EASEMENT LEGENDptiemann.com/wolfe/C-2-GRADING.pdf · AD TG 98.0 INV 96.58 AD TG 97.8 INV 96.17 AD...
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A, SHEET C-3 A, SHEET C-3 SMP ANY OFF-SITE INFORMATION SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. REFER TO SEPARATE IMPROVEMENT PLANS FOR ANY WORK WITHIN RIGHT-OF-WAY. EASEMENT LEGEND: · · ·
EASEMENT LEGENDptiemann.com/wolfe/C-2-GRADING.pdf · AD TG 98.0 INV 96.58 AD TG 97.8 INV 96.17 AD FL 98.19 BIO SWALE HP FL 97.02 BIO SWALE HP FL 97.3 BIO SWALE HP FL 97.58 BIO SWALE
ANY OFF-SITE INFORMATION SHOWN ON THESEPLANS ARE FOR REFERENCE ONLY.
REFER TO SEPARATE IMPROVEMENT PLANS FORANY WORK WITHIN RIGHT-OF-WAY.
EASEMENT LEGEND:
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40
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20
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10
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5
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0
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10
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1"=10'
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GRAPHIC SCALE
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S
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MARIA LN
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S. WOLFE ROAD
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EX. BUILDING
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EX. SEVERAL STORAGES
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TREE 18"
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TREE 18"
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TREE 24"
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TREE 12"
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TREES (2) 12"
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TREE 12"
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TREE 8"
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TREE 18"
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TREE 24"
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EX. DRIVEWAY
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FFLOOR 97.99
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PG&E BOX
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EP
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EP
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EX. CB
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EX. WM (9)
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N87°45'30"W
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206.97'
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N87°45'30"W
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206.97'
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TC
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BASIS OF BEARINGS N00°09'00"W
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13' P.U.E.
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GUY
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EX. FENCE
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EX. FENCE
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EX. FENCE
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97
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97
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97
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97
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98
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97
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100.00
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97.00
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97.10
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97.17
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96.88
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96.61
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96.44
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96.76
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96.17
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96.62
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96.54
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96.62
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96.56
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96.72
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96.91
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97.44
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96.02
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96.60
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96.46
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96.31
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96.09
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96.69
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96.65
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96.84
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97.58
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97.64
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96.31
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97.10
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96.81
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96.99
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96.99
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97.11
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97.15
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97.37
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98.91
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97.32
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97.99
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96.96
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97.07
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96.89
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98.11
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97.14
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96.80
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96.92
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96.57
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96.52
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96.71
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96.53
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97.01
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96.79
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96.88
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96.82
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96.82
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97.16
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97.56
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97.67
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96.71
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N00°09'00"W 67.00'
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N00°10'05"W 67.00'
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TREE 12"
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TREE 12"
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TREE 18"
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TREE 18"
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TREES (2) 12"
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TREES (2) 12"
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TREE 12"
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TREE 24"
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TREE 24"
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SDMH
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RIM 97.02
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INV 85.42
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(E) 48" RCP
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INV= 89.92
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RIM 96.72
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E. SSMH
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(E) 10" VCP
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10
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96.04
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cb
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(E) 12" RCP
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(E) 12" RCP
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(E) 10" VCP
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EX. C&G
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EX. SIDEWALK
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EX. SIDEWALK
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EX. C&G
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TV
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TEL
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WM
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STREET SIGN
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LIGHT
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MULTIPLE GAS METER
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BOLLARDS
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GAS VAVE
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FH
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GROUND
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6" CURB
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AC DRIVEWAY
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(E) 6" VCP SS
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(E) 48" RCP
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(E) 10" VCP
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(E) UNDERGROUND ELEC. TO (E) POWER POLE
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OVERHEAD ELEC.
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OVERHEAD ELEC.
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STREET SIGN
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FACE OF CURB
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LIP OF GUTER
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BACK OF SW
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FACE OF CURB
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LIP OF GUTER
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BACK OF SW
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WM
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OVERHEAD ELEC.
