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HomeMy WebLinkAbout901-2 R=3/8" CURB LINE 69.60 TW `.. 2 67.68 TW P,l%L JJ�2 62.60 IF- jr �Gs �• 24' 2X 60.68 7F �, fl,J, 2 JI3 J 9g Fc) N 6 R MR= 3/ 11R=1'' N 54'1132' W379.55' 2. I� 32' ---- - 3'A�C SG A� LANDSCAPED AREA I lF PRoVEME?ITS 10 (PER LANDSCAPE PLANS) I A-6 CURB AND GUTTER 3 TYPE'D"CURB MOD/PIED 6" cli 69 6k 64.51 TO g 65.07 TO o 2 NTS NIS 6 6ti' 64.01 FS 3 3 64. o I I 8 O c cs i.OX 64.7 TO 64. 0 TC 63 97 64.96 7C I 67.D0 T O k 64.2 FS 64. 0 FS 5 o� � o IQ, 64.46 FL ��, 64.6 TC 64. TC 67.26 FL - .6.50 FL) I 6"�FL oI 3 ^1 6.51 TC B 64.f FS 64. 5 FS", 64.48 I z Lu CLARIFIER PIT 1 63.86 IS _ _ _ _ _ B !1 J / 66.60 FS I z n ' 1 PER SEP£RATE -i. - - - - - - - 5.5X 66.52 fL I I I C 5.35X PERMIT i 6A a5X � 6 a 1 I I U 3 W 0.50X 0.77X eFIL FL PER PLAN o k SSA AT e3��,T0 10 n kl o o {` c �s 67.35 I C z mac, FS ti• rn $ �I N b 'h '�'' .� 67.40 FS 77 � o p 66.10 7C �� 66.10 7C 67.52 7W 1D FS A+ �• 67.28 TC 65.60 FS 65.60 FS 3 65.5 f TW 6 I 6.4 66.74 FS) I FR F I 66.78 FS PLANTER 8.33X A[X 7 64.89. 65.2. 1 TFS (66.66 FL) Gq� 6 FL �(66.68 TC 2.18X hI 66.34 FS T 65.i2 FS 11 B I ,e s5.00 0 6.s2 rc \ s Xs' ti 2.1 SLOPE TYP. r66.84 FS 0 (ss.s8 FL) I 1 No.2 BACKING _ PROPOSED GRADE I I RIP RAP" DOWN DRAIN ANCHOR CONSTRUCTED ��)�� J✓1 I I I EVERY 10' IN VERTICAL HEIGHT AND L------ 4.23X 65.07 k 6.84 1C W I AT TOP OF DOWN DRAIN. P M-B, 21132 5 47.85' 66.96 FL5 h 65.34 FS, \ Q SEE DETAIL ABOVE. �) FS 65.90 TCI 138 A-, .�-Ir'--03� - 62.95 FL f0 65.4o f5.. 2 w1,66 I�C, (, _Y( I D D I 4 CONCRETE DOWN DRAIN DETAIL r ✓ Jr J J 66.15 TC 1 3 0.50X 65.65 FS $ I w N.T.S. r',RrJFGSED tG I I I v I f0 BUILDWG 666' 665�1 65.49 66.23..TC / N D B4S NON 10,000 S F. PLANTERS 2.26X 66. FL 65.73 FS' � l 2 I 67.OG F.F. 9 g 65.57 66.30 7C '„� y FUTURE I \ 66.50 PAD �3.00' 65.80 2 Fs IMPROVEMENTS a 20X sss s6.22 TG, 20' 1g 6' �O •o�y. C I w _ 65.20'Fs I1 1.5' 30.50' 66.76 TC 0 50' 50' S D L a16' E E- 8 3 I 0• vq'pl-l-!4p 16 6.0366.33 FS.... 12' 38'�'- 67.69 TW 67.34 7C 6 0 0.50R 67.00 TW.69 7F A .96 6 z 3 66.84 FS FS0_ 9 9 63.10 TF.,... o C 'r'PER RIP RAP SIZE 3'RIBBON GUTTER 11 -- 6s.6 7G s� I m 2.T FOR 1/4 TON RIP RAP Q N 54'1132' W 67.50 TW 379.62' 6.32 7W 66.80 TC a' 6.04 64.72 FL 61.50 7F A 6, 7F 66.30 FS yqa 66.28 F5 SWALE DEPTH OR PIPE DLAMETER I I n r' / r1 r'r1 d �OWROUGHT IRORY WALL NPEFENCE i R/PRAP DETAIL ���r' E PER ARCH. PLAN ® j.lkL 6;J72 I I N.T.S. P.IVLJ, 21132 \ LEGEND. W W s'-s"MAX CONSTRUCTION NOTES O TING 12'CONCRETE WALK H.P. = HIGH PO NT W 6"CURB 30 �- CONSTRUCT 28'COMMERC14L DRIVEWAY APPROACH PER RIV. GO. STD. NO. 207 LP. = LOW POINT 5' /�_� (4.6'AC OVER 11.3'AB CLASS 2) F.L. = FLOW LINE MIN. EWSTING GROUND EXISTING GROUND zo CONSTRUCT A-6 TYPE CURB AND GUTTER PER RIV. CO. STD. NO. 200 F.S. = FINISH SURFACE P.bRKIIGG - CONSTRUCT 6'D-1 TYPE CURB PER R/V. CO. STD. NO. 204 EL = ELEVATION PARES =I - 4 CONSTRUCT 3'WIDE DOWN DRAIN = TOP OF WALL 2-/4_LONG/Ti1DlNAL D 10 20 4O 80 __ T.W. - 1'-0' C NUOUS QS- CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL 5 THIS SHEET RIGHT OF WAY f_ ,. - .., _-- - . o--- CONSTRUCT C.M.U. BLOCK WALL PER SEPERATE PERM?