rfb 13304 project plans.pdf
PDF 3 MB Posted
- Attached to
- RFB - PRESIOCA STREET SIDEWALK PROJECT
- Solicitation number
- BPM013304
- Issued by
- California
About this file
This is a set of project plans for the Presioca Street Sidewalk Improvements project in San Diego County, California, prepared under RFB 13304. The project encompasses sidewalk, curb and gutter, driveway, and related infrastructure improvements along Presioca Street (RS 549) from station 12+83.59 to 16+50.00, with work also extending to Birch Street (RS 984). The plans detail construction specifications including 4-inch Portland cement concrete (PCC) sidewalk construction with 12-inch base preparation, 6-inch Class II aggregate base under 4-inch hot mix asphalt (HMA) pavement, curb and gutter per Regional Standard Drawing (RSD) G-02 Type G, and multiple residential driveways constructed per RSD G-14D specifications. The project includes demolition of approximately 4,073 square feet of existing asphalt pavement, removal of 296 square feet of concrete, and clearing and grubbing of 1,191 square feet. Utility relocations and adjustments are required, including coordination with Helix Water District, SDG&E, AT&T, and gas line providers. Water pollution control measures are specified with a total soil disturbance area of 0.12 acres (5,308 square feet).
The plans establish strict requirements for contractor coordination with Helix Water District, mandating 48-hour advance notice prior to work commencement and continuous water service maintenance throughout construction. Heavy equipment restrictions apply over existing water mains with cover less than 36 inches without written approval from Helix Water District. Contractors must verify utility locations through potholing and implement water pollution control best management practices including fiber rolls, check dams, hydroseed, and inlet protection measures. The plans reference CalTrans Standard Specifications and Plans (May 2025), San Diego County Design Standards, and specify traffic control measures (TCP-06, TCP-09, TCP-10A) requiring county permits. Horizontal and vertical control data are based on California Spatial Reference System (CSRS) Epoch 2017.50 (NAD83) and North American Vertical Datum of 1988 (NAVD88). The project design is dated 1/12/26 with plan sheets numbered 1 through 10, prepared by registered civil engineers and approved for construction.
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REMARKS
PROJECT STANDARD SPECIFICATIONS
PROJECT STANDARD PLANS
SURVEY CONTROL
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (RSD) 2025 LEGEND
TYPICAL CONSTRUCTION NOTES
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
GENERAL NOTES AND REFERENCES
PERMANENT WATER CONTROL BMP'SCALTRANS CONSTRUCTION SITE BMP MANUAL, MARCH 2024
MONUMENT NOTE
PROJECT CONTROL
SAN DIEGO COUNTY DESIGN STANDARDS
HELIX WATER DISTRICT NOTES
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT HELIX WATER DISTRICT 48 HOURS PRIOR TO COMMENCING WORK AT (619) 596-3860 AND UNDERGROUND SERVICE ALERT FOR LOCATION OF EXISTING WATER FACILITIES AT 1-800-422-4133.
2. CONTRACTOR TO PROTECT ALL EXISTING HELIX WATER DISTRICT FACILITIES AND SHALL BE FINANCIALLY RESPONSIBLE FOR ANY DAMAGE TO HELIX WATER DISTRICT FACILITIES AS A RESULT OF HIS/HER OPERATION, AND SHALL IMMEDIATELY CALL THE HELIX WATER DISTRICT WHO WILL REPAIR ANY DAMAGE AND WILL BILL THE CONTRACTOR FOR THE COST INCURRED. CONTRACTOR TO PROVIDE CONTINUOUS WATER SERVICE TO ALL WATER ACCOUNTS SHOWN OR NOT SHOWN ON THESE PLANS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE DISTRICT
ACCESS TO WATER FACILITIES DURING ALL PHASES OF CONSTRUCTION.
3. APPROVAL/REVIEW OF PLANS BY HELIX WATER DISTRICT DOES NOT CONSTITUTE RESPONSIBILITY FOR ACCURACY OF INFORMATION NOR
LOCATIONS OF ANY EXISTING UTILITIES.
4. HELIX WATER DISTRICT WILL ADJUST AND/OR RELOCATE NECESSARY EXISTING WATER FACILITIES TO A STANDARD LOCATION, FINISHED GRADE OR IN CONFLICT WITH THE PROJECT AS SHOWN ON THE PLANS, APPROXIMATELY SIX WEEKS AFTER COORDINATION/NOTIFICATION FROM THE
CONTRACTOR.
5. ALL REQUIRED UNDERGROUND UTILITY RELOCATIONS OR ADJUSTMENTS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CONCRETE CROSS GUTTERS, SIDEWALK OR SURFACING OF STREETS. ALL DRIVEWAYS, SIDEWALKS, OR OTHER CONCRETE SURFACE IMPROVEMENTS OVER EXISTING WATER MAINS AND LATERALS SHALL INCLUDE CONTROL JOINTS 2' EACH SIDE OF EXISTING WATER MAIN AND 1' EACH SIDE OF EXISTING
LATERALS.
6. THE CITY/COUNTY AGREES THAT IF THEY, THEIR EMPLOYEES, AGENTS, OR ANY INDEPENDENT CONTRACTORS OR SUBCONTRACTORS SHOULD USE WATER OTHER THAN THROUGH AN AUTHORIZED WATER METER, OWNER SHALL PAY A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE FOR SAID USE. SAID PAYMENT MAY BE DEDUCTED FROM ANY DEPOSIT OWNER HAS WITH HELIX WATER DISTRICT.
