Sheet Title: Scale: Project Title: Checked: Drawn By: Date: Sheet Number: Disclaimer: Stamp: Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify, and be responsible for, all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. Rev. No. Revision Date Consultant: General Notes/Legend: Project Number 15109 ENTITLEMENTS PACKAGE APN: 525 000101800 STEVENSON PLACE FREMONT, CA 94538 STEVENSON PLACE FAMILY HOUSING PRP SUBMITTAL 09/22/2015 ENTITLEMENTS SUBMITTAL 11/25/2015 PRP SUBMITTAL ADDENDUM 10/22/2015 1 herman coliver locus 423 Tehama Street San Francisco, California 94103 T 415.495.1776 F 415.552.9811 E [email protected] ENTITLEMENTS REVISION / 100% SD 01/29/2016 2 ADD. ENTITLEMENTS REVISIONS 03/29/2016 3 Feet 0 20 40
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Sheet Title:
Scale:
Project Title:
Checked:
Drawn By:
Date:
Sheet Number:
Disclaimer:
Stamp:
Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractors shall
verify, and be responsible for, all dimensions and
conditions on the job and this office must be notified of
any variations from the dimensions and conditions shown
by these drawings. Shop details must be submitted to
this office for approval before proceeding with fabrication.
Rev. No. Revision Date
Consultant:
General Notes/Legend:
Project Number 15109
ENTITLEMENTS PACKAGE
APN: 525 000101800
STEVENSON PLACE
FREMONT, CA 94538
STEVENSON PLACE
FAMILY HOUSING
PRP SUBMITTAL 09/22/2015
ENTITLEMENTS SUBMITTAL 11/25/2015
PRP SUBMITTAL ADDENDUM 10/22/2015
1
herman coliver locus423 Tehama Street San Francisco, California 94103
T 415.495.1776 F 415.552.9811 E [email protected]
ENTITLEMENTS REVISION / 100% SD 01/29/20162
ADD. ENTITLEMENTS REVISIONS 03/29/20163
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COURTYARD
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PRIVATE DRIVEWAY
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6'
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PROPOSED FUTURE NEIGHBORING RESIDENTIAL DEVELOPMENT (PLN 2015-00283)
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DECORATIVE CONCRETE CROSSWALK SEE SHEET C2 FOR DETAILS
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VAN
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EXISTING 10' P.U.E. TO BE REDUCED TO 3' BY PROCESS OF VACATION
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BOLLARDS PER CITY OF FREMONT REQUIREMENTS
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Civil
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Engineering
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Associates
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Suite 525
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San Jose, CA 95110
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T: (408) 453-1066
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224 Airport Parkway
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Civil Engineers Planners Surveyors
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1"=20'
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AT
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11/25/2015
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CIVIL SITE PLAN
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CENTER
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36" ON
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STRIPES AT
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NO
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PARKING
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%%UNOTES:
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4" WIDE "BLUE" PAINTED
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BORDER AND STRIPES AT
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36" O.C.
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STRIPE, TYP.
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6" CONC. CURB
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4'-0"
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PEDESTRIAN ROUTE
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ACCESSIBLE SIGN
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WHITE PARKING
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4" WIDE TRAFFIC
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CONCRETE
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WHEEL BLOCKS
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18'-0"
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9' MIN.
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VARIES
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%%UACCESSIBLE PARKING STALL AND RAMP LAYOUT
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1.HANDICAP RAMP TO BE CONSTRUCTED ACCORDING TO ALL HANDICAP RAMP TO BE CONSTRUCTED ACCORDING TO ALL STATE AND FEDERAL CODES, (SLOPE 1:12 MAX.) 2.THE WORDS "NO PARKING" SHALL BE PAINTED ON THE THE WORDS "NO PARKING" SHALL BE PAINTED ON THE PAVEMENT WITHIN EACH LOADING AND UNLOADING ACCESS AISLE. THE NOTICE SHALL BE PAINTED IN WHITE LETTERS, NO LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 3.MAXIMUM PERMITTED SLOPE OF ACCESSIBLE PARKING STALL MAXIMUM PERMITTED SLOPE OF ACCESSIBLE PARKING STALL AND PEDESTRIAN UNLOADING AREAS ARE 2% IN ANY DIRECTION.
