Attachment 8 - Exhibit C to Entitlements Reso - Tentative Map — Manteca City Council, November 19, 2024

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BUILDING TYPE

S/NGLE-FAMIL Y HOME
DUET

MULTI-FAMILY HOME
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TENTATIVE PARCEL MAP
144-490 QUINT AL ROAD PROJECT

EAST ATHERTON DRIVE AND SOUTH MAIN STREET

MANTECA,CA
l.ATI-IROP
2 2
SITE
BANTA

VICINITY MAP
N.T.S.

SINGLE FAMILY, MULTI-FAMILY, AND DUET HOMES DATA TABLE

LOT SIZE LOT COVERAGE EXISTING ZONING PROPOSED ZONING
5800 SF MINIMUM 60% MAXIMUM COMMERCIAL MIXED USE (CMU) R-1 BASE ZONE 3500 SF MINIMUM FOR EACH HOME/ 70% MAXIMUM COMMERCIAL MIXED USE (CMU) R-3 BASE ZONE 7000 SF FOR TOTAL DUET BUILDING MINIMUM 30% OF OPEN SPACE MUST
NO MAXIMUM/MINIMUM INCLUDE COMMUNITY OPEN SPACE ANO COMMERCIAL MIXED USE (CMU) R-3 BASE ZONE 400 SQ. FT. PR/VA TE OPEN SPACE PER DWELLING UNIT.

SITE PARKING
PHASE 1 - MULTI-FAMILY PHASE 2 - MULTI-FAMILY

TYPE REQUIRED PROVIDED
SURFACE PARKING - 234 234 STANDARD
COVERED PARKING - 312 313 STANDARD

TUCK-UNDER GARAGES - - - STANDARD
NOTES:
• TUCK-UNDER GARAGES STALLS COUNT TOWARDS COVERED PARKING REQUIREMENT OF 360.

DATE: 01 30 23

REQUIRED PROVIDED
234 235
360 180
- 180'
No. REVISION

TOTAL AREA (SF)
1,032,399
326,840
1,433,528

DATE BY
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SITE MAP
N.T.S.

PROJECT DESCRIPTION
THE 144-490 QUINTAL ROAD PROJECT IS A RESIDENTIAL PROJECT COMPRISED OF

FOR-RENT AND FOR-SALE RESIDENTIAL HOMES OFFERING A VARIETY OF LIVING

OPTIONS FOR A WIDE DEMOGRAPHIC OF PEOPLE IN ALL INCOME LEVELS IN THE CENTRAL VALLEY AREA. THE PROJECT SITE IS CURRENTLY AN UNDEVELOPED FIELD COMPRISED OF FOUR PARCELS TOTALING APPROX/MA TEL Y 59.2 ACRES. THE PROPOSED INTENSITY OF THE PLANNED DEVELOPMENT IS APPROX/MA TEL Y 670 FOR-RENT MULTI-FAMILY HOMES, 48 FOR SALE DUETS, AND 98 SINGLE-FAMILY HOMES PLANNED AROUND AN APPROX/MA TEL Y 2-ACRE PUBLIC OPEN SPACE.

LOCATED IN THE CENTER OF MANTECA, CALIFORNIA, THE PROJECT SITE IS BOUNDED BY HIGHWAY 120 TO THE NORTH, MAIN STREET TO THE l!f"ST, SINGLE FAMILY

RESIDENTIAL TO THE SOUTH AND MULTI-FAMILY AND SINGLE FAMILY RESIDENTIAL TO THE EAST. £. ATHERTON DRIVE BISECTS THE SITE l!f"ST TO EAST PROVIDING PRIMARY

ACCESS INTO THE SITE AND CONNECTING TO A FUTURE NORTH/SOUTH COLLECTOR STREET.

SHEET INDEX
TO.O COVER SHEET
T0.1
T0.2
T0.3
T0.4
T0.5
T0.6
T1.0
TT.1
TT.2
TT.3

OVERALL EXISTING CONDITIONS PLAN

EXISTING CONDITIONS AND DEMOLITION PLAN

SITE PLAN

SITE PLAN
TT. 4 SITE PLAN
T2. 0 STREET SECTION
T2.1 STREET SECTION
T2.2 STREET SECTION
T2. 3 STREET SECTION
T4.0 TENTATIVE PARCEL MAP
SHEET
@SAND IS BUILD ON.

SCALE: N. T. S. 144-490 QUINTAL ROAD PROJECT
TENTATIVE PARCEL MAP COVER SHEET TO.O PROJECT No.:
• SAN DIS.NET 621021 MANTECA CALIFORNIA
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ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND
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EDGE OF PAVEMENT

CURB & GUTTER LINE

RETAINING / SCREENING WALL,

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FOUND IRON PIPE {SURVEY CONTROL)

SANITARY SEWER CLEANOUT

WATER METER/ BOX

BACKFLOW PREVENTOR

WATER VALVE

FIRE DEPARTMENT CONNECTION

POST INDICATOR VALVE

HOSE BIBB

GAS METER

CABLE TELEVISION PULLBOX

ELECTRIC VAULT / PULLBOX

ELECTROLIER 'MTH MAST ARM
SIGN

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1. 2.

All. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. lHIS SURVEY WAS PREPARED FOR TITLE INSURANCE PURPOSES AND MAY NOT CONTAIN SUFFICIENT DETAIL FOR DESIGN PURPOSES. THE BOUNDARY DATA AND lllLE MATTERS SHOWN HEREON HAVE BEEN DEVELOPED FROM INFORMAllON FURNISHED IN lHE PRELIMINARY TilLE REPORT, PREPARED BY LENNAR TllLE COMPANY, ORDER NUMBER 192002-001325 VERSION N0.1, DATED AS OF JUNE 4, 2021, FURNISHED TO SANDIS
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DATE: 01 30 23
SCALE: 1''=40'
PROJECT No.:
621021
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GENERAL NOTE

FOR FULL SURVEY LEGAL DESCRIPTION AND ALTA SEE

ALTA/NSPS LANDED TITLE SURVEY BY SANDIS DA TED
02/25/2022.

BASIS OF BEARINGS

THE BEARINGS SHOWN ON THIS SURVEY ARE RELATED TO THE
BEARING OF SOUTH 89'.38'40" EAST ON THE CENTERLINE OF

ATHERTON DRIVE, BETWEEN FOUND MONUMENTS AS SHOWN ON
THE RECORD OF SURVEY FILED NOVEMBER 18, 2013 IN BOOK
38 OF SUR'IEY, AT PAGE 51, SAN JOAQUIN COUNTY RECORDS.

DATE BY
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FLOOD ZONE DESIGNATION
THE SUBJECT PROPERTY IS DETERMINED TO BE IN ZONE X {SHADED), AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL
CHANCE FLOOD 'MTH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD PER FEDERAL

EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RA TE MAP PANEL 06077C0640F, DATED OCTOBER 16, 2009.
3,
4,
ENGINEERS, FOR USE WITH THIS TRANSACTION ONLY. NO LIABILITY IS ASSUMED

FOR MATTERS OF RECORD NOT

STATED IN SAID REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF lHE PROPERTY.
lHE SUBJECT PROPERTY HAS DIRECT ACCESS TO AND FROM MAIN STREET AND

ATHERTON DRIVE WHICH IS A DULY
DEDICATED AND ACCEPTED PUBLIC STREET.

PHYSICAL ITEMS SHOWN ON lHIS SURVEY ARE LIMITED TO lHOSE SURFACE ITEMS VISIBLE AS OF THE DATE OF lHIS SURVEY. SUBSURFACE OBJECTS, IF ANY, ARE NOT SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SL.ABS, SHORING STRUCTURAL PILES, UTILITY VAULTS,

PIPING, UNDERGROUND TANKS, TELECOMMUNICATION LINES, FIBER OPTIC LJNES,

UNDERGROUND UTILJTY LINES AND ANY OTHER SUBSURFACE STRUCTURES OR FACILITIES NOT REVEALED BY A SURFACE INSPECllON ON lHE DATE lHAT lHE FIELD WORK FOR THIS SURVEY WAS PERFORMED.

5. BUILDING AREAS AND BUILDING DIMENSIONS SHOWN HEREON ARE BASED UPON FIELD LOCATIONS AND MEASUREMENTS {ROUNDED TO lHE NEAREST TENlH OF A FOOT (0.1)) FOR lHE SUBJECT BUILDING(S) TAKEN AT lHE OUTSIDE BUILDING ENVELOPE AND DOES NOT REPRESENT "DRIP LINE" OR lHE ENTIRE BUILDING

AREA AT ALL LEVELS OR REPRESENT THE EXISTENCE OF, OR NON-EXISTENCE OF

ANY MEZZANINES, ARCHITECTURAL COLUMNS, CORNICES, COURTYARDS AND/OR OTHER ARCHITECTIJRAL FEATIJRES.

6. PLOTTABLE OFFSITE (APPURTENANT) EASEMENTS OR SERVITUDES, IF ANY, AS DISCLOSED IN DOCUMENTS PROVIDED ARE SHOWN HEREON.
7,

8. 9.

10. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR

BUILDING ADDITIONS ON THE SUBJECT PROPERTY WAS OBSERVED AT THE TIME THE FIELD WORK WAS PERFORMED, OTHER THEN AS SHOWN HEREON.

NO EVIDENCE OF PROPOSED CHANGES TO RIGHT OF WAY LINES OR EVIDENCE OF

RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS WAS OBSERVED IN THE PROCESS OF CONDUCllNG THE FIELD WORK, OTHER THEN AS SHOWN HEREON.

BOUNDARY IS REFERENCED BY EXISTING MONUMENTS IN CLOSE PROXIMITY OF lHE SUBJECT PROPERTY.

SURVEY SHALL BE CONSIDERED PRELIMINARY (FOR REVIEW PURPOSES) UNLESS SIGNED AND SEALED BY THE CERTIFYING LAND SURVEYOR.

SHEET
144-490 QUINTAL ROAD PROJECT

TENTATIVE PARCEL MAP

OVERALL EXISTING
CONDITIONS PLAN T0.1

MANTECA CALIFORNIA
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PROJECT No.:
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APN 224-040-52 (PORTION)

2.174 ACRES
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No. REVISION
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MANTECA CALIFORNIA

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GENERAL NOTE
SEE SHEET TO.1 FOR SURVEY NOTES ANO BASIS OF BEARINGS

DEMOLITION NOTE
All EXISTING STRUC1URES, CONCRETE, OTHER HARDSCAPE, AND UTILITY LINES/STRUC1URES ARE ASUMED TO BE REMOVED PER THE CITY STANDARDS UNLESS OTHERWISE NOTED.

All EXISTING TREES ARE ASSUMED TO HA VE BEEN REMOVED AND EXISTING LANDSCAPE FEA1URES ARE TO BE CLEARED AND GRUBBED WITHIN THE

PROJECT PROPERTY LINES PER THE CITY STANDARD UNLESS OTHERWISE NOTED.

EXISTING CONDITIONS AND

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No. REVISION DATE BY
144-490 QUINTAL ROAD PROJECT

TENTATIVE PARCEL MAP

MANTECA CALIFORNIA
O' 8' 20'
11NCH=4Dn

GENERAL NOTE
SEE SHEET T0.1 FOR SURVEY NOTES ANO BASIS OF BEARINGS.

SEE SHEET T0.2 FOR DEMOLITION NOTES.

SHEET

EXISTING CONDITIONS AND
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BOOK 38 OF MAPS,

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1' CURB

1.5' GUTTER
i->--i---"'---i--a.-1-.-L--1-----------JJ' PA WIDTH----------i----'--l-+-1---..____._......_. 8' PARKING LANE 8' PARKING LANE
i-1-----1.----i--10• 71i'A\.fl. LANE--+--10' 71i'A\.fl. LANE--+----'------,f---1

4.27' MIN.

7.52' TYP.

SD'd
ss MJ!J...l,,OX
8' SD ro SS 5• a ro SD 10' CL ro W77i'
SECTION A RESIDENTIAL STREET (50ft)
SCALE=1:5
CL
2' LANDSCAPE BUFFER
PL
i----------------------6J.6' RIGHT-OF-WAY--+-------------------t---10' PUE---t •
4' SIDEWALK
1' CURB

1.5' GtJTTER
i----15.6' LANDSCAPE BUFFER---1----''---+'-+-'--1-----------JJ' PA 4' SIDEWALK
1' CURB

1.5' GUT7fR
~TH----------t--i_.-~-...-.
8' PARKING LANE 8' PARKING LANE
-------10• 71i'A\.fl. LANE-----10• 71i'A\.fl. LANE----~--,-,

4.2r MIN.

7.52' TYP.

SD'd
ss
8' SD ro SS 5• a ro SD 10' CL ro W77i'
SECTION B - STREET D @ EXISTING BASIN (50ft)
SCALE=1:5
DATE: 01 30 23
@SAND IS BUILD ON.

SCALE:

PROJECT No.:
• SAN DIS.NET 621021 File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T S£T\TMAP\T20.dwg Date.· Sep 26, 2024 - 10·36 AM 2' LANDSCAPE BUFFER
No. REVISION DATE BY

PL CL PL
i--------------50' RIGHT-OF-WAY-+--------------------t---10' PUE---t

4.5' 8/0RETENTION
5' SIDEWALK
2' LANDSCAPE BUFFER

0.5' CURB

1.5' GUT7fR
4' SIDEWALK
1' CURB

1.5' GUTTER
i--11.5' 71i'A\.fl. LANE----11.5' 71i'A\.fl. LANE-_,
MIN 2.0X MIN 2.0X

4.2r MIN.

7.52' TYP. MIN~ SD
MIN~ SS Ml!J 2.0X
8' SD TOSS 5• a ro SD 10' CL TO WTR

SECTION C - RESIDENTIAL STREET W/ BIORETENTION
SCALE=1:5
PL CL
2' LANDSCAPE BUFFER
(50ft)
PL
i----J0' SS.ID EASEMENT---t------------i
---10' PUE--------------50' RIGHT-OF-WAY--+---------+-----------, 4' SIDEWALK 4' SIDEWALK
2' LANDSCAPE BUFFER
1' CURB

1.5' GUTTER
1' CURB

1.5' GUT7fR
2' LANDSCAPE BUFFER
i->--i-~'---i--a.-1-.-L--1-----------JJ'PA ~TH------t------i----'--l-+-1---..____._......_. 8' PARKING LANE 8' PAR 1NG LANE
l-+-----'---f---10' 71i'A \.fl LANE--+--10' 71i'A \.fl LANE--+----'---f---1 J:Q.X 2.0X
- 4.27' MIN.