7. NO PERSON, OTHER THAN AN EMPLOYEE OR AGENT OF THE HELIX WATER DISTRICT, SHALL HAVE A RIGHT TO OPERATE ANY PART OF A HELIX WATER DISTRICT WATER DISTRIBUTION SYSTEM AND FIRE HYDRANTS. ANY PERSON WHO TAMPERS OR INTERFERES WITH ANY PART OR COMPONENT OF SAID SYSTEM, OR CAUSES OR PERMITS ANY ACT OF TAMPERING OR INTERFERING WITH THE SYSTEM, SHALL BE LIABLE FOR ANY INJURY OR DAMAGE CAUSED THEREBY OR RESULTING THERE FROM. A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE WILL BE IMPOSED ON ANY PERSON OR COMPANY WHO OPERATES ANY PART OF THE HELIX WATER DISTRICT WATER SYSTEM WITHOUT PROPER
AUTHORIZATION.
8. FOR WORK OVER EXISTING WATER FACILITIES, HEAVY EQUIPMENT (ABOVE H20 LOADING) SHALL NOT BE USED WHEN COVER OVER THE WATER MAIN IS LESS THAN 36 INCHES THROUGH ALL PHASES OF CONSTRUCTION, INCLUDING THE REMOVAL, OVER EXCAVATION, AND/OR INSTALLATION
OF PAVEMENT SECTIONS, WITHOUT THE WRITTEN APPROVAL OF HELIX WATER DISTRICT.
9. CONTRACTOR TO VERIFY THE LOCATIONS, BY POTHOLING, ALL WATER UTILITIES IN THE IMMEDIATE AREA OR AFFECTED BY THE WORK PRIOR TO
COMMENCING WORK.
10. THE EXISTING WATER MAINS SHALL BE SUPPORTED AND PROTECTED, AT EACH CROSSING, DURING ALL PHASES OF CONSTRUCTION. ALL AREAS OF DISTURBED SOIL AROUND THE EXISTING WATER MAIN SHALL BE BACKFILLED WITH DECOMPOSED GRANITE AROUND THE WATER MAIN
COMPACTED TO 90% AND PER WATER AGENCIES' STANDARDS.
11. FOR NEW SEWER MAINS OR STORM DRAINS CROSSING BENEATH EXISTING ACP WATER MAINS, CONTRACTOR SHALL PROTECT THE EXISTING MAIN PER WATER AGENCIES' STANDARD DRAWING WP-08. REPLACEMENT OF THE EXISTING WATER MAIN WITH NEW PVC PIPE SPANNING 5' BEYOND THE TRENCH WIDTH ON EACH SIDE OF THE CROSSING MAY BE REQUIRED IF FIELD CONDITIONS REQUIRE, AT THE DISCRETION OF THE DISTRICT ENGINEER. PIPE REPLACEMENTS SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF THE TRENCH WIDTH ON BOTH SIDES OF THE CROSSING.
CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS PRIOR TO CROSSING UNDER ANY EXISTING WATER MAIN AND SHALL COORDINATE THE INSPECTION OF ALL WORK RELATED TO THE PROTECTION OF EXISTING WATER FACILITIES WITH THE DISTRICT INSPECTOR.
12. ANY NEW PRIVATE UTILITIES THAT CROSS EXISTING WATER MAINS OR LATERALS SHALL CROSS PERPENDICULARLY ONLY, WITH A MINIMUM OF 1' VERTICAL SEPARATION PER WATER AGENCIES' STANDARD DRAWING WI-02. CONTRACTOR SHALL INSTALL WARNING/IDENTIFICATION TAPE 12” ABOVE THE PRIVATE LINE TO 5' EACH SIDE OF THE CROSSING LOCATION. ANY NEW PRIVATE ELECTRICAL OR GAS LINES THAT CROSS EXISTING WATER MAINS OR LATERALS SHALL BE PLACED IN A CASING AND ENCASED IN CONCRETE (RED COLORED CONCRETE FOR ELECTRICAL CONDUITS) TO 5' EACH SIDE OF THE WATER MAIN OR LATERAL. ADDITIONALLY, ANY DISTURBANCE IN THE TRENCH LINE OF ANY EXISTING WATER FACILITIES SHALL BE BACKFILLED WITH THE MATERIALS AS APPROVED PER THE WATER AGENCIES' STANDARDS.
13. ALL PROPOSED PUBLIC AND PRIVATE UTILITIES, STRUCTURES, FOOTINGS, AND OTHER PERMANENT APPURTENANCES SHALL BE LOCATED OUTSIDE OF THE HELIX WATER DISTRICT EASEMENT, UNLESS OTHERWISE APPROVED BY THE DISTRICT ENGINEER. UTILITIES OR PERMANENT STRUCTURES INSTALLED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM ANY EXISTING WATER
MAINS, LATERALS, AND APPURTENANCES.
AutoCAD SHX Text THESE PLANS ARE BASED ON US CUSTOMARY (ENGLISH) UNITS. ALL DISTANCES ARE EXPRESSED IN FEET (FT) AND INCHES (IN) UNLESS OTHERWISE NOTED
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CALTRANS STANDARD SPECIFICATIONS, MAY 2025
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CALTRANS STANDARD PLANS (CSP), MAY 2025
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XXX
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XXX
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CALTRANS STANDARD PLAN SHEET NUMBER
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DETAIL NUMBER
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CURB AND GUTTER COMBINED
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SIDEWALK - TYPICAL SECTIONS
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SAWCUT LINE
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RSD
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DESCRIPTION
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SYMBOL
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G-2, TYPE G
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CURB AND GUTTER TYPE G
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CURB RAMPS
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EXIST. WATER LINE
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EXIST. FIRE HYDRANT
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EXIST. WATER VALVE
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EXIST. UTILITY POLE
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EXIST. GAS VALVE
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GV
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4" PCC SIDEWALK
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EXIST. STREET LIGHT
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CENTERLINE
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EXIST. CURB AND GUTTER
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EXIST. RIGHT-OF-WAY
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EXIST. AC DIKE
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PLANE AC PAVEMENT
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NEW PCC DRIVEWAY
AutoCAD SHX Text CONSTRUCTION NOTES ARE TO RETAIN THE SAME NOTE NUMBER FOR THE SAME CONSTRUCTION NOTE THROUGHOUT THE ENTIRE SET OF PLANS.