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(9'-12')
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TYP. PAINTED PAVEMENT SYMBOL
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%%USTANDARD PARKING STALL
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%%UCOMPACT PARKING STALL
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%%UFIRE TRUCK TURNING TEMPLATE
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AND 37.5' OUTSIDE RADIUS
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ALLOWING MINIMUM 22.5' INSIDE RADIUS
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FIRE TRUCK TURNING RADIUS
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SITE DATA SITEADDRESSSTEVENSON PLACE ADDRESSSTEVENSON PLACE STEVENSON PLACE FREMONT, CA APN525-0001-022 525-0001-022 SITE AREA2.30 ACRES 2.30 ACRES PARKINGONSITE ONSITE STANDARD 44 STALLS 44 STALLS COMPACT 59 STALLS 59 STALLS HANDICAP ACCESSIBLE4 STALLS (3 PASSENGER + 1 VAN STALL) 4 STALLS (3 PASSENGER + 1 VAN STALL) TOTAL ONSITE PARKING107 STALLS 107 STALLS OFFSITE TOTAL OFFSITE PARKING21 STALLS 21 STALLS TOTAL PARKING128 STALLS128 STALLS
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LEGEND DISTINCTIVE BOUNDARY EXISTING PROPERTY LINE AREA OF LAND CONVEYED THROUGHLOT LINE ADJUSTMENT
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47 = PARKING STALL NUMBER
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C = COMPACT PARKING STALL
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9'x19' OVERALL SIZE
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8'x16' OVERALL SIZE
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PL
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65.61TC 65.11FL
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SECTION A-A SCALE 1"=10'
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Sheet Title:
Scale:
Project Title:
Checked:
Drawn By:
Date:
Sheet Number:
Disclaimer:
Stamp:
Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractors shall
verify, and be responsible for, all dimensions and
conditions on the job and this office must be notified of
any variations from the dimensions and conditions shown
by these drawings. Shop details must be submitted to
this office for approval before proceeding with fabrication.
Rev. No. Revision Date
Consultant:
General Notes/Legend:
Project Number 15109
ENTITLEMENTS PACKAGE
APN: 525 000101800
STEVENSON PLACE
FREMONT, CA 94538
STEVENSON PLACE
FAMILY HOUSING
PRP SUBMITTAL 09/22/2015
ENTITLEMENTS SUBMITTAL 11/25/2015
PRP SUBMITTAL ADDENDUM 10/22/2015
1
herman coliver locus423 Tehama Street San Francisco, California 94103
T 415.495.1776 F 415.552.9811 E [email protected]
ENTITLEMENTS REVISION / 100% SD 01/29/20162
ADD. ENTITLEMENTS REVISIONS 03/29/20163
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DESCRIPTIONTO BE CONSTRUCTED EXISTING
LEGEND
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67.4
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67.1
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67.1
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67.2
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67.2
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66.8
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66.3
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65.9
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66.1
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66.1
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66.2
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66.4
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66.5
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66.6
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66.8
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66.9
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66.5
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66.6
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66.8
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66.8
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65.1
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66.1
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64.7
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65.7
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65.7
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65.9
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65.6
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65.6
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65.9
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66.2
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66.3
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66.6
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66.7
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66.2
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66.4
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66.7
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71.4
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71.2
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71.1
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70.8
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70.5
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69.9
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69.5
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GROUND OBSCURED BY
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DENSE TREES
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GROUND OBSCURED BY
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DENSE TREES
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70.8
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65.4
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65
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70
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65
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HV3
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Z 65.67
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EX 71.72TC EX 71.11FL
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EX 70.72TC EX 70.25FL
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EX 70.72TC EX 70.25FL
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EX 71.75TC EX 71.09FL
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EX 70.46TC EX 70.00FL
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EX 71.66TC EX 71.00FL
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EX 70.11TC EX 69.66FL
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EX 71.17TC EX 70.54FL
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EX 70.80TC EX 70.16FL
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EX 69.78TC EX 69.31FL
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D
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D
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C
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C
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B
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B
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A
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A
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2%
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66.86TC 66.36FL
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67.08TC 66.58FL
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66.66TC 66.16FL
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66.83TC 66.33FL
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2%
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2%
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Civil
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Engineering
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Associates
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Suite 525
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San Jose, CA 95110
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T: (408) 453-1066
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224 Airport Parkway
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Civil Engineers Planners Surveyors
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1"=20'
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AT
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11/25/2015
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C2
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CIVIL GRADING AND
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DRAINAGE PLAN
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BOUNDARY PROPERTY LINE RIGHT OF WAY CENTER LINE EDGE OF PAVEMENT CURB, GUTTER, SIDEWALK & DRIVEWAY ELECTROLIER SURVEY MONUMENT ACCESS RAMP DIRECTION OF FLOW & GRADIENT OVERLAND RELEASE SANITARY SEWER AND MANHOLE STORM SEWER AND MANHOLE AREA DRAIN STORMWATER TREATMENT BASIN
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0.5%
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0.5%
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%%UABBREVIATIONS
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STREET LIGHT BOX
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SLB
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WAT.
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WATER
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WM
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WATER METER
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STORM
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STM.
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SAN.
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R/W
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SERV.
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SERVICE
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RIGHT OF WAY
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SANITARY
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SEW.
