ATHERTON DRIVE BUENA INYO AVE JIGSAW AVE VISTADR
POLK STREET
STREET W
STREET X
STREET Y STREET O STREET P STREET Q STREET R
STREET U
STREET V
STREET Y STREET O STREET P VERAMONTE AVE
TANNEHILL DRIVE
PARK/ SCHOOL SITE PILLSBURY RD VERAMONTEAVE
STREET T
STREET S
POLK ST BUENA VISTA DRIVE STREET A STREET B STREET C INYO AVE STREET D JIGSAW AVE STREET E STREET F
STREET L
STREET J STREET I
STREET M STREET N
STREET K
MONO STREET
STREET H
STREET G
STREET H
STREET K VERAMONTE AVE STREET Q
MONO STREET INYO AVE JIGSAW AVE
STREET H STREET R
STREET Y
PARCEL 'A'
PARK/
PARCEL 'B'
STORMWATER BASIN
PARCEL 'C'
STORMWATER BASIN
ANTONE RAYMUS PARKWAY ANTONE RAYMUS PARKWAY DATE REVISION NO. DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY:
SHT
PROJECT NO.
OF CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF: 5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690 ENGINEERS PLANNERS SURVEYORS SAN JOAQUIN COUNTY 25224.000 MAY 2022
12 HAT RANCH TENTATIVE MAP- TRACT NO. 3782 CITY OF MANTECA CHRISTIAN T. RAGAN RCE # 60473 D R A F T AS SHOWN
HAT RANCH
TENTATIVE MAP - TRACT NO. 3782
VICINITY MAP
1" = 2000'
SEDAN AVE
THIS TENTATIVE MAP WAS APPROVED
WITH CONDITIONS ON ______________
1 COVER SHEET
2 EXISTING CONDITIONS
3 STREET CROSS SECTIONS (HAT RANCH WEST)
4 STREET CROSS SECTIONS (HAT RANCH EAST)
5 SITE PLAN (HAT RANCH WEST)
6 SITE PLAN (HAT RANCH EAST)
7 UTILITY PLAN (HAT RANCH WEST)
8 UTILITY PLAN (HAT RANCH EAST)
9 GRADING PLAN (HAT RANCH WEST)
10 GRADING PLAN (HAT RANCH EAST)
11 PFIP EXHIBIT
12 PRELIMINARY PHASING PLAN
GENERAL NOTES:
SHEET DESCRIPTION
SHEET INDEX
PROPOSED PUBLIC UTILITY EASEMENT
EXISTING RIGHT-OF-WAY / PROPERTY LINE
EXISTING EASEMENT
EXISTING WATER PIPE
EXISTING SEWER PIPE (GRAVITY)
LEGEND
PROJECT BOUNDARY
PROPOSED PROPERTY LINE
PROJECT SITE COVER SHEET
1 BEING A PORTION OF SECTION 15 AND 16, T.2S., R.7E., M.D.B.&M.
CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
PROPOSED WATER PIPE
PROPOSED STORM DRAIN PIPE (GRAVITY)
PROPOSED SEWER PIPE (GRAVITY)
EXISTING CENTERLINE
PROPOSED CENTERLINE MANTECA RD
STATE ROUTE 120 (MAIN ST)
STATE ROUTE 99 AUSTIN RD
PROPOSED STORM PIPE (FORCEMAIN)
PROPOSED RIGHT-OF-WAY
AREA
LAND USE
INTERIOR PUBLIC STREET R/W
PARCEL B, PARK (PD-PARK)
LAND USE / ACREAGE SUMMARY
HALF-PLEX RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
UNITS
40 291
17.1 ± AC.
3.5 ± AC.
47.5 ± AC.
PARCEL C, SCHOOL SITE (P-QP)
ATHERTON DRIVE PUBLIC STREET R/W
ANTONE RAYMUS PUBLIC STREET R/W
TOTAL 331 81.8 ± AC.
3.9 ± AC.
WOODWARD AVE PILLSBURY RD
PILLSBURY ROAD PUBLIC STREET R/W 2.9 ± AC.