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REGISTERED CIVIL ENGINEER
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DATE
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ZK
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BM
AutoCAD SHX Text 1/26
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AutoCAD SHX Text No.
AutoCAD SHX Text C78312
AutoCAD SHX Text 1/12/26
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NONE
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NONE
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GRI #559
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EXIST. GAS LINE
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EXIST. TELECOM LINE
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OH-T
AutoCAD SHX Text G-7
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CONCRETE DRIVEWAY (FOR CONFINED RIGHT-OF-WAY)
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AutoCAD SHX Text 1024852
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1. SITE DESIGN BMP'S NONE SITE DESIGN BMP'S NONE NONE 2. SOURCE CONTROL BMP'S NONE SOURCE CONTROL BMP'S NONE NONE 3. TREATMENT CONTROL BMP'S NONETREATMENT CONTROL BMP'S NONENONE
AutoCAD SHX Text G-11
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CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT REMOVAL
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AND REPLACEMENT
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SC-5
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TEMPORARY FIBER ROLLS
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SC-4
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TEMPORARY CHECK DAMS
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SS-4
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TEMPORARY HYDROSEED
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WM-8
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CONCRETE WASTE MANAGEMENT
AutoCAD SHX Text PRIOR TO CONSTRUCTION, THE COUNTY OF SAN DIEGO FIELD SURVEYS SECTION SHALL BE NOTIFIED REGARDING ANY CONTROL, MONUMENTS, OR BENCHMARKS THAT MAY BE DESTROYED BY CONSTRUCTION.
AutoCAD SHX Text HORIZONTAL CONTROL: HORIZONTAL CONTROL IS BASED ON THE CALIFORNIA SPATIAL REFERENCE SYSTEM, CSRS EPOCH 2017.50 (NAD83). THE DATUM WAS ACCESSED USING CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) IDENTIFIED IN THE COUNTY OF SAN DIEGO REAL TIME NETWORK.
AutoCAD SHX Text VERTICAL CONTROL: ELEVATIONS ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) WHICH WAS ACCESSED USING THE CORS STATION AND THE NGS GEOID MODEL 'GEOID12B'.
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STATION: '1' N=1840675.643 E= 6330515.154 EL= 350.31
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STATION: '2' N=1840997.104 E= 6330489.643 EL= 359.55
AutoCAD SHX Text RESULTANT COORDINATES AND ELEVATIONS ARE CLASSIFIED AS COORDINATES AND ELEVATIONS ARE CLASSIFIED AS COORDINATES AND ELEVATIONS ARE CLASSIFIED AS AND ELEVATIONS ARE CLASSIFIED AS AND ELEVATIONS ARE CLASSIFIED AS ELEVATIONS ARE CLASSIFIED AS ELEVATIONS ARE CLASSIFIED AS ARE CLASSIFIED AS ARE CLASSIFIED AS CLASSIFIED AS CLASSIFIED AS AS AS PROJECT CONTROL AND ARE TO BE USED FOR THIS PROJECT ONLY.
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DS-01
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TYPICAL ROADWAY SECTIONS
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TCP-06
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TWO LANE TRAFFIC CONTROL WITHOUT CENTERLINE
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TCP-09
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TWO LANE TRAFFIC CONTROL WITH FLAGGERS
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TCP-10A
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MULTILANE TRAFFIC CONTROL WITH TWO WAY LEFT TURN
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RIGHT TRAFFIC LANE CLOSURE - ONE LANE CLOSED
AutoCAD SHX Text C-9
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GRAVITY RETAINING WALLS
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DIKES - ASPHALT CONCRETE
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WM
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EXIST. WATER METER
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MB
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MAIL BOX
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CURB RAMP - TYPE A (NEW CONSTRUCTION)
PRESIOCA STREET*
BIRCH STREET
PRESIOCA STREET DRIVEWAYS TYPICAL SECTION
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
TYPICAL SECTIONS
TYPICAL MAILBOX LOCATION
(WITHIN SIDEWALK)
DETAIL A - MAILBOX ALONG
RETAINING WALL
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RS 549
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PROP. R/W
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EXIST. R/W
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EXIST. R/W
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EXIST. SLOPE
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EXIST. SLOPE
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EXIST. DIKE
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SAWCUT
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4" PCC SIDEWALK, RSD G-7
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12" BASE
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ELEV. ON PROFILE
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ELEV. ON PROFILE
AutoCAD SHX Text 2%
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AutoCAD SHX Text STA 12+96.62 TO 16+45.41 *SIDEWALK TRANSITION FROM 12+83.59 TO 12+96.62 **4.5' SIDEWALK FROM 13+35.08 TO 15+20.08 AND 15+70.08 TO 16+30.34 **5' SIDEWALK FROM 13+06.07 TO 13+35.08 AND 15+20.08 TO 15+70.08 SCALE: 1"=5'
AutoCAD SHX Text 12'
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VARIES
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CURB AND GUTTER, RSD G-02 6" CL II BASE
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4" HMA
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4" PCC SIDEWALK, RSD G-7
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EXIST. UTILITY POLE MIN. 34" FACE OF POLE TO BACK OF CURB
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1.5" GRIND & OVERLAY
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12" BASE
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CURB AND GUTTER, RSD G-02 6" CL II BASE
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4" HMA
AutoCAD SHX Text 32'
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RS 984
AutoCAD SHX Text 36'
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EXIST. R/W
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EXIST. R/W
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EXIST. SLOPE
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EXIST. CURB & GUTTER
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ELEV. ON PROFILE
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STA 1+40.70 TO 1+62.92 SCALE: 1"=5'
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AutoCAD SHX Text 14'-23'
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SAWCUT
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ELEV. ON PROFILE
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4" PCC SIDEWALK, RSD G-7
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12" BASE
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CURB AND GUTTER, RSD G-02 6" CL II BASE
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4" HMA
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2" GRIND & OVERLAY
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AutoCAD SHX Text PCC DRIVEWAY, RSD G-14D STA 13+06.07 TO 13+35.07 STA 14+12.61 TO 14+36.61 STA 14+72.62 TO 14+96.62 STA 15+75.08 TO 15+93.08 REVERSE PCC DRIVEWAY 13+60.06 TO 13+90.06 15+20.08 TO 15+50.08 SCALE:1"=5'
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12" BASE
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CURB AND GUTTER, RSD G-02 6" CL II BASE
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4" HMA
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RS 549
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PROP. R/W
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EXIST. R/W
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SAWCUT
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EXIST. SLOPE
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RESIDENTIAL DRIVEWAY
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1.5" GRIND & OVERLAY
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CURB AND GUTTER, RSD G-02 6" CL II BASE
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RESIDENTIAL DRIVEWAY
AutoCAD SHX Text 4" MINOR HMA, OVER 6" AGGREGATE BASE CLASS II OVER NATIVE SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION
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AutoCAD SHX Text G
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REGISTERED CIVIL ENGINEER
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DATE
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BM
AutoCAD SHX Text 1/26
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AutoCAD SHX Text No.
