2nd and Delaware Storm Drain Improvements Project

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Docusign Envelope ID: 94E8D1DB-6A01-867B-830A-CD57B0362196
1-800-227-2600
B
EFOREY
O
U
L
L D
A I
SCALE VERIFICATION C G
U
THE BAR BELOW IS 1" ON THE
S
ORIGINAL DRAWING. IF THIS DRAWING A
PLANS FOR
SCALES OTHERWISE, ADJUST THE T
U R
2ND AVE & DELAWARE ST STORM DRAIN
SCALE ACCORDINGLY N D E RG
ROUNDSERVI
CE A L E
0 1"
1-800-227-2600
IMPROVEMENT PROJECT
CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA
SCOPE OF WORK:
CITY PROJECT NO. 46C011 THE SCOPE OF WORK GENERALLY INCLUDES, REHABILITATION, REPAIR, AND
REPLACEMENT OF EXISTING STORMWATER LATERALS AND CURB INLETS.
CONSTRUCTION METHODS INCLUDE, BUT ARE NOT LIMITED TO:
1. STORMWATER CURB INLET REPLACEMENT.
2. STORMWATER LATERAL REPLACEMENT.
SHEET
SHEET TITLE
NUMBER SAN FRANCISCO BAY
1 COVER SHEET
2 NOTES, LEGEND, & ABBREVIATIONS
3 IMPROVEMENT PLAN
4 UTILITY PLAN AND PROFILE
5 DETAILS
SAN MATEO
6 DETAILS
CITY LIMIT
CONSTRUCTION BEST MANGEMENT
7
PRACTICES 2ND & DELAWARE
IMPROVEMENTS
DATE 6/17/2026
JESSE D. GIULIANO
R.C.E 67881, EXPIRES 06/30/2027
SCHAAF & WHEELER
H
I
E G
V H
A W
D D
N E A
VALLEJO 2 L Y
680 A 1
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.
N
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101
R SA A N FAEL M CO AR N I T N R C A O C . OSTA
CO.
PINOLE HE 8 R 0 CULES
78
M
0
ART 4 INEZ 680 242 CONCORD 4 C OSTA .O C
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A R E S
0
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SAN PABLO PLEASANT A R T
LA M R I K LL SPUR M CO AD R E TE RA 580 LAFAYET
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CONTRA COSTA CO.
TN
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VALLEY TIBURON ALBANY ORINDA 24 WALNUT CREEK T
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SAN
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580 80 EMER B Y E V R IL K L E E LEY CONTRA
MORAGA
FR S F A R A A N S N N A C C N IS I C S O C 8 O 0 C ISC O C O . OAKLA A N L D AMEDA 580 COSTA CO. CONTRA COSTA CO. G H W A Y 9 2
SAN FR C AN O C . ISCO CO. SAN LEANDRO ALAMEDA CO. 580 HI
D C M A IT O L L Y I N Y N P T D A A A C R S I M F A 2 A I C 8 A C 0 O R N A L M M A S A A S T N A E S F N B O M O R R B U I A I L R S C T N B U B H M S C R O B A N A A I A S U N . O N T E C R E E O L O ING SA A N M M E ATE A O F L O A C M O S E . T D E A R C O C . ITY 9 L 2 O S R A E N NZO 238 8 H 8 A 0 Y U W NI A 5 O R 8 N D 0 C F I R TY EMONT PLEASAN L T IV A O E N L RM A OR M E EDA CO. AL A M E D A C O. S A N J O A Q UI N C O. HI G H W A Y 9 2 H I G P M U A B T L T I H C E W W O F R A K B S R D Y IRECTOR DATE 6/17/2026
MOSS BEACH BELMONT 84 NEWARK H
W CITY OF SAN MATEO
EL GRANADA SAN
HALF MOON BAY RED C W AR O L O O D S CITY 101 ALAMEDA CO. A
ATHERTON SANTA CLARA CO. Y
P R A E R D K WOOD MENLO PARK PALO ALTO MILPITAS 1
SAN WOODSIDE 280 S U T N A IV N . FORD 880 0 1 DATE
MATEO MOUN L T O A V S I I N EW SUNNYVALE 680 KATHERINE SHEEHAN
CO. ALTOS
SANTA
S G A R N EGORIO LA HONDA CUPERTINO CLARA S JO A S N E SANTA CLARA DEPUTY PUBLIC WORKS DIRECTOR
CAMPBELL CITY OF SAN MATEO
PESCADERO
SAN
S
M
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A
O
T
T
.