EARTHWORK (CY) ESTIMATED CUT (CY)
CONSOLIDATION
(0.2' ON FILL AREA)
TRENCH SPOILS
PRELIMINARY EARTHWORK CALCULATIONS
SHRINKAGE
(20% OF CUT)
UNADJUSTED
VOLUME
ESTIMATED FILL (CY)
203,000
18,000
185,000
TOTAL
143,000
37,000
18,000
198,000
NOTE:
PRELIMINARY EARTHWORK QUANTITIES ARE SUBJECT TO CHANGE DURING FINAL DESIGN
HAT (WEST)HAT (EAST) HAT (WEST)HAT (EAST)
123,000
18,000
105,000 85,000
21,000
22,000
128,000
WEST & EAST
326,000
36,000
290,000
WEST & EAST
228,000
58,000
40,000
326,000
HALF-PLEX CLUSTER RESIDENTIAL
PARCEL A, PARK (PD-PARK)
HAT RANCH WEST
UNITS AREA
343
2.2 ± AC.
16.1 ± AC.
9.3 ± AC.
18.7 ± AC.
6.1 ± AC.
46.5 ± AC.
407
4.0 ± AC.
HAT RANCH EAST
UNITS AREA
2.2 ± AC.
16.1 ± AC.
9.3 ± AC.
35.8 ± AC.
3.5 ± AC.
94 ± AC.
7.9 ± AC.
2.9 ± AC.
TOTALS ---- 64
6.9 ± AC.
----
----
----
----
----
102.9 ± AC.
634
40 738
6.1 ± AC.
6.9 ± AC.
184.7 ± AC.
1) OWNER: APN 226-140-040
APN 226-120-100
APN 226-120-110
RIVERSIDE LHC, LTD
3161 MICHELSON DRIVE, SUITE 425
IRVINE, CA 92612
APN 226-370-062
CITY OF MANTECA
(FORMER OWNER
PILLSBURY ROAD PARTNERS)
2) APPLICANT: RICHLAND PLANNED
COMMUNITIES INC.
3000 LAVA RIDGE CT, SUITE 115
ROSEVILLE, CA 95661
3) CIVIL ENGINEER: MACKAY & SOMPS CIVIL
ENGINEERS, INC.
5142 FRANKLIN DRIVE, SUITE B
PLEASANTON, CA 94588
(925) 225-0690
4) GEOTECHNICAL ENGINEER: ENGEO INC.
17278 GOLDEN VALLEY PARKWAY
LATHROP, CA 95330
(209) 835-0610
5) ASSESSOR'S PARCEL NUMBERS: 226-140-040, 226-370-062, 226-120-100 & 226-120-110
6) TOTAL AREA: 184.6± ACRES
7) NUMBER OF RESIDENTIAL LOTS: 738
8) SUBJECT PROPERTY SHOWN TO BE IN ZONE 'X' ON THE
FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD
INSURANCE RATE MAP 06077C0640F (AREAS DETERMINED TO
BE OUTSIDE THE 0.2% ANNUAL CHANCE FOODPLAIN)
9) ALL STREET IMPROVEMENTS, STREET LIGHTS, WATER, SEWER
AND STORM DRAIN UTILITY SYSTEMS TO BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF MANTECA STANDARD PLANS
AND SPECIFICATIONS AND MASTER UTILITY PLANS OR AS
OTHERWISE APPROVED BY PUBLIC WORKS DIRECTOR.
STREETS, WATER, SEWER AND STORM DRAIN SYSTEMS TO BE
PUBLICLY OWNED AND MAINTAINED.
POTABLE WATER: CONNECTION TO CITY OF MANTECA
WATER SYSTEM
SANITARY SEWER: CONNECTION TO CITY OF MANTECA
SEWER SYSTEM
STORM DRAIN: CONNECTION TO SSJID LATERAL "X"
10) GAS AND ELECTRIC SERVICE TO BE PROVIDED BY PACIFIC GAS & ELECTRIC. INSTALLATION SHALL BE UNDERGROUND IN
ACCORDANCE WITH CITY REQUIREMENTS.
11) EXISTING POWER POLES AND OVERHEAD POWER LINES THAT
CONFLICT WITH IMPROVEMENTS SHALL BE RELOCATED,
REMOVED OR UNDERGROUNDED.