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SEWER
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STANDARD
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STD
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RCP
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REINFORCED CONCRETE PIPE
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REGISTERED CIVIL ENGINEER
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R.C.E.
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PLANTER
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PAGE
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POINT
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PT
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PG.
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PLNTR.
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RE
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REEL
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AC
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OFFICIAL RECORDS
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O.R.
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BRICK
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BRK
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BOOK
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BK
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ASPHALT CONCRETE
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BACK OF WALK
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B/W
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CENTERLINE
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CL
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FOUND
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FD
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CENTER
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CEN.
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F/C
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MH
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IP
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M
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MAPS
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IRON PIPE
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MANHOLE
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FACE OF CURB
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GRT.
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GRATE
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CB
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CATCH BASIN
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DRIVEWAY
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D/W
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CHAIN LINK FENCE
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C.L.F.
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CONST.
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CONSTRUCT
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BUILDING
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BLDG
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FEN.
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FENCE
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MEASURED
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MEAS.
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IMAGE
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IM
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H/C
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HANDICAP
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EXISTING
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EXIST.
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ANGLE
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CONC.
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CONCRETE
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DIA.
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DIAMETER
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ELECTRICAL
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ELEC.
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ENCL.
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ENCLOSURE
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FH
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FIRE HYDRANT
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INV.
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INVERT
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WV
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WATER VALVE
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TSB
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TRAFFIC SIGNAL BOX
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DBL
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DOUBLE
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CORNER
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COR.
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JP
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JOINT POLE
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WD
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WOOD
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CLEANOUT
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CO
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POST INDICATOR VALVE
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PIV
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EDGE OF PAVEMENT
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EP
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WB
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WATER BOX
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TEL.
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TELEPHONE
AutoCAD SHX Text
SQUARE
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SQ.
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BACK FLOW PREVENTOR
AutoCAD SHX Text
BFP
AutoCAD SHX Text
DOWNSPOUT
AutoCAD SHX Text
DS
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POWER POLE
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PP
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BOLLARD
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BOL.
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MONUMENT
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MON.
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INT.
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INTERSECTION
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ENCROACHING
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ENCR.
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A.P.N.
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ASSESSORS PARCEL NUMBER
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UB
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UTILITY BOX
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TC
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TOP OF CURB
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GV
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GAS VALVE
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VLT
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VAULT
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JT
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JOINT TRENCH
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AP
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FLOWLINE
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FL
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PROPERTY LINE
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PL
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3
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EARTHWORK SUMMARY (C.Y.)
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CUT
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FILL
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EXPORT
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IMPORT
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1,400
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2,600
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1,200
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0
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REMOVE AND RECOMPACT
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*TOTAL EXPORT DOES NOT INCLUDE UTILITY SPOILS AND DOES NOT ACCOUNT FOR ANY UNKNOWN WASTE REMOVAL.
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FF=67.50
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2%
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4.6%
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VARIES
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VARIES
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CL
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R/W
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66.70TC 66.20FL
AutoCAD SHX Text
SECTION A-A SCALE 1"=10'
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PL
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65.61TC 65.11FL
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3%
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66.10±
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SECTION B-B SCALE 1"=10'
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PL
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65.28TC 64.78FL
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3%
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64.30±
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SECTION C-C SCALE 1"=10'
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70.72TC
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70.93B/W
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R/W
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ONSITE PRIVATE
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ONSITE PRIVATE
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ONSITE PRIVATE
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71.00TC 70.50FL
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SECTION D-D SCALE 1"=10'
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CROSSWALK SECTION SCALE 1"=2'
Sheet Title:
Scale:
Project Title:
Checked:
Drawn By:
Date:
Sheet Number:
Disclaimer:
Stamp:
Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractors shall
verify, and be responsible for, all dimensions and
conditions on the job and this office must be notified of
any variations from the dimensions and conditions shown
by these drawings. Shop details must be submitted to
this office for approval before proceeding with fabrication.