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AutoCAD SHX Text 1/12/26
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GRI #559
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AutoCAD SHX Text 1024852
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NOTES
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1. MAILBOX: REMOVE AND SALVAGE EXISTING MAILBOX. REPAIR OR MAILBOX: REMOVE AND SALVAGE EXISTING MAILBOX. REPAIR OR REPLACE IN KIND IF DAMAGED DURING CONSTRUCTION. 2. FRAME: MAILBOX FRAME SHALL BE REPLACED IN KIND, OR AS NOTED FRAME: MAILBOX FRAME SHALL BE REPLACED IN KIND, OR AS NOTED IN THE SPECIFICATIONS. THIS INCLUDES BRICK, METAL PIPE, OR PLASTIC. SALVAGE MATERIAL OR REPLACE IN KIND. 3. MAILBOX FRAME SHALL BE NEW REDWOOD POST UNLESS LOCATION OF MAILBOX FRAME SHALL BE NEW REDWOOD POST UNLESS LOCATION OF EXISTING POST AND MAILBOX IS NOTED IN PLANS. 4. MAINTAIN MAIL SERVICE DURING CONSTRUCTIONMAINTAIN MAIL SERVICE DURING CONSTRUCTION
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SCALE: NTS
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NOTE: REFER TO DS-01 FOR ADDITIONAL TYPICAL ROADWAY SECTION NOTES
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PROPOSED CURB & GUTTER
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PROPOSED SIDEWALK
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EXISTING MAILBOX
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CONSTRUCT NEW FRAME
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AutoCAD SHX Text 41"-45"
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EXIST. PAVEMENT
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EXISTING MAILBOX
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SCALE: NTS
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4" ROCK ALONG WALL
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EXIST. MAILBOX PODIUM
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EXIST. RETAINING WALL
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PROPOSED CURB & GUTTER
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PROPOSED SIDEWALK
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EXISTING MAILBOX
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PIP 4" ROCK ALONG WALL
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PIP EXIST. RETAINING WALL
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CONSTRUCT NEW FRAME
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EXISTING SECTION VIEW
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PROPOSED SECTION VIEW
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NOTES
1. EXISTING MAILBOX PODIUM AND ROCK BASE BELOW IT SHALL BE EXISTING MAILBOX PODIUM AND ROCK BASE BELOW IT SHALL BE REMOVED. 2. PROTECT EXISTING ROCK AGAINST RETAINING WALL.PROTECT EXISTING ROCK AGAINST RETAINING WALL.
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PRESIOCA STREET (RS 549)
APN 578-240-14APN 578-240-15APN 578-240-17APN 578-240-16APN 578-240-08APN 578-240-09
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
DEMOLITION PLANS
PLAN: PRESIOCA STREET
SCALE: 1"=20'
DEMOLITION NOTES
LEGEND
NOTES
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AutoCAD SHX Text 25.8'
AutoCAD SHX Text 24.7'
AutoCAD SHX Text 15'
AutoCAD SHX Text 22.65'
AutoCAD SHX Text 16'
AutoCAD SHX Text ELEC POLE, SDG&E UTILITY CONFLICT POLE TO BE RELOCATED 8" WEST STA 14+00.39, 17.84' L TO STA 14+00.39, 18.50' L PRIOR TO CONSTRUCTION
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ELEC POLE 12+99.92, 18.98 L
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FENCE REMOVE AT R/W 13+35+00, 20.50' L
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CONCRETE PAD
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FENCE
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GATE & ACCESS POINT
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FENCE, GATE, & TRACK*
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WATER METER
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WATER METER
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WATER METER
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WATER METER
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MAIL BOX TO 14+03.59
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FENCE
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TREE STUMP
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WATER VALVE
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EXIST DWY
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GATE
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STOP SIGN
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ELEC POLE STA 16+37.57, 24.61' L
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ELEC POLE STA 15+11.80, 19.6' L
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MAIL BOX TO 15+59.07
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MAIL BOX TO 16+09.06 SEE DETAIL A ON TYPICAL SECTIONS SHEET
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WATER METER
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FIRE HYDRANT & UTILITIES, PIP STA 16+42.41, 40.63' L
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905 SF AC DEMOLITION
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CONCRETE PAD 15+65.77, 20.50' L FROM STA 15+69.80, 25.07' L
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3168 SF AC DEMOLITION
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1141 SF CLEARING AND GRUBBING
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50 SF CLEARING AND GRUBBING
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119 SF CONCRETE REMOVAL
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30 SF CONCRETE REMOVAL
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100 SF CONCRETE REMOVAL
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47 SF CONCRETE REMOVAL
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MAIL BOX TO 13+31.95
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GAS LINE
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GAS LATERAL, STA 13+43.33
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GAS LATERAL, STA 14+08.77
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GAS LATERAL, STA 14+64.44
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GAS LATERAL, STA 15+63.20
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GAS LATERAL, STA 14+88.29
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AutoCAD SHX Text 26'
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SIDEWALK JOINT
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4'X'4' SIDEWALK PANEL
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MB
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MAIL BOX TO 13+43.00
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AutoCAD SHX Text G
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REGISTERED CIVIL ENGINEER
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DATE
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ZK
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BM
AutoCAD SHX Text 1/26
AutoCAD SHX Text 1/26
AutoCAD SHX Text No.