12) TELEPHONE SERVICE TO BE PROVIDED BY VERIZON,
INSTALLATION SHALL BE UNDERGROUND IN ACCORDANCE WITH
CITY REQUIREMENTS.
13) PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL
INTERIOR STREETS, UNLESS OTHERWISE NOTED OR APPROVED
BY PUBLIC WORKS DIRECTOR.
14) EXISTING GENERAL PLAN DESIGNATION: UR-LDR, CMU, AND P. 15) PROPOSED GENERAL PLAN DESIGNATION: LDR, PARK,
PUBLIC/QUASI-PUBLIC.
16) EXISTING ZONING: AG-40 (SAN JOAQUIN COUNTY)
17) PROPOSED ZONING: PD-R1, PD-PARK, PUBLIC/QUASI-PUBLIC (CITY OF MANTECA)
18) CONTOUR INTERVAL IS AS SHOWN. THE ELEVATION DATUM IS PER CITY OF MANTECA BENCH MARKS (NGVD29).
19) UTILITY LOCATIONS AND LOT DIMENSIONS ARE PRELIMINARY AND SUBJECT TO FINAL ENGINEERING DESIGN.
20) GRADING INFORMATION AS SHOWN IS PRELIMINARY AND SUBJECT TO FINAL ENGINEERING DESIGN.
21) THE PROJECT WILL BE PHASED. MULTIPLE FINAL MAPS MAY BE FILED
ON THE LANDS SHOWN ON THIS VESTING TENTATIVE MAP IN
ACCORDANCE WITH ARTICLE 4, SECTION 66.456.1 OF THE
SUBDIVISION MAP ACT.
22) THE BOUNDARY AS SHOWN IS COMPILED FROM RECORD
INFORMATION AND DOES NOT REPRESENT A SURVEY OF THE
PROPERTY.
23) UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF
APPROVAL, LOCAL AGENCY APPROVAL OF THIS MAP SHALL
CONSTITUTE AN EXPRESSED FINDING THAT THE PROPOSED DIVISION
AND DEVELOPMENT OF THE PROPERTY WILL NOT UNREASONABLY
INTERFERE WITH THE FREE AND COMPLETE EXERCISE OF RIGHTS DESCRIBED IN GOVERNMENT CODE SECTION 66436(a)(3)(A)(i). ----
ANTONE RAYMUS PARKWAY ATHERTON DRIVE SEDAN AVE
Exhibit "B" ATTACHMENT 13
VELDSTRA GEORGE & H
226-140-05
RIVERSIDE LHC LTD
226-120-11
226-140-07
BROCCHINI FARMS
226-140-16
BKB INVESTMENTS LLC
226-140-11
226-140-12
PLANT SCIENCES INC
RIVERSIDE LHC LTD
226-120-10
226-120-22
SILAGI
RANDALL
226-120-21
VAN VUREN
SHERWOOD
& J A
226-120-20
VAN LAAR JAMES & LYNDA
226-120-19
VAN ELDEREN DANIEL
& JUDITH
226-120-18
BURGESS
WILLIAM F JR
226-120-17
CAMBRA
KAREN ANN M
226-120-16
BS LAND COMPANY LLC
EX. DIRT ROAD
EX. DIRT ROAD
EX. FENCE
EX. DIRT ROAD
EX. FENCE
EX. DIRT ROAD
EX. FENCE
EX. FENCE
EX. DIRT ROAD
NOTE: EXISTING UTILITY POLES
NOT WITHIN EASEMENT (TYP.)
PILLSBURY ESTATES
EVANS ESTATES
EX. 30' SSJID
EASEMENT
(SEE NOTE 8)
EX. RESIDENCE
EX. CONCRETE
DRIVEWAY
EX. STRUCTURES
EX. 15' SSJID
EASEMENT
BK 3002 PG 150
EXCEPTION 6
EX. CONCRETE
DRIVEWAY SEDAN AVE
INC ETAL
226-140-08
BROCCHINI FARMS
INC ETAL
EX. SSJID STRUCTURE
SEDAN AVE
EVANS ESTATES
EX. 30' SSJID
EASEMENT
N89°31'42"W 2644.57' BNDY N0°16'44"W 1710.07' BNDY
N89°39'50"W
34.16' BNDYN0°15'53"W 386.81' BNDY
N89°39'18"W 2651.90' BNDY
SILAGI
RANDALL
226-140-04
RIVERSIDE LHC LTD
PARCELS 1 AND 2
OF PRELIMINARY
TITLE REPORT
ORDER NO.