E
A
O
CRUZ
SANTA
CLARA
CO.
SARATOGA
101
CO.
CO. DATE 6/17/2026
JIMMY VO
SANTA
ENGINEERING MANAGER
CRUZ
CO. CITY OF SAN MATEO
SCOTTS VALLEY
VICINITY MAP
DATE 6/17/2026
SCALE: NTS JAMES YANG
SENIOR ENGINEER
LOCATION MAP CITY OF SAN MATEO
SCALE: 1" = 2000'
11

100% PLANS
FOR REVIEW
ONLY
SHEET ______ OF ______
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TCEJORP
TNEMEVORPMI
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20149
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,OCSICNARF
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110C64
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TCEJORP
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AC RESTORATION NOTES
GENERAL NOTES
LEGEND
1. CONTRACTOR SHALL RESTORE ALL EXISTING ASPHALTIC CONCRETE PAVEMENT DISTURBED DURING THE COURSE OF
1. CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT PLANS ON THE JOBSITE AT ALL TIMES. EXISTING NEW
THE WORK PER 1 .
6
2. ALL WORK SHALL CONFORM TO THE PROJECT PLANS AND THE CITY OF SAN MATEO STANDARD DETAIL DRAWINGS FOR
CONSTRUCTION AND OTHER SPECIFICATIONS REFERENCED THEREIN.
3. CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH 2018 CALTRANS STANDARD SPECIFICATIONS AND CITY
SPECIFICATIONS.
4. NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE CITY
ENGINEER AND DESIGN ENGINEER.
5. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING FROM THE
SOLE NEGLIGENCE OF THE CITY OR ENGINEER.
6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, PIPE SIZES, MATERIAL, ETC. PRIOR TO CONSTRUCTION.
7. IF FIELD ELEVATIONS AND MEASUREMENTS ARE SIGNIFICANTLY DIFFERENT THAN WHAT IS SHOWN ON THE PLANS,
CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO PROCEEDING WITH CONSTRUCTION OF THE IMPROVEMENTS. FIELD
ADJUSTMENTS MAY BE NECESSARY TO PROVIDE ADEQUATE PIPE SLOPE, PIPE COVER, AND TO CONSTRUCT THE
IMPROVEMENTS.
8. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS. THE LOCATION OF EXISTING UTILITIES IS DEPICTED
ACCORDING TO THE BEST AVAILABLE INFORMATION AND REPRESENT CONDITIONS AT THE TIME OF DATA COLLECTION.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE ALL EXISTING UTILITIES WITHIN THE PROJECT
AREA PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE
AFFECTED BY NEW FACILITIES IN THIS CONTRACT. REPORT POTENTIAL CONFLICTS TO THE CITY ENGINEER PRIOR TO
EXCAVATING FOR NEW FACILITIES.
9. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF
WORK ADJACENT TO THE UTILITY. CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600.
10. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM PUBLIC RIGHT-OF-WAY AND PROPERLY DISPOSED
OF AT CONTRACTOR'S EXPENSE.
X DETAIL #
Y SHEET #
11. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY
AT ALL TIMES.
12. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS
OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR
SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION.
13. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE PUBLIC RIGHT-OF-WAY SHALL NOT BE PERMITTED,
EXCEPT AT LOCATION(S) APPROVED BY THE CITY.
14. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY
TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.
15. THE CONTRACTOR SHALL OBTAIN A PERMIT/WATER METER AND BACKFLOW FROM CALIFORNIA WATER SERVICE
(CALWATER) FOR CONSTRUCTION WATER OBTAINED FROM THE CITY HYDRANT, CALL (650) 558-7800. THE CONTRACTOR
SHALL PAY A MONTHLY FEE AND A USAGE FEE PER THE CURRENT CALWATER USAGE RATES. CONTRACTOR SHALL
INCLUDE ALL COSTS AND FEES WITHIN ASSOCIATED BID ITEMS.
16. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. ALL EXCAVATIONS SHALL BE PLATED WITH NON-SKID PLATES AND
RECESSED WHEN INACTIVE. BARRICADES WITH LIGHTS SHALL DELINEATE CONSTRUCTION ZONE.
ABBREVIATIONS
17. CONTRACTOR SHALL COMPLY WITH BEST MANAGEMENT PRACTICES ON SHEET 7 FOR PROTECTION OF STORM WATER
QUALITY. AB AGGREGATE BASE HORIZ. HORIZONTAL REL RELATIVE
ABS ABSOLUTE I.D. INSIDE DIAMETER REQD REQUIRED
18. RIM AND INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHOULD BE VERIFIED BY THE CONTRACTOR. THE
CONTRACTOR SHALL CONSTRUCT (N) PIPES WITH CONTINUOUS SLOPE BETWEEN (E) MH INVERT ELEVATIONS WHERE AC ASPHALTIC CONCRETE INV INVERT ROW RIGHT OF WAY
APPLICABLE, UNLESS OTHERWISE NOTED.
ACP ASPHALTIC CONCRETE PIPE L LENGTH RT. RIGHT
19. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS AND PER CITY STANDARD DETAILS. APN ASSESSORS PARCEL NUMBER LAT LATERAL S SOUTH
APPROX APPROXIMATE LF LINEAR FOOT SD STORM DRAIN
20. STATIONING AND DISTANCES IN PROFILES ARE APPROXIMATE BASED ON STRAIGHT HORIZONTAL DISTANCES FROM
CENTER OF MANHOLE/INLET. ASPH ASPHALT LT. LEFT SDCB STORM DRAIN CATCH BASIN
CB CATCH BASIN MAX MAXIMUM SDE STORM DRAIN EASEMENT
21. CONTRACTOR SHALL NOTIFY THE CITY OF SAN MATEO AT LEAST 48 HOURS IN ADVANCE OF THE START OF ANY
CONSTRUCTION ACTIVITY. ALL UTILITY SHUTDOWNS ARE TO BE COORDINATED THROUGH THE CITY PUBLIC WORKS CCP CONCRETE CYLINDER PIPE MH MANHOLE SDMH STORM DRAIN MANHOLE
DEPARTMENT. ANY TEMPORARY SUSPENSION OF THE WORK OR SUBSEQUENT RESUMPTION OF WORK REQUIRES THE
NOTIFICATION OF THE CITY AND THE ENGINEER. CDF CONTROLLED DENSITY FILL MIN MINIMUM SDR STANDARD DIMENSION RATIO
CIP CAST IRON PIPE MJ MECHANICAL JOINT SE SOUTHEAST
22. CONTRACTOR SHALL EXCAVATE AND EXPOSE ALL UTILITY CROSSINGS OR CONNECTIONS AFFECTED BY THE WORK.
ALL EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED TO THE SATISFACTION OF THE CITY. IN CIPP CURED IN PLACE PIPE (N) NEW SIM SIMILAR
THE EVENT OF DAMAGE TO ANY UTILITY OCCASIONED BY THE CONTRACTOR OPERATIONS, THE CONTRACTOR, AT
CLR CLEAR N NORTH SPECS SPECIFICATIONS
THEIR SOLE COST AND EXPENSE, WILL IMMEDIATELY CAUSE REPAIRS TO BE MADE TO THE SATISFACTION OF THE
AFFECTED UTILITY. NOTIFY THE ENGINEER OF ANY ADJUSTMENTS NECESSITATED BY WAY OF CONFLICT WITH CO CLEANOUT NE NORTHEAST SS STAINLESS STEEL, SANITARY SEWER
EXISTING UTILITIES.
CONC CONCRETE NTS NOT TO SCALE SSCO SANITARY SEWER CLEANOUT
23. CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE, ALL TREES, SHRUBS, LAWNS, FENCES, IRRIGATION SYSTEMS AND CLSM CONTROLLED LOW-STRENGTH MATERIAL NW NORTHWEST SSMH SANITARY SEWER MANHOLE
IMPROVEMENTS WHICH ARE TO REMAIN INTACT BUT HAVE BEEN REMOVED OR DAMAGED DURING CONSTRUCTION.