AutoCAD SHX Text C78312
AutoCAD SHX Text 1/12/26
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AutoCAD SHX Text 1"=20'
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NONE
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GRI #559
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1 PROTECT IN PLACEPROTECT IN PLACE
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TCE
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TEMPORARY CONSTRUCTION EASEMENT (TCE)
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1. ALL NON-COUNTY UTILITIES SHALL BE RELOCATED ALL NON-COUNTY UTILITIES SHALL BE RELOCATED OR ADJUSTED AS SHOWN IN THE PLANS PRIOR TO CONSTRUCTION BY RESPECTIVE OWNER UNLESS A CONSTRUCTION WINDOW IS NOTED AS REQUIRED. 2. ALL MAILBOXES RELOCATED PER DETAIL ON ALL MAILBOXES RELOCATED PER DETAIL ON TYPICAL SECTIONS SHEET. *GATE, TRACK, AND MOTOR MODIFICATION REQUIRED. SEE SPECIFICATIONS.
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EXISTING AC PAVEMENT SECTION TO BE REMOVED (4073 SF)
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PROPERTY LINE (PL)
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SAWCUT LINE
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NAD 83
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CALIFORNIA COORDINATE SYSTEM ZONE 6
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2 REMOVE AND RELOCATEREMOVE AND RELOCATE
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3 REMOVEREMOVE
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DEMOLITION LINE
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CLEARING & GRUBBING (1191 SF)
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CONCRETE REMOVAL (296 SF)
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4 TO BE ADJUSTED BY OTHERS DURING TO BE ADJUSTED BY OTHERS DURING CONSTRUCTION
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GRAPHIC SCALE: 1"=20'
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PROPOSED RIGHT-OF-WAY (R/W)
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DAYLIGHT LINE
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CURB & GUTTER
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EXISTING RIGHT-OF-WAY (R/W)
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6 ADJUST TO GRADEADJUST TO GRADE
AutoCAD SHX Text 5 TO BE RELOCATED BY OTHERS PRIOR TO TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION
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ROE
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RIGHT-OF-ENTRY
AutoCAD SHX Text 7 SDG&E TO PROVIDE POLE BRACING DURING SDG&E TO PROVIDE POLE BRACING DURING CONSTRUCTION
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8 REUSE EXISTING POST & MAILBOXREUSE EXISTING POST & MAILBOX
9 REUSE EXISTING MAILBOX ON NEW POSTREUSE EXISTING MAILBOX ON NEW POST
PRESIOCA STREET (RS 549)
B
IR
C H
S
TR
EE
T
(R S
4)
RS 549 - ALIGNMENT DATA
LINE AND CURVE TABLE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
ROADWAY PLAN & PROFILE
PLAN: PRESIOCA STREET
SCALE: 1"=20'
PROFILE: PRESIOCA STREET
SCALE: HORIZ. 1"=20', VERT, 1"=4'
LEGEND
CONSTRUCTION NOTES
DETAIL A: DUMPSTER PADS (TYPE D AC DIKE PER G-05 )
SCALE: 1"=5'
DETAIL B: DUMPSTER PADS
SCALE: 1"=5'
SETCION A-A
SCALE: 1"=1'
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EXIST. R/W
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AutoCAD SHX Text 12+83.57 25.56' L
AutoCAD SHX Text 12+96.79, 15.00 L
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 25.84'
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13+13.94, 25.00 L CL 20.50' DWY
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13+75.07, 20.00 L CL 30' DWY
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14+24.56, 20.00 L CL 24' DWY
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14+84.56, 20.00 L CL 24' DWY
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15+35.50, 25.50 L CL 30' DWY
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15+89.53, 20.00 L CL 19' DWY
AutoCAD SHX Text 16+21.50, 15.00 L
AutoCAD SHX Text 16+48.27, 24.00 L
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GAS
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WATER, HWD
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AT&T OVERHEAD
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END 16+50.00
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BEG 13+50.00
AutoCAD SHX Text 15'
AutoCAD SHX Text 16.73'
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12+83.59, 22.54' L BEG SAWCUT
AutoCAD SHX Text 12+95.52 12.00' L
AutoCAD SHX Text 16+30.33 12.00' L
AutoCAD SHX Text 12+57.05 40.93' L
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16+47.02 65.23' L END SAWCUT
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2' RETAINING WALL PER SDRSD C-09 TYPE A 15+69.24 20.46' L SEE DETAIL B
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SEE DETAIL A
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EXIST. R/W
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EXIST. R/W
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EXIST. R/W
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EXIST. R/W
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EXIST. R/W
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EXIST. R/W
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STOP BAR & FLOOR SIGN
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AutoCAD SHX Text 12+50.00
AutoCAD SHX Text (358.92)
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AutoCAD SHX Text (360.45)
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AutoCAD SHX Text (361.77)
AutoCAD SHX Text 14+00.00
AutoCAD SHX Text (363.13)
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AutoCAD SHX Text (363.75)
