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<br /> INSTALL STORM DRAIN LATERAL o�
<br /> FL=84,30 15' SD F�LUG END 35'-15'SD (y) cr ,� CONST. SDMH W/GRATE _
<br /> S=0,0020 �i RIM=88,16 �' co
<br /> RIM=8364 c co co
<br /> G❑NST. SSMC' i _ _ 52'-1z"SD = ,0030 °Dcz
<br /> 11 i W CD
<br /> RIM=89.32 " _ 12 I 80,_ z co c Q
<br /> FL=79,Q6 8 SS 17' `i1.,J' 12'SD A 0 J U
<br /> FL=79,16 6'SS SSD v� u��
<br /> 15'-6'SS CK
<br /> 5=0.0050 f CONST. SDMH =
<br /> INSTALL SEWER LATE A � 10'-8''SS INSTALL R,P,B P,D' RIM=89.04 S'4Q0 0
<br /> FL=79,24 6' SS PLUG END � �3 FL=84.81 8'SD 77'-10'SD S=0,0026 57'-8'SD " Q
<br /> F,D,C,, & P.LV, 10 SD _ 8 SD
<br /> FL=83.48 12 SD CONST, SDMH W/GRATE - ' L�3
<br /> INSTALL SEER LATERAL - `'W .. FH n3� FL=84.23 15'SD RIM=8852 CONST, SDMH W/GRATE CONST SDMH W/GRATE
<br /> FL=79.0`� 8' SSI ND FL=83,98 18'SD M FL=83,97 l0`SD FL=84.34 8 SD-88,45 FL 84 S9
<br /> MPA LT FIRE T -� 2.5 W FL=83,80 12 SD FL=84.17 1Q SD
<br /> HYDRANT AND Q
<br /> VALVE INSTALL7 INSTALL R,P,B,P,D, 97/_ 9
<br /> BLOWOFF
<br /> a 60
<br /> Q INSTALL WATER METER
<br /> U7 PER LINDEN WATER
<br /> DISTRICT STANDARDS
<br /> (�j _
<br /> EXISTING 60' P' ELIMINATE
<br /> U'E, RAMP SLOPE CURB RAMP (TYP,)
<br /> 1120 MAX. (TYP.) 51' `
<br /> SE=E UNOERGREUNDin
<br /> SHEET FOR MORE DETAIL.. CD � 47' 47'
<br /> In © L 4'SS=86.38 FL 4'SS=86.38
<br /> SSC❑ DETAIL PER
<br /> 4' C-900 •
<br /> WATER LINE WATER OLINE ALEXANDER SCHEFLO
<br /> & ASSOCIATES, INC,
<br /> Ln. v'i 18 30 18' 10' PLAN
<br /> �° n3 CD
<br /> _ 3 Q N
<br /> Q CONST, SSCO
<br /> '
<br /> R M NEW L❑CATI❑N 8 9289
<br /> OF FIRE MARKET
<br /> JSERVICEo FINISHED FLOOR 90,15 © CONST. SSC❑
<br /> CD
<br /> PROPANE
<br /> o RIM=88.90
<br /> TANK FL=84.72
<br /> T O O []
<br /> AIR,WATER
<br /> & VACUUM
<br /> 5,5' PLANTER C❑NST, 24' CB
<br /> RIM=88,47 W
<br /> 9'(2,74) 12'(3,65) FL=85,14
<br /> a
<br /> lJ��/^�
<br /> /
<br /> ALL METRIC DISTANrrS FOR GROSc SECTIONS 145'
<br /> ARE SHOWN THIS 8). 4
<br /> ;,77Y. 3'co 91) _ CONC,
<br /> APRON •�
<br /> 7' ICRIM=88.10
<br /> OINST, 24'CB AC PAVED
<br /> EXISTING PAVEMENT INSTALL P.G.& E, TRANSFORMER r D
<br /> ❑NST, SDMH CONST, SSMH •S �
<br /> CONST. SDMH 106'X90' STYLE ITE TX WITH BULLARDS M=89,12 RIM-88,33 �� o0
<br /> 0
<br /> FL=64, 1 1 L=84.02 10"SD FL=84.67 B'SD
<br /> \ i6� A.C, " FL=84,79 159 -18 SD 18'SD =0 00 3 FL=82.98 18'SD 115'-10'SD FL=84,50 10'SD
<br /> FL=84,:31 8 SD =0,0042
<br /> Cr7 iPACT LINE CUT AND REMOVE 3 FL=83,50 18'SD 0 SD CONST. 24'C
<br /> SU'IGRADE ❑F EXISTING PAVEMENT �D -
<br /> MIri, 95% cv '-8"S =
<br /> CROSS SECTION F = 8
<br /> STA 0+50 s=a,r�23 4,
<br /> NOT T❑ SCALE N. 68°45' E. 326, ' GAT
<br /> R.❑,W.