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SSCO
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SSCO
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(E) 24" ACCP WATER TRANSITION LINE
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(E) 8" GAS
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(E) JT
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(E) 6" ACP WATER MAIN, CAL. WATER
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(E) 8" DIP WATER MAIN, CAL. WATER
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(E) 24" ACCP WATER TRANSITION LINE
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(E) 8" GAS
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(E) JT
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(E) 6" ACP WATER MAIN, CAL. WATER
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(E) 8" DIP WATER MAIN, CAL. WATER
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(E) 12" C.I. WATER MAIN, CITY OF SUNNYVALE
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H
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Y
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D
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H
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Y
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D
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12
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98.68
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fh
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(E) 24" RECLAIMED WATER TRANSITION LINE
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(E) 24" RECLAIMED WATER TRANSITION LINE
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LOT 1
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LOT 2
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LOT 3
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LOT 4
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LOT 5
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LOT 6
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LOT A, "PASSIFLORA TERRACE" (PRIVATE STREET)
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(PUE, PIEE, PSDE, PFSE & PSSE)
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EX. TC= 96.9 EX. FL 96.4
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NEAREST SIDEWALK JOINT
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NEW STREET TREE, PER CITY STD. DTL. 13F
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7~ 1-1/2" WM (MULTIPLE BOX)
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BY CAL WATER
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STD 5C-1 DRIVEWAY
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C/L OF 20' CITY
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(E) POWER POLE TO BE REMOVED & RELOCATED. (BY PG&E)
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TO BACK OF (N) SIDEWALK (BY PG&E)
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80 LF~ 6" PVC SDR-26 @ 1%%%
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6" SSC0
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6" SSC0
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RIM 97.0, INV 93.47
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SSMH DETAIL BELOW
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INV (N) 6" PVC SDR-26 (IN) 90.63
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INV (E) 10" VCP (THRU) 89.95
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(N) SSMH, RIM 96.75
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(N) 29 LF~ 6" PVC
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PVC WATER TRENCH
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INV 92.58
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TG 96.63
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(N) 70 LF~ 12" RCP @ 0.5%%%
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INLET
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EX. CB
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TG 96.31
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INV 87.81%%P
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INV 95.07
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RIM 98.32
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INV 95.20
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RIM 98.62
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EX. TC 97.1, EX. FL 96.6
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0.4%%%
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GB, LOW POINT
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EX. TC= 96.8, EX. FL 96.3
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SAWCUT & REMOVE (E) AC (& (E) BASE AS NEEDED)
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INSTALL 10" P.M.S. ASPHALT OVER 12" CLASS II BASE ROCK, R=78 MIN.,
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FL 96.33
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TG 97.35
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INV 92.67
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INLET
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TC 97.55
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1-1/2" PVC WATER
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FOR COMMON LOT
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CURB & GUTTER @ S=0.7% (TYP)
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TC 98.72
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2%
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TC 98.92
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GFF 98.75
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CFF 99.00
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GARAGE
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PAD 97.58
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1%
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1%
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GARAGE
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PAD 97.58
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GFF 98.75
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CFF 99.00
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1%
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GARAGE
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PAD 97.58
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GFF 98.75
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CFF 99.00
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1%
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GARAGE
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PAD 97.58
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GFF 98.75
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CFF 99.00
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1%
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GARAGE
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PAD 97.58
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GFF 98.75
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CFF 99.00
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1%
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GARAGE
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PAD 97.58
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GFF 98.75
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CFF 99.00
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FIRST FF 108.00
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FIRST FF 108.00
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FIRST FF 108.00
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FIRST FF 108.00
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FIRST FF 108.00
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FIRST FF 108.00
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FG 102.00
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FG 102.00
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FG 102.00
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FG 102.00
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FG 102.00
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FG 102.00
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FIRST FLOOR CANTILEVER (TYP)
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BALCONY
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BALCONY
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BALCONY
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BALCONY
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BALCONY
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BALCONY
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5%%%
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5%%%
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5%%%
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5%%%
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5%%%
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5%%%
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BIO SWALE HP
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FL 101.50
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(6)~ 1-1/2" PVC
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WATER, DOMESTIC & FIRE
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34 LF~ 12" PVC @ 1%
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FG 97.40
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BOW 97.00
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TOW 100.50
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BOW 96.80
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TOW 102.00
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TOW 99.25
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BOW 96.80
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BOW 98.11
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TOW 98.66
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TOW 97.90
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BOW 97.17
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TOW 98.0
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BOW 96.8
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DWY 98.78
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DWY 99.00
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2%
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2%
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TC 97.74
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6%
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4%
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3%
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5%
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DWY 97.14
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GB
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GB
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EARTH SWALE @ 2%%% SLOPE (TYP)
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BIO SWALE @ 2%%% SLOPE (TYP)
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2%
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EARTH SWALE @ 2%%% SLOPE(TYP)
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EARTH SWALE @ 2%%% SLOPE (TYP)
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KICKBOARD (TYP)
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EARTH SWALE @ 2%%% SLOPE
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BIO SWALE HP
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FL 99.03
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TOW 99.00
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BOW 97.80
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FL 98.63
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BOW 97.55
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TOW 98.55
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BIO SWALE HP
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0.8'%%P HT.