7.52' TYP.

SD'd

2.0X SS J:Q.X
12• MIN
8' SD ro SS 5• a ro SD 10' CL TO WTR SS.ID LATERAL Y
SECTION D - RESIDENTIAL STREET @ SSJID EASEMENT (5OFT)
144-490 QUINTAL ROAD PROJECT

TENTATIVE PARCEL MAP

MANTECA CALIFORNIA
SCALE=1:5

STREET SECTION
Cop)"# @2022by Sanif•
SHEET
T2.0
EXHIBIT C ATTACHMENT 8
ii!:

SAND IS BUILD ON.
• SAN DIS.NET
File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T S£T\TMAP\T20.dwg Date.· Sep 26, 2024 - 10·36 AM

PL CL PL
i----------------60' RIGHT-OF-WAY-----r-----------------------1---10• PUE---i

4.5' SIDEWAI.K

0.5' CURB

4.5' SIDEWAI.K

0.5' CURB
J' LANDSCAPE BU.'FFFTlih 1.5' GUTTER
t 1.5' GUTTER ' LANDSCAK BUFFER
DATE: 01 30 23
SCALE:

PROJECT No.:
621021
1--''----f-----L--+'f-ol-f-------------41' PA WIDTH------------~-H--.,,__--l----'t:....-I i--+-8' PARKING--i---14• 71i'A\IEL LANE---1----14' 71i'Al-fl. LANE---i--a• PARKING-4---1

2.0X 2.0X

7.52' TYP.

4.27' MIN.
so~

2.5' MIN.

MIN 2.0X
- ss M~0X
8' SD TOSS 5' Cl TO SD 10' Cl TO W71i'
SECTION E - RESIDENTIAL STREET (60ft)
SCALE=1:5
No. REVISION DATE BY
144-490 QUINTAL ROAD PROJECT

TENTATIVE PARCEL MAP

MANTECA CALIFORNIA
SHEET
STREET SECTION T2.1
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
ii!:

SAND IS BUILD ON.
• SAN DIS.NET
File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T S£T\TMAP\T20.dwg Date.· Sep 26, 2024 - 10·36 AM

PL CL PL
i--------------------70'R/GHT-OF-WAY-+--------------------------t---/O'PUE---'

8.5' 8/0RETENTTON
5' SIDEWALK 0.5' CURB 0.5' CURB

1.5' GUTTER

8.5' 8/0RETENTTON
5' SIDEWALK
1--.....:::.----+-----"'--ll------"'---~L..{-..-----22'PA KfDTH------l---'-l~--_,c__---i--.....C..--1---.....:::.:..__-1

1.5' GUTTER +
1--11' Tli'Alfi LANE--i---11• Tli'Alfi LANE--1

7.59' TYP. SD MIN 0.5X -
MIN_g_g_X ss MIJLl.OX
8' SD TO SS 5' Cl TO SD 10' Cl TO WTR

SECTION F - BUENA VISTA STREET
SCAL£=1:5
PL CL

8.5' LANDSCAPE BUFFER
PL
1--------------------71' RIGHT-OF-WAY--+---------------------------1---10' PUE---i

1.5' GUTTER 1.5' GUTTER
5' SIDEWALK 8.5' LANDSCAPE BUFFER

8.5' LANDSCAPE BUFFER----.-- +
l--c:::::,,. ___ -l--_::,,.--+4-L,1-------------41' PA KfDTH-------------1-->-!4"-~::::...._-i-------"-~---1

9.5' PARKING 9.5' PARKING
DATE: 01 30 23
SCALE:

PROJECT No.:
621021
f--+----L----ll--12.5' Tli'AlfZ. LANE--ai--12.5' Tli'A~L LANE---l-----'-------<,--i

2.0X 2.0X - -

4.27' MIN.

7.52' TYP. sot]
MIN....li!.X ss M!!J..l.OX
8' SD TOSS 5' Cl TO SD 10' Cl TO WTR

SECTION G - BUENA VISTA STREET W/ PARKING LANE
No. REVISION DATE
SCAL£=1:5
BY
144-490 QUINTAL ROAD PROJECT

TENTATIVE PARCEL MAP

MANTECA CALIFORNIA

STREET SECTION
SHEET
T2.2
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
ii!:
•
10'

LANDSCAPE
@SAND IS
•

PL CL PL
i-------------------------70' RIGHT-OF-WAY--+-------------------------------i----10' PU£---i

0.5' CURB
12' 10' SIDEWALK--411---'--t-----TURN LANE
2' GUTTER
PL

8.5' LANDSCAPE BU.
5•

BIKE LANE
5' SIDEWALK
11'
71i'Ail£L LANE

1.5' GUTTER
9' PARKING

0.5' CURB

1.5' GUTTER
1--+---.__---t---12.5' lli'A I-fl. LANE---+---11' lli'Al-fl. LANE--i MIN 2.0ft
11'
lli'A I-fl. LANE
MIN 2.0ft

4.27' MIN.

7.52' TYP.

SDtJ
ss MJU...!:_Oft
8' SD TOSS

SECTION H
11'
lli'A I-fl. LANE
..

SECTION
5' a TO SD 10' a TO W7li'
BUENA ~STA STREET
SCAlE=1:5
CL
12'
TURN l.AflE
2' CURB 11'
lli'A I-fl. LANE

SOUTH MAIN STREET
SCAlE=1:5
CL

9.5' LANDSCAPE

7.5' LANDSCAPE BlJFm?
11' 11'
lli'A I-fl. LANE lli'A I-fl. LANE
5'

BIKE LANE
2' GUTTER

0.5' CURB 10'

SIDEWALK
PL
1------------------------------------------------+---109'-------------------------------------------- 4 . 4'± SHOULDER -
5• EX. SIDEWALK l 11'± EASTBOUND LANE 11'± EASTBOUND LANE 13.5'± 1-----15.8' EX LANDSCAPING
VAR. -

9.5±

10.67±
EX. 48" SD UN£
EX 12• SS UN£

SECTION J
DATE: 01 30 23 No. REVISION
SCALE:

BUILD ON. PROJECT No.:

SAN DIS.NET 621021
I
I

EX MEDIAN 11 '± EX WES7BOIJND LANE 11'± EX WESTBOUND LANE /" '± EX SHOULDER ?
EX 12" WA IER UN£

E ATHERTON DR
SCAL.£=1:5

DATE BY
144-490 QUINTAL ROAD PROJECT

TENTATIVE PARCEL MAP

MANTECA CALIFORNIA
2" AC PA VB/ENT
~
6" a. II A.B. 95X REL COMPACTTON

STREET SECTION
File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T S£T\TMAP\T20.dwg Date.· Sep 26, 2024 - 10·36 AM 10'

LANDSCAPE
Cop)"# @2022by Sanif•
SHEET
T2.3
EXHIBIT C ATTACHMENT 8
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589. J9' --J6"£ 728.13'
TAJ.. ROAD
1TCI..AJMED
El;. -A
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-
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L (RENT

16. 788-,., ...
--
I ATHERTON DR. 1----
ii!:

EAST ATHERTON DR.
•
EX. 20' SO EASEMENT TO REMAIN.

PARCEL E

STORMWATER DETENTION BASIN
128,037 SF (2.939 AC)
DATE: 01 30 23
@) SANDIS BUILD ON.

SCALE: 1"=100'
PROJECT No.:
• SAN DIS.NET 621021 File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T S£T\TMAP\T4.0.dwg Date.· Sep 26, 2024 - 10·37 AM ~
~
lilt ,~ .
~
ii!
-------
ANE G
] [
-l 1
__ _J
ARCE
I-""' NTIAL
SF (1 t)
.LI
r
►
z
,n
,n
1J' D ,
LANE D
I
No.

LANE E 0
- - - I
,--------,/
I
: - PUBLIC /{sPACE ~ I / 84015 SF ~NA~) ~ ~/
PIJBlJC ACCESS EASEMENT :J'
AL) I Fa? (K'£N SPACE . ~ f>
C) J •G, ~-~ I .. ~'j7
90 PARCELC

RESIDENTIAL (SUBDEVELOPMENT)
617,858 SF (14.184 AC)
(MINUS 215,186 SF (4.940 AC)

STREET ROW)
---- 1 :------ - ~ I 88 I
91 92 I I I I
~ - - - --STREETV- - - 7 ~ , I I I I
~t 127~
--
128 :

I
I
___
137 I
,
138 _ .... _.,,,.,-
.... ............. -~ .; L __ _ \ " \
\\ \ \ , 139 ,- ' \ /
\ \ ' ' ,- 140
LANE I
)) ~
..s·
0,
•
~
~ ./
~

REVISION DATE
--
BY
\ \} \ 141\ \
\ \\142 \

PARCEL D
- ---
r-------
: 59
I
I

RESIDENTIAL (SUBDEVELOPMENT)
596,349 SF (13.690 AC)
(MINUS 162,133 SF (3.722 AC)

STREET ROW)
,, zr 10·
1 INCH = 100 FT
LEGEND

PARCEL BOUNDARY LINE

RIGHT-OF-WAY LINE

SUBDIVISION LOT LINE

EASEMENT LINE

EXISTING EASEMENT LINE TO
REMAIN

BUILDING SE TBA CK LINE

RIGHT-OF-WAY LINE TO BE

QUITCLAIMED

GENERAL NOTES
I. ALL EXISTING EASEMENT TO BE QUITCLAIMED UNLESS
OTHERWISE NOTED.

ZIO'

PHASING SUMMERY

PHASE LOT COUNT RESIDENT/AL UNITS
1 1 312
2 I 360
JN 80 80
JS 66 66
SHEET
144-490 QUINTAL ROAD PROJECT
TENTATIVE PARCEL MAP TENTATIVE PARCEL MAP T4.0

MANTECA CALIFORNIA
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
ii!:

CIVIL IMPROVEMENT PLANS FOR:
144-490 UINTAL ROAD
•
@SAND IS BUILD ON.
• SAN DIS.NET
..
\_)LJI
DATE: 07-12-2024
SCALE: N.T.S.

PROJECT No.:
621021 File.· X· \P\621021\4_ENG/NEERING\2_PLAN SETS\J_SHEET SET\PHASE 1\CUO COVER SHEET.dwq Dote.· Sep 26, 2024 - 8.·47 AM

JLJLJLJ
...

PROJECT

MULTI-FAMILY EAST

MANTECA, CA
- -SC-'- ~
'-
""
"'

I - - - -
No. REVISION DATE BY
'-
I
I I . '- -;:r-_:
'-..._
F
-,
I ru
r 1r 41'
11NCH = BOFT
I
rI
er 161'
PREPARED FOR:

OWNERS:

QUARTERRA MULTIFAMILY
492 9TH STREET. SUITE JOO
OAKLAND, CA 9460 7
CONTACT: TYLER WOOD
PREPARED BY:

PREPARED BY:

SANDIS ENGINEERING
636 9TH STREET
OAKLAND, CA 9460 7
T.· (510) 590-3400
CONTACT: MICHAEL KUYKENDALL
144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST

MANTECA CALIFORNIA

VICINITY MAP
N.T.S.

CIVIL SHEET INDEX
Cl.10 COVER SHEET
Cl.20 GENERAL NOTES AND SPECIF/CATIONS
Cl.21 GENERAL NOTES AND SPECIF/CATIONS
Cl.JO CITY STANDARD DETAILS
Cl.40 CONSTRUCTION DETAILS
Cl.50 TYPICAL STREET SECTIONS
C2.11 TOPOGRAPHIC SURVEY &- DEMOLITION PLAN - NORTH
C2.12 TOPOGRAPHIC SURVEY &- DEMOLITION PLAN - SOUTH
C2.21 HORIZONTAL CONTROL PLAN - NORTH
C2.22 HORIZONTAL CONTROL PLAN - SOUTH
C2.2J HORIZONTAL CONTROL PLAN - LINE AND CURVE TABLES
C2.J1 STRIPING PLAN - NORTH
C2.J2 STRIPING PLAN - SOUTH
C2.JJ STREET LIGHTING &- STRIPING PLAN - BUENA WSTA
C2.41 GRADING AND DRAINAGE PLAN
C2.42 GRADING AND DRAINAGE PLAN
C2. 43 GRADING AND DRAINAGE PLAN
C2. 44 GRADING AND DRAINAGE PLAN
C2. 45 GRADING AND DRAINAGE PLAN
C2. 46 GRADING AND DRAINAGE PLAN
C2.47 GRADING ENLARGEMENTS
C2. 50 WALL PLAN
C2. 60 OVERALL UTILITY PLAN
C2.61 UTILITY PLAN
C2. 62 UTILITY PLAN
C2. 63 UTILITY PLAN
C2.64 UTILITY PLAN
C2. 65 UTILITY PLAN
C2. 66 UTILITY PLAN
C6. II BUENA WSTA DRIVE PLAN AND PROFILE (STA XX-STA XX C6.12 BUENA WSTA DRIVE PLAN AND PROFILE {STA XX-STA XX} CZ 1 EROSION AND SEDIMENT CONTROL PLAN

ASSOCIATED IMPROVEMENT PLANS

LANDSCAPE PLANS - STREETSCAPE
PREPARED BY: TBD
TITLED: TBD
CURRENT DA TE: TBD

JOINT TRENCH
PREPARED BY: TBD
TITLED: TBD
CURRENT DA TE: TBD

VESTING MAP
PREPARED BY: SANDIS CIVIL ENGINEERS
TITLED: 144-490 QUINTAL RD. VESTING MAP
CURRENT DA TE: 01/30/2023

ATHERTON IMPROVEMENT
PREPARED BY: SANDIS CIVIL ENGINEERS
TITLED: 144-490 QUINTAL RD ATHERTON IMPROVEMENT
CURRENT DA TE: 01/J0/2023

SOUTH SAN JOAQUIN IRRIGATION DISTRICT

APPROVED SUBJECT TO THE DATA SHOWN, THE CITY OF MANTECA

AND THE UNDERSIGNED ARE NOT RESPONSIBLE FOR ERRORS AND/OR OMISSIONS THAT MA Y BE PRESENT ON THESE PLANS.
{NAME} DATE

ENGINEERING DEPARTMENT MANAGER

COVER SHEET
SHEET
C1 .10
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
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LEGEND

EXISTING PROPOSED

SA WCUT AND CONFORM LINE --------

RETAINING WALL
A.C. PAVEMENT
CONG. VALLEY GUTTER
CONG. SIDEWALK OR PAD I , , .. . . -~ I
6" CURB & GUTTER
EDGE OF A.C. PAVEMENT EP
6" VERTICAL CURB

CENTER LINE
SANITARY SEWER MAIN 8" --ss- a·
ss
STORM DRAIN MAIN 12" SD
75•
SD
PERFORATED PIPE 6" -SD--
WATER MAIN !l" w
6"
w
FIRE WATER MAIN 6" FW 4• FW
DOMESTIC WATER MAIN 6" DW
4•
ow
/RR/GA TION LINE 2" IRR
4•
/RR
TRENCH DRAIN I I I I I I I I I I I I 111111111111111

FLOW LINE
CHAIN LINK FENCE --• •- --• •-

GAS MAIN G
2·
C

ELECTRIC AND SIGNAL DUCT BANK E E
OVERHEAD ELECTRIC LINE OHE OH£
STREET LIGHT CONDUIT Sl SL
90 CONTOUR ELEVATION LINE 85 89
FG 95.94
SPOT ELEVA T/ON 95.94 <t3<t; • ~
DIRECTION OF SLOPE 2:' IX
- - GAS METER 1G] ■ GM
0V GV
GAS VALVE t><I ~
WATER METER !ill WM
~ 3 WV
WATER VALVE ~
FIRE HYDRANT ~ -IOI- ~
BACK FLOW PREVENTOR [:.iii
POST IND/CA TOR VAL VE Pll PIV
•
FIRE DEPARTMENT CONNECTION l;jt: ... WATER LINE TEE

CAP AND PLUG END
AIR RELEASE VAL VE ■ ARV
~ ,
ACCESSIBLE RAMP il n
CONCRETE THRUST BLOCK ----..

