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63MV60 3hVN 3313 19 -j 15' -- - --- -- -- - \ - Trans. 0.17' A.C. 1 11 - 082 - 111 - 081 - 4+_ — �� - - - - - - - - - - - - - � � II I � - - - - < 0 > CD CD -- - Place one Storm Drain Inlet Protection Unit: M 3 20 J f Remove and salvage the existing 18" Frame and Grate. Q n —Please refer to The existing 18' diameter Storm Drain Inlet Barrel and 1 � CD Nil Sheet 5 Detail 1 20 l connecting pipe to remain in place. Place salvaged 18" O —• ° 1 - (D diameter Storm Drain Inlet Frame and Grate. [Place one Storm Drain Inlet Protection Unit: (D - - --- -- -- - - n �, Remove and salvage the existing 18" Frame and Grate. �• Q --.The existing 18" diameter Storm Drain Inlet Barrel and a' I i R.&D. 37 L.F. I I I connecting pipe to remain in place. Place salvaged 18" Conform __,___ __ Exist. C.G.&S. 11 1 1 diameter Storm Drain Inlet Frame and Grate. Place one Drain Inlet Protection Unit i i Sta. 4+53 BM Elev. = 12.08 R.&D. 99 L.F. R.&D. 25 L.F. Place 37 L.F. C.G.&S- � I Top of fire hydrant Exist. C.G.&S. Exist. C.G.&S. includes 1 Handicap Romp Conform Sta. 4+55 � Const. IR.&D. 252 L.F. - Prior to construction, ,J Delaware Avenue at Place 99 L.F. C.G.&S. to grade Place 25 L.F. C.G.&S. % Please refer to T Exist- C-G.&S. Saw cut 18 L.F. of existing Monterey Avenue Sta. 3+65 to Sto. 4+64 Sta- 4+77 to Sta. 5+02 Sheet 5 Detail 2 6' YP") �` �� - -- Y _ , 'Place 252 .F- r 1 concrete driveway to conform / L C G &S to grade Y / 9 h w _ / L . < � � includes 1 Handicap Romp. tote new back of sidewalk. , `+,� , �- V - �' J� 3+65 4+64 �4+7� `QT-�O Fes— i 4- - n , I� T - o i i I M .. .....5 w: ... . .... qC * - - - v� ^J`✓ T - - - Const. r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ( Yp ) -3.15' offset Ln 0.00 CD 0 I+ 1 � o . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 -Place one Drain Inlet Protection Unit + 1U + `_ - - _ ,-a3 +86- - uu t o.o0 5 6' (TYPO ' ; F 6' (TYP-) C11 - 0-10 - - -- - - - -- - a - - -- - - — — 0.10 - - - - - - - - - _ - - - - - - u' -- h '' R.&D. 30 L-F- R-&D. 62 L.F. R.&D. 28 L-F. R.&D. 25 L-F. i � Exist C.G.&S. L.F. R.&D 18 L.F. R &D. 14 L.F. Exist. C.G.&S. R.&D. 43 L.F- Exist. C-G.&S. Exist. C.&G. only I' Exist. C-G-&S- _ 4 z R.&D. 41 K I _ 9 Place 30 L.F. C.G.&S. Exist- C.G.&S- Exist- C.G.&5. \ 1 includes 1 Handicap Ramp Place 41 L.F. C.G.&S. iPaace 18 L`F. C.G.&S. Place 62 L.F. C.G.&S- Place 28 L.F. C.G.&5. 1 - Q - Place 25 L.F. C.G.&S- -- - Sta- 2+89 to Sta. 3+19 I I, Sta. 4+33 to Sta. 4+99 , includes 1 Handicap Ramp ,� L t -- StoCe2+57L t Sta. 2+71 Sta Place to Sta.&3+86 115to. 0+19 to Sta- 0+36 Sta. 0+85 to Sta. 1 +26 St. 1 +78 to Sta. 1 +96 _ Please refer to Please refer to _ Sheet 5 Detail 2 Conform Sta. 5+4 2't _ n+ ' Sheet 5 Detail 1 NOTE: Concrete 1R.&D. 38 L.F. Place 3 &L F. C &G- �R.&D. 3 L.F. (TYP ) Block to Remain IPIL.F. -- L -_ - Exist. Hedge to remain in lace �1 1 ► - 7 Sto. 2+86 to Sta_ 2+89 g P Place 38 LC G &S _ \ \ Sta. 2+19 \o Sta. 2+57 place one Drain Inlet Protection Unit � 8� �� 6 — - 3� 2� LEGEND r4\ Place one Drain Inlet Protection Unit - BEGINNING OF PROJECT = Variable Depth Asphalt Concrete = Existing Sprinklers 1 1 1 - 090 - Place - 090 - p, I ' Place New Curb and Gutter Only o = Existing SDI to remain Delaware �VG U ( N!I- = To be Adjusted to Grade Place New Sidewalk Only = To be Adjusted by other ® = Place New 3' long Curb. Gutter and Sidewalk Transition 10 . . . . . . .. .. . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . .. . .. . . . ... . . . . . . . . : . . .. . . . . . . .. .. . . . . . .. .. . . _ : .. .. .. .. .. . .. . . . . . . . . .. .. .. . .. .. .. .. .. .. .. .. .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . : . .. .. .. .. . . . . . . . . .. .. . .. .. . ... .. . . . .. .. . .. .. .. .. .. .. .. . ... . .. . .. .. .. . . .. . . .. . . : . . .: . . N. .. . . . . . .. . . . . .. .. .. .. . .. .. .. .. .. .. .. . . . .. .. .. .. .. .. . .. .. .. . .. .. . .. . . . .. .. .. .. . . .. . .... . . . . . .. .. .. .. .. .. .. .. . .. .. .. . .. . .. . . . . . . . . . . . 1 a o N a n o a + no 3 + a N N u 3 N o p N : Cr) : m m o I Left Flow line � m p < . . 0 71 co . Left .Flow line < Slope - - 0.67%. : . IM IM m o Slope = + 0.67% LO pe = + 0.22% 9 NIM sto - . .. .:. . . . . . . . .. .. . ' . _ . . . . . . . . . . . . . �. . .. . . . . . . . . . . . . . . . . . . . . . .. .. . . . .. . . . . . -.o.. . . .. .. .. . . . . . . . . . . . . . _ : . ... .. . .. .. .. . .. .. .. . . .. _ . . . . . . . .. . . . . . .. .. . . .. .. .. . . o ,9% 9 . ./_. .. . .. .. . . o .. . .. . . .. . . . .. .. O. .. .. .. . .. . .. .. . .. .. ......: .. . .. .. . . .. .. .. .. . .. ... .. .. . . ... .. . .. .. .. .. ..... .. .. .... .. ..... ... . ... :. .. .. ... .. .. . .. . Slo e - �_ Sloe 0.21% _ _ oo a V w 3 Exist- Left Flow line + A rn N rn _ Exist. Left FL _ 8 (a 010 .. .. .. .. .. .. .. .. .... .. .. .. .. .. . . . . . . . . . . . . .. . . . . Ld o SCALE: Horiz. 1 " = 20' Vert. 2.5" = 1 (n z 0 STA. 0 1 2 3 4 5 6 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL --- - COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE DELAWARE AVENUE IMPROVEMENTS N0. SHEETS Tom" 2/6303 (Michigan Avenue to Alpine Avenue) 3 5 ACAD FILE NAME DRAWER SHEET N0.