 1129B.5 VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.aD i—� THE U.B.C.REQUIRES THIS SYMBOL AT THE FOLLOWING LOCATIONS: I CAU�O Ud ® ACCESSIBLE PARKING SPACES \ #4 VERT.@ = Q • ACCESSIBLE AREAS OF REFUGE The designs,drawings,and speoficanuns,as lose umena of / I M.OF 4) C S MIN. . ACCESSIBLE PASSENGER LOADING ZONES service,are me property of Beach Design,Inc.Any use or • ACCESSIBLE TOILET AND BATHING FACILITIES(IN ADDITION TO DOOR publteatlon,accept whole or In part,by am method,shall be Y-0"MIN. 8'VANS 9'-0"MIN. pnyvisualconestwwrmenpermhslonofeeacn Desigwhole'rIn 23'0"MIN BLUE COLOR TO BE EQUAL TO COLOR SYMBOLS) Any visual contest with me aocoments harem,m whole or In _4„ 8„ 11 e #15090 IN FEDERAL STANDARD 599-8 pan,consnmces prima race evidence of mere msmamns. 24"0 CONIC CBB08 Beach Design,Inc. PEDISTAL PLAN VIEW Y" a TYPICAL ADA PARKING STALL SCALENONE. O INTERNATIONAL SYMBOL of ACCESSIBILITY SC NONE O ADA PAVEMENT MARKING SCALE: O p p Professional Members NOT TO SCALE 12" 12 X 24 X.080 ALUM.SIGN BOLT TO PIPE W/3/8"0 EIVETU.N.O.ICAL CURB.TYP. B D th.e Buildingrican Design 5" CADIUM PLATED BOLTS,NUTS AND WASHERS GROUT&DBL r'-a— - NUT "i I I BA WIDE BORDER(WHITE REFLECTIVE CONCRETE SIDEWALK SITE PLAN _____ RE ER ED BACKGROUND) o 0 0 0 � Another Capital Hi N PA RKI G �°WIDE GREEN COLOR BAND(SERIES"Cl O O A�A ACCESSIBLE RAMP.MAX tit Improvement F.G. j4i Project ty —_ n_�_____�,_,I - HANDICAP SYMBOL IN COMPLIANCE W/APPLICABLE =I I= I I r CODE REQUIREMENTS O O O NO VERTICAL RISE AT RAMP TO LANDING III—I i ° I° II—Ii a 1.67°APPROX, O o $fir CITY OF -. -a- =+-a A O O r�/\ I �c.N D HANDICAP ALL LETTERING SERIES"C"GREEN COLOR TAPERED O O O , v L A I\E�L S 11.0■`E PLACES Li .. --1 =s---- PERMIT WHITE REFLECTIVE BACKGROUND ��EDGESWHERE F . . [)REAM EXTREME CC ONLY THE BOTTOM OF THE VAN ACCESSIBLE SIGN SHALL ���CCC EXPOSED T Q © O O PEDISTAL FOOTING ORDINNxcE NO.IBM BE NO LESS THAN 36"ABOVE FINISH GRADE THE VAN ACCESSIBLE SIGN SHALL BE CENTERED TYP. SECTION A-A O OO & For the Parks & 03 TIES @ r UNDER THE ACCESSIBLE PARKING SIGN Recreation IT O/C E; N VANVBLACKCOFFEE fie"WIDE BORDER(WHITE REFLECTIVE BACKGROUND) .33"@ TOP APART �B"WIDE GREEN COLOR BAND(SERIES"C") `� ACCESS AISLE,STRIPING PER District r� ACCESSIB .66"@ BASE - _ PLANS --— _ __ FLUSH TRANSITION ON TO lh MIN.STEEL POST EMBED IN CONC.18"MIN.W/ __- --_- SIDEWALK WELDED WATER TIGHT CAP PAINTED P&L 6118 TYPICAL PLAN RECUIR D DOMES e REQUIRED LIGHT POLE STANDARD SCALED: O ADA PARKING SIGNAGE SCALE: SCALE: SCALE: NONE (�) TYP. TRUNCATED DOMES NONE O ADA RAMP C PARKING NONE O 8 NOTES- 1-X IX-TUBULAR STEEL 3 X- WM W ❑2 "STEEL PLATE CENTER IN TUBING 12"MAX UNAUTHORIZED VEHICLES LETTERING ON SIGN MUST 2" 1'-3"MIN. g,21. ° HANDICAPPEDSIGNAGE,SEE DETAIL CONCRETE CURB OR tIf.W PARKED IN DESIGNATED BE A MINIMUM OF 1"IN THIS SHEETFOR SIGN TEXT J WHEELSTOPS OU) O ACCESSIBLE SPACES NOT HEIGHT 2 a CONCRETE FOOTING DISPLAYING DISTINGUISHING ?+ PLACARDS OR LICENSE WHITE REFLECTIVE < FINISH GRADE / z Z MGM PLATES ISSUED FOR PERSONS BACKGROUND NOTE:GRIND AND SMOOTH ALL o WITH DISABILITIES MAY BE WELDS.PRIME AND PAINT BLACK N TOWED AWAY AT OWN ER'S 1 EPDXYSIGNAGE TO BASE EXPENSE.TOWED VEHICLES APPROPRIATE INFO. — - _ 2"WIDE STRIPPING W W W MAY BE RECLAIMED AT MUST BE INCLUDED ON 4 5 z 'WHITE" �u/450 E.Latham Ave. SIGN(MIN.1"IN HEIGHT) _ _ _ i Z Hemet,CA 92543 II II II OR BY TELEPHONING 4 W/� N Cj N (951)765-2400 17 X 22 X 0.060 ALUMN.SIGN. I I I I _ Z V>°' NBJ rs°' LLI BOLT TO PIPE W/%"H N p ULIE v CADIUM PLATED BOLTS, °, 12" 12" 1 T 12" U Z Ui w NUTS AND WASHERS �' ° I 0000 Q 0�� z . `=z rr Y Fn rr SCALE: //�+�WgLw w U)W SITE ENTRANCE SIGN TEXT NONE O SITE ENTRANCE SIGNAGE SCALo, OTYP. PEDESTRIAN HAZARD CLR. 7co 10 CITY STD. PARKING STRIPPING SCALE:NONE 1� ¢ Vyag a o'� THIS DIMENSION POINT IS MIN,3'4'FROM FENCE, 10 DATE: 02-05-2009 WALL,BUILDING FACE OR a 6" PROPERTY LINE U.N.O.ON DRAWINGS SEE LANDSCAPING REV# DESCRIPIKIN DATE AND CIVIL FOR I -i i (2)#3 REBAR al(2) CONCRETE OR DEPTH HORIZONTAL T ASP.C.C.CONC.REFER TO i I TOP OF A.C.PAVING PLAN CIVIL Q SCALE:N.T.S. > (#IIII�1f�l�li s SECTION A-A SCALE:N.T.S. 4,0„ DLR 0804 nBnn W I I€ (( _ r mwwn an DLR rw rvp,:XX-)O= .t 1 SCALE: NOTED (7<„ ,nl„ ;,I - SITE DETAILS #5 RE BAR 18"LONG THROUGH ARROW (MIN) ELEVATION EPDXY TO A.C. REFER B PAVING REFER TO CIVIL SCgLE:N.T.S. SHEET n'o.. Ih SCALE: SCALE: SCALE: SCALE: TYPE CONC. WHEEL STOP NONE 12 CONCRETE PLANTER CURB NONE 13 DIRECTIONAL ARROW 1„=,'_0" 14 NONE 15 1 ■� SITE-DET,2/5/2009 7.56:10 AM GRADING NOTES: IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL OWNER/APPLICANT: CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST CITY OF LAKE ELSINORE EDITION OF THE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. PRECISE GRADING PLAN LAK S.MAIN STREET LAKE ELSINORE,CA 92530 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, PHONE:(951)674-3124 PRIOR TO ANY OPERATIONS. E L S I N O FR E S E N I O R C E N T E FR 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ASSESSOR'S PARCEL N0. SITE ADDRESS ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. GRADING NOTES (continued): ASSESSOR'S SITE E. ADDR S DR.27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE \\ LAKE E. LAKESH RE R. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. \\ \ (24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. kC LEGAL DESCRIPTION 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. a \\ \'`G N�RE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. *' \QR/l iic 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL,UNLESS OTHERWISE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. APPROVED,AND SHALL BE SHOWN ON PUN. FACILITIES k. \ 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE 31 GRADINGYOPERATION,SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF N o • TOPOGRAPHY SOURCE: APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE GROUND TOPOGRAPHIC SURVEY BY MARVIN LANCASTER SURVEYS,LS NO.6054 EXPIRES: COMPACTION OUT TO THE FINISHED SURFACE. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 6/30/0,DATED:OCTOBER 2008 SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER n 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE THREE(3)LAYER A.S.T.M.D-1557-70 TEST METHOD. GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. W E BENCH MARK , 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE THE I THE BENCH MARK USED ON THIS SURVEY IS THE COUNTY OF RIVERSIDE BENCH MARK"EL-43-80" BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING '� LOCATED 0.35' EAST OF THE INTERSECTION OF MAIN STREET AND LAKESHORE DRIVE, 1'SOUTH OF A OF FILL DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SURVEY MARKER POST AND HAVING AN ELEVATION OF 1265.01 FEET. BENCH MARK IS A 1-1/2" 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION SHOWN ON THESE PLANS. $ ALUMINUM CAP IN A 6"CONCRETE COLLAR. OF GROUND IS APPROVED BY THE SOILS ENGINEER. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD, if. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PRIOR TO ROUGH GRADE APPROVAL. 13 BASIS OF BEARINGS THE BASIS OF BEARING USED ON THIS SURVEY IS THE WESTERLY LINE OF THE SUBJECT PROPERTY, PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1X(MINIMUM)TO FLOW LINE OF EARTH 35. APPROXIMATE DATE OF:SWALL. BEARING NORTH 09'47'00" EAST AS DEFINED BY RECORD OF SURVEY MAP ON FILE IN BOOK 42,PAGE BEGINNING OPERATION: 60 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS COMPLETION: SURVEY NOTICE LESS THAN TEN FEET(10'),AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10'). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE IF THIS PROJECT IS CONSTRUCTION STAKED BY A SURVEY CREW THAT IS NOT UNDER THE DIRECT FEET(2')FROM THE TOP OF CUT OR FILL SLOPES. INCHES(3")WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(3')OF FINISH L `SHEET Np SUPERVISION OF THE SIGNATORY ENGINEER,THEN SAID ENGINEER WILL NO LONGER BE THE ENGINEER GRADES, UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY OF RECORD AND IS NOT RESPONSIBLE FOR THE FINAL OUTCOME OF THE PROJECT. THE SIGNATORY 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES APPROVED BY THE SOILS ENGINEER. OVER 5' HIGH. / ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT COULD HAVE BEEN i 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION �- SHEET N0. 3 L CORRECTED HAD THE PROJECT BEEN CONSTRUCTION STAKED BY A SURVEY CREW UNDER HIS DIRECTSUPERVISION. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS BEFORE APPROVAL ALONG THE TOP OF CUT SLOPES. 1. 1 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE 1 1 OPINION OF EARTHWORK QUANTITIES 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. BUILDING DEPARTMENT. CUBIC YARDS OF CUT 1,100 CY RAW 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES) \\ CUBIC YARDS OF FILL 450 CY RAW PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. �� ' THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS VOLUMES AND DO AND EXPANSIVE CHARACTERISTICS OF THE SOIL ®- NOT INCLUDE THE EFFECTS OF SCARIFYING,OVER EXCAVATION, RECOMPACTION,SHRINKAGE, NPDES WDID/_NA DATE PERMIT ISSUED: SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND PERMITTING FEE PURPOSES ONLY. REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE REMOVAL AT OWNER'S EXPENSE. N CONTRACTOR DURING GRADING OPERATIONS,NOR CAN THE CIVIL ENGINEER GUARANTEE THE EXACT SOIL 18. THE SOILS ENGINEERING INVESTIGATION DATED_NA_PREPARED BY(ENGINEER y CONDITIONS OVER THE ENTIRE SITE,THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL CONSULTANT)DATED AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED PRIVATE ENGINEER'S NOTICE TO CONTRACTOR U EARTHWORK QUANTITIES. PREPARED BY(GEOLOGIC CONSULTANT),SHALL BE CONSIDERED A PART OF THIS THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR T GRADING PLAN AND SHALL BE IN COMPLIANCE. CONTRACTOR AGREES THAT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE PURPOSES OF BIDDING,CONTRACT AND CONSTRUCTION. HE CONDITIONS DURING THE COURSE SE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND I STANDARD DETAIL NOTE RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, STANDARD DETAILS SHOWN ARE FOR INFORMATION PURPOSES ONLY.CONTRACTOR SHALL REFER TO THE ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY SPECIFIED OFFICIAL STANDARD DETAIL TO VERIFY CRITICAL DIMENSIONS AND MATERIAL SPECIFICATIONS GROUND SHALL BE GIVEN. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I WHEN POSSIBLE. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COPYRIGHT NOTE: SWPPP RESPONSIBLE PARTY COMMENCEMENT OF ANY CONSTRUCTION/GRADING. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE LIMITED TO THE SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS SPECIFICALLY LIMITED TO SUCH USE. RESPONSIBLE PARTY: 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A I CONTACT PERSON: SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES REPRODUCTION, PUBLICATION,OR NGI USE BY ANY METHOD,IN WHOLE OR IN PART WITHOUT THE ADDRESS:EXPRESS CONSENT OF ANTAEAN ENGINEERING,INC. IS PROHIBITED. TITLE TO THE PLANS AND y OVER THIRTY FEET(30')IN VERTICAL HEIGHT.) SPECIFICATIONS SHALL REMAIN WITH ANTAEAN ENGINEERING, INC.WITHOUT PREJUDICE. VISUAL J PHONE NUMBER:(_) 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. CONTACT WITH THESE PLANS SHALL CONSTITUTE PRIMAFACIE EVIDENCE OF THE ACCEPTANCE OFF EMERGENCY PHONE NUMBER:( J THESE RESTRICTIONS. 0200DANTAEAN ENGINEERING,INC. s ® NNN I NUMBER Of DISTURBED ACRES:O.Bi 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION UTILITY NOTIFICATIONS SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AT I MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. SHEET NO T.6S.,R.4W.,SEC.0 S.B.M.LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION: 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: CITY OF LAKE ELSINORE-GENERAL (951)674-3124 a. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ; I N ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. CITY OF LAKE ELSINORE-FIRE DEPT. (951)674-1220 b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND UNDERGROUND SERVICE ALERT 811 FILLING OPERATIONS. W E SOUTHERN CALIFORNIA GAS COMPANY (951)928-2808 c. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL INDEX MAP H d. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. GENERAL TELEPHONE COMPANY (951)929-9436 SOUTHERN'CALIFORNIA EDISON COMPANY (951)928-8323 0' 20' 40' 80' 120' 160' �p4M 4Pf, 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH RCEEA ICE PLANT OR GRAPHIC SCALE IN FEET - MR�s r ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES GROUND D CENTER. SLOPES OVER ELSINORE VALLEY MUNICIPAL WATER DISTRICT 'G FIFTEEN FEET 15' IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED (951)674-3146 1•_�• WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT ogr�HpgF c TEN FEET(10-)ON CENTER:TREES AT TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN LA FEET(15')ON CENTER. SLOPES OVER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE ABBREVIATION$ - KFS HORE DRIVE �P PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. AIR VALVE AV PAD ELEVATION PE - - - __26. APPROVED MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOININJOININ P ASSESSOR'S PARCEL NUMBER APN PROPERTY UNE PL ASPHALTIC CONCRETE AC POWER POLE PP LAKE ELSINORE- PROTECT PROPERTIES DURING THE GRADING PROJECT. BOTTOM OF SLOPE BS RIGHT-OF-WAY R/W _ - 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE CENTER LINE CL TEMPORARY BENCHMARK TBM SEE SHEET NO. 3 FOR ALL - z RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. EDGE OF PAVEMENT EP TOP OF CURB TC - - FINISHED FLOOR FF TOP OF DIKE TD CONSTRUCTION NOTES AND FINISHED SURFACE FS TOP OF FOOTING TF FINISH GRADE FG TOP OF PAVEMENT TP Underground Service Alert FIRE HYDRANT FM TOP OF RIM TOR ESTIMATED QUANTITIES VICINITY~ FLOW LINE FL TOP OF SLOPE TS NOT TO SCALE NVERT IN Call: TOLL FREE HIGH POINT HIP INV UNDER FLOOR ELEV. LIFE TOP OF WALL TW TNOM4SBROS.PAGE866,COORDE-81008EDMON I 81 1 IRRIGATION FACILITIES IRR VERTICAL CURVE VC MATCH EXIST. ELEVATION N.E. _ _ _ _ - - Q 111 DIAL BEFORE r1111E. F 1111EIS YOU DIG 1PTIO 1I OFF 2 INDEX MAP,TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG 2 OF 2 PRECISE GRADING PLAN p PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i MARK REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TH APPROPRIATE PREPARED UNDER THE DIRECTION OF: SEAL - ENGINEER APPR. DATE A I IJRdILmnin.CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND PaOFEssfp�,_ A VT EA CITY OF LAKE ELSINORE SHEET N0. ACCEPTABLE. � o G Sc f ..> //�� r ® I O f;IIpIIIPI'I'lllll, M ENGINEERING, INC. 11111111nr117iu� o 42111 S[eRon A-.H-1,1A 121410 Ph:(951)927.3636.Fa:927 4336 < NO.18451 A SCALE: i * EIS as-zaaB * HORZ:SEE ABOVE VERT:N A BE DESRIPTIONNCHMARK: ABOVE LAKE ELSINORE SENIOR CENTER of 3 SHEETS o KEN A. SEUMALO, RCE NO.56915 DATE MERLE G.SCHULZE,RCE N0. 10451 DATE sr r PRECISE GRADING PLAN FILE N0. CITY ENGINEER LIC. EXP.:06-30-2009 4 IVl CITY OF LAKE ELSINORE t�OF Cpl.1F DATE: 02-06-09 TITLE SHEET I Y I CONSTRUCTION NOTES . 0 DESCRIP11ON �'�' ��p++ LAKESHORE DRIVE O1 PROTECT IN PUCE \ •��y,�_ O2 REMOVE d REPLACE AS NECESSARY •... .... TZ: RELOCATE AT CITY'S DIRECTION ® REMOVE EXIST.IMPROVEMENTS WHERE NEW IMPROVEMENTS PROPOSED •'\ \ ; OS CONSTRUCT 6"TYPE DCURB-ONLY PER RIV.CO.STD.204 6O CONSTRUCT TYPE A-6 CURB d GUTTER PER RIV.CO.STD.200 O CONSTRUCT 6""NO-SLOPE"CURB d GUTTER PER RIV.CO.STD.200 - �, SIGN MODIFIED GUTTER TO MATCH ADJACENT PAVEMENT SLOPE --. 1 SG OB CONSTRUCT 12"WIDE,4"THICK PCC WALK STRIP BEHIND CURB ; •'k ` w -" •' SIGN 1 y _ a 9 CONSTRUCT 4'WIDE CONCRETE RIBBON GUTTER PER DETAIL SHT.3 POW POLL 1 /i \ 10 CONST.4'THICK PCC(OR OTHER MATERIAL PER ARCH.)SIDEWALK b '" .,W \ ( ) x. ,rSIGN '•(1280) r " 11 CONSTRUCT H.C.RAMP PER ADA REQUIREMENTS d ARCHITECT f' p m _ ' — � INSTALL HANDRAIL SYSTEM ALONG TOP OF ELEVATED WALK PATHS AND .I `" ` w ,, 2:1 MAX.SLOPE = L ^' - „ ' `• I O STAIRS PER ADA REQUIREMENTS AND ARCHITECTURAL SITE PLAN W' '� \ f w, . .. Y2h 1 SWR M H� �' �< '•• • 13 CONSTRUCT CONC.V-DITCH AT TOP OF WALL PER DETAIL SHT.3 - .1 MAX.SLOPE 14 PLACE 6"PCC PAVING(DRIVE AREA)OVER 4"MIN.CL-II AGG.BASE (127)) ' w PUCE 4"MIN.A.C.PAVING(15,384 SF)OVER (�276)e m 21 MAX.SLOPE 0 .. , . s 15 6" MIN.CUSS-II AGGREGATE BASE SpE . . . . . •(12Tn' a 13 (1275)•.. 11F5. FOG SEAL OVER ALL(0.05+0.03=0.08 GAL/SY) 1e'' - 1%..,, : . - 1 :`'(1274)w. , 3.&IX'.r. . '.� ; 13 �700 .. „ ,,, 17• r '�i,�,\\ F ,ti1h1• 16 PLACE 0.10'MIN.A.C.PAVING OVERLAY PER DETAIL SHT.3 + \� 17 INSTALL PERVIOUS PAVERS PER ARCHITECT d MANUFACTURER SPECS. ter' 21 . 1,`,ITS ' >, \ .L 8 CONSTRUCT 6'MAX.PARKING AREA RETAINING WALL PER DETAIL ! >O `tl4r,. . . . . ' ' ' ' ' ' '•'g1>lO IBC 1 129 6 18B " u .v BASIN=71 12 ® SHT.3(ALL RETAINING WALLS REQUIRE SEPARATE PERMIT) •, �ayl,�c ❑ G-- —'. RIGHf-OF- AY O' 8\1N 2:) MAX.SLOPE 5 CONSTRUCT 6'MAX.RETAINING WALL PER DETAIL SHT,3 (ALL RETAINING WALLS REQUIRE SEPARATE PERMIT) t0 6915 7� 71 " s 1 CONSTRUCT B'MAX.RETAINING WALL PER DETAIL SHT.3 I 20 �pB6RIGHT-OF-WAY �6 y (ALL RETAINING WALLS REQUIRE SEPARATE PERMIT) ?, ITS. . 21 w d 10. I © CONSTRUCT 3'MAX.KEY-STONE GRAVITY RETAINING WALL PER ARCH. INSTALL 6"ZU�tN"Z886 PER MA-TRENCH"TRENCH DRAIN SYSTEM 1.8* 20 18B 7.91X 88% . ' 10 11 12 0 19 TRENCH NOs.8601-8604+CLOSED END CAP d 4"END OUTLET /' 70.86FS d CL A,STANDARD GRATES PER MANUFACTURER SIDS.d SPECS. 75.67TW _ - - ' - • l� INSTALL 6"�"Z886 PERMA-TRENCH"TRENCH DRAIN SYSTEM 06� �`2 >Or 18B 11•,�g1� >K 8 19 TRENCH NO.8603H(DAYUTE 0 CURB FACE+CLOSED END CAP FF=(1271.0) W1L Im• 3 1p m 633% 4r 1D w d CL B,ADA COMPLIANT GRATES PER MAN FACTURER STDS.d SPECS. o• -y . . .. 1 - I r` ' .^ .L . . I. .11. . . . . . . . . . � 1.93X 5 0"C.F. • '�.. w I.^. 1G J 20 INSTALL 4"DIA. PVC DRAIN PIPE I -- 13 fib) W. 21 PLACE 12" DIA,GROUTED RIP-RAP(1'DEEP MIN.) � .g61p >a O�OS�� .� �'� .ytp 16B MFtpF` 23 INSTALL WHEEL-STOP PER MANUFACTURER SPECS. 72.27 TP 24 PARKING LOT SIGNING d STRIPING 1.e l 25 PAINT AND SIGN"DISABLED"PARKING STALLS PER ADA REQUIREMENTS 5 TRANSITION [ /h 8 TO 6" 26 PLANT ALL SLOPES 4:1 OR STEEPER W/GRASS GROUND COVER PER LANDSCAPE PLANS 20 9' I 5' I 9' r B' i 9' I 8' i 9' I 5' 9' 1 6 27 ALL INCLUSIVE LANDSCAPING(TREES,SHRUBS,GRND.COVER,ETC.) p0 Ito !O —I— i — r — —.,- —. _.— —. 71 91TC 18 +'°• 10 ^ 1� 8 •lslp!• 11.97T5 71.7FL LEGEND W RAISED P 5 72.35 5 - • •. 5 II�xx ��ti m h <C 3 FIRE HYD. , BOUNDARY LINE -0- POWER POLE _ 1+T• 14 _ 1. . .(18DD) EXIST. CONTOUR (INDEX) E-- GUY WIRE $ � 1ti ° i5iH I"+ w,/JV(� ^o' ^� C6 6i 11 12 f % iM. J FLOW LINE .a SIGN I ^ bg9% /05X 1 A} . _ o .__.�..... _.�........... FENCE LANE .,� > � "F I 10 /+ 1`?'C'E o 6�3BT 'M -•-"---.DHL--- EXIST. OVER HEAD LINE ��0�� O t�f`� �/ 1,y„op`•a' •� q 98BF(CGo EXIST. CURB LINE >0 8 "'S 1 5 I 5� 1p >• `r\� 10 ^�, 5 15 c^• ASPHALTIC CONCRETE I I o>w� 989. 11 8% 1 .N �/,�, �\ /' . . . 9 L + s w „s. PROPOSED LANDSCAPE 1p p jp \ '8.t o ' ° RAISED PLANTER" '� •28T0 y y 68.59TP apt STEPS• 69 6 15 Nv ' 1 Is'A 16°+�' �y 0.5% •� n j Z� g69.15TC8V .43F(.a, IBB F4.�4 ^o B 00 /h, �, 19B 69 NV C G9 L — `' GRADE BREAK 00l •`• - - - - N - - - - - - �O/O 4.sDx I/4Q GRADE BREAK • E 1�2g N 6 W J 68.85 �t9 67.61 TP ' 10 SI I'DG aS4, 15 Cg 4SF[ 8 5 S ( ) 6 9 FF— 1270.2 6� c �� Ah1` FS 66S0g 4'l{�9l 3.7X A'` ate' •• B '- lI,rl 6 6g'g0'� 1p tiQ. Fki'rS 0' S' 10' 20' 30' 40' - 1 . . .>S IM p1•., .ob•.y0 aP g e °•o°l 1 a sr C GRAPHIC SCALE IN FEET I �90'f ,yg1G ,> (/4 24 . 1" 10 CONC.d WALKWAY 2 - 5 1 a w 6g�1gE�•;\y g 6j JJ JlC 8 f4 8 666 pFV g ,J �2X 6)0�0 18D Underground Service Alert 23 — Call: TOLL FREE .71 811 DIAL BEFORE MATCH LINE — SEE SHEET NO. 3 FOR ADDITIONAL PHASE I GRADING YOU DIG TWO WORKING DAYS BEFORE YOU DIG z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TH APPROPRIATE PREPARED UNDER THE DIRECTION OF: SEAL - ENGINEER I llldl'88818L SHEET NO. MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND Qgpvess/p� '��TP CITY OF LAKE ELSINORE ACCEPTABLE. �„o �. sC f , e ��✓�AAA IilllEll!rlm'rlilnl o ` "6 :ZZe ENGINEERING,INC. I;mIlSnrugioll 42311 Stetson Am.,Hemet,fA 92— Ph:(951)927-3636■F.:9274336 2 Q No.1e301 SCALE: BENCHMARK: LAKE ELSINORE SENIOR CENTER OF 3 SHEETS EV.06-lD-2009 * SEE DESRIPTION SHT. 1 oO KEN A.SEUMALO,RCE NO.56915 DATE MERLE G.SCHULZE,RCE NO. 18451 DATE s v HORZ:SEE ABOVE VERT:N/A PRECISE GRADING PLAN FILE N0. r CITY ENGINEER U CIVI C.EXP.:06-30-2009 'YtFOF C PLAN SHEET(PHASE I-NORTH) ALO DATE: i CITY OF LAKE ELSINORE 02-06-09 i Y 4' MATCH LINE - SEE SHEET NO. 2 FOR ADDITIONAL PHASE I GRADING 2' 2' 6"CONCRETE J Sn 1+S�Q/ = 8 61. T s61 E b 0 6� T A.C.PAVE. \\�/// II — \� �J�C '..�yj1 - 8 66� 1 7% ^ n 18D PACTED SUB-GRADEi�/j/� / r II I — •f� •?"C g 6 T� 5 a I J 9�mTC ! �l Ctp ,o � 3-/4 REBAR 9 II II I ! O�y RIBBON GUTTER TYP. SECTION � II E- �I �•.