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HomeMy WebLinkAbout503-2 g � S s 6. 153 64 I Y r7 h I I 11172,e73.1 . 1'R I EP L 1/2'R - I _ - ebb by Cl /'�r- -/ - /' A - G �+ scPnm.c naJ2 65 26-1/2' fib.7FS $�S' I C2 Ira lJ`P C5 CU i C7 'I p^ ��J� 4 ^°ti9n� J?s�� E�72.CL73.14 30' 0' 30' so' so' 66:2F5 b 0.5% BUILDING ' FLOOR SLOPE b�• 2_�s ^� _ L -y 'li b'\ 1272. 5273.1 66.1 S I - ,boy ss7rn1151 66 JI k GRAPHIC SCALE: 1"=30' R k I 67 1 _ EP cL 6 IT 66.fiTC b b 0 b s 7 T s O 1 5 U" CHANNEL / I P q�7yyFri 2 I��- A T.S. ^ 7.22F5 b 67 62F5 .\ 7 J J J J o �.._ 67 {{ I 4 04 2 y 165.IFS 4 65.76FS ^ 67.7 i I.... f I 1 �.: sy _,,�4 _°dry s9 T C.p40�rC I ?`T4rC 150 67 � I =66 66 OFS.V 66.90FS 6764TC 68. 61' bb' Sal- •1272r 5273,0 6591F5 67 7 S 67.46F5 67.38FS N 7.74F5 67.79E- JJOJ - - C L T 65.99E 41 TC NI-f- _ 660�5 67.14wF-I I 7. -I 11 T 1=1... -�^ p 6 l 4 I I O 65.91F5 66.85F5 + _ I_1 �?, I Imo' k 67,6fiF5 67.716S D / v 14T I 6 ro� I "� I 4 6785TC 6791 pl 7z s 6 759X p I $ 7JF5�65.89F5 6563FL 66.25F5^7-I --6694F5�..- 1- -I...�67�73FS '�..6741f5 1 7.92F5 }°'� �S a-�- J? 1272.6273.�� g 7 6 fi 4 7 y q 6.1 i J g fi 68.46TC 4 6870FC 1 0 II 4n141 A EP CL z 3 65.76F5 5 _ -- FL FL GB -O.SOR fi6,66F5 67.63F5 sV 0.50$ J ,OS 0.88$ sJ �7.96F5 S 68.201528TC� ( z FL 0.6 67.23F5 6 67.29F5 .�,r 66. 65.60 r II �y 6 bb�} dd','4,AJlC ,a1\ 1GJ l b'� b'O $V 1r pb'OOE .gyp 70.78F$ ^h 1 I I1282.` C _ FL j '� 1 1'•J` b I J• 4 1 1rI IO',r b m�.� t'N i h T `O 1:4 7.-5R FP .7272 g m K AC PAWIC I p rr p -I 4 I J . J'Q`J ^' b C / by I m PRO-Cap o PRCi0.SF0 d',� o I s °� w a ^ `'d ^y by J CL A,C PAW I -I - 4 S '�I J h^b - 7 I •� z1 .... .... :. ;R 6 eh' I ~pC-. 4 ::I j� b^',�? l�fi'7167FS L J� pbppb fi8�T2F b �p�p:4'COVWX 1 a a'i'�p ,yN`. bA I 147 70 PoB9QV Cu77EtP I y E272. 272..6 i 5 ; 67.85F5 - I EP CL OCENRR 66.14FS 1 0 b^� I -'�^/ b^/ ,b^� b^p ' bb 67.78FL �pry9�p4 o 1 i 6.7X 4 S^ I Ji vy 56.49FS 1 65.7 i ...�� : I. I 146 71 0^ES 1i' I .� % BUILDING FLOOR I.., 1 "I {1272.19272.3 6 3' WIDE GUTTER DETAIL IEP CL D 0.5 SLOPE N.T.S. - T _-_ *si 145 V72 2 6576T I I I: 67.44FL I 65.2fiFL 1 n 1 1272.,in72.9�i 2 1 B1 l 1132 150 L14 B5 BG L-- B7 \r 6�21FS- � EP °L FS FS FS FS ?II 7 5 516FL = 7 I h 707 I " In 144 73 .. 35J FL I FL O.SOR `v 6FL5 1 N .4 FS 4 EP72. i1272. 7 11 -FL 61 TC 11 I ©tl - hli 1 Il Ptl 6719CL C L - 5.11FL 713 H ;. I,L'V , 1 ry-- 74 / 67. I.. 11 , ' 67.8 (i 6786 I Ilr �• 4 -__. 1 I 1272. 2272. 1_1 I° FS I FS FS FS (, 67.6JF5 FP ICL 6 N I8 Al I A2 A3 A4 A5 A6 A7 I.BR _-- 4 f W�-�-4 IO 1 4 I I II'I 6773FS 686JFS - 1 EP72.S257 CL 2.86 O A°RcOMM o ACPPAPOM a-�-a _ 1 �'', 1 0.5% BUILDING; FLOOR I SLOPE __0 1 I 5 V 1 8.,. 64.9FL.. . e F y Z anER 4'cawEa 2 _.._ _ ,.r.._ '7 :••.r---" s8.3o __... 1 --- z G] R�BC1v CO71ER - . 1 I I I F� ES:C'L4vi.4 WWW O CD47ER --- - I � C 41 •EP72. 5 64.79FL 1 I _ I 1 .....it ...,. I • I h` 67,70F5 79FL I 140 77 co w S 66. _ Iv FS 5 I I 1 -... rI i FS 7 - 4 7.1 T 67 el F -4 94T 4 66 77 5 I I EP72. 