Rev. No. Revision Date
Consultant:
General Notes/Legend:
Project Number 15109
ENTITLEMENTS PACKAGE
APN: 525 000101800
STEVENSON PLACE
FREMONT, CA 94538
STEVENSON PLACE
FAMILY HOUSING
PRP SUBMITTAL 09/22/2015
ENTITLEMENTS SUBMITTAL 11/25/2015
PRP SUBMITTAL ADDENDUM 10/22/2015
1
herman coliver locus423 Tehama Street San Francisco, California 94103
T 415.495.1776 F 415.552.9811 E [email protected]
ENTITLEMENTS REVISION / 100% SD 01/29/20162
ADD. ENTITLEMENTS REVISIONS 03/29/20163
Feet
0 20 40 ··
·······
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B
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B
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E
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E
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46
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16
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1
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
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13
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14
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18
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19
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20
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21
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22
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23
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31
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32
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33
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34
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35
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36
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37
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38
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39
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40
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41
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42
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43
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44
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45
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15
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17
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E
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24
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25
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26
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27
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B
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B
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B
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29
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30
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C
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C
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C
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28
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B
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B
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E
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E
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E
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W
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W
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W
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DC
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RPP
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IR
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R
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STEVENSON PLACE
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STEVENSON BOULEVARD
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COURTYARD
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DRIVEWAY
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DRIVEWAY
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8" EXSS
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12" EXWT
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12" EXWT
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SAN CO
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SAN MH INV=61.68
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SAN MH INV=61.03
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SAN MH INV=60.76 8" EX THRU INV=60.86 8" IN
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STM MH INV=60.29 12" IN (N & NE) INV=57.94 36" OUT
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STM MH INV=57.30 36" THRU
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STM MH INV=59.65 12" IN INV=56.76 36" THRU
AutoCAD SHX Text
STM MH INV=56.11
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STM LIFT STATION INV=63.59 OUT INV=55.80 12" IN
AutoCAD SHX Text
STM MH INV=63.29 12" IN INV=63.19 15" OUT
AutoCAD SHX Text
STM JUNCTION INV=62.01
AutoCAD SHX Text
BASIN RISER INLET TCM A2 INV=62.53
AutoCAD SHX Text
BASIN RISER INLET TCM D1
AutoCAD SHX Text
BASIN RISER INLET TCM E1
AutoCAD SHX Text
BASIN RISER INLET TCM E2
AutoCAD SHX Text
BASIN RISER INLET TCM A3 INV=62.87
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BASIN RISER INLET TCM A1 INV=63.30
AutoCAD SHX Text
BASIN RISER INLET TCM A4 INV=63.14
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BASIN RISER INLET TCM C1
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BASIN RISER INLET TCM C2
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BASIN RISER INLET TCM B1
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BASIN RISER INLET TCM J1
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BASIN RISER INLET TCM J2
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BASIN RISER INLET TCM J3
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BASIN RISER INLET TCM J4
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BASIN RISER INLET TCM J5
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BASIN RISER INLET TCM J6
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BASIN RISER INLET TCM J7
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BASIN RISER INLET TCM J8
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BASIN RISER INLET TCM J9
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BASIN RISER INLET TCM J10
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BASIN RISER INLET TCM J11
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BASIN RISER INLET TCM J12
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BASIN RISER INLET TCM J13
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BASIN RISER INLET TCM J14
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BASIN RISER INLET TCM J15
AutoCAD SHX Text
BASIN RISER INLET TCM J16
AutoCAD SHX Text
BASIN RISER INLET TCM B2
AutoCAD SHX Text
BASIN RISER INLET TCM I1
AutoCAD SHX Text
BASIN RISER INLET TCM I2
AutoCAD SHX Text
BASIN RISER INLET TCM I3
AutoCAD SHX Text
BASIN RISER INLET TCM I4
AutoCAD SHX Text
STM MH INV=61.01 EX 18" THRU INV=61.34 15" IN (S)
AutoCAD SHX Text
BASIN RISER INLET TCM G1
AutoCAD SHX Text
22 EA. 8'x16' STORM DETENTION CHAMBERS INV=56.00
AutoCAD SHX Text
BASIN RISER INLET TCM I5
AutoCAD SHX Text
BASIN RISER INLET TCM F1
AutoCAD SHX Text
8" WT
AutoCAD SHX Text
STM JUNCTION INV=61.28
AutoCAD SHX Text
STM MH INV=61.53
AutoCAD SHX Text
STM MH INV=62.27
AutoCAD SHX Text
STM MH INV=61.45
AutoCAD SHX Text
12" SD
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36" SD
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12" SD
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AD
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AD
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AD
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STM MH INV=61.46 10" THRU
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10" SD
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STM MH INV=60.56 10" IN INV=57.56 36" OUT
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36" SD
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36" SD
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10" SD
AutoCAD SHX Text
STM JUNCTION INV=60.53
AutoCAD SHX Text
12" SD
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36" SD
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8" SS
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8" WT
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12" SD
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12" SD
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12" SD
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15" SD
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12" SD
AutoCAD SHX Text
12" SD
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AD
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AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
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AD
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AD
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12" SD
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AD
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AD
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AD
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AD
AutoCAD SHX Text
AD
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AD
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AD
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12" EXWT
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8" EXSS
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24" EXSD
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18" EXSD
AutoCAD SHX Text
8" EXSS
AutoCAD SHX Text
10" SD
AutoCAD SHX Text
12" SD
AutoCAD SHX Text
BASIN RISER INLET TCM A2 INV=62.69
AutoCAD SHX Text
12" SD
AutoCAD SHX Text
12" SD
AutoCAD SHX Text
12" SD
AutoCAD SHX Text
10" SD
AutoCAD SHX Text
10" SD
AutoCAD SHX Text
Civil
AutoCAD SHX Text
Engineering
AutoCAD SHX Text
Associates
AutoCAD SHX Text
Suite 525
AutoCAD SHX Text
San Jose, CA 95110
AutoCAD SHX Text
T: (408) 453-1066
AutoCAD SHX Text
224 Airport Parkway
AutoCAD SHX Text
Civil Engineers Planners Surveyors
AutoCAD SHX Text
1"=20'
AutoCAD SHX Text
AT
AutoCAD SHX Text
11/25/2015
AutoCAD SHX Text
C3
AutoCAD SHX Text
CIVIL UTILITY PLAN
AutoCAD SHX Text
%%UABBREVIATIONS
AutoCAD SHX Text
STREET LIGHT BOX
AutoCAD SHX Text
SLB
AutoCAD SHX Text
WAT.