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1.2'%%P HT.
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0.5'%%P HT.
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1.0'%%P HT.
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1.2'%%P HT.
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2.5%%P HT.
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5.2%%P HT.
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3.5%%P HT.
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2%
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FG 99.25
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P/L, UPPER FLOOR CANTILEVER (TYP)
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(E) STRUCTURE TO
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BE REMOVED
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BE REMOVED
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(E) BUILDING TO
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BE REMOVED (TYP)
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INDICATES (E) TREE TO
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BE REMOVED (TYP)
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INDICATES (E) TREE TO
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BE REMOVED
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(E) 24" TREE TO
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(E) 18" TREE TO
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REMAIN.
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INDICATES (E) TREE TO
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BE REMOVED (TYP)
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(E) 24" TREE TO
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REMAIN.
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MULTIPLE GAS METERS (BY PG&E)
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E.M.
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0.7%
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0.7%
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TOW 102.50
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BOW 99.00
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(E) OVERHEAD UTILITIES.
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UNDERGROUND (E) OVERHEAD UTILITIES.
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(BY UTILITY COMPANIES)
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INV 89.92
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RIM 96.72
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(E) SSMH
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ABANDON (E) WATER METER
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& SERVICE (BY CAL WATER)
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INSTALL "NO PARKING"
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SIGN AT BACK OF SW
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(E) PG&E BOX TO BE RELOCATED
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PG&E
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BOX
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UNDERGROUND (E) OVERHEAD UTILITIES.
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(2)~ CLASS Il BIKE RACKS
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(N) STREET LIGHT PER CITY STD
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DETAIL 1D-1, 1D-2 & 2D-1
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REMOVE (E) GUARDRAIL 50 LF AND
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REPAIR AC PAVEMENT AS NEEDED
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FL 98.42
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FL 98.22
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FL 97.24
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FL 97.05
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CURB & GUTTER PER
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DETAIL ON SHEET C-4
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INDICATES INSTALL CURB OPENING
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AT MAX. 20.0' (TYP)
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SEE DETAIL ON SHEET C-4
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CURB TAPER
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DETAIL ON SHEET C-4
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RELOCATE (E) "NO PARKING"
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SIGN TO BACK OF SW
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E.M.
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E.M.
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E.M.
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E.M.
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E.M.
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10' VISION TRIANGLE
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10' VISION TRIANGLE
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6" WATER LATERAL BY CAL WATER
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6" WATER LATERAL BY CAL WATER
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FOR WATER METERS
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FOR FIRE SPRINKLER WHARF HYDRANT
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6" PVC WATER
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(N) FIRE HYD.
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PERVIOUS CONC.
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PAVERS (TYP)
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PERVIOUS CONC.
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PAVERS (TYP)
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TRENCH SURFACE RESTORATION PER CITY STD. DTL. 16A-2
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STREET TREE SPECIES SHALL BE QUERCUS AGRIFOLIA-CALIFORNIA COAST LIVE OAK.
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FILL HOLES W/ 12" DEEP AC
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26 LF~ 12" PVC @ 1%
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INV 92.32
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TG 96.75
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INLET
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INV NEW 12" RCP (IN) 87.09
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INV EX. 48" RCP (THRU) 85.4
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0+38.0, (N) SDMH, RIM 96.75
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SAWCUT & CONFORM FROM
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NEAREST CONSTRUCTION JOINT
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SAWCUT & CONFORM FROM
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0+67.0
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0+50
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1+00
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0+12.0 (WS)
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0+14.2 (WS)
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0+59.0
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(P/L) (SAWCUT)
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0+18 (SIGN)
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0+02 (PGE-BOX)
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0+00 (SAWCUT)(P/L)
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0+26 (TREE)
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0+07 (LIGHT)
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BENCHMARK
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NEW NAIL ON (E) CURB = 96.84 (ASSUMED)
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RIM 97.80, INV 94.27
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6" SSC0
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80 LF~ 6" PVC SDR-26 @ 1%%%
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13 LF~ 6" PVC
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PER CITY STD DETAIL 1A AND 9A
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PERVIOUS CONC.