CMP CORRUGATED METAL PIPE O.C. ON CENTER STA STATION
CONTRACTOR SHALL NOT REMOVE OR DAMAGE IMPROVEMENTS LOCATED WITHIN CITY OR PRIVATE PROPERTY
WITHOUT WRITTEN PERMISSION FROM THE CITY AND PROPERTY OWNER. CVR COVER OD OUTSIDE DIAMETER STD STANDARD
24. CONTRACTOR SHALL EXERCISE DUE CARE AND CONCERN TO AVOID INJURY TO EXISTING FACILITIES IMPROVEMENTS, DEG DEGREE (P) PROPOSED SW SOUTHWEST
UTILITIES, AND PROPERTY. CONTRACTOR TO REPLACE OR RESTORE TO INITIAL CONDITIONS ANY FACILITIES,
DE DRAINAGE EASEMENT PCC PORTLAND CEMENT CONCRETE TG TOP GRATE
IMPROVEMENTS, UTILITIES, OR OTHER PROPERTY DAMAGED OR DISTURBED AS A RESULT OF CONSTRUCTION.
DEPT. DEPARTMENT PDWF PEAK DRY WEATHER FLOW TYP TYPICAL
25. CONTRACTOR TO MAINTAIN A MEANS OF ACCESS TO PROPERTIES, DRIVEWAYS, AND DWELLINGS AT ALL TIMES.
DIA DIAMETER PE PLAIN END UNO UNLESS NOTED OTHERWISE
26. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE LOT CORNER PIPES, AND GRADE STAKES DISTURBED DURING DI DUCTILE IRON PIPE PUE PUBLIC UTILITY EASEMENT UP UP STREAM
THE PROCESS OF CONSTRUCTION. SURVEY MONUMENTS SHALL BE PRESERVED, REFERENCED, OR REPLACED
DO DOWN STREAM PVC POLYVINYL CHLORIDE VCP VITRIFIED CLAY PIPE
PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE AND PER THE CITY'S STANDARD DETAILS.
(E) EXISTING PWWF PEAK WET WEATHER FLOW VER. VERTICAL
27. CONTRACTOR SHALL NEITHER WASTE NOR DEPOSIT ANY HAZARDOUS MATERIALS ON THE GRADING SURFACES OR
E EAST Q FLOW RATE W WEST, WATER
WITHIN THE GRADED CUT AND FILL AREAS OF THIS PROJECT, INCLUDING BUT NOT LIMITED TO GASOLINE OR DIESEL
FUELS, MOTOR OILS OR TRANSMISSION FLUIDS, ANTIFREEZE, HYDRAULIC FLUIDS, LUBRICANTS, STARTING FLUIDS AND ELEV, EL ELEVATION R RADIUS W/ WITH
FILTERS, AND/OR CONTAINERS FOR THESE PRODUCTS. HAZARDOUS MATERIAL SPILLS THAT OCCUR AS A RESULT OF
EITHER EQUIPMENT FAILURES OR VANDALISM, INCLUDING ALL ADJACENT CONTAMINATED SOILS, SHALL BE REMOVED EX EXISTING RC RELATIVE COMPACTION X-ING CROSSING
AND TRANSPORTED TO AN ENVIRONMENTALLY APPROVED DISPOSAL SITE. ALL REMOVAL, TRANSPORTATION AND FL FLOW LINE RCB REINFORCED CONCRETE BOX
DISPOSAL COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR THEIR SUBCONTRACTORS.
FT FOOT RCP REINFORCED CONCRETE PIPE
GND GROUND REINF. REINFORCED, REINFORCING
HDPE HIGH DENSITY POLYETHYLENE
SNOITAIVERBBA
&
,DNEGEL
,SETON
Docusign Envelope ID: 94E8D1DB-6A01-867B-830A-CD57B0362196
CURB LINE
STORM DRAIN LINE
UNDERGROUND UTILITY NOTE
SANITARY SEWER LINE
ON MAY 16, 2025, SANDIS PERFORMED UTILITY LOCATING AND SURVEY AND ON MAY 22, 2025, NORCAL PIPELINE SERVICES
PERFORMED POTHOLING ON CERTAIN UNDERGROUND UTILITY CROSSINGS SHOWN HERE. THE INFORMATION GATHERED NATURAL GAS LINE
FROM THIS PROCESS HAS BEEN INCORPORATED INTO THE EXISTING CONDITIONS.