•� _ 6 ' (T2ss). 9 Nor To scale �V-DITCH TYP. SECTION J� 6 e 6/��` a 0.5x NOT TO SCALE II 61 _ y11`' 2X_ . 2'MIN. . . . . 6 m OR AS DIRECTED 1'MIN. 0.10' MIN.THICK COLDPLANE EX. I 23 x 9 23x AC OVERLAY PAVEMENT TO II `' FEATHER OVERLAY TO 0.10'MIN. DEPTH Y z 1 MATCH EXISTING y= SAWCUT AND REMOVE 15 EXISTING PAVEMENT . . . . } EX. PAVEMENT I I . . . 4 18' 18 of :. to x 18,... 26' 18' NEW PAVEMENT �� � � � .. . . . . . . . . . . . . . .�. . 29 (1285)• ZX 16 OVERLAY JOIN DETAIL 'I 6g•1aFL NOT TO SCALE - . ' 18"CMP 4"PVC TEE •y1�� _.. 'ssBi —_ 18D 2X NOTE: 60�pS`` g ... ....... sdn�t0 k�~ 15 BU. 6J' n 6 DROP INLET SHALL BE BUILT . . .. . . . ,��, d'j 6h•y°� B 6 d, 1p ds•gf PER RCFC&WCD STD.DWG I I .. . . . . ... . . .. wti c^• e�•Js '• si fT 7 tC ROTATED VIEW OF NO."CB1D7"(INLET TYPE N,�01q'L 0.5%_.. �9�`T�, TpC TA _ 6T SAM PERFORATED PIPE INLET 4 •' 6 ! g559 IX-CHECKERED PLATE)WITH THE 6 OPENINGS O L=4" 2' "I MODIFICATIONS SHOWN HERE. I �9Fp B 8 6QC, 8 8 2:1 SLOPE _ 1T � fC 5 NATIVE SOIL COVER 4"PERFORATED LEACH PIPE ,•' _ 4_ 1 WITH 4"PVC TEE 0 INLET I •' q•�'�~ �'J •Ot 5 18 bg1 o ni' S . (PERFORATIONS FADE DOWN) _ IB"CMP TO'0' •• �6�' ''�' `'�''' ' ' THICKNESS=0.064 EXIST.A.C.PAVE. TAPER TO EXIST. ' Io A.C.PAVE. 1 E [TO REMAIN] FILTER FABRIC EXIST.A.C.PAVE. SURROUNDING 1" AN GRAVEL&SAND _ NI [TO REMAIN] ; GRAVEL BOTTOM INFILTRATION TRENCH TYP. SECTION M PUNT EARTHEN CHANNEL BOTTOM NOT TO SCALE C 65 AND SLOPES WITH TALL FESCUE 22 Bit �• '0:40% . . . . . . . GRASS OR EQUIVALENT 0.4OX B � • INFILTRATION BASIN AREA NOTES: �,50,~y II -PROTECT EXIST.POWER POLE IN PLACE -PROTECT CONCRETE BOLLARDS AND FOOTING WALL z z -REMOVE EXIST.CONCRETE V-DITCH o -RELOCATE EXIST.SIGNS OUTSIDE OF BASIN AREA -RECONSTRUCT CONCRETE BRIDGES e 3 SOUTHERLY P.L .PARKING AREA ' 8"CMU,SOLID GROUT 5�•0�' /4 0 16"O.C.VERTICAL MIN. /4 0 24"O.C. NOR.MIN. 2 C1 � 2-3/4" x = i y. 0' S' 10' 20' 30' 40' WATERPROOF WALL a GRAPHIC SCALE IN FEET 8"CMU,SOUO GROUT NATURAL BACKFILL ; #4 0 16"O.C.VERTICAL MIN. 1"= 10' OR AS APPROVED BY /4 O 24"O.C.NOR.MIN. 12"CMU,SOLID GROUT THE SOILS ENGINEER 2-3/4. CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONSTRUCTION NOTES & ESTIMATE OF QUANTITES /5 O 16"O.C.VERTICAL MIN. /4 0 24"O.C.NOR.MIN. / u O DESCRIPTION QUANTITY O DESCRIPTION 3 4"CRUSHED I QUANTITY ROCK WATERPROOF WALL 1 PROTECT IN PLACE iv NATURAL BACKFILL a B"CMU,SOUO GROUT LEVEL BACKFILL z O 5 EA 18 CONSTRUCT 6'MAX.RETAINING WALL PER DETAIL THIS SHT. 131 LF Ci (ALL RETAINING WALLS REQUIRE SEPARATE PERMIT) 4"CORRUGATED OR AS APPROVED BY m /5 0 16"O.C.VERTICAL MIN. // O2 REMOVE&REPLACE AS NECESSARY LUMP SUM DRAIN PIPE THE SOILS ENGINEER /4 0 24"O.C.NOR.MIN. i ��� CONSTRUCT g'MAX. RETAINING WALL PER DEFAIL THIS SHT. RELOCATE AT CITY'S DIRECTION 2 EA (ALL RETAINING WALLS REQUIRE SEPARATE PERMIT) 135 LF 12"CMU,SOLID GROUT S2 8® CONSTRUCT 3' MAX.KEY-STONE GRAVITY RETAINING WALL PER ARCH. 80 LF s /5 O 16"O.C.VERTICAL MIN. 2-3/4" i 4O REMOVE EXIST.IMPROVEMENTS WHERE NEW IMPROVEMENTS PROPOSED LUMP SUM /4 O 24"O.C.NOR.MIN. W O INSTALL 6"ZUU N"Z886 PERMA-TRENCH"TRENCH DRAIN SYSTEM 5 CONSTRUCT 6"TYPE 0 CURB-ONLY PER RIV.CO.STD.204 409 OF 19 TRENCH NOS.8601-8604+CLOSED END CAP&4"END OUTLET 134 LF /4 O 18"O.C. WATERPROOF WALL a ~ &CL.A,STANDARD GRATES PER MANUFACTURER STOS.&SPECS. '^ NOR.MIN.IN 3/4"CRUSHED NATURAL BACKFILL © CONSTRUCT TYPE A-6 CURB&GUTTER PER RIV.CO.STD.200 420 LF TOE&HEEL "i z i i �, ROCK " OR AS APPROVED BY 3 INSTALL 6"ZURN "Z886 PERMA-TRENCH"TRENCH DRAIN SYSTEM /4 O 12.5"O.C. 3• 5-4 z ii� i i a� 7 CONSTRUCT 6""NO-SLOPE"CURB&GUTTER PER RIV.CO.$TO,200 19 TRENCH N0.86ON DAYLITE 0 CURB FACE)+CLOSED ENO CAP g3 LF �/ l/ THE SOILS ENGINEER O 64 LF ( U NOR.MIN,IN KEY ��� �j 4"CORRUGATED z o MODIFlED GUTTER TO MATCH ADJACENT PAVEMENT SLOPE &CL. B,ADA COMPLIANT GRATES PER MAN FACTURER STDS.&SPECS. •I DRAIN PIPE g CONSTRUCT 12"WIDE,4"THICK PCC WALK STRIP BEHIND CURB 175 LF 20 INSTALL 4"DIA. PVC DRAIN PIPE gg LF _ 3 4"CRUSHED O CONSTRUCT 4'WIDE CONCRETE RIBBON GUTTER PER DETAIL THIS SHT. 124 LF 21 PLACE 12"DIA.GROUTED RIP-RAP(1'DEEP MIN.) 137 SF jjjROCK 3•-9" I 4"CORRUGATED H 10 CONST.4"THICK PCC(OR OTHER MATERIAL PER ARCH.)SIDEWALK 6,500 SF 22 CONSTRUCT"INFILTRATION TRENCH"PER DETAIL THIS SHT. 666 SF �\ DRAIN PIPE 11 CONSTRUCT H.C. RAMP PER ADA REQUIREMENTS&ARCHITECT - - 23 INSTALL WHEEL-STOP PER MANUFACTURER SPECS. 30 EA ��MAX. RETAINING WALL TYP. SECTION ��B-14 /6 0 18"O.C. INSTALL HANDRAIL SYSTEM ALONG TOP OF ELEVATED WALK PATHS AND _ NOT TO SCALE /4 0 18"O.C. NOR.MIN.IN KEY =• 12 STAIRS PER ADA REQUIREMENTS AND ARCHITECTURAL SITE PLAN - 24 PARKING LOT SIGNING&STRIPING LUMP SUM NOR.MIN.IN TOE &HEEL 25 PAINT AND SIGN"DISABLED"PARKING STALLS PER ADA REQUIREMENTS 5 EA 3. in aO 13 CONSTRUCT CONIC.V-DITCH AT TOP OF WALL PER DETAIL THIS SHT. 259 SF Underground Service Alert 4—j4 eo PUNT ALL SLOPES 4:1 OR STEEPER W GRA I 14 PUCE fi"PCC PAVING(DRIVE AREA)OVER d"MIN.CL-I AGG.BASE 343 SF 26 / SS GROUND COVER /4 0 18"O.C. 3" PER LANDSCAPE PUNS ALL WALLS REQUIRE NOR.MIN.IN FIG. PUCE 4"MIN.A.C. PAVING(15,384 SF)OVER 370 TO 27 ALL INCLUSIVE LANDSCAPING(TREES,SHRUBS,GRNO.COVER,ETC.) 8,888 SF 15 6"MIN.CLASS-II AGGREGATE BASE CY 285 Call: TOLL FREE SEPARATE BUILDING PERMITS 2'-2" 1' 2•-3• I' 3" 1, 11 FOG SEAL OVER ALL(0.05+0.03=0.08 GAL/SY) 0.6 TON NOTE TO CONTRACTOR: 16 PLACE 0,10' MIN.A.C.PAVING OVERLAY PER DETAIL THIS SHT. 488 SF 1.)QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY.N SHALL BE THE CONTRACTOR'S 81 1 SOLE RESPONSIBILITY TO GENERATE HIS OR HER OWN QUANTITIES FOR CONSTRUCTION AND/OR BID. 17 INSTALL PERVIOUS PAVERS PER ARCHITECT&MANUFACTURER SPECS. 453 SF 2.)NO WORK TO BE PERFORMED IN STREET RIGHT-OF-WAY WITHOUT AN ENCROACHMENT PERMIT FROM DIAL BEFORE s•-s• 3'-3" 0 III CONSTRUCT 6'MAX.PARKING AREA RETAINING WALL PER DETAIL CITY OF LAKE ELSINORE. YOU DIG 8' MAX. RETAINING WALL TYP. SECTION 6' MAX. RETAINING WALL TYP. SECTION 18 THIS SHT.(ALL RETAINING WALLS REQUIRE SEPARATE PERMIT) 19B LF U NOT TO SCALE 11\J TWO WORKING DAYS BEFORE YOU DC NOT TO SCALE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PREPARED UNDER THE DIRECTION OF: SEAL - ENGINEER MARK REVISIONS APPR. DATE THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TH APPROPRIATE IIIOIIIIiIB 111?. SHEET N0. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND pRaTESSro ""��T� CITY OF LAKE ELSINORE ACCEPTABLE. �,o G- S c ;. ���----���EEE IIIII IiB9111P1'I'IIL, o. f ENGINEERING, INC. hlmlloru9ioe 3 0 yy a 933115tets"n pve.,Hemet,CA 9ESJOOPM1:195119i)3fi36.h:91J0336 N0. -30 SCALE: BENCHMARK: LAKE ELSINORE SENIOR CENTER OF SHEETS T} EKP.D 184511 009 A KEN A. SEUMALO, RCE NO.56915 DATE MERLE G.SCHULZE,RCE N0. 18451 GATE s * HORZ:SEE ABOVE VERT: N/A SEE DESRIPTION SHT. 1 c CITY ENGINEER crvT " PRECISE GRADING PLAN FlLE No, CITY OF LAKE ELSINORE LIC.EXP.:06-30-2009 'lf or CALF DarE: 02-06-09 PLAN SHEET(PHASE I-SOUTH) + I Y O KEYNOTES M \ N \\ \ MIRK. MATERIALS \ LANDING \\ � 1 (N)4"THICK P.C.C.CONCRETE RAMP \ \ 2 (N),Y4"O STEEL PIPE HANDRAILING \ \ 3 (N)8"CONCRETE BLOCK RETAINING WALL \ �\ 45138 East Florida Avenue 4 (N)LANDSCAPE PLANTER M7� Tel:(95 Heme 4800 California92544 568.2300 8 (N)fi'WIDE CURB @RAMP Fax:(951)927-7094 \ 6 1'0'CURB Ca ADJACENT ADA PARKING email:dlrlchartdDbeachdesigninc.com g 10 \ \\ \ 7 (N)CONCRETE SIDEWALK \\ 8 (N)CONCRETE N"DITCH BEHIND BLOCK WALL Qp,�OgFpESSIOp,� 9 (N)INLET DRAIN TO PROPOSED BMP AREAL}`^ M K7iF'�'C 10 (E)PLANTER AREA TO BE RE-LANDSCAPED s No.30574 �.,. \\ \ 11 (N)1Yn"0INTERMEDIATE HORIZONTAL RAIL Ar epsai-10 ft 12 (N)1YiVl VERTICAL INTERMEDIATE @ 46"O/C MAX. \ \ C \ 13 COMPACTED EARTH Of CAl X 14 ADJACENT SLOPING GRADE The designs,drawings,and specigcatle ns,as Instrumems of 9 _ or \ \\\ \ 16 CONCRETE FOOTING servicq are the property,of pan.by Design,Inc.Myhall be 3 �� � I publication,In whole or In part,by airy method,shall be 16 6X6X10X10 W.W.F. prohibited,except by written permission of Beach Design,Inc. \ ! �\ Any visual contact with the documents herein,In whole or In 17 (N)1y"0 BOTTOM RAIL part,constitutes prima facie evidence of these restdttions. -BLOCK RETAINING WALL 01008 Beach Design,Inc. f \\ \ 78 30 X 12' DOWEL @ 24°0/C PRE-0RILL 8 RAMSET INTO Professional Members BLINI DING \ 19of 20 the American Institute 21 \\ \ 0 1\ 1 22 23 Another Capital ,YP @ 2 24 Improvement s'-o^ HANDRAIL A1.2 r 25 Project — . I Cl"1Y OF 2 so'-e" 2 II LADE jL2LSINOKE I 4. It- 5 ----�r I For the Parks & _ B Recreation NG - I - 000000 N LA — — I ^t1 i i i District I I _ O0 m 07 000000 --___LA IiN ING 00 O0 G1A 00 6 0 0001 00 6 000000 000 3 000 6 0000 00 III A 0000 300 00 00 0 000000 A1.1 O q II II I I II i I I 00 0000 0000°0000 0 00 too 000 0000o0p 0O 000 O o0O 0000 00 ° 00 00 0oDo °00 J u1 IIjI I I 0� 1 /I If 1 RAMP PLAN #1 cc LLI y cc SCALE,1/4"-1'-0" Q Z= Z yd H WW W 3 iZ o u o 1 1/4" Q W N i�`o L g CD N Q CD 4'-6n 3n Lino L6 c¢i O20 O 0¢ Q Q a M 2 18 2 2 3 =z 48"MAX. 2 Z Y w Bo w + „ w ti W g W RE O Lll 00 m LANDING t? is.9tFs� m DATE 02-05-2009 E- Dole. 13 LANDING _ .•y�.t REV.t OESCRIP,ION VAR a \ 73.39FS .. V 14 12 1 IL J U� LANDING 2 , 70.B6F5� a 17 $�� 3'_4" 8�� 17 4 a s 1s 8 OESgN BV: JOB nO.: 1 DLR 0804 BnnwN ln� —I Na.. DLR XX-XXXX SCALE: NOTED A RAMP SECTION #1 Q RAMP SECTION #2 RAMP PLANS& SCALE:1/4"-V-0" o scALe a/a°=r-o° DETAILS SHEET NO.. Ali RAMP1,2/5/2009 7:56:65 AM I C;AISTING B 3" � UILDING 0 CLEAR EXISTING PLANTER t t/aen J 14'-1x 1D 45138 East Florida Avenue 32'-6u tt Tel:(95)e California 92544 652 4800 (70 568-2300 M 14'-2"4 9 W 3x EXISTING PLANTER . email:dlri hartObeachdes gninc.com ---� T.O.WALL �770"OPN a i W _ 3 (o g 09 4" a ———— Q QpOFESS10p ►- I I ——=_ _4 �u'Y LEAR ND.30574 F'+ O U co W W W W ___ 1418 (+1 tGY X O W W W W Y == F4 BB1-1tl c�j, C/V1l W t I II W v FOf CAUFOQ 17ificlgns,draMngs,and speciflcatlons,as Instruments of n p operty of Beach Design,Inc Arty use ar I^ r'S 2�Jru sPublication,ic in whole or in part, j O Amhibited,eacapt by wnnenpermission of Beach Design,Inc. ,ypa by any method,shall be v/ Any visual contact with the documents herein,in whole or In I I part,constitutes prima facie evidence of these restrictions. 