0192-5373639 PILLSBURY RD
WOODWARD PAK
EX. 15' SSJID EASEMENT
BK 3002 PG 150
EXCEPTION 6
EX. 30' SSJID
EASEMENT
BK 3002 PG 150
EXCEPTION 6
EX. 40' ROAD RESERVATION
BK A VOL 470 PG 163
EXCEPTION 5
EX. 20' SSJID EASEMENT
BK A VOL 470 PG 163
EXCEPTION 5
226-370-062
CITY OF MANTECA (FORMER PILLSBURY ROAD PARTNERS, LLC)
PARCEL 5
OF PRELIMINARY TITLE REPORT ORDER NO. 0192-5373639
RIGHT-OF-WAY TO BE VACATED AND QUITCLAIMED TO
RICHLAND PLANNED COMMUNITIES INC.
C1
N89°40'09"W
330.16' BNDY
C2
N88°45'09"W
58.84' BNDY
C3
C4
C5
C7C9
C8
N0°20'10"E 47.75' BNDY
N89°39'50"W 2042.51' BNDY
N46°09'35"E 38.86' BNDY
C6
MONO STREET VERA
AVE
MONTE ATHERTON DRIVE
PARCEL 'A' PER TRACT MAP 3777
EXISTING IMPROVEMENTS TO BE REMOVED. CONCRETE TURNOUT
AREA TO BE REMOVED, CURB TO REMOVED, REALIGNED, & REPLACED Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
Radius
20.00'
267.00'
57.00'
277.00'
57.00'
43.00'
383.00'
20.00'
275.00'
Delta
71°02'25"
0°22'30"
17°24'37"
10°37'32"
17°03'07"
12°12'42"
3°28'38"
113°19'27"
5°09'47"
Length
24.80'
1.75'
17.32'
51.37'
16.96'
9.16'
23.24'
39.56'
24.78' EXISTING CONDITIONS
2 NOTES:
1. THE BOUNDARY SHOWN IS COMPILED FROM RECORD INFORMATION AND DOES NOT REPRESENT THE RESULTS OF A FIELD SURVEY.
2. THE EASEMENTS/EXCEPTIONS SHOWN ARE PER THE PRELIMINARY TITLE REPORT BY FIRST AMERICAN TITLE COMPANY DATED JUNE 23, 2021 (ORDER NUMBER 0192-5373639).
3. REFER TO TREE REPORT BY HORTSCIENCE DATED MAY 2013 FOR EXISTING TREES.
4. EXISTING PRIVATE GAS PIPES AND / OR ELECTRICAL SYSTEMS TO BE REMOVED.
5. AERIAL TOPO WAS FLOWN ON 04-01-2013 BY GEOMAPS (NGVD 29)
6. SUPPLEMENTAL TOPO SHOTS WERE TAKEN ON 10/13/2014 BY MACKAY & SOMPS. SOME SSJID FACILITIES MAY HAVE SUBSEQUENTLY BEEN REMOVED OR RELOCATED.
7. ALL EXISTING STRUCTURES ON SITE TO BE REMOVED WITH THE APPLICABLE PHASE
OF DEVELOPMENT
8. EX. 30' SSJID EASEMENT SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 26, PAGE 19. EASEMENT IS NOT LISTED AS AN EXCEPTION IN THE TITLE REPORT REFERENCED ABOVE.
9. EXISTING IMPROVEMENTS WITHIN PARCEL 'A' OF TRACT MAP 3777 TO BE REMOVED.
EXISTING CONCRETE TURNOUT AREA ADJACENT TO PARCEL 'A' TO BE REMOVED AND CURB TO BE RECONSTRUCTED.
10. ALL EX. SSJID EASEMENTS TO BE ABANDONED BASED ON PROPOSED RELOCATIONS AND NEW EASEMENTS. DATE REVISION NO. DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY:
SHT
PROJECT NO.