(ELEVATIONS VARY SEE PLAN) = PROPERTY LINE 2'-O' 1'=20' O7-- CONSTRUCT HANDICAP ACCESS RAMP PER A.DA STANDARDS _ _ 1211STEP OUT DETAIL PER/METER WALL GRAPHIC SCALE a- - - - - c£NTING DI 8 CONSTRUCT LIGHT RIP-RAP T=20'F=6'CLASS 11 EXISTING DIRT ROAD (� 1© g CONSTRUCT 1.5'CONCRETE STEP OUT AT PARKING LOT PLANTERS � N.rs. 1'CONTOURS �- - = FLowuNE N.T.S. 10 CONSTRUCT 0.25'A.C. OVER 0.45'A.B.CL4.SS ll DRIVE ISLE -xX.XX = PROP. CONTOURS � - O 11 PER/METER BLOCK WALL (PER SEPERATE PERM?) = MASONRY BLOCK WALL WROUGHT IRON FENCE -- D xx.xx EXISTING CONTOURS D R 5.50' 28' 3' 6' 30.5' 3' 4785, z PARKING LOT ORNE ISLE P R DRIVE ISLE PLANTER IDEW O z O 0 VARIES 3' S0.50' R� 12' 2' PROP. C PROP. BLDG. PROP. RIBBON DRIVEWAY DRIVE- PROP. BLDG. GUTTER ENTRANCE APPROACH BLDG. ? m BLDG. y to O n n £ I I M F F 67.00 4X 3 IX/ST U 2X 3 5 J 70X 5 Z 85� V II-III=III - --E I 1 I 1"uP =IIII II III 2.2sX I1=1I -I I _ 2' eh NG III III it -III- IIIIII I I I _ _ WWI 0.50X 5 .47X 5.5X 0.50X ?I I I Ii i� - - -�=1 RADExlsnIII-I II III-III- 3"Ac oVER _ 00 ' i- 5.4'A.B. CLASS// 90X RElA7NEGROUND=111I - - 5.4"LAB. CLASS 11 90%RETA TVE „�=1 III COMPA�ONE' 114.6'A.C. OVER 5.4"LA.B.OVER LASS p III COMPACP III III FINISHED GRADE �kk I IIIIII=' - - - COMPACTION Q - COMPACTION "- o> MASONRY WALL TOPPED - - 1 5.4'LA.B CLASS 9 SECTION'S-E•• SECTION'B-B" SECT/ON"C-C" 11.3"AB. CLASS lI SECTION'D-D" N.r.S. WITH N. FENCE SECT/ON"A A" N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. BENCH MARK RENSIONS SEAL: COUNTY SEAL: ��, PREPARED BY, / � SCALE CITY OF LAKE E LS I NO RE w � .e��-> �z� y�pNK ✓. , FRANKJ.Ay REG/nMV OWL ENGYNEER Ab 02-w8 D I PRECISE GRADING PLAN 2 of DIAL TOLL FREE 1 112 ALUM. CAP IN 6'CONc.COUAR FROM �` +'��� P THE INTERSECTION OF CORYDON SF.R MISSION ��/ 3 IXP. 1 0 I'=2p' PREPARED FOR: 11) 1-800-422-4133 1RaL sw 0.1 M6 ALONG CORYDON sr TO No.C 02 036 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE AN E WITH' A ADDRESS 32191 CORY"Sr 100'NW OF CL * EcP.14�31/D, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRESTIGE DEVELOPERS,INC. PETER DE LA TORRE 3 AT LEAST TWO DAYS OF CORYDON;4C SW OF PORCH OF ABOVE Cli)'AND STATE LAWS,AND A PERMIT C:AN BE ISSUED. ' - BEFORE YOU DIG ADDRESS.2 NE OF 5'HnH CFWN LINK FENCE 43509 RIDGE PARK DRIVE M02.TEMECULA•CA 92690 SHEETS n i'S OF SURVEY MARKER POST. '� cIV�L P A.P.N. 370-080-018 4�Or CAIIF� KEN SEUMALO RCE 569/5 DATE N/A 7EL0196116895442 FAX 511699J588 O [J E.V.#825-02 DATE:S-1d] T UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o EFR B.M.EL-4-80 DATE 8-16-80 EZEY• 1265.00