REDUCER f,1111
SANITARY SEWER MANHOLE 0 ~ SANITARY SEWER CLEANOUT SS&O ssco •
STORM DRAIN MANHOLE @0 ~ STORM DRAIN AREA DRAIN □ •
STORM DRAIN CATCH BASIN CB I!!!
STORM DRAIN CURB INLET ~ ~

STORM DRAIN CLEANOUT SDCO SDCO
0 •
ELECTROLIER ~ •
JP • JP • • •
JOINT POLE -0- -+-
OVERLAND RELEASE ⇒
@ DETAIL REFERENCE CONSTRUCTION DETAIL REFERENCE 2 SHEET REFERENCE •
@SAND IS BUILD ON.
• SAN DIS.NET

ABBREVIATIONS

AB - AGGREGATE BASE

AC - ASPHALT CONCRETE

AD - AREA DRAIN

ADA - AMERICANS 'MTH DISABILITIES ACT

ASB - AGGREGATE SUBBASE

BC - BEGINNING OF CURVE

BFP - BACK FLOW PREVENTOR

BLDG - BUILDING CORNER

BLDG - BUILDING

BOD BOTTOM OF DOCK

BOL - BOLLARD

BOS - BOTTOM OF STEP
BOW - FG @ BOTTOM OF WALL

BVC - BEGIN VERTICAL CURVE

BW - BACK OF WALK

C - CONCRETE OR CIVIL

C&G - CURB AND GUTTER

CB - CATCH BASIN
Cl - COMB/NA TION INLET

C/P - CAST IRON PIPE

CL - CENTER LINE OR CLASS

CMP - CORRUGATED METAL PIPE
co - CLEANOUT
COi - CURB OPENING INLET

CONG - CONCRETE

CONST - CONSTRUCTION OR CONSTRUCT

CY - CUBIC YARD

DCDA - DOUBLE CHECK DETECTOR ASSEMBLY

DI - DROP INLET

DIP - DUCTILE IRON PIPE

DOM - DOMESTIC

DW - DOMESTIC WATER

DWG - DRA'MNG

E - EAST

EC END OF CURVE

EP - EDGE OF PAVEMENT

ER - END OF RETURN

EVC - END VERTICAL CURVE

ELEV - ELEVATION
EX., EXIST. - EXISTING

FC - FACE OF CURB

FDC - FIRE DEPARTMENT CONNECTION

FF - FINISHED FLOOR

FG - FINISHED GRADE

FH - FIRE HYDRANT

FL - FLOW LINE

FOUND - FOUNDATION

FS - FINISHED SURFACE

FT - FOOT

FW - FIRE WATER

G - GROUND ELEVATION

GB - GRADE BREAK

GV - GATE VALVE

HCR - ACCESSIBLE RAMP

HP - HIGH POINT
/NV - INVERT ELEVATION

JP - JOINT POLE

JT - JOINT TRENCH

LIP - LIP OF GUTTER

LP - LOW POINT

LSA - LANDSCAPE ARCHITECT

MAX - MAXIMUM

MEP - MECHANICAL/ELECTRICAL/PLUMBING

MH - MANHOLE

MIN - MINIMUM

MPVC - MIDPOINT OF VERTICAL CURVE

MON - MONUMENT

N - NORTH
N.I.C. - NOT IN CONTRACT

NO - NUMBER

NTS - NOT TO SCALE
p - PAVEMENT ELEVATION

PCC - PORTLAND CEMENT CONCRETE/
POINT OF CONTINUOUS CURVA TUR£

PIV - POST IND/CA TOR VAL VE

PL - PROPERTY LINE

PMH - POWER MANHOLE

POC - POINT ON CURVE
pp - POWER POLE
PRC - POINT OF REVERSE CURVA TUR£

PVC - POLYVINYL CHLORIDE PIPE

R - RADIUS

RC - RELATIVE COMPACTION

RCP - REINFORCED CONCRETE PIPE

RPPA - REDUCED PRESSURE PRINCIPLE ASSEMBLY

R/W RIGHT OF WAY
s - SLOPE OR SOUTH
S.A.D. - SEE ARCHITECTURAL DRAWINGS

SB - SEDIMENT BASIN

SD - STORM DRAIN

5.£.D. - SEE ELECTRICAL DRA 'MNGS

SF - SILT FENCE

SG - SUBGRADE
S.L.D . - SEE LANDSCAPE DRAWINGS
S.M.D. - SEE MECHANICAL DRAWINGS

SMH - SIGNAL MANHOLE
S.P.D. - SEE PLUMBING DRAWINGS
55 - SANITARY SEWER

STA - STATION

STD - STANDARD
5/W - SIDEWALK

TC - TOP OF CURB

TD - TRENCH DRAIN

TOD - TOP OF DOCK

TOE - TOE OF SLOPE

TOS - TOP OF STAIR
TOW - FG @ TOP OF WALL

TS - TOP OF SLAB

TYP - TYPICAL

UON - UNLESS OTHERWISE NOTED

U/G - UNDERGROUND

VC - VERTICAL CURVE
11M - WATER METER

WV - WATER VALVE
w - WEST

WWF - WELDED WIRE FABRIC

W/ - WITH
DATE: 07-12-2024
SCALE: N.T.S.

PROJECT No.:
621021
File.· X· \P\621021 \4_ENG/NEERING\2_PLAN SETS\J_SHEET SET\PHASE 1 \C/20 GENERAL NOTES AND SPECIF/CA T/ONSdwg Dote.· Sep 26, 2024 - 8· 47 AM

CONSTRUCTION NOTES

1. ALL OFF-SITE CONSTRUCTION MATERIAL AND METHODS SHALL COMPLY WITH THE

LA TEST EDITION OF THE CITY OF MANTECA AND THE LA TEST CAL TRANS STANDARD PLANS & SPECIF/CA TIONS.

2. CONTRACTOR SHALL LEA VE AN EMERGENCY PHONE NUMBER WITH THE CITY OF MANTECA POLICE AND FIRE DEPARTMENTS.

3. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS FOR PUBLIC WORKS, AMBULANCE. POLICE. AND FIRE DEPARTMENTS.

4. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PR/VA TE UTILITY OWNERS 48 HOURS

PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY UNLESS AN EXCAVATION PERMIT SPECIFIES OTHERWISE.

5. THE CONTRACTOR SHALL HIRE A STREET CLEANING CONTRACTOR TO CLEAN UP DIRT

AND DEBRIS FROM CITY STREETS THAT ARE ATTRIBUTABLE TO THE DEVELOPMENT'S CONSTRUCTION ACTIVITIES.

6. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY 'MTH THE

STANDARDS ESTABLISHED BY THE AIR QUALITY MAINTENANCE DISTRICT FOR AIRBORNE PART/GULA TES {DUST).

7. ALL GRADING SHALL CONFORM TO APPROVED SPECIF/CATIONS PRESENTED HEREON OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOILS ENGINEER. THE GEOTECHNICAL ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE REMOVED AND REDONE AT THE CONTRACTORS EXPENSE.

8. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR

OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY DURING THE CONSTRUCTION PERIOD.

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING

IMPROVEMENTS OF UNDERGROUND FACILITIES DAMAGED DURING THE CONSTRUCTION PERIOD.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT, EXCAVATION, CONCRETE. ELECTRICAL, PLUMBING, ETC. PERMITS NECESSARY PRIOR TO BEGINNING CONSTRUCTION FOR ANY WORK.

12. THE CONTRACTOR SHALL HA VE A SUPERINTENDENT OR REPRESENTATIVE ON SITE AT ALL TIMES DURING CONSTRUCTION.

13. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON CITY STREETS WILL NOT BE PERMITTED.

14. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MUFFLED. UNNECESSARY IDLING OF GRADING CONSTRUCTION EQUIPMENT IS PROHIBITED.

15. CONSTRUCTION EQUIPMENT, TOOLS. ETC. SHALL NOT BE CLEANED OR RINSED INTO A STREET. GUTTER OR STORM DRAIN.

16. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR STORAGE OF CEMENT BAGS. PAINTS, FLAMMABLE. OILS, FERTILIZERS. PESTICIDES. OR ANY OTHER

MATERIALS THAT HA VE POTENTIAL FOR BEING DISCHARGED TO THE STORM DRAIN SYSTEM BY WIND OR IN THE EVENT OF A MATERIAL SPILL.

17. ALL CONSTRUCTION DEBRIS SHALL BE GATHERED ON A REGULAR BASIS AND PLACED IN A DUMPSTER WHICH IS EMPTIED OR REMOVED WEEKLY. WHEN FEASIBLE, TARPS

SHALL BE USED ON THE GROUND TO COLLECT FALLEN DEBRIS OR SPLATTERS THAT COULD CONTRIBUTE TO STORMWA TER POLLUTION.

18. ANY TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

19. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL NOT DISCHARGE WASH WATER INTO THE STREET GUTTERS OR DRAINS.

DISCREPANCIES

IF THERE ARE ANY DISCREPANOES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING

CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH

DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FlmNG OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT.

UTILITY/POTHOLE NOTE

THE TYPES, LOCATIONS, SIZES AND /OR DEPTHS OF EXISTING UNDERGROUND UTILITIES

AS SHOWN ARE APPROX/MA TE AND WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES. EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER,

THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY

OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES AND UTILITIES BY POTHOLING PRIOR TO COMMENCING CONSTRUCTION.

DIMENSIONS

ALL DIMENSIONS ON THE PLANS ARE IN FEET OR DECIMALS THEREOF UNLESS SPECIF/CALLY CALLED OUT AS FEET AND INCHES.

ENCROACHMENT NOTE:

A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN THIS

ENCROACHMENT PERMIT AND FOLLOW ALL CONSTRUCTION RELATED REQUIREMENTS OF SUCH PERMIT.

No. REVISION DATE BY

FLOODZONE
THIS PROJECT IS IN FLOOD ZONE X: AREAS OUTSIDE OF 0.2% ANNUAL CHANCE FLOOD.

INFORMATION OBTAINED FROM THE FLOOD INSURANCE RA TE MAP {FIRM) NO. 06077C0640F DA TED OCTOBER 16, 2009 PRODUCED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA).

FIRE DESIGN NOTE:

THE CONTRACTOR SHALL DESIGN, PREPARE SHOP DRAWINGS FOR, OBTAIN ALL REQUIRED APPROVALS. AND CONSTRUCT THE FIRE SYSTEM FOR THE PROPOSED PROJECT.

CONTRACTOR SHALL HAVE SHOP DRAWINGS STAMPED BY A FIRE PROTECTION ENGINEER AS REQUIRED BY THE LOCAL AUTHORITY.

UNDERGROUND WORK CAUTION

CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. FOR NORTHERN CALIFORNIA DIAL 811 OR (BOO) 227-2600. FOR OTHER AREAS CALL (BOO) 642-2444. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK ON THIS SITE.

DEMOLITION NOTES

1. CONTRACTOR IS TO COMPLY WITH ALL GENERAL AND STA TE REQUIREMENTS INVOLVING THE REMOVAL AND DISPOSAL OF HAZARDOUS MA TERIAL(S).

2. CONTRACTOR'S BID IS TO INCLUDE ALL VISIBLE SURFACE AND ALL SUBSURFACE FEATURES IDENTIFIED TO BE REMOVED OR ABANDONED IN THESE DOCUMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY FOR ENCROACHMENT. GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PR/VA TE. LOCAL AND STA TE JURISDICTIONS. THE CONTRACTOR SHALL PAY ALL FEES ASSOC/A TED WITH THE DEMOLITION WORK.

5. BACKFILL ALL DEPRESSIONS AND TRENCHES FROM DEMOLITION TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER.

6. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS TO THE SA T/SFACTION OF THE GEO TECHNICAL ENGINEER.

7. PRIOR TO BEGINNING DEMOLITION WORK ACTIVITIES, CONTRACTOR SHALL INSTALL

EROSION CONTROL MEASURES OUTLINED IN THE EROSION CONTROL PLAN & DETAILS AND THE PROJECT SWPPP IF APPLICABLE.

8. THE CONTRACTOR SHALL MAINTAIN ALL SAFETY DEVICES, AND SHALL BE

RESPONSIBLE FOR CONFORMANCE TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAIY.5 AND REGULATIONS.

9. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS FACILITIES AND STRUCTURES WHICH ARE TO REMAIN. ANY ITEMS DAMAGED BY THE

CONTRACTOR OR THEIR AGENTS OR ANY ITEMS REMOVED FOR HIS USE SHALL BE

REPLACED IN EQUAL OR BETTER CONDITION AS APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE.