5 Ozoge Beach Design,,Inc, W Professional Members — II O RAMP SECTION #2 SCALE.1/4 -1-0 Al 0 the American Institute 6'-11° . I (--�9 °y 2 BID of Building Design N�SURFACE FOR RAMPS KEYNOTES SHALL BE SLIP-RESISTANT MRK. MATERIALS � Another Capital 3�Q 6 1 (N)4'THICK P.C.C.CONCRETE RAMP Improvement 3'-Dx -,I PROVIDE MIN.1/8' 11/4'MINP RAJL.,11/2"MAX. RB Q RAMP Project N D O t Q Oru 2 5 RADIUS WID 1IN 0 E MIN.,1 T2"MAX. 3 (M 6'CONCRETE BLOCK PLANTER WALL MIN. TYPICAL INTERMEDIATE RAIL i 4 (N)LANDSCAPE PLANTER W 9 I 12" RADIUSPROVIDE MIN. 5 IN)CONCRETE SIDEWALK (•I Tl'1JO T c}1�t/� �• co 3 5 O MIN. 6 (N)CONCRETE'V'DITCH LA 7.\E t•-`,11 1\l R1 ill' W W 4 11'-2s w I 7 IN)PRE-CASTCONCRETE TABLE&BENCH SEATING W/UMBERELLA --` LIRFAM EXTIRFhnr. N W W W W 8 TYP. p ❑ p 8 (N)ROUND BLOCK TREE PLANTER Al LANDING l i z 9 (N)GREADE BREAK LINE For t h e Parks &7 FS- w .✓ W W .le ,y - - 78 10 6X6X1OX10W,W.F. SIM. t9 3 m m¢ 14'$" z Recreation Al 2 `pA `1' 11 (N)WO X 12"LG.DOWELS @ 24"0/C,PRE-DRILL 8 RAMSET INTO LANDING NEW BLOCK RETAINING WALL District W W ; 6 W 7 12 B"WIDE CMU BLOCK RETAINING WALL � 4'-3" RAMP,SLOPE 1:12 MAX. TYP. 13 IN)PLANTER BUFFER AREA 32'-6x 1 1/4'MIN.,1 1/2"MAX 141pn AT LOCATION WHERE OPEN RAMP IS 30"AFF A BOTTOM RAIL 14 (N)CONCRETE WALKWAY 42"MIN.HEIGHT GUARDRAIL SHALL BE 15 (N)4"THK.P.C.C.CONCRETE RAMP PROVIDED 16 (N)B"X16"DEEPENED CONCRETE FOOTING GUIDE RAIL CENTERED AT 3":t 1"HIGH 17 (N)CONCRETE FOOTING 19 (N)1Y'O STEEL PIPE HANDRAIL&INTERMEDIATE RAIL COURTYARD PLAN RAMP HANDRAIL - ELEVATION 19 (N)1Y'O STEEL BOTTOM RAIL 1'-0° 20 (M 4"THK.RCA.CONCRETE RAMP 21 (N)COMPACTED EARTH NOTES: NOTES, 1)GROUT TO BE ASTM C-150, 1)GROUT TO BE ASTM C-150, 1)GROUT TO BE ASTM C-150, HAIR PIN#3TIES ccW M TYPE V MIN.2000 PSI AT 28 DAYS TYPE V MIN.2000 PSI AT 28 DAYS TYPE V MIN.2000 PSI AT 28 DAYS rL /A 2)BLOCK ASTM C-90,f'm=1500 CMU 2)BLOCK ASTM C-90,f'm=1500 CMU 2)BLOCK ASTM C-90,f'm=1500 CMU 1 1/4"STEEL m 48" O Q O 3)ASTM AG15-40KS1 REBAR 3)ASTM AG15-40KSI REBAR 3)ASTM AG15-40KSI REBAR 1 1/2"MAX. ' ' 4)TYPE M OR S MORTAR 4)TYPE M OR S MORTAR 4)TYPE M OR S MORTAR RAILTOP �w C=-7 11/4'0 w w 5)NOR.STEEL#4'S 5)NOR.STEEL 14'S AT 24'O.C. 5)NOR.STEEL 14'S AT 24'O.C. 1/4" ,/I ii ,I, 6)ALL STEEL LAPS TO BE 30"MIN. 6)ALL STEEL LAPS TO BE 45"MINIMUM W= g POST SVOQ6 TYP. 7 W CONC.RAMP 3'MIN. .J� ,J ---� ` .. WU-' �U �/Y W CuRY/ 1 1 RAMP _-- ,� i Z i 1 \ I I'co #4 TOP AND 1 1 �� L=1 1 BOTTOM CONT. m m B'CMU,SOLID GROUT A HAIR PIN#3 — �_� Q N N 1 W 14 0 16-O.C.VERTICAL MIN. m TIES @ C.L .�I�= J >°t J w rn A2.1 1 1 a #4 0 24-O.C.NOR,MIN. OF SLAB I Z Q Q 1 2-3/4' II II- 3"DIA.x 1/8' L6 ii 0 0 W w Z Lu LEVEL BACKFlLL 1 ev 'a 1 1/210 X 12" THICK END PLATE O O L. Q O 0 LONG PIPE =Z z 1 o a WATERPROOF WALL FOOTING ass Z LU o w 1 NATURAL BACKFlLL PARKING AREA OR AS APPROVED BY SCALE: SCALE: rn w W 8•CMU,SOLID GROUT THE SOILS ENGINEER HANDRAIL SECTION Os PIPE CONNECTION / �,W/w�.5 7 2-3/4' 14 O 16"O.C.VERTICAL MIN. 1"-,LOII 1y"=1'-0" O Y/N g a V 12-CMU,SOLID GROUT `* EXTERIOR PLASTER FIN. #4 0 24-O.C. NOR.MIN. u 4NIB"STANDARD USED 0/CMU BLOCK - OF WALL < 2-3/4' i 15 0 16'O.C.VERTICAL MIN. BRICK CAP 4"x8"STANDARD 14 0 24'O.C.NOR,MIN. USED BRICK CAP DATE: NATURAL BACKFlLL < EXTERIOR PLASTER FINISH W 02-05-2009 3 v e SILICON SEALANT @ DOVETAIL SLOT OR AS APPROVED BY 0/CMU BLOCK z '�' 3/4'CRUSHED a 9 3N.T.S. EA.SIDE CEMENT LEVELING BED REV�" DESCRIPTION DATE THE SOILS ENGINEER � a WATERPROOF WALL a 2"THK.FACING BRICK o NATURAL BACKFlLL 3 ROCK OR AS APPROVED BY t 3/4'CRUSHED 12'CMU,SOLID GROUT THE SOILS ENGINEER 4'CORRUGATED VENEER 24 GA.G.I.METAL. ROCK 15 0 IS-O.C.VERTICAL MIN. - •I DRAIN PIPE FLASHING #4 BARS @ 12"O/C 4'CORRUGATED #4 O 24'O.C.NOR.MIN. 3/4-CRUSHED �? a al`� SILICON E.W. ROD BACKER W/ a DRAIN PIPE ' ROCK Y BEAD SEALANT @ EA.SIDE ° a Bx6x16 CMU BLOCK 2 THK.FACING BRICK DRA s z 4-CORRUGATED ,a + BETWEEN PLANTER WALL IN PIPE " CONIC,& VENEER Q S, #6 0 IN. O.C. N BRICK APPROVED WATER `O #4 0 18.O.C. NOR.MIN.IN KEY °� WATERPROOF PROOF MEMBRANE MEMBRANE EMULSSION in —� NOR.MIN.IN TOE h HEEL EA.SIDE �O DLR 0804 4-14 PLANTER SIDE OF CMU apAwnm "m #4 0 18"O.C. A 3- •i m 3- an. 8-#4 �+ WALL @ PLANTER SIDE DLR " XX-)D= NOR.MIN.IN FTG. " #4 0 18' O.C.HOR. MIN.IN \ SCALE: ADAJCENT . NOTED 14 0 12.5-O.C. TOE&HEEL N _ WALK-PER PLAN �����iy NOR. MIN.IN KEY 3'-3' T— 5-14 PLANTING SOIL 2'-2' 1' 2'-3" o COMPACTED FILL RAMP PLANS& .CONC.FOOTING(TYP.) REINFORCEMENT DETAILS 1-$ 1' 1'-5' S'-5, #4 CONT. 3-9, 3TER WALL,GROUT SHEET NO.. ALL CELLS SOLID RETAINING WALL #1 SCALE: SCALE: O RETAINING WALL #3O BRICK CAP Os Al ■2 y"-,_D" 3 RETAINING WALL #2 CALE:: SCALE: 7s4F=/111 E: " ,'Dx 5 BLOCK PLANTER WALL 1' scALE: RAMP2,2/5/2009 7:57:27 AM I O KEYNOTES MIRK. MATERIALS + 1 1 IN)1Ya"0 STEEL PIPE HANDRAIL 81NTERMEDIATE RAIL 1 2 RAMP BEHIND WALL p 8 CMU BLOCK WALL W/EXTERIOR PLASTER FINISH 4 RAMP RAILING BEHIND WALL 45138 East Florida Avenue 76.271TD6 + . � U RARKIN G AR EA Tel (95l QAOfESSIpy,� n8 230 0 F 51) 094email:dlchan�beachdernc coin_ E)SIDEWALK It 11 __ _ _ (E)CONCRETE STEPS TO REMAIN n -------- it I _-- -- * N.3MM74 Em.sBwO 3 if CA, The deslgns,drawing.,and spedRtanons,as mstrumenta m s nc.are the property of Beach Design,I Any use or 1XdO 3TL publlatlon,In whole or In pan,by airy method,shall be RAILING prohlblted,except by written permission of Beach Design,Inc. Any visual contact with the documents herein,In whale or In ``�h, part,constitutes prima facie evidence of these restrialons, WALL ELEVATION ADA PARKIN (South) 3 C 2008 Beach Design,In,. SCALE:1/4"=1'-0" B y, � Professl0nal Members 6 N A 0 of THL �S < D the American Institute of Building Design 5 OST 4,S OST BASE`OLTINTO ....._... SOLID GROUTED Another Capital W/(4)z'0X6 B. 3 Improvement CMU BLOCK Project h 69.23TW - 68.57iW S CITY OF Ma., 6726TP-- GUARD RAILING tL /�', LSINOPE SCALE:1/2"=1'-0" ��ulTen� M EXl lyt.rnt ss.00rc For the Parks & Recreation District WALL ELEVATION @_UPPER PARKING (East) SCALE:1/4"=1'-0" s W cc 6923TW a O 6 Nd H J cc J -- W W W LLI �Z o � It W ��� v;� 8! WALL ELEVATION @ UPPER PARKING (South) L o L6 z LJ SCALE:1/4"=1'-0" =OO_ O ¢Lid OHO wCr� LU Z � y°�W WgrNJ N Z_g 5 DATE: 02'05-2009 REV.P DESCRIPTION DATE t 69.90TW a e _ DESIGNey eNa. ss.DDT DLR G 0804 DBwND DLR .GENG.NI, IIX-)ODD( SCALE: L ELEVATION @ UPPER PARKING (West) ELEVATIONS M4"=1'-0.. SHEET NO- AZ I ELEV,2/5/2009 7:57:55 AM LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2—C CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG—I—C CITY OF LAKE E3SI RE SENIOR C PHASE 1 PARKI G LOT EXPANSION Di 1-15-09 CITY OF LAKE E1SI ORES TOR C PHASE 1 PARKI G LOT EXP SIO MtE 1-16-09 �� E LKil nNc PoO ALLOWANCES-aME ML 97E 8LU,*AwN-(fable/47--A) PRDIECr ADDRESS Apoked Nbtfa Lashisda Lapps/Ballasts lastal Nyty 420 Lakeshore Drive,Lake Elsinore California 92530 0 45138 East Florida Avenue A B C D E Hemet,California 92544 F G H l J K L N N fl sypppyy Tel:(951)652-4800 (760)568-2300 8 S GINEFRING LLC 961)943-4212 Fdaeenaht'Age9 elf Fax:(951)927-7094 SR [SAL NRtWARGW email:dlrichart@beachdesigninc.com List ems.ft*Wkadm �� --3$ `� �• � � �a � erit v ge ,a� DATE OF PLANS 1-15-09 OUTDOOR LIGHTING ZONE(,/ONE) ❑LZ1 ❑LZ2 ®LZ3 ❑LZ4 (T 147--A) R {� FUNcnON TYPE ®OUTDOOR LIGHTING ❑0UfD00R SIGNS ❑Illm MNS d�OFE�SiDyy,�F Q°1ab61an PHASE OF CONSTRUCTION ®NEVI CONSTITUCIION ❑ADINIIONS ❑kTE1rATDNS HIVWPAPE FOR AMOK USE(LZ3) 19,710 0.15 Z967 A SIM BOX V/ VJIL 1 250 1 291 6 2.32E SM7E]IIEtyT LF COWUANyr This CaBRate of Camplionce lets the outdoor Bghtkg syelen spedBwlbm needed to comply With Title 24,Pads 1 and 6 of the California Code of Ar Regulations. This certificate app6ss only to building lighting requirements. rip, Clyit, Q�R The documentation preparer hereby cues that the documentation is accurate and complete. CNUF� Date ATuN Nlnpli SUKATUPE MTE CRAIG((ILLER 1-15-09 the designs,drawings,and specmcanons,as instruments of ice,arc the propemy of Reach Design,Inc.Any use or The principal Ugh*Ugh*Desigrror hill aftlflae tort the proposed Wddapr Ilghlhrg ad ergs repeeelbsd is this ad oftarohhxton docomwts s ervpubnntion,In whale or In part,by any method,shall be is arroistellt�file other oom*ncs forma and loretleets,with the epeafiatiare,and W h any other calculad"sabmfttsd with this poll prohibited,eacept by written permission of Reach Design,Inc. applkvUah.The"used building has been designed to melt the 9ghting requlranents anbilnel In to applicable pub of Settlers 110,119,130 Anyvlsualmntaewhhtmdorumems herein,In whole ar in through 13Z 146 and 149 of ft 24,Pat 6,Please./one; part,consanaes prima facie evidence of these restriams. OtooR Beach Design,Inc. ❑ I hereby affirm tat I an eligible under the proosioa of NyWan 3 of tiro Business and Profmdas Code to a*this document a the pass A Professional Members responsible for its reparation;and that I am licensed in the State of California as a cMl engineer or electrical engineer, /•� of or I am a licensed p architect B D of Building Design the American Institute ❑ I affirm thatI am eligible under the providers of Division 3 of the Business and Professions Code by section 55371 a 8737.3 to sign this document as the person responsible for Its preparation;and that I am a licensed contractor performing this work Told Allotted*ft 2X7 TOM hara2.d Pilots Z= ❑ I affirm that I an dlg@b under the provlsioa of gylsion 3 of the Business and Professionals Code to sign this document because It pertolm to Another Capital a stulure or type of pork describe estempt pursuant to Buainesa 637 and Professions Code Sections 5 ,56M and 6737.1 Improvement 20061gonresldadlal Comp9mwe Forms /,fig 2006 d a (These sections of the Business and Professions Code are printed in full in the Nonresidential manual.) Project TssssE h ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5) OLTG-3—C clTv or N Pw,ITCr ONCE g151RUC1lOV5 7D APPfJCANT Uu7DOpP LlplilNG CDA�fuNOE k NUPK9IEE75(/loos H twbaheet 6 hduoed) L-1 K£ L S 1 1�RE CfIY OF LAKE F1SI RE SENIOR C PHASE 1 PARKI LOT IXP SI 1-16-09 `.+/ HAWM4PE-WWO0(l) far detWed habucfMx an the use of thb and at Energy E//kascy Stand&*cem#kn-kmns,please refer to me Nmre.