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HomeMy WebLinkAbout636-2 I COLLIER _ AVENUE - - - - - - - - - - N01 CONSTRUCTION NOTES fO CONSTRUCT 6" MIN. CONCRETE PAVMENT OVER 95%COMPACTED NATIVE I '\ 5' DEDICATION PER O CONSTRUCT 6" TYPE A-6 CURB &GUTTER PER RIVERSIDE CO. STD. 200 W M EX.SL LIGHT "0 ro - --- EX.ST.LIGHT yqo � CONSTRUCT 6• TYPE D CURB PER RIVERSIDE CO. STD. 204 -- -- \ .fie'`' �19' _ _ �11• `6 O CONSTRUCT 3'-0" CONCRETE GUTTER PER DETAIL SHOWN HEREON. EX.SIDEWALK 00 EX.5'CB O5 CONSTRUCT 0"-6• CURB TRANSITION - _ e- - - 4PN FM- - -4�JiJr�-112280 3 T - .P. .°�R _ - ti- _761OFS ,:. © CONSTRUCT 4" THICK CONCRETE SIDEWALK. ----------- --------- - 86 --- - _ ------ 78�51-OPE - c 277 - e 6 EX_24"CMP SD EX.P.P O ---- tT -----------,i27s-- - ------ �-- - --- ------ - ARCHITECTURAL PLANS. 0 CONSTRUCT TRASH ENCLOSURE PER 711y76 75 90FS 75 cIi 19 1 t275 75 1276 08 CONSTRUCT 6' CONCRETE SIDEWALK PER RIVERSIDE CO. STD. 401 a 0 FXv-r.•imc 15 o D (73 JEc oo F DRAT�� Q9 ADJUST EXISTING SEWER MANHOLE TO GRADE 19 74 60T - DRAIN RO AI J F AR CEr:L 27 � { G.-4 OADINC U 3, I F,YI 2-1297 10 CONSTRUCT CMU RETAINING WALL BY SEPERATE PERMIT N z i pl\r� J3 /rJ'7'-59 3 z 'C7 %•I A = ,939 S.F. a.ie.'', BLDG.- G. 2 < 7a.s 11 CONSTRUCT HAND RAIL PER DETAIL SHOWN HEREON. z A = 4, F. Y.35Tc C 4 .,,9 19' 74:50T 0 12 INSTALL 3"PVC THROUGH CURB FACE FOR ROOF DRAIN CONNECTION 3 OOFF 1273.00FF 7z,oFL 5x m z 3 ^ < 1 CONSTRUCT 3'-0" CONCRETE DRAIN PER BROW DITCH ON SHT 2. " !u- / 1272.42PE K pp EXISTING ACCESS 1270.60FF ii:5'- °'' " '' '' 1273.00FF LOADING p L EASEMENT TO I 21 1272.42PE A A o CHANEY STREET ® CONSTRUCT DOWN DRAIN PER DETAIL HEREON EXISTING BUILDING 1270.02PE N PER RESERVATION IN DEED n 1 RECORDED MAY 1,1987 1269.20FF I , F I I AS INSTRUMENT N0.122903 15 CONSTRUCT ADA RAMP WITH HAND RAIL / ' I I 173• 4' O.R.RIVERSIDE COUNTY,CALIF. CONNECT ROOF DRAIN TO 3'-0" CONCRETE BROW DITCH q PCC 6 d J 6 ROOF DRAIN n ,':4.86x. 1.Q- MIN' ROOF DRAIN 5 "'%3.DQFS ;• 5 %° m OF DRAIN • 1R. I, 5 9 y ... :.Po .. ..... v r ,:.�' �.-• .n^': m . ZR• 95%COMPACTED NATIVE i r 0 m _ TI - 6.0 - DRIVE LANES is �. .N .... ... ... '.. ;.. .., ., •.,,'., n n I Td _.PAFn •r r .. ....:: ..... ..' •.::: '.N"'.. _ - PARKING AREAS r_ a iz:oo'r TYPICAL,Jl/1 J197 :.....,;.,• �, .. .. ..... .. .:'. 1 H. :... :. � PAVEMENT SECTION 1. ... .... ,•. •. , o ' ..:..,.. .: .' ,. ... `:h ::.. I ..,n..:., cam. �' Q P,YI 1>38/67 69 PCC PA ENT iv,r:.: ...• ..- .., .. : .x .. 4 ' „�, LNOT TO SCALE .....'.. . 2. Gg N COLLIER AVE. war 3 6 T'.. .. .�I. ..,.. !'az.eorG I� PL , I I SIDEWALK PROP. 6' SD EX. 20' 5' �(� - 1 6 ''.. '...:: r.;.'.:.''•':: .. `.,. ?zip.:,.::,';..•. '...72.y ;•"m 2% EX. C&G � I I 2 l P '. .; •' :...:',' ' '�• PROP. PARKING IMPROV. . . ti ' EASEMENT jI PER PA 1 B7 •.,,...: .. .a`.. p .. .. � .. � '''U :,ci' ``. n .. ., 2. ... � . ... •:.:� '`72.77TC� N Na _ 7 Tc .'.� Y r ,,.