10. COORDINATE WITH ELECTRICAL, MECHANICAL, LANDSCAPING AND ARCHITECTURAL DRAWINGS FOR UTILITY SHUT-DOWN/DISCONNECT LOCATIONS. CONTRACTOR IS TO SHUT OFF ALL UTILITIES AS NECESSARY PRIOR TO DEMOLITION. CONTRACTOR IS TO

COORDINATE SERVICE INTERRUPTIONS WITH THE UTILITY OWNER AND ANY AFFECTED PROPERTIES OR BUILDINGS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION SCOPE OF WORK.

11. THIS PLAN IS NOT INTENDED TO BE A COMPLETE CATALOGUE OF ALL EXISTING STRUCTURES AND UTILITIES. THIS PLAN INTENDS TO DISCLOSE GENERAL INFORMATION

KNOWN BY THE ENGINEER AND TO SHOW THE LIMITS OF THE AREA WHERE WORK WILL BE PERFORMED. THIS PLAN SHOIY.5 THE EXISTING FEATURES TAKEN FROM A FIELD SURVEY, FIELD INVEST/GA TIONS AND A VA/LABLE INFORMATION. THIS PLAN MAY OR

MAY NOT ACCURATELY REFLECT THE TYPE OR EXTENT OF THE ITEMS TO BE ENCOUNTERED AS THEY ACTUALLY EXIST. WHERE EXISTING FEATURES ARE NOT SHOWN, IT IS NOT IMPLIED THAT THEY ARE NOT TO BE DEMOLISHED OR RELOCATED.

THE CONTRACTOR SHALL PERFORM A THOROUGH FIELD INVEST/GA TION AND REVIEW

OF THE SITE WITHIN THE LIMIT OF WORK SHOWN IN THIS PLAN SET TO DETERMINE THE TYPE, QUANTITY AND EXTENT OF ANY AND ALL ITEMS. THE CONTRACTOR SHALL

BE SOLELY RESPONSIBLE FOR DETERMINING THE EXTENT OF EXISTING STRUCTURES

AND UTILITIES AND QUANTITY OF WORK INVOLVED IN REMOVING THESE ITEMS FROM THE SITE.

12. CONTRACTOR TO DEMOLISH AND REMOVE ALL /RR/GA TION IN LANDSCAPE AREAS 'MTHIN THE LIMIT OF WORK. IF ANY /RR/GA TION LINES OR MAINS ARE IN THE LIMIT

OF WORK OR ARE DAMAGED THAT SERVE LANDSCAPE TO REMAIN, CONTRACTOR TO RECONNECT OR RELOCATE AT NO ADDITIONAL COST TO OWNER.

13. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. REPLACE ANY DAMAGED UTILITY TO REMAIN TO KEEP OPERABLE DURING CONSTRUCTION.

14. ALL UTILITY SHUT DOWNS ARE TO BE A VOIDED. IF SHUT DOWNS ARE NECESSARY, CONTRACTOR TO COORDINATE SHUT DOWN WITH UTILITY OWNER WITH 48 HOUR MINIMUM NO TICE.

15. ALL EXISTING STORM DRAIN, SANITARY SEWER, AND WATER MAINS THAT SERVE EXISTING BUILDINGS MUST REMAIN OPERABLE DURING CONSTRUCTION. CONTRACTOR

TO SET UP TEMPORARY SERVICE OR PUMP AS NECESSARY TO ENSURE UNINTERRUPTED SERVICE.

RECORD DRAWING NOTE

THE CONTRACTOR SHALL KEEP UP-TO-DATE AND ACCURATE A COMPLETE RECORD SET

OF PRINTS OF THE CONTRACT DRAWINGS SHOWING EVERY CHANGE FROM THE ORIGINAL

DRAWINGS MADE DURING THE COURSE OF CONSTRUCTION INCLUDING EXACT FINAL LOCATION, ELEVATION, SIZES, MATERIALS, AND DESCRIPTION OF ALL WORK. RECORDS SHALL BE "REDLINED" ON A SET OF CONSTRUCTION PLAN DRAWINGS. A COMPLETE SET

OF CORRECTED AND COMPLETED RECORD DRAWING PRINTS SHALL BE SUBMITTED TO THE

CITY ENGINEER AND DEVELOPER'S CIVIL ENGINEER PRIOR TO FINAL ACCEPTANCE FOR REVIEW AND APPROVAL BY THE CITY ENGINEER.

CONSTRUCTION FENCE

1. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE AROUND THE ENTIRE AREA OF

DEMOLITION AND CONSTRUCTION, INCLUDING ALL STAGING, STORAGE, CONSTRUCTION OFFICE AND LA YDOWN AREAS.

2. CONSTRUCTION FENCE SHALL BE A MINIMUM OF A 6' HIGH GAL VAN/ZED CHAIN LINK WITH GREEN WINDSCREEN FABRIC ON THE OUTSIDE OF THE FENCE.

3. CONSTRUCTION FENCE ADDRESSED IN THESE NOTES IS ONLY FOR VISUAL CONFORMANCE OF THIS CONSTRUCTION SITE TO THE CITY STANDARDS. CONTRACTOR

MAY BE REQUIRED TO PROVIDE ADDITIONAL FENCING, BARRICADES OR OTHER SAFETY DEVICES TO KEEP THE SITE SECURE AND SAFE.

Know what's below.

Call before you dig.
144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST GENERAL NOTES AND SPECIFICATIONS

MANTECA CALIFORNIA
Cop)"# @2022by Sanif•
SHEET
C1 .20
EXHIBIT C ATTACHMENT 8

GENERAL UTILITY NOTES

1. ALL TRENCHES SHALL BE BACK FILLED PER THE GEOTECHNICAL REPORT OR UTILITY OWNERS STANDARD DETAILS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL STAKE LOCATION OF ABOVE GROUND UTILITY EQUIPMENT (TRANSFORMER, GAS METER, ETC.) . l'UllaS IJIIWl1IIIIIT MIS1 S ¼~Y • LE _,,, Ult.MD lflfJ/l 1D , Jllj JI _,,, Ml'/ IEIII l'l llS' JL .U I ILU

UICIJIM

3. CA THOD/C PROTECTION SHALL BE REQUIRED ON ALL METALLIC FITTINGS AND

ASSEMBLIES THAT ARE IN CONTACT WITH THE SOIL, UNLESS SPECIF/CALLY DEEMED UNNECESSARY BY THE GEOTECHNICAL REPORT. CONTRACTOR IS RESPONSIBLE TO

FULLY ENGINEER AND INSTALL THIS SYSTEM AND COORDINATE ANODE AND TEST STATION LOCATIONS WITH THE UTILITY OWNER.

4. COMPLETE SYSTEMS: ALL UTILITY SYSTEMS ARE DELINEATED IN A SCHEMA TIC MANNER ON THESE PLANS. CONTRACTOR IS TO PROVIDE ALL FITTINGS, ACCESSORIES

AND WORK NECESSARY TO COMPLETE THE UTILITY SYSTEM SO THAT IT IS FULLY FUNCTIONING FOR THE PURPOSE INTENDED.

5. UNDERGROUND UTILITIES OR STRUCTURES ARE SHOWN IN THEIR APPROX/MA TE LOCATIONS AND EXTENT BASED UPON RECORD INFORMATION. LOCATIONS MAY NOT

HA VE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CLIENT, BY ACCEPTING THESE

PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO

ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES

RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS

EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED.

6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO COMMENCEMENT OF ANY WORK. ALL

WORK FOR STORM AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAM CONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LIN£ IF THE

CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORK

UP-STREAM, AND SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY.

7. EXISTING UTILITY CROSSINGS OF NEW PIPELINE ARE SHOWN ACCORDING TO THE BEST AVAILABLE INFORMATION. GAS, WATER AND SEWER SERVICE LATERALS ARE SHOWN ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY

THE TYPE, SIZE, LOCATION AND DEPTH OF ALL THE UTILITY CROSSING (BOTH MAINS AND LATERALS) ARE CORRECT AS SHOWN. NO GUARANTEE IS MADE THAT ALL EXISTING UTILITIES (BOTH MAINS AND LATERALS) ARE SHOWN. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN EXCAVATING AND SHALL PROTECT ALL EXISTING UTILITIES (BOTH MAINS AND LATERALS) FROM DAMAGE DUE TO HIS OPERATION.

8. VERTICAL SEPARATION REQUIREMENTS {UNLESS SPECIF/CALLY SHOWN OTHERWISE ON PLANS):

A MINIMUM OF SIX (6) INCHES VERTICAL CLEARANCE, MEASURED FROM OUTSIDE

EDGE OF PIPE, SHALL BE PROVIDED BETWEEN CROSSING UTILITY PIPES, EXCEPT

THAT THE MINIMUM VERTICAL CLEARANCE BETWEEN WATER AND SANITARY SEWER PIPELINES SHALL BE 12 INCHES AND ALL NEW WATER PIPES SHALL BE

TYPICALLY INSTALLED TO CROSS ABOVE/OVER EXISTING SANITARY SEWER PIPELINES.

WHERE NEW WATER PIPELINES ARE REQUIRED TO CROSS UNDER EXISTING

AND/OR NEW SANITARY SEWER PIPELINES, THE MINIMUM VERTICAL SEPARATION SHALL BE 12 INCHES. WATER LINE PIPE ENDS SHALL BE INSTALLED NO CLOSER THAN 10' MINIMUM HORIZONTAL DISTANCE FROM CENTERLINE OF UTILITY

CROSSINGS, WHERE FEASIBLE

9. HORIZONTAL SEPARATION REQUIREMENTS (UNLESS SPECIF/CALLY SHOWN OTHERWISE ON PLANS):

A MINIMUM HORIZONTAL SEPARATION BETWEEN NEW PIPELINES AND ANY EXISTING UTILITIES SHALL BE 5' FEET, EXCEPT THAT THE MINIMUM HORIZONTAL SEPARATION FOR WATER AND SANITARY SEWER MAIN PIPELINES SHALL BE 10' MINIMUM.

A MINIMUM HORIZONTAL SEPARATION BETWEEN NEW PIPELINES AND JOINT TRENCH SHALL BE 5 FEET.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING APPROPRIATE UTILITIES

AND REQUESTING VER/FICA TION OF SERVICE POINTS, FIELD VER/FICA TION OF LOCATION, SIZE, DEPTH, ETC. FOR ALL THEIR FACILITIES AND TO COORDINATE WORK SCHEDULES.

11. ANY EXISTING UNDERGROUND UTILITY LINES TO BE ABANDONED, SHALL BE REMOVED

FROM WITHIN THE PROPOSED BUILDING ENVELOPE AND THEIR ENDS CAPPED OUTSIDE OF THE BUILDING ENVELOP£

12. ANY PIPING TO BE ABANDONED IN PLACE SHALL BE FILLED WITH GROUT AND CAPPED.

PAVEMENT SECTIONS

1. SEE STRUCTURAL DRAWINGS FOR BUILDING SLAB SECTIONS AND PAD PREPARATIONS.

2. SEE GEOTECHNICAL REPORT FOR ALL FLATWORK AND VEHICULAR PAVEMENT SECTIONS AND BASE REQUIREMENTS.

3. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL

ALL ON-SITE IMPROVEMENTS HA VE BEEN COMPLETED, INCLUDING ALL GRADING, AND

ALL UNACCEPTABLE CONCRETE WORK HAS BEEN REMOVED AND REPLACED, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER AND/OR DEVELOPER'S CIVIL ENGINEER.

4. ALL PAVING SHALL BE IN CONFORMANCE WITH SECTION 26 "AGGREGATE BASE" AND SECTION 39 "ASPHALT CONCRETE" PER LA TEST EDITION OF CAL TRANS STANDARD SPECIF/CATIONS.

UNAUTHORIZED CHANGES AND USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONS/81.£ FOR, OR LIABlE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN Wl?ITING AND MUST BE APPROVED BY THE PREPARER OF THE PLANS.
•

DUST CONTROL NOTES

1. WATER TRUCKS SHALL BE PRESENT AND IN USE AT THE CONSTRUCTION SITE. ALL

PORTIONS OF THE SITE SUBJECT TO BLOWING DUST SHALL BE WATERED AS OFTEN

AS DEEMED NECESSARY BY THE CLIENT/INSPECTOR IN ORDER TO INSURE PROPER CONTROL OF BLOWING DUST FOR THE DURATION OF THE PROJECT.

2. ALL PUBLIC STREETS AND MEDIANS SOILED OR LITTERED DUE TO THIS CONSTRUCTION

ACTIVITY SHALL BE CLEANED AND SWEPT ON A DAILY BASIS DURING THE WORK

WEEK, OR AS OFTEN AS DEEMED NECESSARY BY THE CLIENT/INSPECTOR, OR TO THE SATISFACTION OF THE C!Tr'S DEPARTMENT OF PUBLIC WORKS.

3. ALL TRUCKS HAULING SOIL, SAND. AND OTHER LOOSE MATERIALS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE COVERS.

4. WHEEL WASHERS SHALL BE INSTALLED AND USED TO CLEAN ALL TRUCKS AND EQUIPMENT LEAVING THE CONSTRUCTION SITE. IF WHEEL WASHERS CANNOT BE

INSTALLED, TIRES OR TRACKS OF ALL TRUCKS AND EQUIPMENT SHALL BE WASHED OFF BEFORE LEAVING THE CONSTRUCTION SITE.

5. THE CONTRACTOR SHALL DEMONSTRATE DUST SUPPRESS/ON MEASURES, SUCH AS REGULAR WATERING, W1-IICH SHALL BE IMPLEMENTED TO REDUCE EMISSIONS DURING

CONSTRUCTION AND GRADING IN A MANNER MEETING THE APPROVAL OF THE CONSTRUCTION MANAGER. THIS SHALL ASSIST IN REDUCING SHORT-TERM IMPACTS FROM PARTICLES W1-IICH COULD RESULT IN NUISANCES THAT ARE PROHIBITED BY RULE 403 {FUGIT/ VE DUST}.

6. GRADING OR ANY OTHER OPERATIONS THAT CREATES DUST SHALL BE STOPPED IMMEDIATELY IF DUST AFFECTS ADJACENT PROPERTIES. THE CONTRACTOR SHALL

PROVIDE SUFFICIENT DUST CONTROL FOR THE ENTIRE PROJECT SITE IN ACCORDANCE

WITH THE PROJECT SWPPP (IF ONE EXISTS) OR AS APPLICABLE PER LOCAL REGULATIONS AT ALL TIMES. THE SITE SHALL BE SPRINKLERED AS NECESSARY TO

PREVENT DUST NUISANCE IN THE EVENT THAT THE CONTRACTOR NEGLECTS TO USE

ADEQUATE MEASURES TO CONTROL DUST, THE CLIENT RESERVES THE RIGHT TO TAKE

WA TEVER MEASURES ARE NECESSARY TO CONTROL DUST AND CHARGE THE COST TO THE CONTRACTOR.