+ldentld A Hoanpe tar wtaeofAe se4krdan um hduarg poking loft digiln)s and ate mat maned published by the Cdfkmk Energy C—Asebn. ./'�— 9 aTF1-C Owdlia of Calplk an n s.ReVind plane for al subififtle for outdoor 08FAM E)(T'Rf naf klarporated ht w hedules an the picot fig 9 Part 2 d 2 may be A B C D E F G H Acted Paved Aron plus ir Areas(it)to Ssbhact tsars INthb X—innated Aroe Ether LTG-1-C or OL rr1-C ITT be teed for } Perimeter of od,�,yst Aron betllvas ovedoppisg Burdhg Aron gib Totd 1.the LT�+-C x the project assists tab/of indoor For the Parks & unpaved lad hdudee Ades err Amer of Area Areas ed of areas for 2 Use LTG-1-C t the protect consists of indoor lghtng,and outdoor or sips,but fro other outdoor fighting Lbt Sbsyyc kotkrs pates and landsaged lunthaL that Anomsr By 9gs w 9sbbnet 3.Use aifil-C x the Pra)xt aaists d outdoor Recreation (Tab/.147 anew lass thin to,It1a tee greats-min opW/cathvr r Oths (c+D+ 4.Use a7G-1�H the po)ect coaists cool i of outdoor 9 tlr�and indoor outdoor alga,but a&W Indoor Iightng District m a,daad by 6 monthsy /amhaie Structure E+F) Bum/saM Ana ® a1G-z� LIGHTING COOLLU(CE SuN�AW*110 lob Pa6 required for AL outdoor lighting olb�.(wo fir Signal h e an at hews.J inhsight dfatan (H APPIM�We/ (B-D) KV=APE FOR A7104 M USE(1.4 19,710 0 0 0 0 0 19,710 H OLTG-3-c ARFA f%d.CU NINS N'OAI611EETS.AWIt able Pats nawied for ALL wwas,ant alaabxaa, ❑ OLr-4-C sG1(UGHA)(G cokmi E.bow far d-wiry and ederay Iftwir id signs.for bdhh radar ad puddler sighs, 2D06 Nanmldardkl C nmplbna Fans April 2D05 A Hoaonae run'Pedmhlm sat habMhg Warns wNsllieft Nilxap and b/houp A B C 1 D E F D H Acted Patient Amer plea b� Ants(,2)to SsDtmel,tom WOO manrhat d Arev CERTIFICA TE OF COMPLIANCE (Port 2 of 2) OL TG-1—C of unpaved land an&/tins Aruo betgsres oved-ophg BWdrg laws 26 raid Ill E DATE de at/porn of band.snd/pdw ar o/ Arw Obsbuctsd of asw for CITY OF LAKE ELS1 ORE SENIOR C PHASE 1 PARKING LOT EXP SIO 1-15-09 List.`�edtk Aodlrnrrm dads a7 con09a.e is�ps Bear omr Sys er 9sb6oef (Td,le t47=A) varont aaa loafers u peotr tl a, applkarla,a- L/ghthg Sdmallde an Plana 9ro#mot Catdoar Llglsthg A/wta Affolled Ltkibg Poilw indenting ad�6cwt grounds B moon lumhoie y (C+D+ W E+F) Bbmhatd Anv ./ W -C) ® Lighting paper allowances far general axe Ilum(wtion er OLTG-2-C Part 1 of 4 c W cc ❑ Not MPnaele 01114 C ❑ Ughtfn9 power dlowahow for local ordlwnas or for warily muMphn an OLTG-2-C Pat 2 of 4 ® Net APP Z= Z ❑ Lighting power albpanow for specific appficidlem Cher than while sevico station With cane*an MM-2-C Part 3 of 4 y L y ChsaHbf ® Not Apo." �= J ❑§147(e)1B-£asir perfbm of all Bumhatid save ha been o.,*ad poly pot l/ghthg rpWkroNan,and cos ppplkoUmar as oassktant IHth the acted«se of the avers ❑ Ong par allowances for vehicle wr*s station eanopia an OLTG-2-C Part 4 of 4 W W ❑§147(c)IA-Genai d BumhaUan aeon isdudm conyy those Bumhoted sew mat ore h the bounds of me Apprbatar ad as Mmir a aquae pall—sound a bombers mot ® Not Applicable W b tl•tines the lumhahr mowthg haunt iym Me 1—haft h me m/dds o/me pottan,lean any sea mar w MBsh bWp9Tgt der car let be d ababueMd by o sign err othe-aWehnes Qp /O'er 'ty an ❑ sign lighting amPlla to an OLTG-4-C W r W ® Not Z 2006NmreddenUd Compliance Fama April 2005 A((usdefory IIleawres an Plan 9soW tAgt Moor t!frog Cwbds and Equpmwt Q W m Q t�7 erases.,tamae m pvo d rAm goat a Yasasaarltare• i j co i Lt r i 5¢ ❑ Installed Lighting papa has been determined in acconloncei wth§MO(c)1 O U W U ® Not*11cable O ¢¢ d O 4¢Lu ❑ Nl installed Timm..Ylfyl lamps robed am 100 watts eNher hose a lamp efficacy d of Twat So lumens waU a ae O o O w 20 led by a motion eeaor§132 a Per _w ® Not Appllable G Z g w w ® NI luminaires 2 knnpe rated greater then 175 Vats((gs NaTtacepe areas including parking Iota,bundling entrances,aapim and all r•W w UO w outdoor saber met meet the cutoff Raquinwfwts of§132 c a g re /t\m g ❑ Not Applcable �/V/ a V ® All Permanently Installed mister loft meets the Canted Repiwnwts d§132(c)1 ❑ Not Applicable DATE: ❑ Buildiing"fo�ades,periling lets,garages,canopies,and cuddoor win awe mat the((uI6-Lsm Lighting Requirements of§132(c)2 ® Not Applicable REV.r DESCRIPTION DATE WANDA7OPY AU70VA DC CLW7R0l.S h CONTIEa IAGTpN IDE1MnioiM110N Alb Tkne SO*ft/)Photaerwr,ad ARFA W ID RE D NME Th 5 is MS 1 PAigNG LOf TlWE am TINE CLOCK R*7 1 PMK*LOT a 5 aFRILN a: mew.: DLR 0804 oaewe n. acwa No.: DLR )(X--)O= SCALE: NOTED 2a6Notrasrawxel compliance Fan. Ap9 max TITLE 24 SHEET NO,: E-0 E-0 OUTDOOR LIGHTING TITLE 24,2/5/2009 3:18:51 PM v.. ...,, 45138 East Florida Avenue Hemet,California 92544 Tel:(951)652-4800 (760)568-2300 Fax:(951)927-7094 email:dlrichan@beachdesigninc.com n E� PANEL NO. SUB 1 (EXISTING) °`ESS'°"q POWER I .� M. 200 AMP BUSS 120/208 VOLT 3 0 60 CYCLE 4 WIRE W Q"p74 N MAIN LUG SIZE _MAIN BREAKER SIZE . ELECTRICAL NOTES & SPECS. FEEDER NO FEEDER SIZE EXISTING CONDUIT EXISTING 1. THE CONTRACTOR SHALL COMPLY WITH ALL CURENT AS ADOPTED BY THE LOCAL AGENCY AND OTHER F°f Cq`\FOQ ORDINANCES HAVING JURISDICTION. COMPLY NEC 2007 AND CALIFORNIA ELECTRICAL CODE 2007 AS sue 1 1s FEEDER SW SIZE FUSE SIZE MANUFACTURER NO REQUIRED. The dea9ns,drawings,and specifi-Ions,as lnstmments of ( ) C. service,are the property of Beach Design,Inc Any use or CKT BREAKER OUTLETS "A" AT "TT DESCRIPTION AND LOCATION 2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTION REQUIRED. promm�eenea,entnvweritteoaem' l by oeyofBeachDesgnin,. AMPS 0 E WATTS WATTS WATTS Anyy,ualcpmatt,iththedocumentshereln,inwholeor in * 1 100 1 MISC 9666 EXISTING SUB 2 3. CONTRACTOR SHAL( VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH EXISTING part,torst6utespdmafaclee,iden,eoftheserestdamns. CR1 + 2 20 16 LT 825 PHASE 1 EXTERIOR COURTYARD LIGHTING CONDITIONS. SUBMITTAL OF BID WILL INDICATE THAT THE CONTRACTOR HAS VISITED THE SITE. o2008 Beach Design,In,. 4. ECTRICAL LAYOUT DRAWINGS ARE PARTIALLY DIAGRAMMA IC. REFER TO ARCHITECTURAL, STRUCTURAL, A Professional Members (SUB 1) 2 ---{y-.� * 3 — — 9666 EXISTING SUB 2 of I M + 4 20 12 LT 600 PHASE 1 EXTERIOR WALKWAY UGFMNG MECHANICAL AND HVAC DRAWINGS FOR GUIDANCE ON DIMENSIONS CEILING HEIGHTS DOOR SWINGS, the American Institute ROOM FINISHES D��ETfAI S.,t LOCATIONS OF DUCT PIPES AND STRUCTURAL STEEL. IN§TALL THE B D of Building Design I * 6 — — 9666 EXISTING SUB 2 ELECTRICAL SYStTEMS �11HOUT INTERFERING WISH DUCTS, PIPES STRUCTURAL STEEL OR OTHER SYSTEMS.(SUB 1) 4 + 5 20 4 LT 1164 PHASE 1 PARKING LOT LIGHTING (SUB 1) 6 �--{yam) * 7 60 1 1 MISC 4200 EXISTING AC-1 5. ALL MATERIAL SHALL BE NEW, U.L. LISTED AND APPROVED AS APPROPRIATE. + 8 20 1 4 LT 1164 PHASE 1 PARKING LOT LIGHTING 6. REFER TO MECHANICAL DRAWINGS FOR EXACT EQUIPMENT AND CONTROL LOCATIONS AND FOR CONTROL Another Capital (SUB 1) 8 iF * 9 — — 4200 EXISTING AC-1 SCHEMATICS. ALL LOCATIONS SHALL BE VERIFIED BEFORE ROUGH—IN. Improvement + 10 20 — — — PHASE 3 FUTURE PARKING LOT UGHTING 7. ALL ELECTRICAL DEVICES EQUIPMENT, CONDUITS, CONNECTORS ETC. LOCATED OUTSIDE OF BUILDING Project w * 11 — — 4200 EXISTING AC-1 ENVELOPE SHALL BE WATERPROOFED. FUTURE PHASE 3 PARKING LOTS( 1 + 12 20 — — — PHASE 3 FUTURE PARKING LOT LIGHTING 8. ALL CONDUCTORS WITHIN THE BUILDING SHALL BE COPPER, TYPE THHN 600 VOLTS INSULATION. wM * 13 30 1 MISC 2800 EXISTING AC-2 CONDUCTORS IN DAMP LOCATIONS SHALL BE TYPE THW. -11) of , FUTURE PHASE 3 PARKING LOT 1 lMl + 14 20 — — — PHASE 3 FUTURE PARKING LOT LIGHTING 9. RIGID CONDUIT SHALL BE HOT DIPPED.GALVANIZED. EMT SHALL BE GALVANIZED OR SHERARDIZED. LADE CLSINOFJE FUTURE PHASE 3 PARKING LOT j1- * 16 — — 2800 EXISTING AC-2 FITTINGS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET AND SHALL BE USED i— ONLY ON DRY LOCATIONS. �� DI,1nnn 1,xreemr 1 + 16 20 1 MISC 200 EXTERIOR TIME CLOCK �` SPARE �F * 17 — — 2e00 EXISTING AC-2 I0. IBUILDING.STALL ALL CONDUITEXPOSED SHALLDBE SUPPTHE ORTED IACCORDING�TOLC OR ODEPERPENDICULAR TO THE LINES OF THE 18 20 — — 1000 SPARE For the Parks & * 19 30 1 MISC 1800 EXISTING WATER HEATER II. GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH APPLICABLE CODES. Recreation SHOWN. NOTE: LIGHTING LOAD 20 12. RECEPTACLES SHALL BE GROUNDING TYPE RATED 20 AMPS — 125 VOLTS. District 1. OVERRIDE SWITCH As REQUIRED AND SHOWN. 21 — — 1800 EXISTING WATER HEATER 2. EMERGENCY EXIT LIGHT AND EMG LTS SHALL NOT BE CONTROLLED BY TIME CLOCK OR SWITCH LEG 13. SWITCHES SHALL BE RATED 20 AMPS — 120 277 VOLT. * 23 20 — — 200 IRRIG"i 14. TELEPHONE OUTLETS SHALL BE A PLASTER RING WITH SINGLE GANG SWITCH RING. PROVIDE TELEPHONE EXTERIOR LIGHTING CONTROL 24 PLATE. TOTAL WATTS 20455 19266 19030 59551 + 4088 LC.L= 63639 15. PLATES SHALL BE FURNISHED FOR ALL TYPES OF OUTLETS AND SHALL BE HEAVY DUTY, SMOOTH, EASY TOTAL PANEL KW TOTAL PANEL AMP. 177 TO CLEAN PLASTIC TYPE. *= EXISTING CIRCUITS TO REMAIN 16. ALL PENETRATIONS OF FIRE RAT SURFACES SHALL BE PROVIDED WITH NON—COMBUSTIBLE MATERIAL += NEW CIRCUITS TO BE ADDED OF FIRE RATING EQUAL TO THE MATERIAL PENETRATED. 17. TEgT THE COMPLETE SYSTEM TO DEMONSTRATE THAT THE ELECTRICAL COMPONENTS ANQ SYSTEMS ARE COMPLETE INSTALLED AND FUNCTION PROPERLY. MAKE NECESSARY CORRECTIONS TO MALFUNCTION AND LEAVE SYSTEM READY FOR OPERATION. _ 18. L WORK O K SHALL B GUARANTEED UA AN ED BY HE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE 1a W W LIGHTING FIXTURE SCHEDULE ccy oc FIXTURE LAMPS MOUNTING 19. ALL NEW FLORESCENT FIXTURES SHALL BE PROVIDED �/ITH ENERGY SAVING LAMPS AND BALLASTS AND O Q O SHALL COMPLY WITH ALL REQUIREMENTS OF CALIFORNIA ENERGY COMMISSION TITLE — 24. Z= Z TYPE 3o w WATTS DESCRIPTION & MANUFACTURER & A o to & o Z VARIATIONS CATALOG NUMBER N L N _ o� i TYPE ¢ U a 3 J J - POWER & LIGHTING SYMBOLS W W W DUBBLE H POLE VISIO IRE: E-2 T5 120 1 25�0W. LIGHT ®22.5' —250PS—SLS-6-2CKT ` M.H. 0' POLE + 2.5' BASE) BOAS—COLOR W 11- r W UE CUTSHE ® � ®HYDR PARKING LOT POLE LIGHT (SEE LIGHTING FIXTURE SCHEDULE). 9 650—SLS— x z o X BLLIRECESSED WALL MOUNT A-50M—MVOLT—HW—G 120 1 H. (SEE CUTSHEET) LP—BL 0 EXTERIOR LOW LEVEL WALL MOUNT LIGHT (SEE LIGHTING FIXTURE SCHEDULE). CoCoM m 775Rlyy TREE UPLIGHT FOLI,$�cuS:�L oMR�s— O TREE UPLIGHT LIGHT (SEE LIGHTING FIXTURE SCHEDULE). I& o L6 C 120 1 MR18 (SEE CUTSHEET) SMyO T —F—03 BRS O O_1¢ = O Z¢ —@ LIGHTING / RECEPTACLE PANELBOARD U)o =o 70 J CONDUIT CONCEALED IN OR BELOW FLOOR / GRADE G UziZ Y g J w °w CONDUIT RUN EXPOSED V U) 3 V g x 1/2" C — 2#12 1/2" C — 3 12 DATE: X_)Q(_)QQQ( 3/4" C — 4#12 +� 3/4" C — 512 1" C — 6#12 1" C — 7#12 REV.« DESCRI"1014 DATE 1" C — 8#12 1-1/4" C — 8#12 CKMSER,�J1N TO PANEL-A- W/3#12 WIRES CONNECTED TO ## 3 CONDUIT RUN STUBBED AND CAPPED 2 FIXTURES DESIGNATION, "A" = FIXTURE TYPE, 2 — # OF A, x cxay ,gaxp. DLR 01304 ow.wx sy. Exc xo.: DLR XX-XXXX SCALE: NOTED I ELECTRICAL NOTES &SCHEDULES SHEET NO.: - - _ E-1 E-1 ELECTRICAL COVER SHEET,2/5/2009 3:19:29 PM /i `v�.,,'yC-. aM ,y y •v - /J ���,�_ w..