AutoCAD SHX Text
WATER
AutoCAD SHX Text
WM
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STM.
AutoCAD SHX Text
SAN.
AutoCAD SHX Text
R/W
AutoCAD SHX Text
SERV.
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
SANITARY
AutoCAD SHX Text
SEW.
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
STD
AutoCAD SHX Text
RCP
AutoCAD SHX Text
REINFORCED CONCRETE PIPE
AutoCAD SHX Text
REGISTERED CIVIL ENGINEER
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PAGE
AutoCAD SHX Text
POINT
AutoCAD SHX Text
PT
AutoCAD SHX Text
PG.
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PLNTR.
AutoCAD SHX Text
RE
AutoCAD SHX Text
REEL
AutoCAD SHX Text
AC
AutoCAD SHX Text
OFFICIAL RECORDS
AutoCAD SHX Text
O.R.
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BRK
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
BK
AutoCAD SHX Text
ASPHALT CONCRETE
AutoCAD SHX Text
BACK OF WALK
AutoCAD SHX Text
B/W
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CL
AutoCAD SHX Text
FOUND
AutoCAD SHX Text
FD
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
CEN.
AutoCAD SHX Text
F/C
AutoCAD SHX Text
MH
AutoCAD SHX Text
IP
AutoCAD SHX Text
M
AutoCAD SHX Text
MAPS
AutoCAD SHX Text
IRON PIPE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
FACE OF CURB
AutoCAD SHX Text
GRT.
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
CB
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
DRIVEWAY
AutoCAD SHX Text
D/W
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
C.L.F.
AutoCAD SHX Text
CONST.
AutoCAD SHX Text
CONSTRUCT
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
FEN.
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
MEASURED
AutoCAD SHX Text
MEAS.
AutoCAD SHX Text
IMAGE
AutoCAD SHX Text
IM
AutoCAD SHX Text
H/C
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HANDICAP
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
ANGLE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
DIA.
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
ELEC.
AutoCAD SHX Text
ENCL.
AutoCAD SHX Text
ENCLOSURE
AutoCAD SHX Text
FH
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
INV.
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
WV
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
TSB
AutoCAD SHX Text
TRAFFIC SIGNAL BOX
AutoCAD SHX Text
DBL
AutoCAD SHX Text
DOUBLE
AutoCAD SHX Text
CORNER
AutoCAD SHX Text
COR.
AutoCAD SHX Text
JP
AutoCAD SHX Text
JOINT POLE
AutoCAD SHX Text
WD
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
CO
AutoCAD SHX Text
POST INDICATOR VALVE
AutoCAD SHX Text
PIV
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EP
AutoCAD SHX Text
WB
AutoCAD SHX Text
WATER BOX
AutoCAD SHX Text
TEL.
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
SQUARE
AutoCAD SHX Text
SQ.
AutoCAD SHX Text
BACK FLOW PREVENTOR
AutoCAD SHX Text
BFP
AutoCAD SHX Text
DOWNSPOUT
AutoCAD SHX Text
DS
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PP
AutoCAD SHX Text
BOLLARD
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BOL.
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MONUMENT
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MON.
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INT.
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INTERSECTION
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ENCROACHING
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ENCR.
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A.P.N.