WATER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATION LINE
SURVEY NOTES
UNKNOWN UTILITY LINE
1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF.
TELECOMMUNICATION LINE T T
2. THE VERTICAL DATUM, HORIZONTAL DATUM, AND COORDINATE INFORMATION FOR THE PROJECT SITE WAS PROVIDED
FIBER OPTIC LINE FO FO
TO SCHAAF & WHEELER BY CINQUINI & PASSARINO DATED 02/04/26.
LATERAL - CAPPED/ABANDON
3. THE BENCHMARK FOR IS CINQUINI & PASSARINO CONTROL POINT NO. 1, MARKED BY A SET MAG NAIL AND WASHER
STAMPED "CINQUINI & PASSARINO CONTROL," LOCATED ALONG DELAWARE STREET. THE BENCHMARK ELEVATION IS
STORM DRAIN CLEANOUT
20.29 FEET (NAVD 88).
DRAIN INLET
THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88). THESE ELEVATIONS WERE ESTABLISHED USING STATIC GPS TIES TO CGPS STATION P222, WHICH HAS A FIRE HYDRANT
PUBLISHED ELLIPSOIDAL HEIGHT OF 177.211 FEET, TOGETHER WITH THE APPLICATION OF THE NGS GEOID HEIGHT
TRAFFIC LIGHT ON POLE
MODEL GEOID2018.
WATER VALVE
4. THE BASIS OF BEARINGS IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 3, NAD 83, EPOCH 2025.00. BEARINGS WERE
DETERMINED LOCALLY FROM A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEM (CGPS) STATIONS P222 AND ELECTRIC VAULT / PULLBOX
WIN2, WITH A BEARING OF NORTH 20 degrees56'10" WEST, AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE
CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). MISCELLANEOUS PULLBOX
MANHOLE
PLAN DETAIL
2

APN: 034187090
PROTECT (E) CURB RAMP
201 DELAWARE ST
E
V
A
PROTECT (E) CURB RAMP
D
N
APN: 034163270
607 2ND AVE 2
PROTECT (E) SDCB
RIM 19.65
(E) 15" RCP STORM
(E) SDCB DRAIN (PROTECT)
(PROTECT)
RIM 19.80 REMOVE (E) CAPPED STORM
3 LINE (LENGTH UNKNOWN)
"T" CUT LIMIT
5
2 SDMH (STANDARD)
5 RIM = 20.26
STA 1+48.70 STORM LATERALS
STA 2+11.80 STORM MAIN
PROTECT (E) 8" STORM LINE AND (E) 24" RCP
N: 2034424.21
CONNECT TO NEW SDMH (STANDARD)
E: 6033941.57
(E) SDMH
RIM: 20.24
STA: 1+27.90
4 CONNECT TO
5 (E) MANHOLE
STORM MAIN
3
"T" CUT LIMIT 84 LF S = 0.01 18" HDPE
5 PROTECT (E) 15" RCP
STORM DRAIN
STORM LINES
(2) 40 LF S = 0.005 8" DI
S DELAWARE ST
S DELAWARE ST
100% PLANS
FOR REVIEW
REMOVE (E) 8" STORM LINE
ONLY
PAVEMENT RESTORATION REPLACE (E)
1 SDCB 1
THERMOPLASTIC STRIPING AND
5 G-3 CATCH BASIN
6
MARKINGS IN KIND, SEE NOTE 5
NORMAL FL= 20.30
STA 1+09.41
N: 2034398.43
E: 6033910.13
CONFORM TO (E)
6" CURB AND GUTTER REMOVE (E) SDCB
FL= 20.30
PROTECT (E)
3
24" CYPRESS TREE AND CONCRETE APRON
6
LANDSCAPE WALL