-._._._... �...__...�: -� ..� ""- - __;k'..—_..._....... a . - .. .e _w ,y �✓L£ �'� 41��~ a V`✓ ;`V: � y, '�' � 4 513 8 East Florida Avenue Hemet,California 4 Tel: 95 1f x2 4800927` 568-2300 7094 email:dl nch art@beachdesignmcc°m f�! t � �J '... .... r�••r-P' - i+ �-.,_..._... 4.. w 14 4 � 4` 4 1 J TO, EXISTING SUB PANEL ,1 •CIRC. 6/8 _ ® MAIN SWITCHBOARD =' - - _ - en / f r ��t.�.�' W� t t The designs,draw ngs and spec Fcatlpns as instruments of _ j erva p,*penyo yn, yuse or ;.� m% � / s are the of Des Inc.Inc.A s' /J f �y �1 F 1 pth",ion,In whohar'npart,byan mesh.d,shallbe / q Y Prohibited,except by written penniss,o herein, er Mach In Design,o Inc. i /• / / /�.: � f '"�l /" J ? _ � Anv usual contact with me aprNmens here n,m whole or In f� ° �/' J part constitutes prima facie evidence of these restrictions EXISTING 600A. 120 20$V. / J // � yff jJjJ/ f / �! ft i oaoaeeeachoes�enma MAIN. SWITCHBOARD/'&, SUB, ti r ' ��� � �� A Professi Members IN NEMA 3R, ENCLt�SURE°-_ ' ao /'+ b (j. J a->�I IL J� "- the American Institute 6 ; ,. 2 2 �"'� _.�._.._ � F BID of Building Design LIGHTING NOES: f TO EXISTING SUB PANE 1 9 .f2 © MAIN SWITCHBOARD VERIFY EXACT LOC/ TIONS BEFORE ROUGH-IN OF ALL LIGHTING WITH ARCH./OWNER Another Capital � � Improvement I j / I 2 2 2 �� QQQ® Q2 COMPLY WITH NEC 07 AND CEC 2007 ELECTRICAL CODE. Project 2 s 2 O USE MINIMUM 1"C SC 40 AND#10 CONDUCTOR AND#10 CU GND VERIFY EXACT ROUTING OF ( / LIGHT/POLES AND LO ATIONS AS REQUIRED. � f9 c C:1-CY OF ' #10 C ®ALL LIGHTING CIRCUIT$SHALL CONTROL VIA TIME CLOCK/PHOTOCELL OR BOTH AS REQUIRED L LSL�E COORDINATE WITH GHTING MANUF.REP.FOR LIGHTING CONTROL AND QUANTITY OF I O 2 2 3 PHOTOCELL AS REQU_ ED.BEFORE DIGGING COORDINATE WITH DIG-ALERT AS REQUIRED. DREAM LXT RrW � x ' COMPL * ITH NEC 2007 AND CEC 2007 AS REQUIRE -21 For the Parks & ' 2 2 D. Recreation GROUNDING PER NEC ART 250 District TO EXISTING SUB PANEL 1 CIRC. ter , , t @ MAIN SWITCHBOARD #10 ^-� 0000 1 2 3 6® ~ 4'SQUARE POLE t ',' GROUND STUD AND HAND HOLE w/JIO "® GROUND WIRE FOR POLES 25'HN H!1f55;1/2•THIC x 12 1/2' SQUARE. B,ISE PLATE wflFi 4-1/2• , 10- D.C.W/ts•MIN. I,BED a DOUBLE Nu . 3/18' 5FOR POLES GREATER THAN 25'HIGH USE � I f / /8'THICK x 12 1/2•SQUARE PLATE. i GROUT AND DOUBLE NUTS it / I { FINISH GRADE O ZH d NZN8 nes o T P� .8 —ROUND CONCRETE FooG SEE SCHEDULE J i ........ ` / —ELECTRICAL CONDUIT 1 o W 1a I- Mill iZ i NEW PARKING AREA _..... —..._-— PHASE I �y W w N N wm _ /3 TIES a 12.O.C.AROUND VERRGL BARS Q FIELD VERIFY & SUTB & CAP (2 2'C.O. '` '� ® �� -- '.i 4-/4 REBAR TIE TO ANCHOR BOLTS U ~U FOR FUTURE PHASE 3 PARKING LOT ��Ew PARKING AT O O Q O a f \ 10 LOWER LEVEL AREA o W o LIGHTING FROM SUB PANEL 1 @ M.S.B. # Z Y J o — / PHASE I (, z > z - POLETOP CONCRETE FOOTING G W gwow - W _mow FOOTING SCHEDULE EW BLOCK RETAINING POLE LENGTH Foon c LE GTH FOOTING DIAMETER _.. j _-- / WALL AT ADDED _._ BELOW GRADE DATE. X-XX-)000( PARKING ( �5'�Y 1zo'�o• s-e• i-s• 20• 1• 25' 0• 3• 8• 2' 0' REV.;y DESCRIPTION DATE - __. 25 1 34 0 3 8 2 0 t / THE LTG STANDARD SHALL BE PLACED SO THAT THE FOOTING AND STANDARD 3 LINE UP WITH THE CLOSEST PARKING GRADING STRIP q 8 8 `' �. POLE DETAIL p - .�--' 1 b •✓ rj �. t I u—N an foe na.: DLR 0804 AGENCY No.: DLR XX-XX)X I SCALE: NOTED I D I e SITE LIGHTING PLAN SHEEP NO, E-2 SITE LIGHTING,2/5/2009 3:19:53 PM ... ,a' .1 -ls i t:`5t 11 '� f r.,�*� „b j �,�' � ,y, y W 1 i✓i � ... � ...--.k ................ �_.._._....._ -...,._,... .., ✓ yt �`16�t �4 ���g ' y��"1'1 r� *y w, w 45138 Fast Florida Avenue f ._..,. -{ram a F f ` ��N � -+^^$ �`-.J - "^„t. I Hemet,California 92544 )„- f/ jf Tel:(951)652-4800 (760)568 2300 Fax:(951)927-7094 email:dlrichart9beachdeslgninc.com ww- II /� f / 1 /J fe 4 1Q MSIO��F f fff W Ne aos7aK� y� t f .T The designs,drawings and speclflcadans,as Instruments of O O sism.ampiblloHoghe Property of Besch n whale or In part by a lnc An hal use be 15.0 + 1+ f + y Design,Inc.A shall be /` j �.! ✓"�,+ r, 1 -- '' 7 1 fi 'I 1 ! prohibited,except by written permission of Beach Design Inc. + l_j r' t J ou Nsual ront's rinnwiththe documents herein In whale or m fy{/! / / pan,ronsnwtes prima fade ewdence of these restrictions. was i t J 0200g Beach Oeslgn,Inc. /// iYf Y VAN /f f,�JjF A a Professional Members AN // „';a nJ/ BIDthe meof n n nstitute ..... ._.,. _.... -........_ ® GBuilding ,... 0 j( t7 Design LUMINAIRE SCHEDULE Another Capital / j t /.. t '"2'^';'•,-•� (' '� z � + + i- Symbol Label Oty Oataltg N bar o.acnpnon Lame F� wmdn, LLF Way Improvement 4.4 4.4 '3.3 15.3 4.1 �'3.9 -3.9 '!.3 -'2.6 VISIONAI :ME- AMERIGWSIZE2TYPE 250WATfPULSESTART Project .......... A 10 2 TS250 LS- 5 SPECULAR METAL HALIDE A25250PF.IES 25000 0.75 582 SOAB-CA R ...... /,. E REFLECTOR "••�^..'l7 255SASE LE CIT1-.1 QF .off . �7 i3.3 +4.4 +4.9 6.1 '5.9 +5.1 +4.1 +4.2 '3.6 '3.8 STATISTICS LAKECLSi -- Rh AM1�T At ME - - _ ' � {��,af Deecriptlon ymbcl Avg Maz Min MWMin AvglMin Y U ' For the Parks 8� 4.1 is 8.0 k 1.O k 8.0:1 4.1:1 r , y .r- '�I -- � � � •�' ., PARKING / y' -4 �3.4 4 0 4,9 .7 4.9 $.7 4.9 .3 $.3 $.2 Recreation + + i� District _ :.. + _ 1 f 7 / / t` _ 1.5 "2.7 '3.8 4.9 4.7 -'5.4 '5.9 '6.4 16.3 $.4f'o' 4.3 , ! D *2.2 '2.5 +4.5 '5.8 $.8 6.0 $.7 15A $:a---�47 o f I t r I I ! l f / J , cc I *1 13.3 4.9 '5.9 13.6 '6.2 15.9 $.1 160 0 0 Za Z __ *. ! + + + + W W - �3.0 -`3.7 '3.7 4.8 q. 4.0 16.3 '5.7 4.7 4.7 W y �f W -� NEW PARKING AREA (j, Z o o -- L_ _ _ .. PHASE I Q - _ ... _.. -q W S. C>>� -�L '3.9 '5.5 --i.4_...............i5 4.5 '5.4 4.3 -`2 . _..........3 1 o c¢i U -� - + ' EW PARKING AT C)o Q a LOWER LEVEL AREA z & z _._ PHASE I I G 5 W w a r77, +4.4 '3.6 '5.6 '5.4 '3.8 +4 '3.5 +4.1 3.5 '2.9 '2.3 Z Y W o w 0 o Y p p Y vy i vrg EW BLOCK RETAINING--- - ......._... . ....... _ .__' WALL AT ADDED _., .... DATE: X-XX-XXXX NG .2 '6.2 5.3 4. �.8 '131 i3.6 '2.5 -2.4 +1.9 +1.5 1 REV.If DESCRIPTION DATE i p + + I -{r i +1. 1 5 3 I + . o _ +4.7` +6 3 +4.2 _ '3.9'' ` `2.5is +1.7 +1 5 +1.1 4 p mnErr: DLR oeoa + + + + + i + i2 4. 4.8 4.7 .9 .9 .9 4. 4 4: '3.9 .5 .6 .3 .2 DLR XX_X)pp( + -- SCALE: NOTED .9 .5 + .5 $ '5. �. .2 '3.1 .,.5_. _.__ SITE PHOTOMETRIC ._, . SHEET NO.: E-3 E-3 SITE LIGHTING PHOTOMETRIC,2/5/2009 3:20:15 PM PLANTING NOTES 1. CONTRACTOR SHALL APPLY"ROUND UP'HERBICIDE ON ALL PLANTING AREAS PRIOR TO PLANTING AS PER MANUFACTURER'S RECOMMENDATIONS. U � 2. CONTRACTOR SHALL APPLY'RON STAR"PRE-EMERGENT HERBICIDE AT 3 Iba. d 1 r �'-`-. -fir — "d PER 1000 s.f.AFTER PLANTING AS PER MANUFACTURER'S RECOMMENDATIONS ARB.UNE. 3 (ONLY ON NON-SEEDED AREAS). e e 3. ALL PLANTING SHALL CONFORM TO THE CITY OF LAKE ELSINORE DEVELOPMENT 24"BOX _e - I \ I 1 m o CODES AND STANDARDS. 0 ° _ \ °_ I I \ — ♦ ACA. AFR.'Q.A.' 12 0 4. CONTRACTOR SHALL PROVIDE A HORTICULTURAL SOILS ANALYSIS PERFORMED 1 GAL a ° .. - A I I `II N o BY A LABORATORY OF THE CALIFORNIA ASSOCIA71ON OF AGRICULTURAL ° ° d LABORATORIES. CONTRACTOR SHALL ADJUST SOIL AMENDMENT ° •• I RECOMMENDATIONS TO CONFORM TO SOIL ANALYSIS. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL PLANTING AREAS ON a A � \ ° a - e .44 a I I I v y o SITE AND SUBSURFACE DRAINAGE FOR ALL ENCLOSED PLANTING AREAS. \a g, .d e 6. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY ALL THE ° ° \ G - e e - A. .e - I IWQ cAPROJI o 1/ 114Ait L-t CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. NOTIFY l -a G - ° :° e I ' ms:Q/P a/soue/�114AI� LANDSCAPE DESIGNER AND OWNER IF ANY INCONSISTENCIES U WO DAM OCCUR. .. O O. e� �e �d � ° .a e ° / / utrsr Mvx oAIE t/ao/ou 24"HIGH GONG PLANTERS PER ARCH-TYP ° p \ O 4.� a d: e 7. THE CONTRACTOR SHALL REMOVE ALL WEEDS,ROCKS,DEBRIS AND OTHER ° A ° / EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH e d e e °. d ANY WORK. ° u \\ .e d ° .e e °d e ® V N e ppp B. ALL PLANT MATERIALS SHALL BE HANDLED OR STORED SO THAT THEY ARE p \ ° e ° VAN ADEQUATELY PROTECTED FROM DRYING OUT,FROM SUN OR WIND BURN,OR 4 ® ` FROM ANY OTHER INJURY. ° d° 9. THE CONTRACTOR SHALL APPLY TO ALL SHRUB PLANTING AREAS A 3"LAYER I - - ./�. ° \ e, OF COLORED SHREDDED WOOD MULCH OVER WOVEN MESH WEED BARRIER. e a' / \ G CONTRACTOR SHALL PROVIDE LANDSCAPE DESIGNER WITH SAMPLE FOR \ ° APPROVAL PRIOR TO INSTALLATION. e d- NL VI0.'V.' 29 10.CONTRACTOR TO VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS. O O • e e1 d. 11. INSTALL"DEEP ROOT'ROOT BARRIERS OR EQUAL ADJACENT TO HARDSCAPE ° O_p O 1 GAL WHEN TREES ARE PLANTED 6'FROM THE HARDSCAPE-TYP. ° e e: .e \, e _ O p q, b � ed a 16 ° .d a e °e a STAMPED CONCRETE PER ARCH-TYP NOTE: d ' NUMBER & FINAL LOCATION OF PLANT MATERIAL 4 TO BE ADJUSTED IN THE FIELD BY CONTRACTOR. e PHASE 2 WORK(NOT A PART OF THIS CONTRACT)-TYP gg .e.° \\ \ U s k d SCAPE DESIGNER. 0\ 0 \ • 0 C. ALL PLANTER AREAS TO RECEIVE A 3" THICK LAYER OF SHREDDED WALK-ON WOOD MULCH OVER SOIL FILTER FABRIC-TYP. c s D. LANDSCAPE AND IRRIGATION WILL CONFORM TO ORD. 859 AND �\\ p X 5 RIVERSIDE COUNTY GUIDE TO CALIFORNIA FRIENDLY LANDSCAPING. \ Q'�.* / E. ALL PLANT MATERIAL WILL BE HYDRO-ZONED TO A LOW TO MEDIUM ��---��\ \ LLf p w WATER USE PALETTE. \ i / \ \ C' t- F. ON-GRADE DRIP IRRIGATION WILL BE USED IN ALL PLANTERS FOR // 1 O 0 GROUNDCOVER AND SHRUBS. rn M J 0) C t0 Ld [if iC rn TOTAL SQUARE FOOTAGE OF SITE (PHASE 1) = 19,105 SQ FT I ' o Y TOTAL PLANTING (1,427 SQ FT) = 7% \� I a ¢ I `o PARKING SHADE CALCULATIONS: a \\ I a p 22 PARKING SPACES 0 o N w _ —� 1 z � ooy a () (n 0 0 d I � I 9 e x I - - I gg 3'WALK-ON BARK OVER WEED MAT \\\\\ O O IN ALL PLANTERS-TYP V PLANTING LEGEND \\ \ A a �W a \ 1 SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME I SIZE NUMBER REMARKS \ r TREES B.X AMB.'P.R.' 8 \ � RETAINING WALLS ARE A PART OF THIS S ARB. UNE. ARBUTUS UNEDO STRAWBERRY TREE 24'BOX 3 DOUBLE STAKED 24'BOX CONTRACT,SEE CIVIL PLANS FOR HEIGHTS-T'P ROB.X AMB.'P. R.' ROBINA X.AMBIGUA'PURPLE ROBE' PURPLE IDAHO LOCUST 24'BOX 6 DOUBLE STAKED QO RHA.IND. 'B.' 44 SHRUBS: Q OAGA. AFR. 'Q.A.' AGAPANTHUS AFRICANUS'QUEEN ANNE' BLUE.LILY OF THE NILE 1 GAL 12 FULL&BUSHY 5 GAL PHO. TEN.'B.' PHORMIUM TENAX'BRONZE' BRONZE NEW ZEALAND FLAX 5 GAL 16 FULL&BUSHY * FES.GLA. 92 QO � RHA.IND.'B.' RHAPHIOLEPIS INDICA'BALLERINA' PINK INDIA HAWTHORN 5 GAL 44 FULL&BUSHY i GAL O ART.LUD.ALB. 13 N TUL VI0. 