3CP72 v g 1J f o 3 166 7 i' _--� - 67,34F5 S a S 67.44FS b' 7 8 WIDE CROSS GUTTER DETAIL _ F6 __- -- _ - 67 41$ _ FL T L_. _� 54.65FL 66.T I 7/ 67 i 7 i - 7 IS 67'. T / _67.36F5 1 Yt 1139 78 1� N./.S OTS 2 66.JOF5 4 6672F5 6662F5 4 6.20F5 6737F5 6732F5 /� 67.34F9 272.4 272 W 4i 66 66.64FS 67 4i 67,13FS 1 f 7 -__ $ 1 S EP CL S 73FS^ -.1 65.94F5 66.36F5' 6647F5�b 66.94F51 6fi.85FS- 7' r l 67126FSI fi7;01FS PIES I�S 6 6 N 66,94FS 4, 64649FL o ,.4.�� tt 4 ,I q 4 5�(� 1 5� 67,11FS;(,6fi.51fL 68.56FL 4 0l 6 7 050 5.09FL (.r I rol til al -- 138 79 FL 4 4 66.46FL 32.E.272. 9 4.46FL 65.1E FLI I 65.89F5 85.90FL 166.28FS 66.30F5 I6 7 T (6.45FL EP 0.40R 2 65 T I 5. 1 I 66.5 iC 7 I l 66.23FL 66.75TC 66.90T 2 CONSTRUCTION NOTES 6569F565 2F5 85.16FL 65.68F5 65.69F5 d40X 66.05FS 66;O7F5 0.40R 66.SFL 66.40FL 81 .14R 6.05T 66 .4 T 6645i •1272. 2 66 TC 6 362 66. C 65.55R 65.S7FL 65.93FL 5 6 9 L F i d,1. /134 CL Q7 INSTALL X°A.C. OVER X"A.B.(PER SOILS REPORT) 5.57FS 66.02F 5 659.S aj - - '� /l/E272.19 2Q CONSTRUCT 6"CURB AND GUTTER(TYPE A-6)PER COUNTY OF RIVERSIDE STANDARD PLAN NO.200 FS 9 /3 I I � O CONSTRUCT 4'CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. - - -__ - f 1sv`SRrrR 82 I 0.50X 0.50R 68.98FS -12 ® CONSTRUCT 6'CURB ONLY(TYPE Of PER COUNTY OF RIVERSIDE STANDARD PLAN NO..204. " - _ He',Le CL72.1S5II 5Q CONSTRUCT V'CHANNEL PER DETAIL HEREON. all, `I sU ?4`gP ss rC �� rc orc'E2�1 a9171.31 © CONSTRUCT 3'WIDE V-GUTTER PER DETAIL HEREON. o T P7 4 Q7 CONSTRUCT 8'W9DE CROSS GUTTER PER DETAIL HEREON F-� © INSTALL?°X 4'RfOWro00 HEADER _nr•rrnc+m� � /� END EMST.CURB CEREAL EMST.CURB GUTTER STREET 9Q CONSTRUCT CURB OPENING PER DETAIL HEREON. _ ..--._. _.._.-.. ........ _ ._ __.__ _ __ _ _ _,i4asn.r- ------- .. 85 49 QO CONSTRUCT 12'WDE CURB OPENING PER DETAIL ON SHEET NO.3 -�E1ST.R/W _ __ __ _- _ .\ •wv 2.taIIL72. 6 p 71 TRANSITION FROM 3'W1Df CROSS GUTTER TO 8-WIDE CROSS GUTTER Q2 CONSTRUCT CURB OUTLET PER COUNRT OF RIVERSIDE S7D.PLAN NO, J08. efi ( O OZ7 © CONSTRUCT ACCESS RAMP PER DETAIL HfR£ON. Qp0 ESs/04, Z ® CONSTRUCT DECORATIVE PAVERS PER LANDSCAPE ARCHITECTS PLAN `/�. ® TRANSI770N FROM 6"CURB TO 0°CURB y m m © CONSTRUCT 6"CONCRETE PAD No.42465 a } E,p.3/31/04 © CONSTRUCT 6°CONCRETE TRUCKWELL PER DETAIL HEREON. sr CIVIL �r* _ ® INSTALL BMP DRAINAGE SWALE PER DETAIL ON SHEET NO. 3 q�OF CA0 REVISIONS PREPARED UNDER THE JUPERVISION OF PREPARED BY.- CITY OF LAKE E L S I N O R E 9 BL PRECISE GRADING PLAN r� DON LETEY R.C.E. 42465 'DATE Jensen & Associates CIVIL ENGINEERING•LAND PLANNING•LAND SURVEYING L REG EXP, -Jl-04 1487 Woodvale Lane•Riverside,CA 92506•(909)780-1829•FAX(909)780-1629 PARCEL MAP 30680 OF THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS SCALE. BENCH MARK OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. 1+I_30' RIVERSIDE COUNTY BENCHMARK EL-4-80: REF DESCRIPTION BY APPR DATE 'nYI '-/L '0 Z 1 1/2'ALUMINUM CAP IN 6-CONC.COLLAR 0.7 Mi. CITY OF LAKE ELSINORE I DATE' 0.7 MI.SW FROM INT.OF CORYDON STREET AND MISSION FISH DESIGNED BY DRAWN BY.' RA OND 0DONNELL, CITY ENGINEER DATE TRAIL,100'NW OF C.L CORYDON ST. --- t' CHECKED BY PRO% MGR.: R.C.E. NO. 26603, REG. EXP. 09-05-02 ELEV=1265.00 W. fOR: F.B. FILE No, _a 9/1/02 0K-amA1 d7,4,sw• &b /9