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PAVERS (TYP)
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L/S
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L/S
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L/S
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L/S
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L/S
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L/S
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L/S
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EX. HP/ GB, EX. FL 96.62
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0.4%%%
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0.5% (EX)
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2%
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STA 0+56.0, PER CITY STD DETAIL 21C
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(N) CITY STANDARD SURVEY MONUMENT
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PER CITY STD DETAIL 2A AND 9A
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(E) SS LATERAL TO BE ABANDONED PER CITY ABANDONMENT NOTES ON SHEET 2
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TYPE II CURB PER CITY STD DETAIL 15C-1
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ATT
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BOX
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M
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M
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M
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M
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M
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M
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INSTALL TYPE II SLURRY SEAL ALONG PROJECT FRONTAGE FROM LIP OF GUTTER TO LIP OF GUTTER
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END RED CURB PAINT
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PAINT CURB RED FROM FRONT DRIVEWAY ENTRY TO PARKING STALLS AT BACK, WITH PERIODIC "NO PARKING, FIRE LANE" MARKINGS IN WHITE 4" TALL LETTERS.
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(N) CITY STANDARD SURVEY MONUMENT
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PER CITY STD DETAIL 21C
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LOCATION TO BE MARKED BY
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SURVEYOR AT FIELD PER TRACT MAP
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(N) CITY STANDARD SURVEY MONUMENT
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PER CITY STD DETAIL 21C
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LOCATION TO BE MARKED BY
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SURVEYOR AT FIELD PER TRACT MAP
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EX. TC 96.8
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EX. FL 96.31 (CONFORM)
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0+10
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0+53.06
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LOCATION TO BE MARKED BY
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SURVEYOR AT FIELD PER TRACT MAP
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EX. EP 96.46
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EX. AC CROWN 97.3
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2%
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EX. C&G TO REMAIN
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EX. AC @ SAWCUT 96.7
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EX. AC CROWN 97.4
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EX. EP 96.60
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EX. EP 96.76
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EX. AC 97.35
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TC 96.95
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FL 96.45
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EX. AC @ SAWCUT 96.81
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EX. AC @ SAWCUT 96.94
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INV 12" PVC (IN) 92.2
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(N) SDMH, RIM 97.1
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10 LF~ 12" PVC @ 1%
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COMPACTED TO 95%%% RELATIVE COMPACTION.
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6" SSC0
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5%%%
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TG 101.10
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INV 97.23
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AD
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TG 101.10
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INV 96.99
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AD
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TG 101.10
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INV 96.03
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AD
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TG 101.10
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INV 96.27
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AD
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TG 101.10
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INV 96.51
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AD
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TG 101.10
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INV 96.75
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AD
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BIO SWALE HP
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FL 101.50
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BIO SWALE HP
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FL 101.50
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BIO SWALE HP
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FL 101.50
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BIO SWALE HP
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FL 101.50
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BIO SWALE HP
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FL 101.50
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24 LF~ 4" PVC @ 1%%%
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INV 4" PVC (IN) 96.0
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DOWNSPOUT (TYP)
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24 LF~ 6" PVC @ 1%%%
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STORM DRAIN CLEAN-OUT (TYP)
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TG 98.43
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INV 96.93
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AD
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TG 98.0
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INV 96.58
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AD
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TG 97.8
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INV 96.17
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AD
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FL 98.19
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BIO SWALE HP
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FL 97.02
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BIO SWALE HP
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FL 97.3
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BIO SWALE HP
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FL 97.58
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BIO SWALE HP
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FL 97.78
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BIO SWALE HP
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FL 97.99
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BIO SWALE HP
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TG 97.6
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INV 95.89
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AD
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TG 97.39
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INV 95.61
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AD
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TG 97.19
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INV 95.33
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AD
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TG 96.91
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INV 94.95
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AD
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TG 97.99
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INV 96.39
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AD
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FL 98.19
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BIO SWALE HP
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35 LF~ 4" PVC @ 1%%%
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19 LF~ 4" PVC @ 1%%%
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22 LF~ 4" PVC @ 1%%%
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28 LF~ 4" PVC @ 1%%%
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28 LF~ 4" PVC @ 1%%%
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28 LF~ 4" PVC @ 1%%%
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38 LF~ 4" PVC @ 1%%%
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38 LF~ 4" PVC @ 1%%%
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INV 4" PVC (IN) 94.57
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BACKFLOW
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4' X 3' CLOSET
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FDC
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INV 12" RCP (OUT) 87.44
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1
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10.0' CLR
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10.0' CLR
