Loading...
HomeMy WebLinkAbout456-2 n ; i 18 ' � - C H A N E Y S T R E E T 16 A 15 14 1\ \\ 70.54\ftS E%HST" - �° \ _ _ _ / - - \ �,•,� S \ 1 ( �_,26 TC I (E. ��'TC _ � � 65.18 TC- \ \ a9• \ Sd8 68.43 FS \\\\\\ \ .\ --- _ a86a•u'a•e zss.u___ IFS 65.- G---- 20 68.15 R�65Ec'PS2F IF= 64 68.43 FSTw 67 7_\ DE 3-1``\ - / �17 i 4.80% 8.5FS --- 1 ---1 272 ^ - - 68 b - 689.505FTLC -- _-_ -- __- ---- 17 17 14 } 4 676 o ! J'.74 FL I\ \ \\ \ `-- 3 - 3 -- .- - - - --1117' 68.353 0,5% 67.96 TC 6e T 23 c 0.9ix . Io.5% 68 9S.TC 68 2 C -0 t �j'� 8 2FILL 4 4 _ ._. -.- 4 AC 6868 35 FL 68.32 FL. 67.85 .46 FL73.22 TC \ \ \ 11 1 INEXISTING A.0 PAVINGZ73- \ \ 68 82 AC 68.80 AC AC �+ 68:45 AC I 66 25 AC F 68.29 AC fi8.35 AC 4 TC 1% - 67.77AC 66.UAC \` 92 FL ' 2 <i�mi 2,.. .88AC } 70 T .23 TC N 69.53 TC \ \\ W 9.7 ac fi9.03 A0• U.28 ro:32 Tc 3 3 3 70.32 TC s c 63.71 s.o rc 66.76 FL 69.82 AC I 69.82 AC 1.96R 69 6%� 68.55 AC \ \ \ 1 3 70.25 TC n - 16 68.32 / 73.81 \ \ \ 71 TC �n 6.79 TC� 69.75 AC 70 5 FG v-" Y'�•-•1H�-vim•v--11r (', g 6�•-7% ?j\ 73.23 FL \ 70.t Ac 'a% s.29 Ac 4 �` .F 7'.32 TC. 6s 33 TC 6•ff rJ7 \ \ 1'� ! 69.65 8 C�68 75 AC \ \ \ \ I I A 70.32 TC .1,0 I \ T69.82 AC G6[ 15 \J \ \ \ I I \ I (P FF=70.50 ; y��r FF=70.50 �► \ \ \ \\ `\ \\ PAD= 70.0 i �`y PAD= 70.0 \ -0 74.43 TC \\ \`�\\ \ 9,712 SQ. FT. `\ 9,712 SQ. FT. 1 \ ,73.93)FL \ \ \ \ 1 70.2 TC \\ MAD TC T 69.65 AC 69A�T 6" �LI TC \ 69.90 AC 5.11R ¢✓3. AC ff \ \ \ \ I- 9� S V` \ \ ` 70 50 TC r 58S -6B 8 AC 0.48 '6. 69.3 TC � o [ \ I 69.77 TC H�.70.50 AC ,�- i n� 0•ff 70.48 AC w 70.J8 TC 68. AC s•ff \ \ { 69.27 FL 2 2 70.38 AC 0 I S I _ o 0.5% 70.26 FL 5 0.5% 0,5%Y 5 4.3R 3 1.21R 1 \ _74.97 TC .. 69.72 F -_-3 fi8.7g AC g8.31 LIP -D 74.51 FL \\ 70 75 TC yy'a'• 1Y 70 25 AC 3 ei 71,00 TC 2 2 0.ff7 48 TC-v 70.3388 AC 0-OF TC 6•OF 5 70.50 TC \\ \ 70.00 AC 3 70.50 AC n� 70 AC 3.B4S 89: AC I 4y !p\ 10 f N \� 69.176 TC 2 t-7 , {\ �j \ 1 Fj� �• 69 6 AC I I 1 70.7 FG T -':1 3.26% �9.&TC03 TC I { ( \ \ \ \ \ \ I 69.82 AC 9. AC { I I S \\ T I 3 MATCHLINE SEE SHEET 3 CONSTRUCTION NOTES O7 PLACE 3"A.0 PANNG OVER OVER 5.4"CLASS II AGGREGATE BASE(PARKING AREAS) \ O2 PLACE 4.6"A.C.PAVING OVER 11.3"CLASS II AGGREGATE BASE(DRIVE THRU AREAS) O3 CONSTRUCT TYPE D 6"CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 ® CONSTRUCT 6"CURB&18"GUTTER PER DETAIL ON SHEET 4 CONSTRUCT 3'WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 4 © CONSTRUCT 3'WIDE CONCRETE CHANNEL