OF CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF: 5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690 ENGINEERS PLANNERS SURVEYORS SAN JOAQUIN COUNTY 25224.000 MAY 2022
12 HAT RANCH TENTATIVE MAP- TRACT NO. 3782 CITY OF MANTECA CHRISTIAN T. RAGAN RCE # 60473 D R A F T AS SHOWN Exhibit "B" ATTACHMENT 13
2' 5' 36' 50' R.O.W.SIDE WALK ROLLED CURB ROLLED CURB 8' 10' 10' 8' TRAVEL LANE TRAVEL LANE PARKING PARKING A NTS 50' ROW TYPICAL INTERIOR STREET WITH MONOLITHIC SIDEWALK (STREET A,B,C,E,F,G,I,J,K,L,M,N,INYO AVE,JIGSAW AVE NOT ALONG PARK FRONTAGE) 44' ROLLED* CURBNTS 60' ROW TYPICAL INTERIOR COLLECTOR (STREET D, STREET H, POLK, ST, BUENA VISTA DR) 8' 14' 14' 8' TRAVEL LANE TRAVEL LANE PARKING PARKING 3' 4' TRAVEL LANE TRAVEL LANE R.O.W. SIDE WALK 7' PARKING PARKING 76' ROW NTS
E ROLLED CURB PILLSBURY ESTATES PILLSBURY ROAD EXISTING CL EX ROW ROLLED CURB 90' ROW NTS
F PILLSBURY ROAD (ANTONE RAYMUS TO STREET K) 12' MEDIAN R.O.W. R.O.W. VERTICAL CURB VERTICAL CURB PL 20' 8' 66' 12' 12' 7' MEDIAN 12' 90' EX PUE 10' 10' PUE 7' 12' 12' 7' TRAVEL LANE TRAVEL LANE PARKING PARKING (STREET K TO MONO STREET) 40' 50' 8' 12' 12' 8' TRAVEL LANE TRAVEL LANE PARKING PARKING C NTS 50' ROW INTERIOR STREET WITH MONOLITHIC SIDEWALK ALONG PARK (INYO AVE,JIGSAW AVE) VARIES LAND- SCAPE VARIES LAND- SCAPE 4' SIDE- WALK R.O.W. * VERTICAL CURB ALONG PARK FRONTAGE 4' 5' 2' R.O.W. SIDE WALK PUE10' 4' 5' SIDE WALK ROLLED CURB PUE 10' 4' 5' SIDE WALK VERTICAL CURB PUE10' 4.5' R.O.W. R.O.W. 3' 5' R.O.W.SIDE WALK ROLLED CURB PUE 10' 4' 60' 5' 3' R.O.W. SIDE WALK PUE10' 4' B 3' *JOINT TRENCH TO BE LOCATED IN ROW * SSJID IRRIGATION LINE & JOINT TRENCH TO BE LOCATED IN ROW 13' 10' PUE 108' ROW (HAT RANCH FRONTAGE) D1 ULTIMATE ANTONE RAYMUS PARKWAY NTS 20' 108' 20' WALL 65.5' ROW (HAT RANCH FRONTAGE) INTERIM ANTONE RAYMUS PARKWAY (TO BE CONSTRUCTED WITH HAT RANCH) VARIES 8' LAND- SCAPE VARIES LAND- SCAPE WALL WALL S/W S/W ROW 14' TRAVEL LANE HAT RANCH (NORTH SIDE) FUTURE RIGHT-OF-WAY AND IMPROVEMENTS (BY OTHERS) VERTICAL CURB PL VERTICAL CURB 11' * SSJID & JOINT TRENCH IMPROVEMENTS TO BE LOCATED IN ROW 11' BIKE LANE 5' TRAVEL LANE TRAVEL LANE MEDIAN 11' 11' BIKE LANE 5' TRAVEL LANE ULTIMATE STRIPING & MEDIAN IMPROVEMENTS (BY OTHERS) WALL VARIES LAND- SCAPE VARIES LAND- SCAPE VARIES S/W WALL CL 11.5' PFIP IMPROVEMENTS 7' 7' 65.5' 42.5' THE EXISTING SSJID PIPE