4549_-_Project_Drawings_-_Bid_Set.pdf
PDF 21 MB Posted
- Attached to
- Llano Lane Storm Drain Improvement Project
- Solicitation number
- 4549
- Issued by
- Sacramento County, San Francisco City, California
About this file
The document is a bid set of construction drawings for the Llano Lane Storm Drain Improvement Project, prepared by the Sacramento County Department of Water Resources in March 2022. The project involves installing a new drainage pipeline along Llano Lane, with specific work including new storm drain pipe installation, storm drain manhole replacement, and drain inlet removal and replacement. The project will abandon the existing pipeline in the side yard of 4771 Llano Lane and includes all necessary labor, materials, and equipment to complete the infrastructure improvements.
The bid set (Contract No. 4549) contains detailed engineering drawings showing plan and profile views, utility locations, roadside ditch sections, and pavement restoration plans. The project scope covers approximately 720 linear feet of storm drain improvements, with specific technical details for pipe installation, grading, and utility coordination. The drawings indicate multiple utility interactions, including water, gas, sewer, and electrical services, and provide comprehensive technical specifications for construction methods, survey control, and restoration requirements. The project appears to be fully funded and prepared for contractor bidding, with precise engineering specifications to guide the implementation of the storm drain improvement work.
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Text version
BID SET
P S h a r e d
F o l d e r s D r a i n
D e s i g n P
R O
J E
C T
S L l a n o
L a n e D r a w i n g s
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P l a n s L l a n o
L a n e
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P l a n d w g
M a r a m
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NOTE:
1. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES.
N
X
XXX
X
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DESCRIPTION
EMBANKMENT SLOPE
W W W W W W W W W
S S S S S S S S
TV TV TV TV TV TV TV TV TV
G G G G G G G G
E E E E E E E E E
T T T T T T T T T
EXISTING
PROPOSED
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TV TV TV TV TV TV TV TV TV
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CL CL CL CL
G G G G G G G G
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
(E) 12" SD
(E) 21" SD
(N) 12" SD
(N) 21" SD
*DRAWING FROM WHERE
POINT OF VIEW MARKER CAN BE FOUND
ELEVATION LETTER
*IF PLAN, SECTION OR DETAIL CALL-OUT AND DETAIL ARE SHOWN
ON SAME DRAWING, THE DRAWING NUMBER IS REPLACED BY A (-).
ARROW INDICATES POINT
OF VIEW
ELEVATION LETTER
*DRAWING WHERE ELEVATION IS
LOCATED
XXX
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ABBREVIATIONS
L
WATER
STOP
3"R
4" MINIMUM ALL
AROUND
M I N
M I N
NOTES:
1 ALL PIPE CONNECTIONS TO CAST-IN-
PLACE STRUCTURES SHALL CONFORM
TO THIS DETAIL. THIS DETAIL SHALL
NOT BE USED FOR PIPE CONNECTIONS
TO PRECAST STRUCTURES.
2 EMBED PIPE 3" MINIMUM INTO
STRUCTURE.
3 CENTER WATERSTOP WITHIN STRUCTURE
WALL. REMOVE ALL PORTIONS OF PIPE
PROTRUDING INTO THE STRUCTURE IN
ORDER TO FORM 3" RADIUS BETWEEN
PIPE AND STRUCTURE WALL.
4 INCREASE WALL THICKNESS OF
STRUCTURE BY ADDING A 4" CONCRETE
COLLAR AROUND PIPE, AS NEEDED TO
ACCOMMODATE MINIMUM EMBEDMENT
REQUIREMENTS.