Z THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL MEASURES AND FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS. ALL GRADING OPERATIONS SHALL BE SUSPENDED DURING SECOND (OR WORSE) STAGE SMOG ALERTS.

GENERAL SITE NOTES

1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING ON THIS WORK AND CONSIDER THE EXISTING CONDITIONS AND SITE CONSTRAINTS IN THE BID. CONTRACTOR SHALL

BE IN THE POSSESSION OF AND FAMILIAR WITH ALL APPLICABLE GOVERNING AGENCIES STANDARD DETAILS AND SPECIF/CATIONS PRIOR TO SUBMlmNG OF A BID.

2. ALL WORK ON-SITE AND IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO ALL APPLICABLE GOVERNING AGENCIES STANDARD DETAILS & SPECIF/CATIONS.

3. PRIOR TO BEGINNING WORK, AND AFTER INITIAL HORIZONTAL CONTROL STAKING,

CONTRACTOR SHALL FIELD CHECK ALL ELEVATIONS MARKED WITH (E) AND REPORT ANY DISCREPANCIES GREATER THAN 0.05' TO THE ENGINEER.

4. DAMAGE TO ANY EXISTING SITE IMPROVEMENTS, UTILITIES AND/OR SERVICES TO REMAIN SHALL BE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.

5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY

FOR JOB SITE CONDITIONS DURING THE COURSE OF 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 T.HE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE CLIENT, THE CONSUL TING

ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,

EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CLIENT OR THE CONSUL TING ENGINEER.

PROJECT SITE MAINTENANCE

1. REMOVE ALL DIRT, GRAVEL, RUBBISH, REFUSE, AND GREEN WASTE FROM STREET PAVEMENT AND STORM DRAINS ADJOINING THE SITE. LIMIT CONSTRUCTION ACCESS ROUTES ONTO THE SITE AND PLACE GRAVEL PADS AT THESE LOCATIONS. DO NOT

DRIVE VEHICLES AND EQUIPMENT OFF THE PAVED OR GRAVELED AREAS DURING WET WEATHER.

2. SWEEP OR VACUUM THE STREET PAVEMENT AND SIDEWALKS ADJOINING THE PROJECT SITE AND THE ON-SITE PAVED AREAS ON A DAILY BASIS. SCRAPE CAKED-ON MUD AND DIRT FROM THESE AREAS BEFORE SWEEPING. CORNERS AND HARD TO REACH AREAS SHALL BE SWEPT MANUALLY.

3. CREA TE A CONTAINED AND COVERED AREA ON THE SITE FOR THE STORAGE OF

BAGS, CEMENT, PAINTS, OILS, FERTILIZERS, PESTICIDES, OR OTHER MATERIALS USED

ON THE SITE THAT HA VE THE POTENTIAL OF BEING DISCHARGED INTO THE STORM

DRAIN SYSTEM THROUGH EITHER BEING WIND-BLOWN OR IN THE EVENT OF A MATER/Al SPILL.

4. NEVER CLEAN MACHINERY, EQUIPMENT OR TOOLS INTO A STREET, GUTTER OR STORM DRAIN.

5. ENSURE THAT CEMENT TRUCKS, PAINTERS, OR STUCCO/PLASTER FINISHING CONTRACTORS DO NOT DISCHARGE WASH WATER FROM EQUIPMENT. TOOLS OR RINSE CONTAINERS INTO GUTTERS OR DRAINS.

EARTHWORK QUANTITIES
CUT 1t/lXCY

FILL IR CY
BALANCE 1tllX Cl & X;DFGfi
{IF ZERO, IND/CA TE O)

THE EARTHWORK QUANTITIES SHOWN ARE PROVIDED FOR THE PURPOSE OF GRADING PERMIT APPROVAL ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CARRY OUT THE CUT/FILL,

IMPORT/EXPORT AS NECESSARY TO MEET THE DESIGN GRADES AS SHOWN ON THE PLANS REGARDLESS OF THE EST/MA TED EARTHWORK QUANTITIES AS IND/CA TED. SIGNIFICANT REVISIONS TO THE QUANTITIES NEED REVIEW BY THE CITY. FILL SHORTAGE IS ANTIC/PA TED TO COME FROM ON-SITE SPOILS ACQUIRED FROM UTILITY TRENCHES AND FOOTING SPOILS.

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR Will BE REQUIRED TO ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,· THAT THIS REQUIREMENT SHALL

BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND

CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN

PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH

THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

DATE: 07-12-2024
SCALE: N.T.S. @SAND IS BUILD ON. PROJECT No.:
• SAN DIS.NET 621021
File.· X· \P\62102I \4_ENGINEERING\2_PLAN SETS\J_SHEET SET\PHASE I \C/2I GENERAL NOTES AND SPECIF/CA TIONS.dwg Date.· Sep 26, 2024 - 8: 47 AM

BASIS OF BEARINGS
THE BEARINGS SHOWN ON T.HIS SURVEY ARE RELATED TO
THE BEARING OF SOUTH 89'38'40" EAST ON THE

CENTERLINE OF ATHERTON DRIVE, BETWEEN FOUND

MONUMENTS AS SHOWN ON THE RECORD OF SURVEY FILED
NOVEMBER 18, 2013 IN BOOK 38 OF SURVEY, AT PAGE 51,
SAN JOAQUIN COUNTY RECORDS .

BENCHMARK

THE BASIS OF ELEVATION FOR THIS SURVEY IS A CITY OF
HAYWARD BENCHMARK. THE MONUMENT IS A BRASS DISK

SET IN TOP OF CURB EAST RETURN SOUTHEAST CORNER

OF MAIN STREET AND WOODWARD AVENUE
ELEVA TION = 36.27 FEET
No. REVISION DATE BY
144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST

MANTECA CALIFORNIA
SHEET
GENERAL NOTES AND SPECIFICATIONS C1 .21
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
•

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE MOST UP TP DA TE CITY STANDARDS FOR REFERENCE PRIOR TO AND DURING CONSTRUCTION.

2. THE LA TEST COPY OF THE CITY OF MANTECA STANDARDS SHALL BE CONSIDERED PART OF THIS PLAN SET.

3. IN THE EVENT OF DISCREPANCY BETWEEN THIS PLAN SET AND CITY STANDRDS. CITY STANDARDS SHALL PREVAIL.

4. STANDARD PLAN DRAWINGS REFERENCED WITHIN THIS PLAN SET INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ORA WINGS:

DWG NO. E-4 ............... GENERAL NOTES
DWG NO. E-5 ............... GENERAL NOTES
DWG NO. E-5 ............... GENERAL NOTES
OWG NO. E-7. .............. TYPICAL LOT GRADING DETAIL
DWG NO. E-8 ............... LOT UTILITY LAYOUT
DWG NO. E-9 .............. .PROPERTY LINE RETAINING WALL DWG NO. S-3. .............. SANITARY SEWER MANHOLE 5" THRU 33" DIAMETER PIPES DWG NO. S-4 ............... SANITARY SEWER MANHOLE 36" THRU 42" DIA. PIPES DWG NO. S-5 ............... INTERSECTION FOR 24" DIAMETER PIPE & SMALLER DWG NO. S-8 ............... MANHOLE FRAME AND COVER ASSEMBLY DWG NO. S-9 .............. .PRECAST REINFORCED CONCRETE MANHOLE CONES DWG NO. S-12 ............. SEWER LATERAL
DWG NO. S-13 ............. CLEANOUT RISER
DWG NO. S-13A ........... CLEANOUT RISER FOR DEEP SEWER LATERAL DWG NO. S-14 ............. TAPPING FOR SEWER MAINS
DWG NO. S-15 ............. SEWER CONNECTION
DWG NO. 0-1 ............... STORM DRAIN MAHOLE 12" THRU 33• DIAMETER PIPPES DWG NO. 0-3 ............... MANHOLE FRAME AND COVER ASSEMBLY DWG NO. 0-5 ............... CURB INLET TYPE II
DWG NO. 0-6 ............... STORM DRAIN BASIN INLET/OUTLET STRUCTURE DWG NO. 0-7. .............. STORM WATER POLLUTION PREVENTION STORM DRAIN INLET MARKER DWG NO. ST-5 ............. SIDEWALK DETAILS
DWG NO. ST-7. ............ VERTICAL CURB, GUTTER AND SIDEWALK DWG NO. ST-BA ........... DRIVEWA Y.S FOR VERTICAL CURB AND GUTTER DWG NO. ST-BB ........... MODIFIED DRIVEWAY FOR VERTICAL CURB AND GUTTER DWG NO. ST-10 ........... DRIVE-OVER CURB, GUTTER AND SIDEWALK DWG NO. ST-11 ........... VERTICAL CURB TRANSITION TO DRIVE-OVER CURB DWG NO. ST-12 ........... WHEELCHAIR RAMP FOR 5' SIDEWALK D WG NO. ST-13. .......... WHEEL CHAIR RAMP FOR 1 O' SIDEWALK DWG NO. ST-15 ........... MONUMENT BOX DETAIL
DWG NO. ST-16 ........... STANDARD MONUMENT BOX FRAME AND COVER ASSEMBLY DWG NO. ST-18 ........... STREET SIGN INSTALLATION ON ELECTROLIER DWG NO. ST-19 ........... TRAFFIC, PARKING, AND STREET NAME SIGNS DWG NO. ST-20 ........... BARRICADE FOR STUBBED STREETS DWG NO. ST-21 ........... BARRICADE FOR ROADWAY TRANSITION DWG NO. ST-27. .......... STREET LIGHT REQUIREMENTS
DWG NO. ST-28 ........... CAST-IN-PLACE CONCRETE FOOTING DWG NO. ST-29 ........... EMBEDDED STREET POLES FOR STREET LIGHTING DWG NO. ST-34 ........... TRAFFIC MEDIAN CURBS
DWG NO. U-1 ............... PIPE MATERIALS
DWG NO. U-2A ............. LARGE DIAMETER SEWER AND STORM DRAIN PIPE DWG NO. U-2B ............. HIGH DENSITY POLYETHYLENE {HOPE} STORM DRAIN PIPE DWG NO. U-3. .............. LOCA TION OF CITY UTILITIES DWG NO. U-4 ............... TRENCH BACKFILL FOR NEW SUBDIVISION STREET DWG NO. U-5 ............... TRENCH BACKFILL IN EXISTING STREETS DWG NO. U-5 ............... TRENCH BACKFILL OUTSIDE STREET AREAS (P. U.E.} DWG NO. U-7. .............. TRENCH BACKFILL FOR P. V.C. PIPE DWG NO. U-8 ............... UNDERGROUND UTILITY CROSSING DWG NO. W-3 ............... TEMPORARY CONNECTION WATER MAIN EXTENSION DWG NO. W-4 ............... REQUIRED BEARING AREA OF THRUST BLOCK DWG NO. W-5 ............... REQUIRED BEARING AREA OF THRUST BLOCK DWG NO. W-5 ............... STANDARD VAL VE BOX
DWG NO. W-7. .............. BELOW GRADE WATER LINE BLOW-OFF DWG NO. W-8 ............... FIRE HYDRANT
DWG NO. W-BA ............. APPROVED FIRE HYDRANTS
DWG NO. W-10 ............. If AND 2" POLYETHYLENE WATER SERVICE DWG NO. W-14 ............... HOT TAPS
DWG NO. W-18 ............... AIR RELEASE VAL VE
@SAND IS BUILD ON.
• SAN DIS.NET
DATE: 07-12-2024
SCALE: N.T.S.

PROJECT No.:
621021 File.· X· \P\621021\4_£NGINEERING\2_PLAN S£TS\3_SH££T SET\PHASE 1\C/30 STANDARD DETA/LS.dwg Dote.· Sep 26, 2024 - 8:48 AM N
6"
24"LD.
. .
·:.i
ASPHALT CONCREl'E

CONCRETE COLLAR
PRECAST RElNFORCED CONCRETE
GRADE RINGS AS REQUIRED, 2'' MIN.
12• lolAX. SECTIONS.

CAST IRON MANHOLE FRAME a
COVER IP.INKERTON, FRAME PART
NO. A- 6251 COVER PART NO. A-106,
STAMPED 11SE WER" OR APPROVED
EQUAL)· t,IATCH FINISHED GRADE
PffECAST REINFORte> CONCRETE
MANHOLE CONE.

PRECAST REINFORCED CONCRETE

MANHQLE PIPE SECTIONS AS
REQUIRED.

ALL JOINTS WITH MORTAR
:~ ;•. TOP ONE HALF OF PIPE TO BE
~....---t~:.=.;r--SROKEN OUT, 3' MIN. LENGTH.

SMITARY SEWER LINE
-1__.-- C..ASS '"e" CAST IN PLACE
CONCRETE BASE .
1------ 60° ------l
NOTES-:
1, PRECAST REINFORCED CONCRETE MANHOLE UNIT SHALL CONFORM TO A.S.T . M. C-478.

2. PIPE JOINT SHALL BE WITHIN 6 INCHES OF OUTER WALLS OF MANHOLE.
3 . MANHOLE BASE TO BE TROWELED SMOOTH INSIDE.

4. ~.ANHOLE SHALL BE CLEANED IN ACCORDANCE WITH CITY OF MANTECA SPECIFICATIONS.

5. SHORT CONE TO BE USED ONLY WHEN MANHOLE DEPTH JUSTIFIES . 6 . COLLAR SHALL BE CLASS • "B" CONCRETE AND CONSTRUCTED 2 1 / 2 INCHES BELOW FINISHED GRADE.
.. N_o_, . ,.--"'-•-"-' 0
DRAWN n , C. S
--+-""-<SANITARY
ABEFITON 6• THRU
SEWER
33• DIA.