IS LOCATED HORIZONTALLY APPROXIMATELY AT THE PROPERTY LINE. THE DEPTH OF THE PIPE HAS NOT BEEN CONFIRMED 7' TRAVEL LANE HAT RANCH (NORTH SIDE) VERTICAL CURB PFIP * SSJID & JOINT TRENCH IMPROVEMENTS IMPROVEMENTS TO BE LOCATED IN ROW 20' 65.5' INTERIM STRIPING 5' LAND- SCAPE 5' LANDSCAPE 10' S/W PL 13.5' LEFT TURN LANE VARIES 1.5-13' TRAVEL LANE 12' 38.5' 11.5' *TEMP MEDIAN CURB *TEMP PVMT TEMP SLOPE EG CL ULTIMATE *TO BE REMOVED WITH CONSTRUCTION OF ULTIMATE IMPROVEMENTS 4.5' 5' LAND- SCAPE 5' LANDSCAPE 10' S/W 27' 27' 106' ROW (EVANS ESTATES FRONTAGE) D2 ULTIMATE ANTONE RAYMUS PARKWAY NTS * THE PREVIOUSLY APPROVED DESIGN OF THE PARKWAY ALONG THE EVANS ESTATES FRONTAGE SHOWS AN INVERTED CROWN (I.E. SLOPED TOWARD THE CENTER MEDIAN). THE EVANS ESTATES FRONTAGE SHALL BE REDESIGNED TO A TYPICAL CROWN SECTION. 19' 106' 14' 19' TRAVEL LANE HAT RANCH (NORTH SIDE) FUTURE RIGHT-OF-WAY AND IMPROVEMENTS (BY OTHERS) VERTICAL CURB PL VERTICAL CURB 11' * SSJID & JOINT TRENCH IMPROVEMENTS TO BE LOCATED IN ROW 11' BIKE LANE 5' TRAVEL LANE TRAVEL LANE MEDIAN 11' 11' BIKE LANE 5' TRAVEL LANE ULTIMATE STRIPING & MEDIAN IMPROVEMENTS (BY OTHERS) WALL VARIES LAND- SCAPE VARIES LAND- SCAPE VARIES S/W WALL CL 11.5' PFIP IMPROVEMENTS 7' 7' 53.0' 53.0' 5' LAND- SCAPE 5' LANDSCAPE 9' S/W 27' 27' 95' R.O.W. R.O.W. VERTICAL CURB 95' ROW ULTIMATE ENTRY ONTO PILLSBURY ROAD NTS
G VERTICAL CURB
PLEX (ALONG RIGHT TURN LANE) 20' 20' * SSJID IRRIGATION LINE TO BE LOCATED IN ROW 12' 8' LAND- SCAPE WALL WALL S/W 12' 12' 12' 19' LEFT-TURN LANE (1) TRAVEL LANE(2) RIGHT-TURN LANE TRAVEL LANE 30' 25' 19' TRAVEL LANE HAT RANCH (NORTH SIDE) VERTICAL CURB PL 13.5' * SSJID & JOINT TRENCH IMPROVEMENTS TO BE LOCATED IN ROW 13.5' TRAVEL LANE INTERIM STRIPING WALL 7' 53.0' 5' LAND- SCAPE 5' LANDSCAPE 9' S/W 27.0' 53' ROW (EVANS ESTATES FRONTAGE) INTERIM ANTONE RAYMUS PARKWAY PFIP IMPROVEMENTS MEDIAN CURB TEMP SLOPE EG THE EXISTING SSJID PIPE IS LOCATED HORIZONTALLY APPROXIMATELY 0-6' SOUTH OF THE PROPERTY LINE. THE DEPTH OF THE PIPE HAS NOT BEEN CONFIRMED 20' 25' 25' 20' VARIES 8' LAND- SCAPE VARIES LAND- SCAPE S/W *JOINT TRENCH TO BE LOCATED IN ROW 1) LEFT TURN LANE SHOWN WILL BE A STRIPED MEDIAN IN INTERIM CONDITION 2) TRAVEL LANE WILL BE LEFT TURN LANE IN INTERIM CONDITION
BUENA VISTA DRIVE
INYO AVE
JIGSAW AVE
PILLSBURY RD ANTONE RAYMUS PARKWAY
STREET A
BUENA VISTA DR
STREET B