'V.' TULBAGHIA VIOLACEA'VARIEGATA' VARIEGATED SOCIETY GARLIC 1 GAL 29 FULL&BUSHY 666 OPIT.Me.'W.' PITTOSPORUM TOBIRA'WHEELERII' DWARF MOCK ORANGE 5 GAL 20 FULL&BUSHY Q PIT.TOB.'W.' 20 6 GAL y. OART.LUD.ALB. ARTEMISIA LUDOVICIANA ALBULA SILVER KING WOODWORM 5 GAL 13 FULL&BUSHY 5 GAL GRAPHIC SCALE sheet: 5 GROUNDCOVER: PHO.TEN.'B.' 18 20 10 0 10 30 s FES.GLA. FESTUCA GLAUCA BLUE FESCUE 1 1 GAL 92 Tpj.ANT 1270 c 5 GAL 1 INCH --10 FT. L PLANTING PLAN of 3 04 PM IRRIGATION NOTES: 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY, LOCATE ALL PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHEREVER POSSIBLE. 2. LOCATE PRESSURE LINES WITHIN 18"OF EDGE OF HARDSCAPE IN PLANTING AREAS. I \ 3. ADJUST ALL SPRAY HEADS FOR UNIFORM DISTRIBUTION IN ALL PLANTING AREAS. ADD I I \ L HEADS&EMITTERS AS REQUIRED. ❑ _-__ I I I I \ \ _ 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING&DRIP LINE. STAKE I I I I \ \ o I 1 EXISTING WATER METER PER GF ADING PLAN o II j rn TREE LOCATIONS PRIOR TO TRENCHING PIPE. - --_ _ I 2 I 1 I I / \ w 5. CONTRACTOR SHALL INSPECT THE SITE AND VERIFY ALL CONDITIONS PRIOR TO \ " Jo PROCEEDING WITH ANY WORK. TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS 1 I SET FUGJ(REDUCED PRESSURE S.P.U.AREA. PRESSURE REDUCER \ SHOWN ON PLAN,ADJUST DRIP LINE TO COMPENSATE FOR ANY CHANGES IN AREA. _L_ I SET FU OPEN. LOCATE IN SHRUB AREA. 6. TO ENSURE PROPER LOCATION OF IRRIGATION SLEEVE INSTALLATION COORDINATE LOCATION OF MAINLINE,LATERAL LINES AND CONTROL'WIRES WITH ALL OTHER I RELATED TRADES AS REQUIRED. I ❑ ❑ _ r. / DNa aMm+/saoe/z��ulns-�-a 7. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. DAM 1�� 14„H 8. USE 3/4"TEFLON TAPE ON ALL THREADED CONNECTIONS. U>Fsr'Inwc DAMt/w/w 9. IRRIGATION SYSTEMS DESIGNED FROM 130 P.S.I.STATIC PRESSURE REDUCED TO - ----_ \ 80 P.S.I. CONTRACTOR SHALL VERIFY WATER PRESSURE O WORST CONDITION AND CONTACT LANDSCAPE DESIGNER IF ANY INCONSISTENCIES OCCUR. EE I I \ I 10. CONTROL WIRE SCHEDULE: (MAX. LENGTH OF RUNS) ADJUST,REPAIR OR REPLACE EXISTING CONTROL/COMMON NO.14 N0.14 NO.12 NO.10 \ VALVES, HEADS AND LINES WHERE NO.12 1700' 2000, 2400' H EXISTING IRRIGATION IS DAMAGED .10 2700' 3300' I I OR DISTURBED FOR EXISTING AND/OR NO // 3/+ I NEW GROUNDCOVER-TYP No.8 4300' 11. ABOVE WIRING SCHEDULE IS BASED ON THE USE OF A 24 VOLT AUTOMATIC IRRIGATION CONTROLLER&WIRE SIZE IS BASED ON OPERATING ONE VALVE AT A TIME. 12. ALL IRRIGATION SHALL CONFORM TO THE CITY OF LAKE ELSINORE STANDARDS AND SPECIFICATIONS. I I 1 1 1 I 13. ALL LATERAL END RUNS SHALL BE 3/4"CLASS 200 PVC. BAN / l �. 'I BAN A. SITE PLAN IS BASED ON ARCHITECTURAL SITE PLAN. LOCATION OF ®I I:I \\\ DRIVEWAY, EASEMENTS AND ACTUAL LOCATION OF PROPERTY LINES IJ ARE ASSUMED TO BE CORRECT. \�\\ B. CONTRACTOR TO ADJUST PLANTING, Z a] a, IRRIGATION & HARDSCAPE I1 \\ BALL VALVE,LINE SIZE-TYP IMPROVEMENTS PER SITE CONDITIONS. IF ANY CONFLICTS OCCUR I \\\\\\ CONTACT OWNER AND LANDSCAPE DESIGNER. I 1 \\\\ C. LANDSCAPE AND IRRIGATION WILL CONFORM TO ORD. 859 AND - 3/4 11 \\\\ RIVERSIDE COUNTY GUIDE TO CALIFORNIA FRIENDLY LANDSCAPING. _-3�+__ �1 \ \\ ` D. ALL PLANT MATERIAL WILL BE HYDRO-ZONED TO A LOW TO MEDIUM ------ \ \\ WATER USE PALETTE. ¢ \\\\\\ 2 E. ON-GRADE DRIP IRRIGATION WILL BE USED IN ALL PLANTERS FOR CLASS 315 PVC SLEEVE 2K THE \\\\ GROUNDCOVER AND SHRUBS. PIPE OR WIRE BUNDLE DIAMETER. \\\\ ) c PROVIDE SEPARATE SLEEVES \\\\ FOR MAINLINE, LATERAL AND \\\\ ` 0•0 g CONTROL WIRES-TYP \\\\ C y \\�\\ c °a \ \ ` 0 x 1.NOTE:CONTRACTOR SHALL INSTALL THE NETAFIM ON-GRADE IRRIGATION \\\\\\\ ` Ld v SYSTEM PER MANUFACTURER'S SPECIFICATIONS FOR THE GRID 8 STATION IRRIGATION CONTROLLER \\\\ O LAYOUT METHOD TO PRODUCE A COMPLETE WETTED AREA. INSTALL ON WALL OR BUILDING \\\\ Z 2. TECHLINE LAYOUT: NEAR A 120V A.C.CONNECTION \\\\ ` CD, A. DRIPPER FLOW - 0.6 GPH \\\\\\ w rn B. DRIPPER INTERVAL - 12" s RAIN SHUT-OFF DEVICE ATTACH C. BURIAL DEPTH - ON GRADE TO THE BUILDING UNOBSTRUCTED \�\\�\ 0 LL) 0 o a D. APPLICATION RATE (INCHES/HOUR) - .58-.65 BY EAVES OR OVERHANGS-TYP ID E. TIME TO APPLY 1/4" OF WATER (MINUTES) - 26-32 \\\\ Z Y +l I s 3. SEE COMPLETE NOTES ON SHEET L-3. \\\\\\ a Q U I r a \\\\ CL LL - 44) c Q O L Y W S '2 to 'J w g ~ Q)_C N NOTE: 1` ` \\\\ 1 U cn IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. _ CONCTRACTOR TO LOCATE MAILINES IN FIELD & INSTALL ALL PIPE AND EQUIPMENT WITHIN PLANTING 3/+ 1 1 \\\\\\ 2 AREAS WHEREVER POSSIBLE. 1 ; ( \ FFA 5 3/+ PRESSURE LOSS CALCULATIONS VALVE# to 8 G.P.M. II II EQUIPMENT SIZE P.S.I.LOSS II 3/+I I _ ) UMETER �y 1" 11 10 B BALL VALVE ; 0.5 MAV. 1 5C LINE 2"N c`J $ 1.2 LATERAL LINE V 0 0.0 9RIES I I I W k ELEVATION CHANGE EQUIPMENT P.S.I.LOSS19.6 I I I w B HEAD OPERATION P.S.I. 25.0 1 I I o••q".�� TOTAL P.S.I.LOSS 44.6 j AVAILABLE P.S.I. 80.0 11 1 I 6 RESIDUAL P.S.I. 35.4 - II ]I. 3 IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL No. REMARKS-SEE SHEET L-4 FOR DETAILS&SPECIFICATIONS II y/+ I I 1 ® HUNTER PC-600 6 STATION AUTOMATIC CONTROLLER- INSTALL IN THE GARAGE NEAR A 120V A.C. CONNECTION I N WILKINS 975-1-1/2" REDUCED PRESSURE B.P.U.WITH WILKINS 600 HLR PRESSURE REGULATOR,SET AT 80 P.S.I.,INSTALL IN PLANTING AREA w HUNTERNETAFiM MINI-CLICK RAIN SHUT OFF DEVICE.INSTALL ON BUILDING,UNOBSTRUCTED BY TREES AND OVERHANGS ` C I TF10912-100CV 1"7ECHFlLTER DISC FILTER � I & RAINBIRD 44 LRC QUICK COUPLING VALVE L'L N 0 NETAFIM TLFV-1 LINE FLUSHING VALVE 1A VALVE SEQUENCE NUMBER HUNTER ASV-101 1"AUTOMATIC ANT-SIPHON VALVE I R GALLONS PER MINUTE I NIBCO T-45-UB-V PLASTIC BALL VALVE(THREADED)LINE SIZE-TYPICAL G APHIC SCALE sheet: ---- PAC.PLASTICS SCHEDULE 40 PRESSURE TYPE MAINLINE-INSTALL WITH 18"MINIMUM COVER REMOTE CONTROL VALVE SIZE ` L. 20 0 10 30 PAC.PLASTICS CLASS 200 ` L, NETAFIM TLFV-1 NON-PRESSURE TYPE LATERAL-INSTALL WITH NE MINIMUM COVER L `. - ON-GRADE PRESSURE COMPENSATING DRIPPER LINE(.8 GPH ROW,12"DRIPPER SPACING) PAC.PLASTICS CLASS 315 NON-PRESSURE TYPE SLEEVE 1 INCH=10 FT, c IRRIGATION PLAN of 3 Layoutt,2/5/2009 3:29:54 PM IN-UNE FILTER VALVE R7CU SI2ETM COVER. Techline iB0 �� PRESSURE VALVE BOX'WITH COVER: 2-WAY TEE OR EDP MULCH PER PLAN FINISH GRADE COMPRESSION RING REGULATOR 24-INCH SIZE WISH GRACE/TOP OF MULCH TREE TES PER NOTES TOP O:MULCH MANUAL CATE VALVE ELBOW IF ONE WAY �1� (PROVIDED) O Techllne TUBING FINISH GRADE p SHRUB OR NNE FINISH GRADE T MIN. PVC SON 80 NIPPLE(CLOSE) V d% dam✓dam✓d•S d- d- E SPECS 'J'DEEP MULCH PVC SOH 40 ELL g d Og O 4g 4g Og QiO� VALVE BO% PVC SOH SO UIHION FpR 3/4'SCH 8a PVC 3'DEEP MULCH FINIISH GRRTH ADE' BASIN SERNONG ASSEMBLY (LLUM'TH AS REWIRED) 11 Pv� LINE FLUSHING EARTH WATERING BASIN 1B'WIN. PVC Sql 40 MALE ADAPTER De BRICK(1 OF 4) PVC TEE(S>6Kn VALVE F-TIFV-1 TechHine 17mm FINISH GRADE ? p. CH SO NIPPLE(2-INcx LENGTH, TUBING O, 1 HIDDEN)IIP SO IN ELL!•'• � BRIE((+OF 4) PVC PIPING SPECS • R COMPACT BACSFlPE MIX W/ BRICK SUPPORTS AMENDMENTS ((PER PLANTING PACT BACKpLL MIX y�/ SPECIFICATIONS) 3.¢INpH MINIMUM OEP1H OF PVC MAINLINE PIPE (THREE) \ I" DO J A EIjDd EPER PLANING 3/4-INCH W'ASTIED GRAVEL Z N R0� ALL ON 7 ROOTBASET CflOWN PVC 5pH 40 TEE OR ELL 3/4'GRAVEL SUMP E Fl S 2N PyC Spl 60 NIPPLE CTI1 #_ FLU ALL W NIIH GRADE AS REWIRED,1 OF 2(�N • (1 CUBIC FGO " ROOTBAU•SET CROWN Rpp�BALL ) PVC SCII 40 MALE ADAPTER C FLUSH NISH GRADE OI 1/2 DEPTH R PLANTING SAME N 3.o-1 pH MI IMUM DEPTH OF T O O AS ABOVE(PFR PLANTING PVC SON'a TEE MOTE F1 N ROa�BALL Ae ABOVE PER PLANTNME SPEpFlCAT{F5 I (-INCH A� WN 3/4-INCH W'ASHEO GRAVEL •• .. y O OR PVC SOH 60 NIPPLE GA7E VALVE El �$TALLED U sPEaFlcAn�gs) ELI CiH Hlo0Ef11 AND +WBN Lai VOALYE1 RpM01E W PVC RISER rn flL ( / ) (PLUMBED TO TOChline) TREE PLANTING N.T.S. 2 SHRUB PLANTING D A c aRa�2ooe/so-1u�u L-s N.T.S. 3 XERIGATION FILTER & REGULATOR N.T.S. 4 MANUAL GATE VALVE N.T.S. 5 TECHLINE START CONNECTION N.T.S. 6 LINE FLUSHING VALVEN.T.S.. AE G/PRDJ/2GGe/2e 114/1aBE DUNE FLUSHING VALVE PLUMBED N.T.S, am DAZE:t/3O/OP v TO PVC OR POLY T-11 SE_nP)NHEW "/Do Ai Teehllne START CONNECTION IQUIC+COUPLING VALVE PLASTIC BOK WIT+ RFDIICED PREES9JJRE Nps y N LA Al, AINUNE LAM %G IN I (SEEPLANS k SECS) LOCNBIO COYpt IIgRT BRA55 HIPPIE BAOOLOW PREVETHTOR MODEL•SCOLgiF'RCNEEN. THEPIPEPIPE COIHOUIEXHAUST HEADER 1EMOTE CO TROL LWE ��Au VALVES TH y PRESSURE IE_LATgRTechlln.TEE 11DISC LTER A D PRV AND TEST Coos PLASTIC INLLT CRATE Techline LATERAL TUBING AND'Y STRAND UNITS SHORT BRA95 NIPPLE Teehline START CONNECTION (SEE IRRIGATION PLAN) SLOPE Tp FINISH SURFACE AIR/VACUUM RELIEF VALVE MALE ADAPTER ,,J11 DRAIN 1N MIN.— A O e (PLUMBED TO Techilne AT I-__ BRA55 NIPPLE ELL(NDCNT _ _Tllu=� l NLET EXTENSION EACH HIGH POINT 1 PER LOCAL WOES) AS NEEDED I 1 SUPPLY HEADER _ L1Techlin•TUBING BRASS M TTT 'WIRE I�UBGR�ADEA� BRAS UNION-TYPCONGUITAREA LL-- - ISLAND PERIMETER CMAWAN OR PERIMETER GALV. FIN•DID.Techllne TEE PVC PIPEBLANK TUBING Techllne ELL •TERED ON __ __ SINR W1 N7pT cry Tin ATEACHRICH PpNT V.'I.I� - MIN.3 37AA11MESS 31L BRAISE RISEN ROW DRAIN PIP¢[TOtl B RIDE OUNDOR BERM H I U w 5: HDEE DAMPS RAPE O 1SUPPLY HEADER /VAC REI EF VALVE(IP MBED) '. .T y.:.?:• THRUST /21T MIN• TTAPE 4oBo , E 2 §I DSSPEE-D-BASIN'GRAN BO%, 10-FW IN V AALLAL SOLyTNT�ELpYOF D E 0pN`ryr� 3^IOt SUPPLY LINE SLOP N RFBM PVC Cg1Pl1N0 BLOCK PLACE SINGLE OUTLETS WHERE PLASTIC PIPING TO CR lER E1T[ RtlAOTE CONTROL VALVE LINENEE�FLUSHING VALVE SNORT IRA50 APPROPRIATE,NOS MODELNO.1O, _ BE AK DIN R ECTIONs L-- �1.