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0+38.0, (N) SDMH
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1
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SSMH
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1
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SDR-26 @ 2%%%
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EX. JT VERTICAL OFFSET, SEE SEC 4
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6" SSC0
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6" SSC0
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1
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1
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3
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2
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EX. 24" ACCP WATER
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TRANSITION LINE
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DO NOT TAP
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3
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EX. 8" DIP WATER
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TAP NEW WATER
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SERVICE TO THIS LINE
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CAL. WATER
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3
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EX. 6" ACP WATER
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CAL. WATER
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3
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EX. 8" PVC WATER, CAL. WATER
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EX. 6" PVC WATER, CAL. WATER
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3
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(N) 3 LF~ 6" PVC
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SDR-26 @ 1:1
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45%%D PVC BEND
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INV @ BEND 99.88
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3
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3
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SDR-26 @ 1%%%
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(TYP ALL UNITS)
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6" SSC0
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6" SSC0
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GB
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(N) SSMH PER ON-SITE
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EX. 24" RECLAIMED WATER
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RECLAIMED WATER
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DO NOT TAP
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3
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EX. 12" CI WATER
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CITY OF SUNNYVALE
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3
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3
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3
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GRADING, DRAINAGE AND UTILITY PLAN
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2
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1"=10'
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%%UPG&E UTILITIES NOTES:
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Prepared by:
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Job #:
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Sheet:
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Checked by:
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214044
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OF 5
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V.G.
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S.R.
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Date:
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Scale:
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9/6/2017
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Revisions:
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CIVIL ENGINEERS
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SMP ENGINEERS
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COPYRIGHT C 2017
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SUNNYVALE, CALIFORNIA 94086
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963 SOUTH WOLFE ROAD
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OWNER:
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ON-SITE IMPROVEMENT PLANS
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1534 CAROB LANE
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FAX: (650) 941-8755
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TEL: (650) 941-8055
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LOS ALTOS, CA 94024
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6 TOWNHOUSE (7 LOTS) SUBDIVISION DEVELOPMENT
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ENGINEERS
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CIVIL ENGINEERS
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SD 08-07
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I
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E
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G
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A
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T
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E
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R
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S
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R
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E
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A
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I
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N
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C
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I
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V
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I
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No. C52724
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L
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L
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F
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O
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C
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A
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E
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T
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R
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O
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F
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D
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E
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T
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S
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R
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E
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N
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E
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L
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A
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O
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D
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O
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R
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P
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F
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E
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S
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S
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R
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V
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A
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G
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N
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S
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A
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Z
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I
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E
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A
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N
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C-2
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PRIVATE STORM DRAINAGE EASEMENT
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PSDE
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PUBLIC UTILITY EASEMENT
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PUE
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PIEE
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PRIVATE SANITARY SEWER EASEMENT
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PSSE
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PRIVATE FIRE SERVICE EASEMENT
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PFSE
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PRIVATE VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS EASEMENT
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EMERGENCY VEHICLE ACCESS EASEMENT
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EVAE
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ALL PUBLIC PG&E FACILITIES WILL BE CONSTRUCTED UNDER A SEPARATE ENCROACHMENT PERMIT ISSUED BY PUBLIC WORKS. 2" PLASTIC GAS PIPING SHALL HAVE ELECTRICALLY CONTINUOUS CORROSIOM-RESISTANT TRACER WIRE 14 AWG MIN-CPC 1210.1.7.2
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%%UWATER NOTE:
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PLASTIC BLDF WATER SUPPLY PIPING SHALL HAVE A BLUE INSULATED COPPER TRACER WIRE 18 AWG MIN-CPC 604.10.1
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