MANHOLE
PIPES ~ DIUC'tOII Of IIJ LIC W0RkS
CH"KID fl, J. PODESTA
IC&Ll1 NONE CITY OF MANTECA

DEPARTMENT OF' PUBLIC WORKS
Dll&WING Ho,
S-3 DA1l: JAN 1988
PIIINTED ON OlfPO NO. looot4 ClEAIPIINJ
LOT
X
•12
PL--._,_
\~·:\;\/):~i~-~i•i~/~J/t~-~--~~·-~-.. ~-:->r. ~~-r: -~ :- ,,,.-. -·~ ._ -.= . I::~-:~::~~?~~/ .. ·:_\~~-~~~-~:~~:-_.~:··~ f .. =~\J :~rs~ . . ·- . - - Si MIN.
s
w
NOTES:

1. SEWER LATERALS MAY BE INSTALLED ON EITHER SIDE OF THE WATER CONNECTION.

2. SEWER AND WATER SERVICES AT THE END OF A CUL-DE-SAC MAY BE LOCATED NO CLOSER THAN 2 1/2 FEET FROM THE SIDE LOT LINE. - · IV'IIID OT AIIJIIJ D¥[ ■ T :

LOT UTILITY LAYOUT , -,I?--'_
Dl:AWN ... , J. KOESTER DIHCTOR OF IIJUIUC WO KJ
CMICKIO l"I': J. PODEST4 CITY OF MANTECA OllAWIHG NO. E-8 ICALl 1 NONE DE~ARTMENT OF P'UBLIC WORKS DAU : JA~. 19881 n 1NTEO ON Ol!PO NO 1000lol UU,l"IN1
No. REVISION
5 1/2" MAX.

L
N
"'
z
0 "
u 5• w
"'
;,
'" 0 J .... w
" :.. "' ;l
;.,
NOTES

ASPHALT CONCRETE
24" LD.
":, ~ •.·· .:~~
}-~-~!----- 48" 1.0. ____ _,/·> •; ... f -:-1 .•.•
: •• ' • .i,, .
: ., .. ~-:.-,
r-.~·
e---------- 60" --------<
s·
CAST IRON MANHOLE FRAME &:

COVER (SOUTH BAY FOUNDARY,
624 rRAME. 106 COVER.

STAMPED "STORM" OR ,>PPROVEO

EQUAL)-MATCH FINISHED GRADE

CONCRETE COLLAR
PRECAST REINfORCEO CONCRETE

GRADE RINCS AS REQUIRED

PRECAST REINFORCED

CONCRETE MANHOLE CONE

PRECAST REINFORCED

CONCRETE MANHOLE PIPE

SECTIONS AS REQUIRED
GROUT A!.L JOINTS YnTH
MORTAR

TOP ONE HALF OF PIPE
TO BE BROKEN OUT.
3' MIN. LENGTH

STORM DRAIN LJNE
CLASS "B" CAST IN PLACE

CONCRETE BASE

1. PRECAST REINFORCED CONCRETE MANHOLE UNIT SHALL CONFORM TO A.S.T.M. C-478.

2. PIPE JOINT SHALL BE WllHIN 6 INCHES OF OUTER WALLS Of MANHOLE.

3. MANHOLE BASE TO BE IBOWELED SMOOTH INSIDE.
4, MANHOLE SHALL BE CLEANED IN ACCORDANCE 'NITH CITY OF MANTECA SPECIFICATIONS.

5. SHORT CONE TO BE USEO ONLY iM,EN MANHOLE DEPTH JUSTIFIES.

6. COLLAR SHALL BE CLASS "B" CONCRETE AND CONSTRUCTED 2 1 /2 INCHES BELOW FINISHED GRADE.

DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DATE BY
JAN. 2012 STORM DRAIN MANHOLE APPROVED: 3 - (. - 13'
S. FOX
12" THRU 33" DIA. PIPES /ll,.,L~
DIRECTOR = RKS K. KIM
CITYOFMAtm.CA
NOT TO SCALE PUBUC WORKS DEPARTMENT D-1
144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST

MANTECA CALIFORNIA
A
L
4" ON CENTER
PLAN
1/B"
3" X 3" X 3/B" ANGLE
3/8" RODS
3/B" X 3" BARS
A
J
2 • MAX . CLEARANCE BETWEEN BARS
3/B' X 3• BARS
3/B" ROOS
J" X J" X 3/B" ANGLE
. '• . ... :.• ' .. ..
•'• OIA. OF PIPE I .;_ .•. •
LESS 1 " ------J '. 6" THICK X 1 r WIDE CONCRETE

COLLAR ALL AROUND

BASE TO BE TROWELED

SMOOTH INSIDE
·,-·· ,
, . ,_ .
'1---- .36n. 46", 60". OR 72" DIAMETER

PRECAST REINFORCED CONCRETE

PIPE SECTI ON

STORM DRAIN PIPE

GROUT ALL JOINTS WITH MORTAR
CL.ASS "8" CAST IN PLACE

CONCRETE BASE
NO. 4 COARSE AGCREGATE
12·x12· x12·

FILTER F'ABRIC

SECTION A-A
NOTE
GRATE SHA!.L BE GALVANIZED AFTER FABRICATION.

DATE: JAN. 2012 STORM DRAIN BASIN APP_:rn / .} ~--:.;,:_:s DRAWN BY: S. FOX / /'t.,_,f J/« ~
CHECKED BY: K. KIM ,___I_N_L_E_T~/O_U_T_L_ET_S_T_R_U_C_T_U_R_E_-+-~01•='CT=o•=or~==~uc~wo=•='s'------' CITYOFMANT!CA
SCALE: NOT TO SCALE PUBLIC WORKS DEPARTMENT 0-6
SHEET
CITY STANDARD DETAILS C1 .30
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
ii!:
4"x4" WIR£ MESH
NOTES:

1. SEE LANDSCAPE PLANS FOR SCORING PATTERN ct COLOR. CONC_JOINT...J)ETAIL FOR JOINT DETAIL.
_..:.,_P=-=ED:c....=E=-=S.....:....:TR'--'-'-l~A~:..,,:.....=1....,.....=, Ca...=O....:....:N-=-C=---:.:R E=....,T~E-0

OEPTH TO MATCH

ADJACENT PAVING OR
[
BOTTOU OF ~ /4 BARS O X"SLAB_SPACING
v.HICHE'vfR IS GREATER (BOTH WAl'S) (ALL LAPS
/4 BARO X"LBAR_Sllf/J.(8JICSTAGGEREO)-~
NOTES:

1. SEE LANDSCAPE PLANS FOR SCORING PATTERN ct COLOR. CONC_JOINT...J)ETAIL FOR JOINT DETAIL.
__ V.a...=Ea.;....aHa..;...al C;;...aaU-=L ........ A"--',,~ ·--,~:;....a:O'-"-N"--=C....;....;R-=-E T ....... E"'------0 -------=-A....:....;:S:;..;_P....;....;H..:....:A-=-L T..:.....,,,·=....:..,.f,..:....:A'--'-VM:....:....:..E=N--=---T'----------10 2x10 PT HEADER

W/ CONCRETE FORM
STAKE AT 24" O.C.-~
•

AC PAVEUENT
CT... II A.8.

PT HEADER
N. T.S. 4
@SAND IS BUILD ON.
• SAN DIS.NET
J4X9" SMOOTH OOWELS
0 24" o.c.
~• (TYP.)
r
T

SEALANT
lt-·-·-~---+u-~~ .....
~~- EXPANSION JOINT

FIBER BOARO

FILLER MATERIAL

EXPANSION JOINT
~• (TYP.) T/J

CONTROL JOINT
µxr OOWELS O 24" O.C.
(OR/LL HOI.E ANO SET
DOWEL IN EPOXY}

SIDEWALK CONTACT JOINT
(2) /J REBAR J--FT LONG
AT EACH CORNER. OMIT

REBAR AT EXPANSION JOINTS

UT/L BOX
~Y---1----h.:-bLIA~ '--3•
J"

REINFORCING AT UTILITY BOX
NOTES;
1"=20"

1. REFER TO LANDSCAPE PLANS AND/OR PROJECT SPECIFICATIONS FOR JOINT SPACING.

2. REFER TO LANDSCAPE PLANS FOR SCORE PATTERN.
__ c=--co"'--'-N-'---"'C....:....:R-=-E,T-=~=-,--5• -=-J0=--'-1 N'---'-T-'----"S'----_0

NEW CURB
6"
a • •. • ., . •
• •
• • • .
• •
' •. ' ·• •
12" LONG /4 DOWELS (TYP.)
(DRILL HOLES AND SET IN EPOXY)
2• U/N. COVER ALL AROUND
/
.
/
/ /
//
. /
//•

SECTION A-A
(VERTICAL CURB)
NOTES;
··/
// / '-------;---;7 / . /
/•"

SECTION A-A
(CURB & GUTTER)

1. CLEAN ALL DUST AND DEBRIS FROU HOLES PRIOR TO SETTING DOWELS IN EPOXY.

DOWEL NEW CURB
___ T~O~E-'---'-:~:,......,.,=1·,-=-C--=---U~RB~--0
DATE: 07-12-2024
SCALE: N.T.S.

PROJECT No.:
621021
File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T SET\PHASE 1\C/40 CONSTRUCT/ON DETA/LSdwg Date.· Sep 26, 2024 - 8:48 AM No.

NOTES;
AxB T MAX PIPE OLDCASTL£

SIZE MODEL
12"x12" 4• 8" Dl-1212
18"X18" 4• 12· Dl-1818
24"X24" 4• 18" Dl-2424
J6i<J6" 6" 24" OI-J6J6
24"X48" 5• 18~J6" Dl-2448
J6"X48" 6" 24~36· Dl-3648
NOTE: MAX SIZES ARE BASEO ON PERPENDICULAR CONNECTION

SEE CATCH BASIN TOP,

COUBINA TION INLET TOP,

OR CURB OPENING INLET

TOP DETAIL FOR TOP OF
ORAIN INLET S71?/JCTURE ~
-,----"'-_rr- -- -- -- -- --n._.n
•
<o
•
• ••
•
• •
•
i---AxB---i
2• U/N. CLEAR (TYP.)
•.
•
'
•

POUR SLOPE BOTTOU

IN RELO AS REQUIRED
..

ADD TctG RISERS

AS NECESSARY
/4 REBAR O 8"
O.C. BOTH WAYS

SEE PLAN FOR

PIPE SIZE ANO
SLOPE

1. SEE PLANS FOR ORAIN INLET SIZE.

2. PRE-CAST DRAIN INLET IN UEU OF CAST-IN-PLACE INLET IS ACCEPTABLE, OLDCASTL£ OR APPROVED EQUIVALENT.

OLDCASTL£ GRATE MODEL NUMBER
AxB PEDESTRIAN• LANDSCAPE/ H20 RATED NON- TRAFFIC
12•x12• SD-1J 12X12 PEDESTRIAN TRAmc
SD-12 12X12 SD-12 12X12
18"X18" SD-1J 18X18 PEDESTRIAN TRAFFIC
SD-12 18X18 SD-12 18X18
24"X24" SD-1J 24X24 PEDESTRIAN TRAmc
SD-12 24X24 SD-12 24X24
J6i<J6" SD-1J J6XJ6 PEDESTRIAN TRAFFIC
SD-12 J6XJ6 SD-12 J6XJ6
24"X48" SD-1J 24X48 PEDESTRIAN TRAmc
SD-12 24X48 SD-12 24X48
• OR APPROVED EQUIVALENT GRATE WITH 1/4" MAX OPENINGS

GRATE PER FRAME PER GRATE
TABLE ABOllE MANUFACTURER'S

SPECIF/CATIONS
. . /4 REBAR O 12"
];· ' O.C. BOTH WA I'S
•
; ----
l AOO TctG RISERS ORAIN INLET BASE. AS NECESSARY 2
NOTES;

1. SEE PLANS FOR CA TCH BASIN SIZE AND TYPE.

2. FRAME SHALL BE ANCHORED TO CONCRETE PER MANUFACTI.IRER's SPECIF/CATIONS.

J. FOR JUNCTION BOXES (JB) IN NON-VEHICULAR AREAS ONLY, REPLACE GRATE WITH NON-SI.JP SOI.JD STffi COVER. ADD "STORM ORAIN" 7EXT TO UD. __ C=..aA.....:...Ta....;::C;....;.._;H'---=,;~-~:........-;,.S=..:..I .;....;..N _Ta....;::O;..;....P_------10

REVISION DATE BY
NOTES:

VtHEEL STOP.

SEE NOTE J. I
ACCESSIBLE SIGN.

SEE NOTE 2.
~
v.HEEL STOP.

SEE NOTE J.
;i!;:
::al
•
<:,
.I
~
L rr1 _.NO 152:i PAmG
I I 5•-0·
9'-0" MIN. MIN.
(12'-0" MIN.

FOR VAN)

STRIPES AT
J6" ON
CEN7ER
•
<:,
.I
~
- 1-INTERNATIONAL ~ I SYMBOL OF
---1. ACCESSIBILITY
9,_0• j MARKING
MIN.

ACCESSIBLE AISLE
MARKING. SEE NOTE 5.

1. TOW-AWAY SIGN R£QU/R£0 EITHER: 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREIT PARKING FACIUTY OR 2) IMMEOIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROU EACH PARKING SPACE.

2. SEE PLAN FOR LOCATION ANO TYPE OF SIGN. ACC_SIGII_OETAIL FOR POST ANO FOOTING.

J. A CURB OR KflEEL STOP SHALL 8£ PROV/OED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR llfOTH OF ADJACENT ACCESSIBLE ROU1ES.