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ASSESSORS PARCEL NUMBER
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UB
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UTILITY BOX
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TC
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TOP OF CURB
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GV
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GAS VALVE
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VLT
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VAULT
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JT
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JOINT TRENCH
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AP
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FLOWLINE
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FL
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PROPERTY LINE
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PL
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WATER VALVE
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JOINT TRENCH SERVICE
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WATER METER
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FIRE SERVICE
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F
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W
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%%ULEGEND
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G
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W
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W
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G
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GAS MAIN
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%%UEXISTING
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%%UTO BE CONSTRUCTED
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%%UDESCRIPTION
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SANITARY SEWER AND MANHOLE
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STORM SEWER AND MANHOLE
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WATER MAIN
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FIRE HYDRANT
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JOINT TRENCH
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JT
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JT
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ELECTRIC DITRIBUTION LINE
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E
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E
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SS
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SS
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SANITARY SEWER LATERAL
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AREA DRAIN
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STORM DETENTION CHAMBERS 8'x16' BY KRISTAR - SEE DETAIL ON SHEET C5C5
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STORMWATER TREATMENT BASIN
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SCHEMATIC STORM DRAINAGE PROFILE NTS
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BOTTOM=56.00
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NOTES: 1.THE PROPOSED STORMWATER THE PROPOSED STORMWATER DETENTION CHAMBERS ARE SIZED TO STORE THE 100YR STORM EVENT. REFER TO THE HYDROMODIFICATION ANALYSIS PREPARED BY SCHAAF AND WHEELER (PROJ.CEA.X.07.15) DATED 12/18/15 FOR SUPPORTING CALCULATIONS AND DETAILS ALL EXISTING STREETLIGHTS ALONG PROJECT FRONTAGE TO BE UPGRADED TO L.E.D. TYPE LIGHTING. POINTS OF CONNECTION TO BUILDING OR SITE FOR ALL WATER SERVICES (FIRE, DOMESTIC AND IRRIGATION) TO BE DETERMINED AT BUILDING PERMIT STAGE. 4.THE REQUIRED FIRE FLOW FOR THIS THE REQUIRED FIRE FLOW FOR THIS PROJECT WILL BE AS FOLLOWS: 2875 GPM. THIS ASSUMES THAT THE BUILDING WILL HAVE FULL SPRINKLER PROTECTION WATER SERVICE CONNECTION TO NEIGHBORING SITE TO BE REVIEWED AND APPROVED BY ACWD
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3
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6" AREA DRAIN
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AD
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AREA DRAIN
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AD
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ACWD
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ALAMEDA COUNTY WATER DISTRICT
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FOUR-WAY FIRE
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FDC4
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DEPARTMENT CONNECTION
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FIRE PREVENTION NOTES 1.PROPOSED TYPE OF CONSTRUCTION - 4 STORIES (TYPE V A) PROPOSED TYPE OF CONSTRUCTION - 4 STORIES (TYPE V A) V A) A) 2.FIRE FLOW DATA (SEE SEPARATE FIRE FLOW CALCULATIONS FOR REFERENCE) FIRE FLOW DATA (SEE SEPARATE FIRE FLOW CALCULATIONS FOR REFERENCE) REQUIRED FIRE FLOW: 2,875 GPM @ 20 PSI FIRE FLOW AVAILABLE: 3,158 GPM @ 20 PSI *BASED ON ACTUAL FLOW TESTING FROM ALAMEDA COUNTY WATER DISTRICT BASED ON ACTUAL FLOW TESTING FROM ALAMEDA COUNTY WATER DISTRICT 3.ALL ONSITE FIRE ACCESS ROADS SHALL MEET FREMONT FIRE DEPARTMENT ALL ONSITE FIRE ACCESS ROADS SHALL MEET FREMONT FIRE DEPARTMENT REQUIREMENTS INCLUDING: PROVIDE WITH ALL WEATHER ACCESS SURFACE NOT TO EXCEED 150' IN LENGTH WITHOUT A TURN-AROUND WEIGHT BEARING OF 75,000 LBS MIN. TURNING RAD11 OF 22.5' INSIDE & 37.5' OUTSIDE GRADES NOT TO EXCEED 15% MAX. CROSS SLOPE 5% MIN. VERT. CLEARANCE OF 13.5'
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0 20 40
Sheet Title:
Scale:
Project Title:
Checked:
Drawn By:
Date:
Sheet Number:
Disclaimer:
Stamp:
Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractors shall
verify, and be responsible for, all dimensions and
conditions on the job and this office must be notified of
any variations from the dimensions and conditions shown
by these drawings. Shop details must be submitted to
this office for approval before proceeding with fabrication.