CROSSWALK TO BE REPLACED IN-KIND
CONFORM TO (E) (WHITE)
6" CURB AND GUTTER
FL= 20.31
REMOVE (E) PROTECT (E) CURB RAMP
(E) SIDEWALK CURB AND GUTTER
APN: 034159050
517 2ND AVE
PROTECT (E) CURB RAMP
E
K V APN: 034184100
L 200 DELAWARE ST
A A
W
E
D
D
SI
N
)
E 2
(
GRAPHIC SCALE
(IN FEET)
LEGEND
5 0 2.5 5 10
PROPOSED STORM MAIN & LINES PLAN VIEW
PAVEMENT RESTORATION, DETAIL 1, SHEET 6 SCALE: 1" = 5'
1" = 5'
"T" CUT LIMIT, DETAIL 3, SHEET 5
PROPOSED CONCRETE CURB, GUTTER,
AND APRON, DETAIL 3, SHEET 6
SHEET ______ OF ______
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GWD.P&P-ERAWALED
& DN2
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GNIWARD
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SA
:ELACS
LATTIMBUS
%001
:LATTIMBUS
7
8721#
ETIUS
,TEERTS
TEKRAM
078
TCEJORP
TNEMEVORPMI
NIARD
20149
AC
,OCSICNARF
NAS
8484-334
)514(
110C64
.ON
TCEJORP
YTIC
Docusign Envelope ID: 94E8D1DB-6A01-867B-830A-CD57B0362196
NOTES
1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING (E) STORM DRAIN
FLOWS AND SERVICE AT ALL TIMES DURING CONSTRUCTION.
2. STATION LINE IS BASED ON THE CENTER OF THE (N) STRUCTURES
AND (E) MANHOLE.
3. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM INSIDE (E) STORM
DRAIN PIPE AND STRUCTURES.
4. REPLACED CURB SHALL BE PAINTED WITH TWO COATS TRAFFIC RED.
5. (E) STRIPING, MARKINGS, AND MARKERS (REFLECTIVE AND
NON-REFLECTIVE) WITHIN THE LIMITS OF PAVEMENT RESTORATION
SHALL BE REPLACED IN KIND IN THERMOPLASTIC.
6. (E) INFRASTRUCTURE NOT MARKED FOR DEMOLITION SHALL BE
PROTECTED IN PLACE.
7. DUCTILE IRON PIPE SHALL BE SPECIAL THICKNESS CLASS 52
(NOMINAL THICKNESS OF 0.33 INCHES) OR GREATER.
3

(E) GROUND AT CENTERLINE (E) SDMH
2 STA 1+27.90
SDMH (STANDARD)
(E) TELECOM 5 RIM = 20.24
STA 2+11.80
ELEVATION, MATERIAL, & SIZE UNKNOWN INV IN = 14.3 15" RCP
SDCB RIM = 20.26
1 CONTRACTOR TO VERIFY IN FIELD INV IN = 14.3 15" RCP
G-3 CATCH BASIN INV IN = 18.42 8" DI
5 INV OUT = 13.7 24" RCP
STA 1+09.41 INV IN = 18.42 8" DI
(E) 1" STEEL COMMUNICATION
NORMAL FL = 20.30 INV IN = 18.4 8" (E) ELECTRIC
TOP = 18.4
INV OUT = 18.62 8" DI INV OUT = 15.33 18" HDPE SIZE, INVERT &
INV OUT = 18.62 8" DI MATERIAL UNKNOWN
(E) GROUND AT CENTERLINE
BACKFILL WITH CLSM (E) 10" STEEL WATER
TOP = 19.27
(E) SDCB 100% PLANS
(E) 8" CIP WATER (E) 1.5" STEEL UNKNOWN UTILITY
(PROTECT)
TOP = 18.3 TOP = 18.4
RIM = 19.80 (E) 15" RCP UNKNOWN UTILITY FOR REVIEW
INV OUT = 18.4 8" DI TOP = 18.9
ONLY
(E) 6" SANITARY
(E) GAS
8" DI 39.6 LF @ 0.50% MATERIAL UNKNOWN SIZE, INVERT, &