�, :N .. .,: • '$" u . '..5, iN.• 2.27FL 1 I=- i�EX. 2:1 S D n a6x n K . 5 . . 90TG.° a LOPE , ROP. CURB 9 72.75FS , 12 PROOF WALLS _ I ° G) PROP. CONC. V DITCH P 9,3 _ OOF DRAT •. R F DRAT � ROOF DR p z I SWISH-FtDQR-- - - C WA DK I �X. EARTHEN DRAINAGE DITCH '� m Iry�y .L. : BLDG.- LDG.-3 LAROINC I� �- p Fv', m 0 0 ♦°' 1 A = 6,305 S.F. ?i, D4 680 S.F. m SECTION B �� If JG��' - --� eel 3 'I A = 4,sao S.F. Io SECTIONNTS BLDG.-2 A / \�j I I W / NTS m 1271.00FF 4 ' ��9 s F 127 . FF 1273.00FF 1270.42PE h� tx.:.. o.e / O O 1272.42 1272.42PE ' +f PL < PL a i //�� /• mI ,� 3 3 -O r OADIN M T OADINC 1' 2 // 166.41C o R .I V N ~ W_N X.6 FH (65 95 71.00TW -- 71.50TW N4653YJ W 341.001' n 73.00 -- - - Qy aInn EX R IADW,Y 88. 69.50TW 10 I >Z >O r1.1 FINISH FLOOR FlNISH FLOOR ED PARCEL 211 I L"(s62a c F ZONE AO LIMIT '?tea �J \ ---- EX. GROUND Fhil 2-1297 (6s 7a L 10 GROUND ---- F',\jl 136/67 59 I I I I� N NNe 1_- 'T ,JARC�L 2� SECTION C SECTION D I I- P,YI 1297 NTS 7,vJ 135/�7-59 I - NTS - ' A CRL :, \ CONC PAVEM Y I k A.! Y, I �^ rY I,n;F•�in rA^t PAVEMENT I;=I 1 1 6/P Sppi, D °` ,;.. \��\:v.� 22 59�G G3 MnH.61.03?5 CL2BASE I PL m PL - PER SOILS REPORT I � c;, ,\ T= I CONCRETE GUTTER I 8" 12" w m' EXISTING SLOPE I 2 C -. O s MINTHORN _-__ST --___-- i 1 1/2"DIA.STD.GA.TOP 1 1/2"DIA.57D.GA o, 7 R N 3 h'C 6,BOTT.NOR.STD.PIPE 7G I I EX. GROUND O w Y r,t1;r PIPE POST O B'-0"OC < EX_FINISH FLOORS I E . FINISH FLOOR 121. 3 "XIr BROOKS --_--- 1_�= O 1 9 'ry`J„y` '^ . PROP.8' BOX OR EQUIV. T l ,i"-' "'" m h'!•' 1 SIDEWALK EXISTING CURB I I 2500 PSI AIR 71.251NV "a3 AND GUTTER ,1 L-----J X PLACE CONCRETE f� _ BOTTOM MAY BE WITH 17 GAGE EXISTING Lr_ 1 g PVC O ---- ROUNDED AT THE STUCCO NETTING GRAPEIC SCALE opnora OF THE 0 A^ 6 20 0 10 20 40 CONTRACTOR / / 6'X 12' � z Mm I coNCRerE DRAW PCC CURB SECTION E SECTION F W v NTs ��HAND RAIL 4 DOWN DRAW NTS NTS SCALE: 1" = 20' U NTS NTS nderground Service Alert SEAL THESE PLANS HAVE BEEN REVIEWED FOR SCALE T� n PLANS PREPARED UNDER THE SUPERVISION OF RLpTESSb,,- REVISIONS: COMPLIANCE WITH THE APPROPRIATE CONDITONS SEE HLC CITY I OF LAKE ELSINORE SHEET Call: TOLL FREE l� 9�4," L'c OF DEVELOPMENT, AND/OR CITY CONDITIONS C{v{L enosxserino "^Bete 29 0� STATE LAW, AND A PERMIT CAN BE ISSUED. 28nemlo,fNTYptA2590 SUITE IN THE GOUTY OF RIVERSIDE, CALIFORNIA 2 DATE: T6neallq Cdifamb 92590� I 1-800 ,,,OS 5/27/04 (909)506-4869(909)506-4979 FAX PRECISE GRADING PLAN uIl HECTOR L. CORREA / oo.e/m/08 • + INDUSTRIAL PROJECT NO. 2003-08 422-4133 Expires s/3o os L Q �.....� R.C.E. N0. 36306 / Y eF BENCHMARK: PARCEL 28, PM 21297� of 3 SHTS 'KYN SEUMALO, CITY ENGINEER 1�2" REBAR W/B.M. PLASTIC PLUG FLUSH 1320' W. TWO WORKING DAYS BEFORE YOU DIG �i'qr MAR REVISIONS JAPPR 0 COLLIER A 1000' S. OF RIVERSIDE DR., -576 MAY 27, 2004 FILE NO. Designed By Drawn y Checked B R.C.E. N0. 56915 RIVERSIDE FLOOD CONTROL 2-4040. EL = 1255.32 O �� T