Rev. No. Revision Date
Consultant:
General Notes/Legend:
Project Number 15109
ENTITLEMENTS PACKAGE
APN: 525 000101800
STEVENSON PLACE
FREMONT, CA 94538
STEVENSON PLACE
FAMILY HOUSING
PRP SUBMITTAL 09/22/2015
ENTITLEMENTS SUBMITTAL 11/25/2015
PRP SUBMITTAL ADDENDUM 10/22/2015
1
herman coliver locus423 Tehama Street San Francisco, California 94103
T 415.495.1776 F 415.552.9811 E [email protected]
ENTITLEMENTS REVISION / 100% SD 01/29/20162
ADD. ENTITLEMENTS REVISIONS 03/29/20163
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CB
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64.9
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MH
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68.6
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GROUND OBSCURED BY
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WATERSHED "J" 39,526 SF
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WATERSHED "K" 8,835 SF
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WATERSHED "D" 2,077 SF
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WATERSHED "C" 2,595 SF
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WATERSHED "B" 5,361 SF
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WATERSHED "E" 4,884 SF
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WATERSHED "A-2" 3,370 SF
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WATERSHED "A-1" 6,736 SF
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WATERSHED "A-4" 2,806 SF
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WATERSHED "A-3" 5,005 SF
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WATERSHED "G" 3,315 SF
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WATERSHED "F" 2,746 SF
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WATERSHED "I" 11,098 SF
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STEVENSON PLACE
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36" SD
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SITE INFORMATION AND NOTES 1.PROPERTY INFORMATION PROPERTY INFORMATION STEVENSON PLACE FREMONT, CA APN No. SITE AREA = 100,299 SF/2.3 AC 2.EXISTING ONSITE IMPERVIOUS AREA = 0 S.F. ( 0 AC) EXISTING ONSITE IMPERVIOUS AREA = 0 S.F. ( 0 AC) 3.EXISTING ONSITE PERVIOUS AREA = 100,299 S.F. ( 2.3 AC) EXISTING ONSITE PERVIOUS AREA = 100,299 S.F. ( 2.3 AC) 4.THE PROJECT IS SUBJECT TO HYDROMODIFICATION REQUIREMENTS. THE THE PROJECT IS SUBJECT TO HYDROMODIFICATION REQUIREMENTS. THE HYDROMODIFICATION ANALYSIS PREPARED BY SCHAAF & WHEELER (REPORT CEAX.07.15 DATED 12/18/15) INDICATES THAT 18,432 CUBIC FEET OF STORAGE IS REQUIRED. THE HMP FACILITY AND PIPE NETWORK HAS BEEN SIZED TO PROVIDE THIS VOLUME. 5.RECEIVING SYSTEM FOR THE STORM WATER: CITY OF FREMONT PUBLIC RECEIVING SYSTEM FOR THE STORM WATER: CITY OF FREMONT PUBLIC STORM DRAIN SYSTEM. 6.AREAS FOR WATERSHEDS INCLUDE AREA OF ASSOCIATED TREATMENT AREAS FOR WATERSHEDS INCLUDE AREA OF ASSOCIATED TREATMENT CONTROL MEASURE. 7.GROUNDWATER WAS ENCOUNTERED AT DEPTHS OF 28-29 FEET BELOW GROUNDWATER WAS ENCOUNTERED AT DEPTHS OF 28-29 FEET BELOW GROUND SURFACE PER THE SOIL REPORT PREPARED BY ROCKRIDGE GEOTECHNICAL (PROJ. 15-1005).
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WATERSHEDS WITH SELF-RETAINING TREATMENT BASED ON THE ALAMEDA COUNTYWIDE CLEAN WATER PROGRAM C.3 STORMWATER TECHNICAL GUIDANCE MANUAL DATED MAY 20, 2012, CERTAIN AREAS WITH A MAXIMUM 2:1 RATIO OF IMPERVIOUS TO PERVIOUS AREAS CAN BE CLASSIFIED AS SELF-RETAINING AREAS WHICH DO NOT REQUIRE ADDITIONAL TREATMENT. ALL REQUIREMENTS LISTED FOR SELF-RETAINING AREAS PER THE C.3 MANUAL CAN BE PROVIDED. LANDSCAPE AREA WITHIN THESE SELF-RETAINING WATERSHEDS WILL BE DEPRESSED BY 3" TO ALLOW STORM RUNOFF TO BE RETAINED IN THE SOIL. EXCESS RUNOFF VOLUME WILL OVERFLOW INTO THE AREA DRAINS THAT ARE SET 3" ABOVE THESE LANDSCAPE AREAS.
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HMP SIZING AND DESIGN NOTE: BASED ON PRELIMINARY SIZING PROVIDED BY SHAAF AND WHEELER IN THEIR STEVENSON MID PEN PRELIMINARY HYDROMODIFICATION ANALYSIS THE PROJECT IS REQUIRED TO PROVIDE 0.3 ACRE FEET OF STORAGE (~12,800 CF). THIS STORAGE IS PROVIDED WITHIN THE STORMWATER CAPTURE DEVICES AND ONSITE STORM DRAINAGE SYSTEM. THE STORM DRAINAGE SYSTEM IS DESIGNED TO GRAVITY FEED THE SITE STORM DRAINAGE TO THE STORAGE DEVICES. THE OUTFLOW PIPE FROM THE STORAGE DEVICES WILL BE SIZED TO ACCOMMODATE THE FULL 100 YEAR EVENT AND WILL BE RAISED AND DESIGNED TO RETAIN THE REQUIRED STORAGE VOLUME PRIOR TO RELEASING. A PUMP AT THE BOTTOM OF THE SYSTEM WILL BE DESIGNED TO PUMP THE HMP DESIGN FLOW AS DETERMINED BY THE BAHM ANALYSIS.