AutoCAD SHX Text 15+00.00
AutoCAD SHX Text (365.46)
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AutoCAD SHX Text (366.68)
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AutoCAD SHX Text 16+50.00
AutoCAD SHX Text (368.36)
AutoCAD SHX Text 17+00.00
AutoCAD SHX Text (368.91)
AutoCAD SHX Text 17+50.00
AutoCAD SHX Text (369.43)
AutoCAD SHX Text 12+83.57
AutoCAD SHX Text 359.08
AutoCAD SHX Text 13+00.00
AutoCAD SHX Text 360.42
AutoCAD SHX Text 13+25.00
AutoCAD SHX Text 361.04
AutoCAD SHX Text 13+50.00
AutoCAD SHX Text 361.73
AutoCAD SHX Text 13+75.00
AutoCAD SHX Text 362.40
AutoCAD SHX Text 14+00.00
AutoCAD SHX Text 363.00
AutoCAD SHX Text 14+25.00
AutoCAD SHX Text 363.63
AutoCAD SHX Text 14+50.00
AutoCAD SHX Text 364.12
AutoCAD SHX Text 14+75.00
AutoCAD SHX Text 364.85
AutoCAD SHX Text 15+00.00
AutoCAD SHX Text 365.44
AutoCAD SHX Text 15+25.00
AutoCAD SHX Text 366.11
AutoCAD SHX Text 15+50.00
AutoCAD SHX Text 366.71
AutoCAD SHX Text 15+75.00
AutoCAD SHX Text 367.03
AutoCAD SHX Text 16+00.00
AutoCAD SHX Text 367.65
AutoCAD SHX Text 16+25.00
AutoCAD SHX Text 368.16
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BEG CURB RAMP
AutoCAD SHX Text 16+30.33
AutoCAD SHX Text 368.18
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12+83.57 359.08 BEG CURB AND GUTTER MATCH EX
AutoCAD SHX Text 12+96.61 360.34
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15+61.51, 25.00'L FL 367.15 TC 367.65
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BACK OF SIDEWALK FL 367.18'
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TOP OF WALL
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EG=366.23'
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EG
AutoCAD SHX Text 1.5%
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LOL
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DUMPSTER
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AutoCAD SHX Text G
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REGISTERED CIVIL ENGINEER
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DATE
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ZK
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BM
AutoCAD SHX Text 1/26
AutoCAD SHX Text 1/26
AutoCAD SHX Text No.
AutoCAD SHX Text C78312
AutoCAD SHX Text 1/12/26
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AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 1"=4'
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GRI #559
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NAD 83
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CALIFORNIA COORDINATE SYSTEM ZONE 6
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TCE
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TEMPORARY CONSTRUCTION EASEMENT (TCE)
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PROPOSED RIGHT-OF-WAY (R/W)
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HOT MIX ASPHALT (HMA) OVER CLASS II AGGREGATE BASE (AB)
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GRIND AND OVERLAY
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PROPERTY LINE (PL)
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SAWCUT LINE
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DAYLIGHT LINE
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CURB & GUTTER
AutoCAD SHX Text 5 CONSTRUCT PAVEMENT SECTION 4" HMA CONSTRUCT PAVEMENT SECTION 4" HMA OVER 16" BASE
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6 SAWCUT EX PAVEMENT SECTIONSAWCUT EX PAVEMENT SECTION
AutoCAD SHX Text 7 CONSTRUCT SIDEWALK PER RSD G-07 (5' CONSTRUCT SIDEWALK PER RSD G-07 (5' WIDTH TYP.)
AutoCAD SHX Text 8 CONSTRUCT DWY PER RSD G-14A, SEE CONSTRUCT DWY PER RSD G-14A, SEE DWY PLAN & PROFILE SHEETS
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9 CONSTRUCT TYPE C CURB RAMP PER RSD CONSTRUCT TYPE C CURB RAMP PER RSD G-27A
AutoCAD SHX Text 10 CONSTRUCT 6" CURB AND GUTTER PER CONSTRUCT 6" CURB AND GUTTER PER RSD G-02 TYPE G
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11 MATCH EXISTING SIDEWALK, RSD G-11MATCH EXISTING SIDEWALK, RSD G-11
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CONCRETE
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1 PROTECT IN PLACEPROTECT IN PLACE
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360_LTOC
AutoCAD SHX Text 15+50
AutoCAD SHX Text 14+50
AutoCAD SHX Text 13+00
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360_CL
AutoCAD SHX Text 12+50
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360_LTOC
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360_CL
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AutoCAD SHX Text 13+50
AutoCAD SHX Text 14+00
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12 SEE DEMO PLANSSEE DEMO PLANS
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13 NEW ROAD STRIPINGNEW ROAD STRIPING
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EXISTING GRADE AT CENTERLINE
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TOP OF CURB
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EXISTING GRADE AT TOP OF CURB
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GRAPHIC SCALE: 1"=20'
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EXISTING RIGHT-OF-WAY (R/W)
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6" TYPE G C&G
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6" TYPE G C&G
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6" TYPE G C&G
AutoCAD SHX Text NOTE: 1. CONTRACTOR SHALL IMPLEMENT NECESSARY TRAFFIC CONTROL CONTRACTOR SHALL IMPLEMENT NECESSARY TRAFFIC CONTROL TO COMPLETE WORK. TCP-06, TCP-09, TCP-10A ARE ASSUMED TO BE NEEDED. CONTRACTOR TO SUBMIT TCP TO COUNTY FOR TRAFFIC CONTROL PERMIT TO CONSTRUCT THE PROJECT.