4. VAN PARKING SPACES SHALL BE PERUITTED TO BE 9 FEET WIDE MINIMUM v.HERE THE ACCESS AISLE IS 8 FEET llfDE MINIMUM.

5. ALL PAllEMENT MARKING AND STRIPING MUST COMPLY WITH CURRENT CAUFORNIA 8/JILDING CODE SECTION 118-502.
_ ____,;,,,,,,,,;A-=-CC.=..;;E=S~S~I ~.,;;;;;.;-S~;;;;;;...., __,;;;;S;....;....T A;.......;.;L=L;..=.S _____ 0 12·
6-
24• PARKING R99C SIGN
ONLY

MINIMUM
FINE $250 /
Rl-88 SIGN AT

VAN ACCESSIBLE

PARKING SPACES
-.---....--....... .__-.....
9• VAN
_L ACCESSIBLE
i---........ -~
FOR SIGN POST AND FOOTING _ _t::::=::;;:j"j18" SIGN_FOOTING....REF ----'--'-A C=-.;C;;;;..;;;;E"-=S..=.;Sl;.=.B=LE=---;,...,~1..;......;.A=---:.:R K....;.;..l .;....;..N G=-----=S;....;...;;I G;;;..;...N;;....._@ 144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST CONSTRUCTION DETAILS

MANTECA CALIFORNIA
SHEET
C1 .40
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
ii!:
•
@SAND IS BUILD ON.
• SAN DIS.NET
PL
I

8.5' LANDSCAA BUFFER
PL
85' LANDSCAP, BUFFER
PL

0.5' CURB

1.5' GUTTER
5' SIDEWALK
9 PARKING

12.5' 17i'A l-£L LANE
40' PA 'D YtfDTH
9 PARKING

12.5' 17i'A l-£L LAN£

0.5' CURB

1.5' GUTTER
5' SIDEWALK
_______ TY_P_IC_A_L_S_5!-L~-~-ET ___ (_70_f_t) ______ 0

8.5' BIOR£7ENTTON
5' SIDEWALK

0.5' CURB

1.5' GUTTER
CL
70' RIGH OF-WAY
22' PA vlzi YtfDTH

0.5' CURB

1.5' GUTTER
11' 17i'A IEL LANE 11' 17i'A IEL LAN£

8.5' BIORETENTTON
5' SIDEWALK
----~-----~--- STREET W/ BIORETENTION (70ft) 0 2 SCALE=1:5 CL
PL
I
PL

8.5' LA SCAPE BUFFER
PL
J.5' LANDSCAPE BUFFER
5 SIDEWALK

0.5' CURB

1.5' GUTTER

0.5' CURB

1.5' GU'fTER

1.5' LANDSCAPE BUFFER
5' SIDEWALK
2' LANDSCAPE BUFFER
DATE: 07-12-2024
SCALE: N.T.S.

PROJECT No.:
621021
4 LANDSCAPE BUFFER
12' 7URNING LAN£ 12' 17i'A IEL LAN£ 24' 17i'A IEL LAN£
____ STREET ___._
W/ ____ TURNING LANE ~_ (70ft) ----L,. ___ 0 3
SCALE=1:5
No. REVISION DATE BY
144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST

MANTECA CALIFORNIA
File.· X· \P\621021 \4_ENG/NEERING\2_PLAN SETS\J_SHEET SET\PHASE 1 \C/50 TYPICAL STREET SECT/ONSdwq Dote.· Sep 26, 2024 - 8· 48 AM SHEET
TYPICAL STREET SECTIONS C1 .50
Cop)"# @2022by Sanif•
EXHIBIT C ATTACHMENT 8
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0 UTILITY NOTE 3
0 UTILITY NOTE 4
0 UTILITY NOTE 5
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0 UTILITY NOTE 7
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0 UTILITY NOTE 9
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0 UTILITY NOTE 3
0 UTILITY NOTE 4
0 UTILITY NOTE 5
0 UTILITY NOTE 6
0 UTILITY NOTE 7
0 UTILITY NOTE 8
0 UTILITY NOTE 9
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• SAN DIS.NET 621021 File.· X· \P\621021\4_£NG/NEERING\2_PLAN S£TS\3_SH££T SET\PHASE 1\C266 UTILITY PLAN.dwq Dote.· Sep 26, 2024 - 8.·53 AM I
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144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST

MANTECA CALIFORNIA

UTILITY GENERAL NOTES
I. CONTRACTOR SHALL PROTECT EXISTING MANHOLES, INLETS, CLEANOUTS, WATER VALVES, FIRE HYDRANTS, AND/OR WATER

SERVICES DURING THE COURSE OF CONSTRUCTION AND REPAIR AND/OR REPLACE IF DAMAGED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL ADJUST EXISTING MANHOLES, INLETS, CLEANOUT, WATER VALVES AND/OR FIRE HYDRANTS TO FINISH GRADE PER THESE PLANS; SEE GRADING PLANS FOR ADDITIONAL GRADING INFORMATION.

2. CONTRACTOR SHALL CONNECT TO EXISTING STORM MAIN, SEWER MAIN, WATER MAIN, /RR/GA TION MAIN, MANHOLE, AND/OR STUB. IF NECESSARY CONTRACTOR SHALL REMOVE EXISTING BLOWOFF OR CLEANOUT. CONTRACTOR SHALL EXCAVATE EXISTING BLOWOFF OR CLEANOUT. CONTRACTOR SHALL EXCAVATE EXISTING SEWER MAINS, STORM DRAIN MAINS, WATER MAINS. /RR/GA TION MAINS. MANHOLES. AND/OR STUBS AT All PROPOSED POINTS OF CONNECTION OF

LINES AND LATERALS PRIOR TO CONSTRUCTION TO VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT PRIOR TO THE INSTALLATION OF ANY PORTION OF THE PROPOSED UTILITY SYSTEM. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

3. ALL TRENCHING AND REPA TCHING FOR PROPOSED UTILITY LINES AND LATERALS SHALL BE IN STRICT ACCORDANCE WITH CITY OF MANTECA STANDARD DETAILS U-4, U-5, U-6, AND U-7 {WHERE APPLICABLE} AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

4. UTILITIES TO BE LOCATED IN THE STREET IN ACCORDANCE WITH CROSS SECTION X ON SHEET X AND CITY OF MANTECA

STANDARD DETAIL X

5. ALL UTILITIES ARE TO BE STUBBED 5' BEYOND THE END OF PROPOSED IMPROVEMENTS PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS PRIOR TO CONSTRUCTION SO THAT THE ENGINEER CAN SURVEY THE STUB LOCATION PRIOR TO BACKFILL.

WATER GENERAL NOTES

1. CONTRACTOR TO CONNECT TO EXISTING WATER MAIN (HOT TAP OR CUT IN TEE) IN STRICT ACCORDANCE WITH CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL INSTALL WATER VALVES PER CITY OF MANTECA STANDARD DETAIL W-6 AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

3. CONTRACTOR SHALL 1• RESIDENT/Al WATER SERVICE IN ACCORDANCE WITH MATERIALS SPECIFIED PER CITY OF MANTECA STANDARD DETAIL W-10 AND THE CITY STANDARD SPECIFICATIONS. LOCATION OF RESIDENT/Al WATER SERVICE SHALL BE INSTALLED PER DETAIL X ON SHEET X. PROPOSED WATER METER TO BE ¾° PER DIRECTION FROM THE COMMUNITY DEVELOPMENT DEPARTMENT.

4. CONTRACTOR SHALL INSTALL FIRE HYDRANTS PER CITY OF MANTECA STANDARD DETAIL W-8 AND W-BA AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

5. CONTRACTOR SHALL CONSTRUCT CONCRETE THRUST BLOCKS PER CITY OF MANTECA STANDARD DETAIL W-4 AND W-5 (WHERE APPLICABLE) AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

SEWER GENERAL NOTES
I. All CONNECTIONS TO EXISTING SEWER MAINS, MANHOLES, AND STUBS TO BE PERFORMED IN STRICT CONFORMANCE TO CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL INSTALL SEWER MANHOLE PER CITY OF MANTECA STANDARD DETAIL S-3, S-5, S-7, S-8, AND S-9 {WHERE APPLICABLE} AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

3. CONTRACTOR SHALL INSTALL SEWER LATERALS PER DETAIL X ON SHEET X AND THE CITY OF MANTECA STANDARD SPECIF/CA TIONS.

STORM GENERAL NOTES

1. ALL CONNECTIONS TO EXISTING STORM DRAIN MAINS, MANHOLES, AND STUBS TO BE PERFORMED IN STRICT CONFORMANCE TO CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL INSTALL STORM DRAIN MANHOLE PER CITY OF MANTECA STANDARD DETAIL D-1, D-3, AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS .

3. CONTRACTOR SHALL INSTALL STORM DRAIN CATCH BASIN PER CITY OF MANTECA STANDARD DETAIL D-5 AND D-7, AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

4. CONTRACTOR SHALL INSTALL 78" LANDSCAPE INLET PER DETAIL X ON SHEET X AND PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS .

5. CONTRACTOR SHALL INSTALL STORM DRAIN BASIN/OUTLET STRUCTURE WITHIN THE PROPOSED BASIN PER CITY OF MANTECA STANDARD DETAIL D-6 AND THE QTY OF MANTECA STANDARD SPECIF/CATIONS.

6. CONTRACTOR SHALL INSTALL 60" FRENCH DRAIN PER DETAIL X ON SHEET X AND PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

7. CONTRACTOR SHALL STORM DRAIN OUTFALL STRUCTURE PER DETAIL X ON SHEET X AND PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

8. STORM DRAIN SYSTEM OPERATION AS FOLLOWS: AT INTERIOR INTERSECTION, WATER DRAINS THROUGH THE CURB CUTS INTO A BIO-RETENTION POND. PONDING WATER DEEPER THAN 6" THEN FLOWS INTO THE INLETS, THROUGH THE STORM SYSTEM AND CDS UNIT BEFORE FLOWING INTO THE FRENCH DRAINS. WATER BUILDS UP AND FILLS THE FRENCH DRAIN BEFORE UL TIMA TEL Y OVER TOPPING A WEIR STRUCTURE AND FLOWING INTO THEE EXISTING BASIN.

IRRIGATION GENERAL NOTES

CONTRACTOR MUST BE AWARE THAT CONSTRUCTION ON OR NEAR /RR/GA TION LINES MUST BE ACCOMPLISHED BETWEEN OCTOBER 15 AND FEBRUARY 15 OF ANY YEAR. BETWEEN THE DATES OF FEBRUARY 15 AND OCTOBER 15 IRRIGATION LINES

WILL BE USED FOR IRRIGATION PURPOSED AND ONLY AND AS SUCH, UNLESS SPECIAL ARRANGEMENTS ARE MADE WITH THE DISTRICT, CONSTRUCTION WILL NOT BE ALLOWED.

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EXHIBIT C ATTACHMENT 8
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144-490 QUINTAL ROAD PROJECT

MULTI-FAMILY EAST

MANTECA CALIFORNIA

UTILITY GENERAL NOTES

1. CONTRACTOR SHALL PROTECT EXISTING MANHOLES, INLETS, CLEANOUTS, WATER VALVES, FIRE HYDRANTS, AND/OR WATER

2. CONTRACTOR SHALL CONNECT TO EXISTING STORM MAIN, SEWER MAIN, WATER MAIN, /RR/GA TION MAIN, MANHOLE, AND/OR STUB. IF NECESSARY CONTRACTOR SHALL REMOVE EXISTING BLOWOFF OR CLEANOUT. CONTRACTOR SHALL EXCAVATE EXISTING BLOWOFF OR CLEANOUT. CONTRACTOR SHALL EXCAVATE EXISTING SEWER MAINS, STORM DRAIN MAINS, WATER MAINS, /RR/GA TION MAINS, MANHOLES, AND/OR STUBS AT All PROPOSED POINTS OF CONNECTION OF

3. ALL TRENCHING AND REPA TCH/NG FOR PROPOSED UTILITY LINES AND LATERALS SHALL BE IN STRICT ACCORDANCE WITH CITY OF MANTECA STANDARD DETAILS U-4, U-5, U-6, AND U-7 (WHERE APPLICABLE} AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

4. UTILITIES TO BE LOCATED IN THE STREET IN ACCORDANCE WITH CROSS SECTION X ON SHEET X AND CITY OF MANTECA

STANDARD DETAIL X
5 ALL UTILITIES ARE TO BE STUBBED 5' BEYOND THE END OF PROPOSED IMPROVEMENTS PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS PRIOR TO CONSTRUCTION SO THAT THE ENGINEER CAN SURVEY THE STUB LOCATION PRIOR TO BACKFILL.

WATER GENERAL NOTES

1. CONTRACTOR TO CONNECT TO EXISTING WATER MAIN (HOT TAP OR CUT IN TEE) IN STRICT ACCORDANCE WITH CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL INSTALL WATER VALVES PER CITY OF MANTECA STANDARD DETAIL W-6 AND THE CITY OF MANTECA STANDARD SPECIF/CA TIONS.

3. CONTRACTOR SHALL 1" RESIDENT/Al WATER SERVICE IN ACCORDANCE WITH MATERIALS SPECIFIED PER CITY OF MANTECA STANDARD DETAIL W-10 AND THE CITY STANDARD SPECIF/CATIONS. LOCATION OF RESIDENTIAL WATER SERVICE SHALL BE INSTALLED PER DETAIL X ON SHEET X. PROPOSED WATER METER TO BE ¾" PER DIRECTION FROM THE COMMUNITY DEVELOPMENT DEPARTMENT.

4. CONTRACTOR SHALL INSTALL FIRE HYDRANTS PER CITY OF MANTECA STANDARD DETAIL W-8 AND W-8A AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

5. CONTRACTOR SHALL CONSTRUCT CONCRETE THRUST BLOCKS PER CITY OF MANTECA STANDARD DETAIL W-4 AND W-5 (WHERE APPLICABLE) AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

SEWER GENERAL NOTES
I. All CONNECTIONS TO EXISTING SEWER MAINS, MANHOLES, AND STUBS TO BE PERFORMED IN STRICT CONFORMANCE TO CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL INSTALL SEWER MANHOLE PER CITY OF MANTECA STANDARD DETAIL S-3, S-5, 5-7, S-8, AND S-9 (WHERE APPLICABLE} AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

3. CONTRACTOR SHALL INSTALL SEWER LATERALS PER DETAIL X ON SHEET X AND THE CITY OF MANTECA STANDARD SPECIF/CA TIONS.

STORM GENERAL NOTES

1. ALL CONNECTIONS TO EXISTING STORM DRAIN MAINS, MANHOLES, AND STUBS TO BE PERFORMED IN STRICT CONFORMANCE TO CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

2. CONTRACTOR SHALL INSTALL STORM DRAIN MANHOLE PER CITY OF MANTECA STANDARD DETAIL D-1, D-3, AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

3. CONTRACTOR SHALL INSTALL STORM DRAIN CATCH BASIN PER CITY OF MANTECA STANDARD DETAIL D-5 AND D-7, AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS.

4. CONTRACTOR SHALL INSTALL 18" LANDSCAPE INLET PER DETAIL X ON SHEET X AND PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

5. CONTRACTOR SHALL INSTALL STORM DRAIN BASIN/OUnET STRUCTURE WITHIN THE PROPOSED BASIN PER CITY OF MANTECA STANDARD DETAIL D-6 AND THE CITY OF MANTECA STANDARD SPECIF/CATIONS .

6. CONTRACTOR SHALL INSTALL 60" FRENCH DRAIN PER DETAIL X ON SHEET X AND PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

7. CONTRACTOR SHALL STORM DRAIN OUTFALL STRUCTURE PER DETAIL X ON SHEET X AND PER THE CITY OF MANTECA STANDARDS AND SPECIF/CATIONS.