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TREATMENT SIZING NOTE: UTILIZING THE 4% "RULE OF THUMB" (0.2 IN./HR DIVIDED BY 5 IN./HR = 0.04) GENERATES A CONSERVATIVE VALUE DUE TO THE FACT THAT IT DOES NOT TAKE INTO ACCOUNT PONDING IN THE TREATMENT AREAS. FINAL SUBMITTALS BASED ON FURTHER PROJECT REFINEMENT WILL INCLUDE A COMBINED VOLUME AND FLOW BASED DESIGN.
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WATER VALVE
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JOINT TRENCH SERVICE
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WATER METER
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FIRE SERVICE
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F
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W
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%%ULEGEND
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G
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W
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W
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G
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GAS MAIN
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%%UEXISTING
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%%UTO BE CONSTRUCTED
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%%UDESCRIPTION
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SANITARY SEWER AND MANHOLE
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STORM SEWER AND MANHOLE
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WATER MAIN
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FIRE HYDRANT
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JOINT TRENCH
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JT
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JT
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ELECTRIC DITRIBUTION LINE
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E
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E
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SS
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SS
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SANITARY SEWER LATERAL
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Civil
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Engineering
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Associates
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Suite 525
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San Jose, CA 95110
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T: (408) 453-1066
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224 Airport Parkway
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Civil Engineers Planners Surveyors
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1"=20'
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AT
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11/25/2015
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C4
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CIVIL STORMWATER
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MANAGEMENT PLAN
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STORM DETENTION CHAMBERS 8'x16' BY KRISTAR - SEE DETAIL ON SHEET C5C5
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TCM
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TREATMENT CONTROL MEASURE
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MAIN WATERSHED BOUNDARY
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ROOFTOP WATERSHED
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3
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AREAS OF DEPRESSED LANDSCAPING (3" MIN.) TO ALLOW STORMWATER TREATMENT VOLUMES TO BE RETAINED IN SOIL. (TYPICAL FOR SELF-RETAINING WATERSHEDS K AND H)
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TREATMENT CONTROL MEASURE (TCM) TABLE
Sheet Title:
Scale:
Project Title:
Checked:
Drawn By:
Date:
Sheet Number:
Disclaimer:
Stamp:
Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractors shall
verify, and be responsible for, all dimensions and
conditions on the job and this office must be notified of
any variations from the dimensions and conditions shown
by these drawings. Shop details must be submitted to
this office for approval before proceeding with fabrication.
Rev. No. Revision Date
Consultant:
General Notes/Legend:
Project Number 15109
ENTITLEMENTS PACKAGE
APN: 525 000101800
STEVENSON PLACE
FREMONT, CA 94538
STEVENSON PLACE
FAMILY HOUSING
PRP SUBMITTAL 09/22/2015
ENTITLEMENTS SUBMITTAL 11/25/2015
PRP SUBMITTAL ADDENDUM 10/22/2015
1
herman coliver locus423 Tehama Street San Francisco, California 94103
T 415.495.1776 F 415.552.9811 E [email protected]
ENTITLEMENTS REVISION / 100% SD 01/29/20162
ADD. ENTITLEMENTS REVISIONS 03/29/20163
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Civil
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Engineering
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Associates
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Suite 525
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San Jose, CA 95110
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T: (408) 453-1066
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224 Airport Parkway
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Civil Engineers Planners Surveyors
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AT
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11/25/2015
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C5
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CIVIL STORMWATER
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NOTES AND DETAILS
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%%UKRISTAR STORM CAPTURE STORAGE CHAMBERS
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%%UKRISTAR STORM CAPTURE STORAGE CHAMBERS
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%%USTORMWATER TREATMENT SUMMARY TABLE
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3
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0.5'
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3:1
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LOAM
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SANDY
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18"
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12" MIN
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WIDTH VARIES SEE PLAN VIEW
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6" TYP
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MIN
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NOTE: SEE LANDSCAPE PLANS FOR BASIN PLANTING AND PERIMETER EDGE FINISHES.
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6"
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TYPICAL BIOTREATMENT AREA SECTION
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12"
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MIN.
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NTS
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BIORETENTION
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BIORETENTION
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NTS
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SPILLWAY PROTECTION @ BUBBLER
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NOTE: TREATMENT BASIN I1 THROUGH I5 AND J1 THROUGH J16 ARE HYDRAULICALLY CONNECTED SO THEY CAN FUNCTION AS A SINGLE LARGER TREATMENT SYSTEM. MORE SPECIFIC DETAILS OF THESE BASINS WILL BE DEVELOPED AT THE CONSTRUCTION DOCUMENT PHASE.
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