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HYDROSEED
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14 NEW THERMOPLASTICNEW THERMOPLASTIC
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6" TYPE G C&G
15 MOTORIZED GATE RECONNECTIONMOTORIZED GATE RECONNECTION
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
DRIVEWAY P&P (14+00.00-14+24.61)
PLAN: DWY 13+14.00-L
SCALE: 1"=10'
PLAN: DWY 13+75.06-L
SCALE: 1"=10'
PLAN: DWY 14+24.61-L
SCALE: 1"=10'
PROFILE: PRESIOCA STREET-L-DWY-13+14.00
SCALE: HORIZ: 1"=10', VERT: 1"=4'
PROFILE: PRESIOCA STREET-L-DWY-13+75.06
PROFILE: PRESIOCA STREET-L-DWY-14+24.61
SCALE: HORIZ: 1"=10', VERT: 1"=4'
SCALE: HORIZ: 1"=10', VERT: 1"=4'
ROE
ROE ROE ROE ROE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
DRIVEWAY P&P (14+84.62-15+89.59)
PLAN: DWY 14+84.62-L
SCALE: 1"=10'
PLAN: DWY 15+35.08-L
SCALE: 1"=10'
PLAN: DWY 15+84.08-L
SCALE: 1"=10'
PROFILE: PRESIOCA STREET-L-DWY-14+84.62
SCALE: HORIZ: 1"=10', VERT: 1"=4'
PROFILE: PRESIOCA STREET-L-DWY-15+35.08
PROFILE: PRESIOCA STREET-L-DWY-15+84.08
SCALE: HORIZ: 1"=10', VERT: 1"=4'
SCALE: HORIZ: 1"=10', VERT: 1"=4'
ROE ROE
ROE
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ROE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
CURB RAMP P&P AND BIRCH ST P&P
PLAN: CR-N-CURB STA
SCALE: 1"=10'
PROFILE: CR-N-CURB STA
SCALE HORIZ: 1"=10'
SCALE VERT: 1"=4'
AutoCAD SHX Text 0.4%%%
AutoCAD SHX Text 5.7%%%
AutoCAD SHX Text 4.5'
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FS (365.40) 16+95.58, 62.62'L BIRCH ST. MATCH EXIST
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TC 365.59 FL 365.09 LIP 365.21 16+96.13, 65.19'L BIRCH ST. MATCH EXIST
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TC 367.77 FL 367.27 LIP 367.39 16+56.97, 29.02'L END CURB RAMP
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FS 368.23 16+30.27, 20.00'L
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FS 368.34 16+35.67, 23.86'L
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FS 368.00 16+39.63, 28.60'L
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BIRCH ST (366.00)
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BIRCH ST (366.99)
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BIRCH ST (368.18)
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TC 367.17 FL 366.67 LIP 366.79 16+68.63, 40.30'L END PCR
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FL 367.53 LIP 367.65 16+52.97, 25.58'L
AutoCAD SHX Text 9.85%%%
AutoCAD SHX Text 6.0%%%
AutoCAD SHX Text 3.9%%%
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FS 367.27 16+46.92, 40.57'L
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EG 367.64
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EG 367.79
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TC 368.18 FL 367.68 LIP 367.80 16+30.34, 15.00'L BEG PCR
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TC 368.23 FL 367.73 LIP 367.85 16+42.47, 18.50'L BEG CURB RAMP
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FL 367.60 LIP 367.72 16+48.97, 22.50'L
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FS 367.94 16+42.20, 31.67'L
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FS 367.89 16+44.75, 34.56'L
AutoCAD SHX Text 4.83'
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 5.15%%%
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FS 367.94 16+42.70, 26.04'L
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FS 367.88 16+45.27, 29.10'L
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TC
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OG
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FL
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TC
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OG
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FL
AutoCAD SHX Text 38.29' Δ/4=9.58'
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REGISTERED CIVIL ENGINEER
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DATE
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ZK
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BM
AutoCAD SHX Text 1/26
AutoCAD SHX Text 1/26
AutoCAD SHX Text No.
AutoCAD SHX Text C78312
AutoCAD SHX Text 1/12/26
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AutoCAD SHX Text 1"=10'
AutoCAD SHX Text 1"=4'
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GRI #559
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370_LTOC
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360_LTOC
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370_RTOC
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360_RTOC
AutoCAD SHX Text 17+00
AutoCAD SHX Text 16+00
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NAD 83
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CALIFORNIA COORDINATE SYSTEM ZONE 6
AutoCAD SHX Text 1024852
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GRAPHIC SCALE: 1"=10'
BI
R
C H
S
TR
EE
T
(R S
4)
APN 578-240-14APN 578-240-15APN 578-240-17APN 578-240-16APN 578-240-08APN 578-240-09
PRESIOCA STREET (RS 549)
JAMACHA RD
PR
ES
IO
C
A
ST
JAMACHA RD
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
WATER POLLUTION CONTROL PLANS
PLAN: PRESIOCA STREET
SCALE: 1"=20'
LEGEND
NOTES
PLAN: JAMACHA RD INLET
SCALE: 1"=10'
PLAN: JAMACHA RD
SCALE: 1"=30'
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ROE
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ROE
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ROE
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ROE
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ROE
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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FR
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EXIST. TYPE B-2 INLET L=20', RSD D-2 PER AS-BUILT 1C4001
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LOCATION OF EXIST. INLET
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AutoCAD SHX Text G
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REGISTERED CIVIL ENGINEER
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DATE
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ZK
AutoCAD SHX Text
BM
AutoCAD SHX Text 1/26
AutoCAD SHX Text 1/26
AutoCAD SHX Text No.