PER DETAIL ON SHEET 4 7O INSTALL UNDERWALK DRAIN PER RIVERSIDE COUNTY STD.NO.303 ® INSTALL WHEELSTOP O CONSTRUCT 6'HIGH PARTIALLY RETAINING C.M.U.GARDEN WALL PER DETAIL ON SHEET 5 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS d 11 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 12 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 g i✓ 13 CONSTRUCT 6"TO 0"CURB TRANSITION PER DETAIL ON SHEET 4 14 CONSTRUCT 4"THICK P.C.C.CONCRETE "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 15 CONSTRUCT TYPE D 8"CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED." 16 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 /� 17 CONSTRUCT 6"CONCRETE U-CHANNEL PER DETAIL ON SHEET 4 R"" l�-C/c7.,✓y/ f-2T-D 2. NOTE: 18 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 20 0 20 40 60 RAY 0'[YONNELL, CITY ENGINEER RCE#26603 SEE SHEET 3 WALL PROFILE FOR ALL TOP OF 19 OMIT BLOCKS IN PA WALL FOR DRAINAGE PER DETAIL ON SHEET 4 WALL&TOP OF FOOTING ELEVATIONS 20 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 4 GRAPHIC SCALE SEE SHEET 3 FOR SECTIONS AND SHEET 4 FOR DETAILS UNDERGROUND SERVICE ALERT BENCH MARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS CITY OF LAKE ELSINORE SHEET pOFE S/pl, engineering-planning-surveying ° o CALL: TOLL FREE AT THE INTERSECTION OF CHANEY STREET AND A PORTION OF LOTS 1 AND 3 IN BLOCK 89 OF WALD'S THE CENTERLINE OF CHAN=Y STREET(N43"44' 06")AS SHOWN ON o E•N�q� 1485 SPRUCE STREET,SUITE H IN THE COUNTY OF RIVERSIDE, CALIFORNIA ^ MINTHORN STREET,AT THE SW'LY CORNER OF THE RESUBDIVISION OF THE CITY OF ELSINORE, AS SHOWN RECORD OF SURVEY, FILED IN BOOK 91, PAGES 1 TH2U 3,RECORDS , PHONE: CA 92507 L INTERSECTION, 38.5' NW OF THE CENTERLINE OF BY MAP ON FILE IN BOOK 8 PAGE 378 OF MAPS, OF RIVERSIDE COUNTY,CALIFORNIA. PHONE: 909.342.0036 PRECISE GRADING PLANS 1-HOC-ZZ7-21300 CHANTEY STREET, 2.0' SE OF A STREET LAMP RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, FAX: 909.342.0268 FOR OF 7 SHTS. w m POST. 8.5'SE OF PP/2357956E, SW'LY OF A EscRteEO AS A WHOLE. N0.C55955 NEAR-CAL CORPORATION Exp.12/31/04 FIRE HYDRANT, A CHISELED SQUARE IN THE TOP �N 02 FILE N0. -F OF CURB MARK REVISIONS APPR. DATE �r��OC'c�AUF \r The Cornerstone Croup RUDY E.N 2 - \ TWO WORKING DAYS BEFORE YOU DIG A-93-17 12/95 ELEV. 1273.T7 I I IDESIGNED, R.BY: D.K.B. DRAWN BY: D.K.B. CHECKED BY: E.N. PSA1F"1B-"'° R.C.E.55955 EXP. 12/31/04 COMMERCIAL PROJECT#2001-02 3999 U1110-