INV = 17.5
2 MATERIAL UNKNOWN
5
(E) 6" CIP WATER SDMH (STANDARD)
TOP = 18.0 STA 1+48.70
(E) WATER
RIM = 20.26 (E) 1" STEEL UNKNOWN UTILITY
SIZE, INVERT, &
(E) 24" STEEL WATER INV IN = 18.42 8" DI TOP = 18.3 MATERIAL UNKNOWN
TOP = 17.0 INV IN = 18.42 8" DI
INV IN = 18.4 8"
INV OUT = 15.33 18" PVC 18" HDPE 83.9 LF @ 1.00%
(E) 6" SANITARY
MATERIAL UNKNOWN 4 CONNECT TO (E)
INV = 17.2 5 MANHOLE
INV IN = 14.49 18" HDPE
(E) FIBER OPTIC
MATERIAL & SIZE UNKNOWN
CONTRACTOR TO VERIFY IN FIELD
SHEET ______ OF ______
ETAD
YB
NOITPIRCSED
.ON
.VER
62.51.6
:ETAD
NAMTRAH
.S
:YB
DENGISED
62.51.6
:ETAD
NAMTRAH
.S
:YB
NWARD
MROTS
TS
ERAWALED
&
EVA
DN2
62.51.6
:ETAD
ONAILUIG
.J :YB
DEKCEHC
CQ
85.TMSC
.oN
TCEJORP
GWD.P&P-ERAWALED
& DN2
.oN
GNIWARD
NWOHS
SA
:ELACS
LATTIMBUS
%001
:LATTIMBUS
7
8721#
ETIUS
,TEERTS
TEKRAM
078
TCEJORP
TNEMEVORPMI
NIARD
20149
AC
,OCSICNARF
NAS
8484-334
)514(
110C64
.ON
TCEJORP
YTIC
Docusign Envelope ID: 94E8D1DB-6A01-867B-830A-CD57B0362196
PROPOSED STORM LINES PROFILE PROPOSED STORM MAIN PROFILE
HORIZONTAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2'
4

P=4.9"
P=4.9"
TRENCH SECTION
(TYPICAL STREETS)
P=4.9"
STORMWATER CURB INLET STANDARD STORM DRAIN MANHOLE TYPICAL TRENCH AND BACKFILL
1 2 3
5 NTS 5 NTS 5 NTS
MANHOLE
CHANNEL
BASE
CONNECTION TO MANHOLE
4
5 NTS
.D.O
"4/1
NIM
"4
6"MIN PIPE O.D. 6"MIN
XAM
"21
NIM
"6
NIM
"6
2" GRIND
AND HMA
OVERLAY
NOTE 9 24" MIN
24" MIN NOTE 2
NIM
"6
EXISTING
3'-1 3" CURB AND GUTTER
8
2- 1" AT 3" O.C. 2 6" 6"
"T" CUT FULL DEPTH HMA
REPLACEMENT NOTE 1
TACK COAT ALL SURFACES
PRIOR TO AC INSTALL
CLASS 2 AB
OR CDF
NOTE 4
FRAME & GRATE
WARNING
TAPE
CLASS 1, TYPE A PERMEABLE
(95% COMPACTION)
PLAN PIPE
EX SUBBASE
NOTE 6
NOTES:
1. "T" CUT SHALL CONSIST OF REMOVAL AND REPLACEMENT WITH HOT MIX ASPHALT FOR FULL DEPTH OF THE EXISTING ASPHALT CONCRETE LAYER OR
6" MINIMUM, WHATEVER IS GREATER.
2. WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB AND GUTTER, THE "T" CUT SHALL BE EXTENDED TO THE ADJACENT CURB OR GUTTER.
3. ALL STRIPING OR SIGNAGE DISTURBED BY THE PROJECT SHALL BE RESTORED TO CITY STANDARDS. SEE DETAIL 1, SHEET 6.
4. FOR PAVED AREAS, BACKFILL SHALL BE CLASS 2 AGGREGATE BASE AT 95% COMPACTION. CONTROLLED DENSITY FILL (CDF) SHALL REQUIRE CITY
ENGINEER APPROVAL
5. FOR UNPAVED AREAS, SELECT BACKFILL MATERIAL SHALL BE MATERIAL FROM EXCAVATION, FREE FROM STONES OR LUMPS EXCEEDING 3" IN
GREATEST DIMENSION, VEGETATION MATTER, OR UNSATISFACTORY MATERIAL.