—PLUMBED TO Techline UNES FI NG (6z>) D ov Tip APPROPRIATE,ND5 MODEL NQ 201, 1. S<(�j BELOWTMAI HMDSC/�PE¢ET/ENIS'M p,VSS TWIGLE THE ASSEMBLY W/DISC FILTER BRA55 NIPPLL-TYP SI3EPERGUPS WHERE N0 OI ETER OF E PPE RE BUD . AND PRV 2 F PIPE MD PARE BURN EPTIHS SEE PEgFlCATONS 7 IRREGULAR AREA—CURVES N.T.S. 8 TECHLINE ISLAND LAYOUT N.T.S. 9 QUICK COUPLER N.T.S. 10 REDUCED PRESSURE B. P. U. N.T.S. >> ATRIUM DRAIN N.T.S. 12 PIPE & WIRE TRENCHING N.T.S. NETAFIM NOTES: 1. CONTRACTOR SHALL INSTALL THE NETAFlM ON-GRADE IRRIGATION SYSTEM PER A CMANOMPIETERERWETIFDEAREA.TIONS FOR THE GRID LAYOUT METHOD TO PRODUCE HU 2. TECNE LAYOUT: A. DRIPPER FLOW-0.6 OPH B. DRIPPER INTERVAL-12' TEpHLINE LATERAL SPACING-12' E D. BURIAL DEPTH-ON GRADE 1 I / APPLICATION RATE SINCHES/HOUR -.SS-.86 F. THE TO APPLY 1/4 OF WA1EA((�INUTES)-25-32 _ �\ 3. REFER TO DESIGN MANUAL FOR TECHLINE ROW SPACING LAYOUT. BEGIN TECINNE LAYOUT 2'FROM/1MOSCME AND 4'FRdM PLANTING AREAS-TW. 1 _ 1 4. REFER TO DESIGN MANUAL FOR A(A70MUM LENGTH OF IAIERALS AND CEN7liR FEED I V SYSTEM. AFTER LAYOUT IS FINISHED,NOTE TOTAL LENGTH AND REOUIRMENTS FOR E I TV U PROPER PRESSURE REGULATOR SELECTION AND OPERATING PRESSURE 5. ALL SUPPLY AND EXHAUST HEADERS ARE TO BE 1'-TYPICAL 6. AIR/VACUUM RELIEF VALVES ARE REQUIRED FOR TURF BUT ARE NOT REQUIRED FOR ON-GRADE APPLICATIONS. __ I •THE O O 1 N•T.S. 7• AR FROM THEISWR E AS P ARE OSSIBLEE LINE�ATED FLUSHINC VALVES ICUOUS PLACE ASSHALL BE BURIED ' W•N E IN A VALVE BOX WITH A GRAVEL SUMP ADEQUATE TO DRAIN 1 GALLON OF WATER. O _ n- I 0 3 SCOPE OF IRRIGATION WORK: -- _ a a A ALL EQUIPMENT SHALL BE AS LISTED IN THE SCHEDULE AND INSTALLED AS PER DETAILS BE AND �1 — x SPECIFICATIONS,OR MANUFACTURER'S RECOMMENDATION. ANY SUB TUITIONS MUST BE ® VA APPROVED IN ADVANCE BY E11HER OWNER OR LANDSCAPE DESIGNER. ANY UNPROVED I ® y / W 0 W e EQUIPMENT MUST BE REMOVED AT CONTRACTOR'S EXPENSE � yP IRRIGATION NOTES: B.MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS UARIUTY. = O I.BOWE OF WORK: C.MAINLINE PIPE: A ® O J A.THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALLS$,iRANSPORTATON.All PRESSURE MAINLINE PIPE+1/2'OR SMALLER SHALL BE PVC SCHEDULE 40.2'OR LARGER ® / Z 'n SERVICES NECESSARY TO FURNISH AND INSTALL A COIAREIE IRRIGATION SYSTEM SHALL BE CLASS 31S MAINLINES SHALL BE BURIED A MINIMUM OF 1B'DEEP AND HAVE M AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS HEREIN. SOLVENT'ADDED JOINTS MADE FROM NSF APPROVED TYPE I,GRADE COMPOUND CONFORMING -�- J Iv B.ALL IRRICA"ON WORK SHALL CONFORM M APPLICABLE LOCAL,COUNTY AND/OR 10 ASTM RESIN SPECIFICATION 1785. --- WDINT Y STATE CODES REGULATIONS,AND RULES D.SOLVENT WELDS` L ' 2 PERMITS AND INSPECTIONS` PVC SOLVENT WELDS SHALL BE SCHEDULE 40 1-2,II-K NSF APPROVED,CONFORMING TO ASTM A THE CONTRACTOR SHALL OBTAIN.COORDINATE AND PAY FOR ANY AND ALL PERMITS, TEST PROCEDURE D2466. L7 W L 0 FEES AND AGENCY INSPECTIONS AS REQUIRED. E LATERAL LINES: 3.INSURANCE: LATERAL LINES SHALL BE CLASS 2W BURIED A MINIMUM OF 12'AND SOLVENT WELDED Z Q +O+ 0- O U A.THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION,PUBUC UABIUTY JOINTS AS IN'C'ABOVE. AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE DOOM F.CONTROL WIRES: REGULATIONS AND BY THE OWNER. CONNECTIONS BETWEEN THE ELECTRICAL OR ELECTROMECHANICAL CONTROLLERS AND THE 0. J N I r `o 4.SITE VERIFICATION: ELECTRIC REMOTE-CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE W LL_ — C A.PRIOR TO COAMENCEMEN77 Di WORK,THE CONTRACTOR SHALL VERIFY,AT THE SITE. ANC-LLF.S00 VOLT UL APPROVED. MINIMUM SIZE IS/14 AWG BURIED 18'BELOW GRADE C- ALL CONDITIONS AND DIMENSIONS SHOWN ON THE LANS NECESSARY TO ACHIEVE WITH MAINUNE PIPES Do NOT INSTALL CONTROL WIRES WTHHN INLINE SLEEVES U O O O W Y P — THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. CpL(ON WIRES WILL BE WHITE •C O O d t REPOt1FD TO TIE OWNER OR LANDSCAPE DESIGNER IMMEDIATELY. YA1H A DIFFERENT COLOR STRIPE FOR EAaH STATION. WHERE MORE THAN 1 WIRE IS IN TINE In B.THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE,METER SIZE AND SIZE OF SAME MAINUNE TRENCH THEY NEED TO BE TAPED TOGETHER AT INTERVALS NOT TO EXCEED SERVICE TO METER (P.O.C. AT EACH POINT OF CONNECTION. 10 FT. EXPANSION CURLS TO BE PROVIDED WITHIN 3'OF EACH WIRE CONNECTION AND WITHIN Iv-1-- CV p C.PRIOR TO INSTALLATION.TH�CONTRACTOR SHALL LOCATE BY STAKES M OTHER EACH 100'OF WERE LENGTH. U N O_ .0- J MEANS ALL PRESSURE SUPPLY UNES,CONTROL EQUIPMENT,GROUNDCOVER DELINEATION G.PIPE COVER: AND HEADS FOR APPROVAL BY THE OWNER. ALL WIRE,PIPE,PRESSURED OR NOT.INSTALLED UNDER L PAVING SHALL BE IN CLASS 316 6.INTENDED DESIGN COVERAGE SLEEVES 24'BELOW ROAD BEDS k BACKFlLLED PER SOUS REPORT A, MODIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION,NT COVERAGE OR REVISIONS H.PIPE CLEARANCE: WILL S OF THE SYSTEM AS NECESSARY TO MAINTAIN TITE CONSISTENT COVERAGE DEIGN OF ALL UNES WILL HAVE A MINIMUM OF S'CLEARANCE FROM EACH OTHER. NO LINES To BE LAID _e.•.,_ �' CONTRACT DOCUMENTS. ANY DENATON FR THE CONTRACT DOCUMENTS SHALL HAVE ON TOP OF ONE ANOTHER, 6 TIE PRIOR WRITTEN APPROVAL OF TIE OWNER AND LANDSCAPE OEIGNER. I.REMOTE CONTROL VALVES: B.MY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS EACH REMOTE CONTROL VALVE SHALL BE IN A MANIFOLD PIPE ASSEMBLY AND AT LEAST 12'FROM II AND/OR THE DESIGN INTENT AFFECTING ME SUCCESSFUL COMPLETION COST OF 1NE ONE ANOTHER ANO A MINIMUM OF 6'FROM MY STRUCTURE PROJECT HALL BE REPORTED TO THE OWNER AND LANDSCAPE DESCNER IMMEDIZELY Y'� ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES J.HEAD INSTALLATION: " HAVE BEEN RE OF ISO BY THE OWNER OR LANDSCAPE DESIGNER IN WRITING. ANY IRRIGATION HEADS WILL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE II CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. OWNERS'SATISFACTION. SPACING OF 114E HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED S.IRRIGATION PLANS: ON THE DRAWINGS AND IN NO CASE SHALL THE SPACING EXCEED THE MANUFACTURER'S , A.R1E IRRRRICATON PEWS,INCLUDING PIPING AND EQUIPMENT LOCATIONS ARE DRAWN RECOMMENDATIONS. PLACEMENT OF THE HEADS SHALL BE AS SHOWN IN THE DETAILS PER N SCIHFIAATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM TYPE OF HEAD USED. 11 AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND CONFORM TO THE STE CONDITIONS IN ALL CASES,THE CONTRACTOR SHALL INSURE THAT THERE ARE ND CONFlJCTS BETWEENTHE IRRIGATION SYSTEM.PLANTING AND CONSTRUCTION EIF.MENTS,AND EXISTING TINc UTUTIES BE GENERAL LANDSCAPE NOTES I v B.THE CONTRACTOR SHALL RESPONSI THE FINAL ELECTRICAL CONNECTION BLE FOR 1.SOIL PREPARATION: ' U B FROM POWER SOURCE 70 ELECTRIC OR EIECTROMEpHANICAL CONTROLLERS AS INDICATED ON TINE PLANS WHERE APPLICABLE A.AREAS TO BE SODDED SHOULD BE ROTOTILLED THE DEPTH OF 4'-6'INCORPORATING TYPES AND AMOUNTS OF FERTIUZER,MINERALS MD SOIL AMENDMENTS PER AGRICULTURAL SOILS ANALYSIS. 7.UMLE FOR DAMAGE RAKE SMOOTH AN' CLE MY WEEDS(ROOTS AND ALL)AS WELL A.MY ROq(S LARGER THAN 1/2' © .b A.THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE T'0 ALL UTILITIES CONSTRUCTION, DIAMETER. BEFORE PLANING IRRIGATE WITH 40O GALLONS OF WATER PER 1000 50.Ff. ' IRRIGATION AND PLANTING ELEMENTS NEW'MARKED OR UNMARKED,AND SHALL REPAIR B.SACKFlLL AREAS TO BE PLANTED SHOULD INCORPORATE TYPES AND ANOUNTS OF FERTUZER,ETC. a r OR REPLACE DMAGE M ITS ORIGINAL CONDITION IN A MANNER ACCEPTABLE TO TIE OWNER. REFERENCED MOVE RAKE SMOOTH ANO CLEAR ANY WEEDS(ROOTS AND ALL)AND ROCKS LARGER O ' B.THE CONTRACTOR SHALL BE UABLE FOR ANY LOSS TO HIS EQUIPMENT,PARTS AND THAN I/ DIAMETER. BEFORE PLANTING IRRIGATE WITH BO GALLONS OF WATER PER 1000 SO.FT. S AiFRIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING 2 PLNTING INSTRUCTIONS: W p kd FROM THE OWNER. A GROUNDCOVER AREAS I' ' A a 8"' # S B.WRITTEN GUARANTEE GROUNOCOVER SMALL BE PUNTED PER SCHEDULE GROUNDCOYFR AREAS SHOULD BE ROLLED AND w S WATERED PRIOR TO PLANTING. THESE AREAS SHOULD BE WATERED PER HNSTALLATON CONTRACTOR, ' Z ^Q A AIL IRRIGATION WORK SHALL BE GUMANlEEO BY THE CONTRACTOR F TO MATERIAL MO BUT No LE55 THAT TWICE PER DAY FOR THE FIRST WEEK,ONCE PER DAY THE FOLLOWING TWO WEEKS �'y 1►. ' .) WORNMMSMIP FORA PERIOD OF ONE YEAR FOLLOWING THE GATE OF FINAL ACCEPTANCE UNTIL ACTIVELY.ATONING OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A"[TIEN GUARANTEE ON HIS B.SHRUBS AND TREES: M LETTERHEAD AT TIE TIME OF THE FINAL INSPECTION. HOLES SHALL BE DUG 1-1/2 TIMES T DEPTH HE DEP OF ME ROOTBALL AND 2 TIMES THE WIDTH OF THE ROOTBALL ' 0.IRRIGATION MAINUNE AND PRESSURE TEST: A CROWN OF AMENDED SOIL SHOULD BE PLACED IN THE MILE PRIOR TO THE ROOTBALL BEING ADDED. THE I ■H N A.THIS OBSERVATION IS FOR THE PURPOSE OF RENEWING ALL MAINLINE LAYOUT FOR NEWLY MENDED SOIL SHOULD THEN BE AOOED,FlWNG APP 101MAIELY 1/2 THE HOLE. AFTER THE SOIL HAS La q a CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE BEER ADDED THE HOLE SHALL BE FlILED WITH WATER AND AILOWED TO GRAIN COMPLETELY BEFORE MY 3 SYSTEMS PRIOR TO BACKFlWNG TRENCHES. PRESSURE TESTS MUST CONFORM TO MORE SOIL IS ADDED. FOLLOWING THE DRAINAGE OF THE WATER,FINISH BACKFIWNG TO EXISTING SOIL MANUFACTURER'S SPECIFICATIONS LEVEL+ PACKING AND FIRMING CONSTANTLY. MAKE SURE 0 AIR POCKETS ARE LEFT IN TINE HOLE USE THE REMAINING SOIL TO BUILD A BERM AROUND EACH SHRUB OR TREE APPROBNATELY TWICE 1HE SIZE OF 10.PROGRESS INSPECTIONS: THE ROOTBALL FILL BERM WITH WATER IMMEDIATELY AFTER FINISHING THE PLANTING AND CONTINUE FILLING A.PERIODIC INSPECTIONS SHALL A PERFORMED BY pWNER OR LANDSCAPE DESIGNER Al1N WELL UNTIL ESTABLISHED. DRAINAGE PLAN j DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS WITH TRENCHES OPEN TO q A END THE SOIL VAT/TREBLE SUPERPHOSPHATE HIINND TRIPLE 16 FERTILIZER,W000 SHAVINGS,AND GYPSUM VERIFY CONFORMANCE TO DETAILS DEPTH OF PIPE AND EQUIPMENT ASSEMBLIES PER AGRICULTURAL SOILS RESULTS AND LAB RECDAIMENDAPONEL D.STANK OF TREES: SCALE: 1 INCH=5 FT. 11.IRRIGATION COMPLETON�COVFRACE TEST: ALL TREES SHALL BE STAKED WITH NOT LESS THAN 2 LODGE POLE TYPE TREE STAKES (10-)USING AT LEAST A THIS OBSERVATION TO ENSURE CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH 2 FOR 6 GALLON)OR 3(FOR 15 GALLON)PLASTIC TREE TIES TWISTED,TIED,AND NAILED TO THE TREE STAKE 3 IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM SE�DETAILS. To ENSURE INTENDED COVERAGE THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS E.PLANT MATERIAL FOR OPTIMUM PERFORMANCE AND TO PREVENT OVE SPRAY ONTO WALKS ROADVIAYS AND ALL NEW PLANT MATERIAL STALL BE A S2E CHARACTER AND QUAl1TY IN ACCOROMCE W1T1 ACCEpTEp BUILDINGS ETC.,PRIOR TO THIS OBSERVATION. THIS MAY INCLUDE CHANGES IN NOZZLE STANDARDS WITHIN THE INDUSTRY. ALL PLANTS SHALL BE FREE OF IN: THEIR EGGS,DISEASES,WEEDS SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. AND BROKEN OR DAMAGED BRANCHES TRUCKS OR ROOTS NSBLE OR NOT. THE OWNER OR LANDSCAPE ARCHITECT AIAY REXCT ANY AND ALL PLANT MATERIAL M UNSUITABLE AT ANY THE ANY SUCH PLANTS SHALL BE IMMEDIA7DY REMOVED AND REPLACED AT NO COST TO THE OWNER. 4.WEED ERADICATION: A.WEED ERADICATION TO BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. DESIGNER RECOMMENDS B USING A CONTACT SPRAY AT THE MANUFACTURER'S RECOMMENDED RATE AND FREQUENCY AS WELL AS sheet: G USING HAND AND MECHANICAL MEANS 6. ITTEN GUARANTEE ALL LANDSCAPE WORK SHALL BE WARMTEEO BY THE CONTRACTOR AS TU THE MATEfaAL ANO WORKMANSHIP FOR A PER OF ONE YEAR FOLLOWING THE GATE OF FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR .ALL PRONOE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTICN, TYPICAL NOTES, DETAILS DRAINAGE PLAN —3 o� 3 Layouts,2/5/20093:28:59 PM