STREET C
INYO AVE
STREET D
JIGSAW AVE
STREET E
STREET F STREET H STREET L STREET J
STREET I STREET M STREET N STREET K POLK ST STREET G
STREET CROSS SECTIONS - WEST
3 DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN
Exhibit "B" ATTACHMENT 13
B NTS 60' ROW TYPICAL INTERIOR COLLECTOR WITH MONOLITHIC SIDEWALK STREET H,Q (V TO ANTONE RAYMUS),R (V TO Y),V,Y ROLLED CURB NTS C TYPICAL MOTORCOURT 12' 12' 24'
A NTS 50' ROW TYPICAL INTERIOR STREET WITH MONOLITHIC SIDEWALK STREET O,P,S,T,U,V (S TO Q),W,X,Y (O TO Q) 13' 14' TRAVEL LANE TRAVEL LANE R.O.W. R.O.W. HAT RANCH ADJACENT PROPERTY 112' ROW NTS E VERTICAL CURB VERTICAL CURB 14' MEDIAN RESIDENTIAL PFIP IMPROVEMENTS ULTIMATE ATHERTON DRIVE PL 56' 112' ROLLED CURB * VERTICAL CURB ALONG PARK FRONTAGE 2' 5' 36' 50' R.O.W.SIDE WALK ROLLED CURB ROLLED CURB 8' 10' 10' 8' TRAVEL LANE TRAVEL LANE PARKING PARKING 44' ROLLED* CURB 8' 14' 14' 8' TRAVEL LANE TRAVEL LANE PARKING PARKING PUE 10' 4' 5' 2' R.O.W. SIDE WALK PUE10' 4' 3' 5' R.O.W.SIDE WALK ROLLED CURB PUE 10' 4' 60' 5' 3' R.O.W. SIDE WALK PUE10' 4' 8' 22' LANDSCAPE & MEANDERING SIDEWALK TRAVEL LANE 11' 11' BIKE LANE 5' TRAVEL LANE 7' WESTBOUND TRAVEL LANE HAT RANCH (NORTH SIDE) PL 13.5' 13.5' EASTBOUND TRAVEL LANE VARIES LAND- SCAPE 8' SIDE- WALK LAND- SCAPE VARIESPROPOSED RIGHT-OF-WAY & IMPROVEMENTS WITH HAT RANCH (INTERIM STRIPING WITH HAT RANCH IMPROVEMENTS)TEMPORARY LANDSCAPING 7' * SSJID & JOINT TRENCH IMPROVEMENTS TO BE LOCATED IN ROW WALL WALL 8' S/W S/W WALL ULTIMATE STRIPING (BY OTHERS) FUTURE RIGHT-OF-WAY AND IMPROVEMENTS (BY OTHERS) 56' ROW INTERIM ATHERTON DRIVE (TO BE CONSTRUCTED WITH HAT RANCH) 7' TEMPORARY GRADING & LANDSCAPING. SLOPE TO CONFORM TO EXISTING GROUND (2% MIN/3:1 MAX). CONSTRUCT RETAINING WALL WITHIN R/W IF REQUIRED. EX GROUND LAND- SCAPE VARIES VARIES LAND- SCAPE 108' ROW (HAT RANCH FRONTAGE) D1 ULTIMATE ANTONE RAYMUS PARKWAY NTS 20' 108' 20' 65.5' ROW INTERIM ANTONE RAYMUS PARKWAY (TO BE CONSTRUCTED WITH HAT RANCH) 14' TRAVEL LANE HAT RANCH (NORTH SIDE) FUTURE RIGHT-OF-WAY AND IMPROVEMENTS (BY OTHERS) VERTICAL CURB PL VERTICAL CURB 11' * SSJID & JOINT TRENCH IMPROVEMENTS TO BE LOCATED IN ROW 11' BIKE LANE 5' TRAVEL LANE TRAVEL LANE MEDIAN 11' 11' BIKE LANE 5' TRAVEL LANE ULTIMATE STRIPING & MEDIAN IMPROVEMENTS (BY OTHERS) WALL VARIES LAND- SCAPE VARIES LAND- SCAPE VARIES S/W WALL CL 11.5' PFIP IMPROVEMENTS 7' 