6. WHERE UNSUITABLE SUBBASE MATERIAL IS ENCOUNTERED, TRENCH SHALL OVEREXCAVATE BY 12" AND BACKFILL WITH CLASS 1, TYPE A PERMEABLE
MATERIAL.
7. PRIOR TO FINISHING THE WORK DAY, OPEN TRENCHES SHALL BE PLATED OR BACKFILLED AND PAVED WITH EXISTING PAVEMENT.
8. ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. IF TYPE A, HOT MIX ASPHALT SHALL MEET 2010 CALTRANS STANDARD SPECIFICATIONS SECTION 39
(15% RAP)
9. PAVEMENT RESTORATION LIMITS SHALL CONFORM TO CITY STANDARD, SEE DETAIL 1, SHEET 6.
10. ADDITIONAL MORATORIUM PAVING OR SLURRY SEAL MAY APPLY PER SMMC 17.32.
10. CONCRETE STRENGTH SHALL BE 3,250 PSI.
4' LONG CSLM TRENCH WATERSTOP
(N)PVC OR HDPE SEWER MAIN
(E) MANHOLE - CHIP OUT (E) PIPE AND MANHOLE BASE,
INSTALL WATERSTOP, DRY PACK, RESMOOTH CHANNEL NEW MANHOLE - POUR MANHOLE
BASE AROUND NEW PIPE AND
WATERSTOP, SMOOTH CHANNEL
"1-'4
8"
"3
"3
10"
2 "
"4
"1 2
"4
7"
4
"
9"
6"
6"
4'-1"
"0-'1
SEIRAV=D
,HTPED
3" 4
A
DOWEL DETAIL
ANCHOR
3 REQUIRED WHEN TOP AT
DOWEL BASIN AND SIDEWALK ARE
NOT MONOLITHIC
CURB
B B 3"
8
SEE SHEET 3
FOR STATION,
SEE SHEET 3 NORTHING, FULL WELD FOR STATION,
AND EASTING
NORTHING,
ANCHOR DETAIL
AND EASTING
2 REQUIRED
A
SEE SHEET 3 FOR STATION, SECTION B-B
NORTHING, AND EASTING
2
1"X12"
GALV. L3- 1"X3- 1"X 5" AT 10" O.C. 2 2 16 NOTES:
GUTTER
1. SEE DETAIL 2, SHEET 6 FOR FRAME AND GRATE.
DOWEL 2. CONNECTION PIPES TO BE LOCATED ACCORDING TO
PLANS AND BOTTOM OF BASIN TO BE SLOPED TO
NORMAL FL OUTLET.
FL = NORMAL FL - 2" 3. ALL REBAR TO BE 2" CLEAR.
FRAME & GRATE
NOTE 1
SET FACE OF
ANGLE IN PLANE
OF CURB 100% PLANS
R = 3"
FOR REVIEW
ONLY
#4 BARS AT 12" O.C.
EACH WAY (PLACE IF
D>4')
SECTION A-A
SUBGRADE
UNDISTURBED
EARTH OR
CRUSHED ROCK
SHEET ______ OF ______
ETAD
YB
NOITPIRCSED
.ON
.VER
62.51.6
:ETAD
NAMTRAH
.S
:YB
DENGISED
62.51.6
:ETAD
NAMTRAH
.S
:YB
NWARD
MROTS
TS
ERAWALED
&
EVA
DN2
62.51.6
:ETAD
ONAILUIG
.J :YB
DEKCEHC
CQ
85.TMSC
.oN
TCEJORP
GWD.TED-ERAWALED
& DN2
.oN
GNIWARD
NWOHS
SA
:ELACS
LATTIMBUS
%001
:LATTIMBUS
7
SLIATED
8721#
ETIUS
,TEERTS
TEKRAM
078
TCEJORP
TNEMEVORPMI
NIARD
20149
AC
,OCSICNARF
NAS
8484-334
)514(
110C64
.ON
TCEJORP
YTIC
Docusign Envelope ID: 94E8D1DB-6A01-867B-830A-CD57B0362196
5