GENERAL NOTES
STORM DRAIN PIPE (SD):
- REINFORCED CONCRETE PIPE,DRAINAGE (RCPD) PER SAC. CO. SPEC SECT. 50-21 & SP-44
- POLYVINYL CHLORIDE (PVC) PIPE PER SAC. CO. SPEC. SECT. 50-26.2 & SP-45
- POLYPROPYLENE PIPE (PP) PER SAC. CO. SPEC. SECT. 50-30 & SP-46
2. ASPHALT CONCRETE PAVING SHALL BE 4.0 INCHES THICK.
SURVEY NOTES
PROJECT SURVEY CONTROL IS AVAILABLE IN THE SACRAMENTO
COUNTY SURVEY SECTION FIELD OFFICE. THE COUNTY WILL PROVIDE
CONTROL VALUES DIRECTLY TO CONTRACTOR'S ON-STAFF CALIFORNIA
LICENSED LAND SURVEYOR, OR HIRED SURVEY CONSULTANT, WHO
ACKNOWLEDGES AND ACCEPTS RESPONSIBILITY (RESPONSIBLE
CHARGE) FOR WORK RELATED TO THE CONTROL VALUES, PER
CALIFORNIA BUSINESS AND PROFESSIONAL CODE SECTIONS 8725 -
8725.1, 8726 AND 6731 - 6731.1, AS WELL AS SECTION 404.2 OF TITLE 16
OF THE CALIFORNIA CODE OF REGULATIONS, TOGETHER WITH ANY
OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES,
ORDINANCES, RULES, AND REGULATIONS.
THE PROJECT ENGINEER IN CHARGE OF THE GOVERNMENTAL AGENCY
PERFORMING, PERMITTING CONSTRUCTION OR MAINTENANCE WORK IS
RESPONSIBLE FOR ENSURING MONUMENT PERPETUATION IS PROVIDED
IN ACCORDANCE WITH BUSINESS AND PROFESSIONS CODE SECTION
6730.2(C). IF POSSIBLE, EVERY EFFORT SHOULD BE MADE BY THE
CONTRACTOR TO PRESERVE AND PROTECT ORIGINAL SURVEY
MOUNMENTS.
IN ACCORDANCE WITH BUSINESS AND PROFESSIONS CODE SECTION
8771, ALL SURVEY MONUMENTS MUST BE SEARCHED FOR AND
REFERENCED BY A CALIFORNIA LICENSED LAND SURVEYOR, PRIOR TO
THE BEGINNING OF CONSTRUCTION OR MAINTENANCE WORK THAT
COULD DAMAGE, DISTURB OR DESTROY A SURVEY MONUMENT.
COUNTY SURVEYS IS TASKED WITH SEARCHING, REFERENCING AND
REPLACING OF SAID SURVEY MONUMENTS.
IF THE CONTRACTOR DISCOVERS A SURVEY MONUMENT THAT WAS
NOT IDENTIFIED AND REFERENCED BY COUNTY SURVEYS, THE
CONTRACTOR IS TO NOTIFY, WITH 5 DAYS ADVANCED NOTICE, CMID
AND COUNTY SURVEYS BEFORE DAMAGING OR DESTROYING THE
SURVEY MONUMENT.
IF THE CONTRACTOR DESTROYS AN UNREFERENCED SURVEY
MONUMENT, THE CONTRACTOR WILL BEAR THE COST OF COUNTY
SURVEY'S EFFORTS TO RE-DETERMINE THE LOCATION AND
REPLACEMENT OF SAID SURVEY MONUMENT.
SURVEY DATUM
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BASIS OF COORDINATES AND ELEVATIONS:
HORIZONTAL COORDINATES ARE CCS83 ZONE 2, NAD 83 EPOCH: 2010.00, ESTABLISHED BY GPS
NETWORK OBSERVATIONS OF A SINGLE POINT SITE CALIBRATION, BASED ON NGS STATION
"FAIR" (DK2883).
VERTICAL ELEVATIONS ARE NAVD88, ESTABLISHED BY GPS NETWORK OBSERVATIONS OF A
SINGLE POINT SITE CALIBRATION, BASED ON NGS STATION "FAIR" (DK2883), ELEV = 169.59'.
PT ID NORTH EAST ELEV SACRAMENTO COUNTY
FAIR (DK2883) 2009850.71 6772033.10 169.59 SURVEY FILE L100
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VARIES
5'
EXISTING GROUND
6" Ø (MAX) ROCK LINING
INSTALL NON-WOVEN FILTER
FABRIC UNDER THE ROCK
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SCALE: NTS
ROADSIDE DITCH SECTION DETAIL A
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GRAPHIC SCALE
( IN FEET )
1 inch = ft.
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