<br /> E
<br /> 24'-18'sD
<br /> 2a'cs,lo) 1�'c3,�s)
<br /> -- ----� - - --- S=0,0040.
<br /> TWO 7' SWING
<br /> GATES FL= 82.88
<br /> 18'SD
<br /> 3'(0,91)
<br /> 1%
<br /> F
<br /> EXISTING PAVEMENT INSTALL GROUTED
<br /> - -- --�--- RIP-RAP
<br /> CfMP4CTLINE CUT AND !REMOVE 3'
<br /> SUHGRADE OF EXISTING PAVEMENT
<br /> MTS!. 95%
<br /> CROSS SECTI❑N
<br /> STA C+83 (25,30) STORM DRAINAGE POND
<br /> NOT TO SCALE
<br /> 200' X 141' TOP CL
<br /> RZW, O 5'(0.15)
<br /> 111' X 170' BOTTOM �-
<br /> __ 5'(1 5E). 'co bl) .1FLq'cq,° U_ 12°(3.65) CTA 7,5' DEEP N W
<br /> CROSS SLOPE
<br /> r REQUIRED VOLUME 85,818 CU. FT, z
<br /> STA METERS o
<br /> ! 1+00 2.4% 3,1% 30,48 PROVIDED VOLUME 93,325 CU, FT. N -4
<br /> 1+50 2,27 3.2% 4.5,72 AT HGL ELEV, 84,98 INCLUDING �?
<br /> 3 3'(0,91> ,2 2+00 3 f�% 3,7"/. 60.96ALLOWANCE FOR RAMP,
<br /> • ' ` ° �-
<br /> 2+50 2,6% 2,8% 76,20 p
<br /> 77�-7EXISTING PAVEMENT 3+00 2,3% 2,5% 01..44 q ■�
<br /> AFTER POND IS CONSTRUCTED Z w/
<br /> CURB AND GUTTER �''" "t. - SCARIFY BOTTOM OF POND ii■
<br /> SIDEWALK 16' A.C. TO A DEPTH OF 1'.
<br /> SFE DETAIL SHEET 5 COMPACT LINE CUT AND REMOVE 3' SLOPE 211 uj
<br /> 4' SAND OR SUBGRADE ❑F' EXISTING PAVEMENT 51 _ 5,
<br /> 95Z
<br /> 15' 170' 15' LAW
<br /> uj
<br /> CRSS SECTION ce
<br /> STA 1+35 (41,15)TO STA 3+23 (98,45)
<br /> BOTTOM ELEVATION 80,5
<br /> R,O.W, 0,51(0.15) R=10'
<br /> 5'(1,5 2'(0,61) 12,5'(3181) 12'(3.65) TYP, 0
<br /> TOP ELEVATION 88.0 ULM
<br /> DRIVEWAY
<br /> 3'(0,91)
<br /> TYPE 1 3.I%
<br /> 0MM"-RCIAL 3 51. -
<br /> ^^ T-
<br /> 14 EXISTING PAVEMENT
<br /> i-1SIL7..L' ate.
<br /> W
<br /> SUMR AT
<br /> M7, CUT AND REMOVE 3' UNAUTHORIZED CHANGES AND USES :
<br /> a" SAND OR SUBrRADE 0F EXISTING PAVEMENT I
<br /> A,$.
<br /> GROSS SECTION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br /> STA 3+60 0109'73) LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
<br /> CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br /> NIT T❑ SCALE
<br /> THE PREPARER OF THESE PLANS.
<br /> REVISIONS REVISIONS JOB NO,
<br /> STATE HIGHWAY ROUTE 26 LINDEN, SHEET
<br /> N11, DESCRIPTION DATE BY NC', DESCRIPTION DATE BY DATE CALIFORNIA A
<br /> 1 ADI} SIDEWALK, PATER LINE, & MOVED 10\30\98 - ® ! ADD R,°'D,P,D, (3 LC7CATIONS), WATTR METER 3-23-2001 SCALE C -/T�
<br /> STREFT LIGHT AND CATCH BASIN -QUILT SEWER INTO I3UIL I1ING DRAWN STORM DRAINAGE P ❑ N D
<br /> 2 ADD TRANSFORMER-REVISE CURB 1--13-99 I OF SIX
<br /> REVISE STORM D!-")AIN i DESIGN --
<br /> MOVE CAR WASH,RF:vWSr SEWER SERVICE, 3-19-2001 I CHECKED FILE
<br /> FIRE LINE, SD M, R"M, CURB RAMPS & GRADING
<br /> F:\DwgWCD\Sac Remodels\Lwdcn\WongFsnglnc_SrtcPlun-050404\3096?[)FU,V 1iwi-s,M,73/2004 02:37;00 PM,lupes SPR PRE -APPLICATION 09/23/04
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