AutoCAD SHX Text C78312
AutoCAD SHX Text 1/12/26
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VARIES
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NONE
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GRI #559
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TCE
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TEMPORARY CONSTRUCTION EASEMENT (TCE)
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FR
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FIBER ROLL
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NAD 83
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CALIFORNIA COORDINATE SYSTEM ZONE 6
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CONCRETE
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HYDROSEED
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CHECK DAMS
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DAYLIGHT LINE
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FLOW DIRECTION
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WATER POLLUTION CONTROL PLAN
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460 LF
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500 SF
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NO WORK HAVING POTENTIAL TO CAUSE WATER POLLUTION,
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AS DETERMINED BY THE ENGINEER, SHALL BE PERFORMED
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UNTIL THE WATER POLLUTION CONTROL PROGRAM (WPCP)
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HAS BEEN SUBMITTED TO THE ENGINEER BY THE CONTRACTOR
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AND APPROVED.
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THE CONTRACTOR SHALL CONSIDER OTHER CONTROL
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MEASURES, AS NECESSARY, TO SUPPLEMENT THE TEMPORARY
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CONTROL MEASURES SHOWN ON THESE PLANS, IN ORDER TO
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MEET THE POLLUTION CONTROL OBJECTIVES OF THE WPCP.
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THE TOTAL AREA OF SOIL DISTURBANCE FOR THIS PROJECT
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IS 0.12 ACRES (5308 SF).
AutoCAD SHX Text 1.
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TO PREVENT OFFSITE TRACKING OF SEDIMENT, CONTRACTOR
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WILL PERFORM STREET SWEEPING AND VACUUMING, PER SC-7.
AutoCAD SHX Text 4.
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TO PREVENT SPILLS AND MANAGE WASTE, CONTRACTOR WILL
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IMPLEMENT WM-1 AND WM-4, WM-5 AND WM-8.
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FIBER ROLL (TOTAL, INCLUDING ASSUMED MAINTENANCE)
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GRAVEL BAGS (TOTAL, INCLUDING ASSUMED MAINTENANCE)
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HYDROSEED (TOTAL, INCLUDING ASSUMED MAINTENANCE)
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365 LF
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PORTABLE CONCRETE WASHOUT
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GRAPHIC SCALE: 1"=20'
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CONTRACTOR MUST INSTALL INLET PROTECTION AT ALL
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INLETS RECEIVING RUNOFF FORM THE WORK AREA, EVEN IF
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INLETS ARE LOCATED OUTSIDE THE DEPICTED PROJECT AREA.
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
PRESIOCA STREET SIDEWALK
IMPROVEMENTS
WATER POLLUTION CONTROL DETAILS
NOTES
TYPICAL SECTION FOR A FIBER ROLL
TYPICAL FIBER ROLL INSTALLATIONTYPICAL FIBER ROLL INSTALLATION
ON ASPHALT
CURB INLET - SECTION A-A
NOTES:
GRAVEL BAG INLET PROTECTION
CURB INLET - PLAN VIEW
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REGISTERED CIVIL ENGINEER
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DATE
AutoCAD SHX Text
ZK
AutoCAD SHX Text
BM
AutoCAD SHX Text 1/26
AutoCAD SHX Text 1/26
AutoCAD SHX Text No.
AutoCAD SHX Text C78312
AutoCAD SHX Text 1/12/26
AutoCAD SHX Text
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NONE
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NONE
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GRI #559
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NO WORK HAVING POTENTIAL TO CAUSE WATER POLLUTION,
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AS DETERMINED BY THE ENGINEER, SHALL BE PERFORMED
AutoCAD SHX Text
UNTIL THE WATER POLLUTION CONTROL PROGRAM (WPCP)
AutoCAD SHX Text
HAS BEEN SUBMITTED TO THE ENGINEER BY THE CONTRACTOR
AutoCAD SHX Text
AND APPROVED.
AutoCAD SHX Text
THE CONTRACTOR SHALL CONSIDER OTHER CONTROL
AutoCAD SHX Text
MEASURES, AS NECESSARY, TO SUPPLEMENT THE TEMPORARY
AutoCAD SHX Text
CONTROL MEASURES SHOWN ON THESE PLANS, IN ORDER TO
AutoCAD SHX Text
MEET THE POLLUTION CONTROL OBJECTIVES OF THE WPCP.
AutoCAD SHX Text
THE TOTAL AREA OF SOIL DISTURBANCE FOR THIS PROJECT
AutoCAD SHX Text
IS 0.12 ACRES (5308 SF).
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text 3.
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TO PREVENT OFFSITE TRACKING OF SEDIMENT, CONTRACTOR
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WILL PERFORM STREET SWEEPING AND VACUUMING, PER SC-7.
AutoCAD SHX Text 4.
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TO PREVENT SPILLS AND MANAGE WASTE, CONTRACTOR WILL
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IMPLEMENT WM-1 AND WM-4, WM-5 AND WM-8.
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%%UGRAVEL BAG CHEVRON
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GRAVEL BAGS 2-BAGS HIGH
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FLOW
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EX. EDGE OF PAVEMENT
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SPILLWAY, 1-BAG HIGH
AutoCAD SHX Text 1024852
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NTS
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BACK OF SIDEWALK
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GRAVEL FILLED SANDBAGS ARE TIGHTLY STACKED (3 BAGS HIGH)
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CATCH BASIN (WHERE SHOWN)
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CURB INLET
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BACK OF CURB
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SPILLWAY SEE NOTE 5
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PONDING HEIGHT
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SPILLWAY
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CURB INLET
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SIDEWALK
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CATCH BASIN
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1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 5. FOR SUMP CONDITION: SPILLWAY SHALL BE 1 BAG HIGH AND BE FOR SUMP CONDITION: SPILLWAY SHALL BE 1 BAG HIGH AND BE LOCATED ON BOTH SIDES OF THE CURB INLET. FOR FLOW-BY CONDITION: SPILLWAY SHALL BE 2 BAGS HIGH AND BE LOCATED ON THE UPSTREAM SIDE OF CURB INLET.
NOT TO SCALE
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