8. STORM DRAIN SYSTEM OPERATION AS FOLLOWS: AT INTERIOR INTERSECTION, WATER DRAINS THROUGH THE CURB CUTS INTO A BIO-RETENTION POND. PONDING WATER DEEPER THAN 6" THEN FLOWS INTO THE INLETS, THROUGH THE STORM SYSTEM AND CDS UNIT BEFORE FLOWING INTO THE FRENCH DRAINS. WATER BUILDS UP AND FILLS THE FRENCH DRAIN BEFORE ULTIMATELY OVERTOPPING A WEIR STRUCTURE AND FLOWING INTO THEE EXISTING BASIN.

IRRIGATION GENERAL NOTES

CONTRACTOR MUST BE AWARE THAT CONSTRUCTION ON OR NEAR IRRIGATION LINES MUST BE ACCOMPLISHED BETWEEN OCTOBER 15 AND FEBRUARY 15 OF ANY YEAR. BETWEEN THE DA TES OF FEBRUARY 15 AND OCTOBER 15 /RR/GA TION LINES

WILL BE USED FOR /RR/GA TION PURPOSED AND ONLY AND AS SUCH, UNLESS SPECIAL ARRANGEMENTS ARE MADE WITH THE DISTRICT, CONSTRUCTION WILL NOT BE ALLOWED.
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FIBER ROLL

INLET PROTECTION
---- APPROX/MA TE AREA OF CONSTRUCTION DISTURBANCE
-AREA TO COMPLY WITH REQUIREMENTS IN PROJECT
SWPPP

WATER POLLUTION
CONTROL NOTES:

A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT LOCATION SHOWN IS APPROX/MA TE. CONTRACTOR TO PROVIDE LOCATION WHERE APPROPRIATE.

8. THIS PLAN REPRESENTS POSSIBLE WATER POLLUTION CONTROL MEASURES INCLUDING EROSION CONTROL AND SEDIMENT CONTROL.

C. EXISTING SURFACES SHALL BE UNDISTURBED TO THE EXTENT PRACTICAL.

D. GROUND WATER SHALL NOT BE DISCHARGED WITH STORM WATER. GROUND

WATER DEWA TERING OPERATIONS SHALL BE COORDINATED AS NEEDED WITH OWNER.

E. CONTRACTOR SHALL PROVIDE EFFECTIVE SOIL COVER FOR AREAS or

CONSTRUCTION ACTIVITY THAT HA VE BEEN DISTURBED AND ARE NOT SCHEDULED TO BE ACTIVE FOR AT LEAST 14 DAYS.

F. ALL EROSION CONTROL AND SEDIMENT CONTROLS TO BE OBTAINED INSTALLED AND MAINTAINED AS REQUIRED IN PROJECT SWPPP.

G. CONTRACTOR TO INSTALL RUN-ON AND RUN-OFF CONTROL MEASURES

ACCORDING TO PLANS OR AS NECESSARY TO ENSURE SEDIMENT IS NOT TRANSPORTED FROM SITE.

H. CONTRACTOR TO PROVIDE BACK-UP EROSION PREVENTION MEASURES (SOIL STAB/LIZA TION) WITH SEDIMENT CONTROL MEASURES SUCH AS STRAW WA ffiES, SILT FENCE, GRAVEL INLET FILTERS, AND/OR SEDIMENT TRAPS OR BASINS. ENSURE CONTROL MEASURES ARE
ADEQUATE, IN PLACE, AND IN OPERABLE CONDITIONS. SEDIMENT

CONTROLS, INCLUDING INLET PROTECTION, ARE NECESSARY BUT SHOULD BE A SECONDARY DEFENSE BEHIND GOOD EROSION CONTROL MEASURES.

I. STOCKPILE LOCA TION{S) TO BE DETERMINED BY THE CONTRACTOR.

COORDINATE WITH SITE QSP.

J. ALL CONCRETE TRUCKS TO USE CHUTE WASH BUCKETS FOR CONCRETE

RINSE, ALL CONCRETE PUMPS TO CAPTURE CONCRETE RINSE IN
SECONDARY CONTAINMENT AND PROPERLY DISPOSE.

K. STREET SWEEPING SHALL BE CHECKED DAILY TO ENSURE DEPOSITED SEDIMENT AND DEBRIS DOES NOT ENTER THE STORM DRAIN SYSTEM. USE

REGENERATIVE VACUUM STREET CLEANER TO MIT/GA TE AIR AND WATER POLLUTION.

RUNOFF THAT HAS CONTACTED AMENDED SOIL AREAS SHALL NOT BE ALLOWED TO LEA VE THE SITE OR ENTER THE STORM DRAIN SYSTEM.

SEE SHEET C7. 00 FOR BUILDING 2100 EROSION CONTROL.

EROSION AND SEDIMENT CONTROL PLAN
Cop)"# @2022by Sanif•
SHEET
C7.1
EXHIBIT C ATTACHMENT 8
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CIVIL IMPROVEMENT PLANS FOR:
144-490 U I NT AL ROAD

PROJECT

SINGLE FAMILY PHASE NORTH

MANTECA,CA
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IL
O' 1r 40' Ir
11NCH = BOFT
No. REVISION DATE BY
11,
PREPARED FOR:

OWNERS:

QUARTERRA MULTIFAMILY
492 9TH STREET. SUITE JOO
OAKLAND, CA 9460 7
CONTACT: TYLER WOOD
PREPARED BY:

PREPARED BY:

SANDIS ENGINEERING
636 9TH STREET
OAKLAND, CA 9460 7
T.· (510) 590-3400
CONTACT: MICHAEL KUYKENDALL
144-490 QUINTAL ROAD PROJECT

SINGLE FAMILY PHASE NORTH

MANTECA CALIFORNIA
File.· X· \P\621021\4_ENG/NEERING\2_PLAN SETS\J_SHEET SET\PHASE JN\C/10 COVER SHEETdwg Date: Sep 26, 2024 - /0·09 AM ~II

VICINITY MAP
N.T.S.

CIVIL SHEET INDEX
Cl.IQ COVER SHEET
C1.20 GENERAL NOTES AND SPECIF/CATIONS
Cl.21 GENERAL NOTES AND SPECIF/CATIONS
Cl.JO CITY STANDARD DETAILS
Cl.SO TYPICAL STREET SECTIONS
C2.11 TOPOGRAPHIC SURVEY &: DEMOLITION PLAN - SOUTH
C2.12 TOPOGRAPHIC SURVEY &: DEMOLITION PLAN - NORTH
C2.21 CALCULATED SITE PLAN - SOUTH
C2.22 CALCULATED SITE PLAN - NORTH
C2.J1 STREET LIGHTING &: STRIPING PLAN - SOUTH
C2.J2 STREET LIGHTING &: STRIPING PLAN - NORTH
C2.41 GRADING AND DRAINAGE PLAN - SOUTH
C2.42 GRADING AND DRAINAGE PLAN - NORTH
C2.50 WALL PLAN
C2.61 COMPOSITE UTILITY PLAN - SOUTH
C2.62 COMPOSITE UTILITY PLAN - NORTH
C6.11 STREET A PLAN &: PROFILE - STA 105+0D TO 110+50
C6.12 STREET A PLAN &: PROFILE - STA 110+50 TO 115+50
C6.1J STREET A PLAN &: PROFILE - STA 115+50 TO 118+50
C6.20 STREET B PLAN &: PROFILE - STA 125+00 TO 131+48
C6.JO STREET C PLAN &: PROFILE - STA 85+00 TO 90+43
C6.40 STREET D PLAN &: PROFILE - STA 95+50 TO 100+44
C7.1 EROSION AND SEDIMENT CONTROL PLAN

ASSOCIATED IMPROVEMENT PLANS

LANDSCAPE PLANS - STREETSCAPE
PREPARED BY: TBD
TITLED: TBD
CURRENT DA TE: TBD

JOINT TRENCH
PREPARED BY: TBD
TITLED: TBD
CURRENT DA TE: TBD

VESTING MAP
PREPARED BY: SANDIS CIVIL ENGINEERS
TITLED: 144-49D QUINTAL RD. VESTING MAP
CURRENT DA TE: 01/30/2023

ATHERTON IMPROVEMENT
PREPARED BY: SANDIS CIVIL ENGINEERS
TITLED: 144-490 QUINTAL RD ATHERTON IMPROVEMENT
CURRENT DA TE: 01/J0/2023

SOUTH SAN JOAQUIN IRRIGATION DISTRICT

APPROVED SUBJECT TO THE DATA SHOWN, THE CITY OF MANTECA

AND THE UNDERSIGNED ARE NOT RESPONSIBLE FOR ERRORS AND/OR OMISSIONS THAT MA Y BE PRESENT ON THESE PLANS.
{NAME} DATE

ENGINEERING DEPARTMENT MANAGER

EXISTING PROPOSED

SA WCUT AND CONFORM LINE --------

RETAINING WALL
A.C. PAVEMENT
CONG. VALLEY GUTTER
CONG. SIDEWALK OR PAD I , , .. . . -~ I
6" CURB & GUTTER
EDGE OF A.C. PAVEMENT EP
6" VERTICAL CURB

FLOW LINE
CHAIN LINK FENCE --• •- --• •-

GAS MAIN G
2·
C

CAP AND PLUG END
AIR RELEASE VAL VE ■ ARV
~ ,
ACCESSIBLE RAMP il n
CONCRETE THRUST BLOCK ----..

REDUCER f,1111
SANITARY SEWER MANHOLE 0 ~ SANITARY SEWER CLEANOUT SS&O ssco •
STORM DRAIN MANHOLE @0 ~ STORM DRAIN AREA DRAIN □ •
STORM DRAIN CATCH BASIN CB I!!!
STORM DRAIN CURB INLET ~ ~

ABBREVIATIONS

AB - AGGREGATE BASE

AC - ASPHALT CONCRETE

AD - AREA DRAIN

ADA - AMERICANS 'MTH DISABILITIES ACT

ASB - AGGREGATE SUBBASE

BC - BEGINNING OF CURVE

BFP - BACK FLOW PREVENTOR

BLDG - BUILDING CORNER

BLDG - BUILDING

BOD BOTTOM OF DOCK

BOL - BOLLARD

BOS - BOTTOM OF STEP
BOW - FG @ BOTTOM OF WALL

BVC - BEGIN VERTICAL CURVE

BW - BACK OF WALK

C - CONCRETE OR CIVIL

C&G - CURB AND GUTTER

CB - CATCH BASIN
Cl - COMB/NA TION INLET

C/P - CAST IRON PIPE

CL - CENTER LINE OR CLASS

CMP - CORRUGATED METAL PIPE
co - CLEANOUT
COi - CURB OPENING INLET

CONG - CONCRETE

CONST - CONSTRUCTION OR CONSTRUCT

CY - CUBIC YARD

DCDA - DOUBLE CHECK DETECTOR ASSEMBLY

DI - DROP INLET

DIP - DUCTILE IRON PIPE

DOM - DOMESTIC

DW - DOMESTIC WATER

DWG - DRA'MNG

E - EAST

EC END OF CURVE

EP - EDGE OF PAVEMENT

ER - END OF RETURN

EVC - END VERTICAL CURVE

ELEV - ELEVATION
EX., EXIST. - EXISTING

FC - FACE OF CURB

FDC - FIRE DEPARTMENT CONNECTION

FF - FINISHED FLOOR

FG - FINISHED GRADE

FH - FIRE HYDRANT

FL - FLOW LINE

FOUND - FOUNDATION

FS - FINISHED SURFACE

FT - FOOT

FW - FIRE WATER

G - GROUND ELEVATION

GB - GRADE BREAK

GV - GATE VALVE

HCR - ACCESSIBLE RAMP

HP - HIGH POINT
/NV - INVERT ELEVATION

JP - JOINT POLE

JT - JOINT TRENCH

LIP - LIP OF GUTTER

LP - LOW POINT

LSA - LANDSCAPE ARCHITECT

MAX - MAXIMUM

MEP - MECHANICAL/ELECTRICAL/PLUMBING

MH - MANHOLE

MIN - MINIMUM

MPVC - MIDPOINT OF VERTICAL CURVE

MON - MONUMENT

N - NORTH
N.I.C. - NOT IN CONTRACT

NO - NUMBER

NTS - NOT TO SCALE
p - PAVEMENT ELEVATION

PCC - PORTLAND CEMENT CONCRETE/
POINT OF CONTINUOUS CURVA TUR£

PIV - POST IND/CA TOR VAL VE

PL - PROPERTY LINE

PMH - POWER MANHOLE

POC - POINT ON CURVE
pp - POWER POLE
PRC - POINT OF REVERSE CURVA TUR£

PVC - POLYVINYL CHLORIDE PIPE

R - RADIUS

RC - RELATIVE COMPACTION

RCP - REINFORCED CONCRETE PIPE

RPPA - REDUCED PRESSURE PRINCIPLE ASSEMBLY

R/W RIGHT OF WAY
s - SLOPE OR SOUTH
S.A.D. - SEE ARCHITECTURAL DRAWINGS

SB - SEDIMENT BASIN

SD - STORM DRAIN

5.£.D. - SEE ELECTRICAL DRA 'MNGS

SF - SILT FENCE

SG - SUBGRADE
S.L.D . - SEE LANDSCAPE DRAWINGS
S.M.D. - SEE MECHANICAL DRAWINGS

SMH - SIGNAL MANHOLE
S.P.D. - SEE PLUMBING DRAWINGS
55 - SANITARY SEWER

STA - STATION

STD - STANDARD
5/W - SIDEWALK

TC - TOP OF CURB

TD - TRENCH DRAIN

TOD - TOP OF DOCK

TOE - TOE OF SLOPE

TOS - TOP OF STAIR
TOW - FG @ TOP OF WALL

TS - TOP OF SLAB

TYP - TYPICAL

UON - UNLESS OTHERWISE NOTED

U/G - UNDERGROUND

VC - VERTICAL CURVE
11M - WATER METER

WV - WATER VALVE
w - WEST

WWF - WELDED WIRE FABRIC

W/ - WITH
DATE: 07-12-2024
SCALE: N.T.S.

PROJECT No.:
621021
File.· X· \P\621021\4_ENG/NEERING\2_PLAN SETS\J_SHEET SET\PHASE JN\C/20 GENERAL NOTES AND SPEC/FICAT/ONS.dwg Date.· Sep 26, 2024 - 10.·/0 AM