7' 65.5' 42.5' THE EXISTING SSJID PIPE IS LOCATED HORIZONTALLY APPROXIMATELY 7' SOUTH OF THE PROPERTY LINE. THE DEPTH OF THE PIPE HAS NOT BEEN CONFIRMED 7' TRAVEL LANE HAT RANCH (NORTH SIDE) VERTICAL CURB PFIP * SSJID & JOINT TRENCH IMPROVEMENTS IMPROVEMENTS TO BE LOCATED IN ROW 20' 65.5' INTERIM STRIPING 5' LAND- SCAPE 5' LANDSCAPE 10' S/W PL 13.5' LEFT TURN LANE VARIES 1.5-13' TRAVEL LANE 12' 38.5' 11.5' *TEMP MEDIAN CURB *TEMP PVMT TEMP SLOPE EG CL ULTIMATE *TO BE REMOVED WITH CONSTRUCTION 4.5' OF ULTIMATE IMPROVEMENTS 5' LAND- SCAPE 5' LANDSCAPE 10' S/W 115.5' ROW (HAT RANCH FRONTAGE) D3 ULTIMATE ANTONE RAYMUS PARKWAY NTS RIGHT-TURN LANE ONTO PILLSBURY ROAD 15' 115.5' 20' 14' TRAVEL LANE HAT RANCH (NORTH SIDE) FUTURE RIGHT-OF-WAY AND IMPROVEMENTS (BY OTHERS) VERTICAL CURB PL VERTICAL CURB 11' * SSJID & JOINT TRENCH IMPROVEMENTS TO BE LOCATED IN ROW 11' BIKE LANE 5' TRAVEL LANE TRAVEL LANE MEDIAN 11' 11' BIKE LANE 5' TRAVEL LANE ULTIMATE STRIPING (BY OTHERS) WALL VARIES LAND- SCAPE VARIES LAND- SCAPE VARIES S/W WALL CL 11.5' PFIP IMPROVEMENTS 7' 7' 42.5' 5' LANDSCAPE 10' S/W 12.5' RIGHT-TURN LANE 14' MEDIAN 27' 27' 14' MEDIAN 40' 27' 73.0' STREET H STREET U STREET V STREET W STREET X STREET Y
STREET O
STREET P
VERAMONTE AVE
STREET Q
STREET R STREET U STREET V STREET Y
STREET O
STREET P ANTONE RAYMUS PARKWAY PARK SCHOOL
ATHERTON DRIVE
PILLSBURY ROAD KEY MAP SEE ENLARGED DETAIL HEREON STREET K STREET T
STREET S
EX SEDANAVE
ATHERTON DRIVE INTERIM EDGE OF PAVEMENT (TYP) FUTURE MEDIAN ISLAND (TYP) FUTURE MEDIAN ISLAND ANTONE RAYMUS PARKWAY
STREET CROSS SECTIONS-EAST
4 DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN INTERIM IMPROVEMENTS AT EXISTING SEDAN AVENUE INTERSECTION Exhibit "B" ATTACHMENT 13
306
INYO AVE
JIGSAW AVE
102'
53' 28' 26'
22' 32'74
157'
' 103'131'
103'
105'
113'
109' 110' 50' 59'
102'
118'
118' 152' 49' 34' 9'
117'132'
39' 4
7' 39' 57' 13'
57' 17'
34' 112'
58' 14'21' 53'26'
46' 60'
97' 1'
58'
24'37'
27'28'
67' 67'
63' 50' 31'
43' 62' 96'
34' 31' 64'
47' 39' 22'
68' 22'
164'157'
30' 52'
81'
91'
50'29'
88' 65' 27'
131'
114'
110'
110'
110'
110'
110'
110'
110'
110'
99' 11'
76' 33' 65' 65' 65' 65' 65' 65' 65' 65' 58' 12'
5 2' 64' 111' 131' 130' 130' 129' 129' 128' 128' 127' 118' 136' 129'
111'
116'
115'
114' 91' 104' 50' 50' 50' 55'
85' 165' 75'
50' 50' 50' 50' 50' 57' 60' 58' 117' 117' 117' 117' 118' 117' 118' 117' 118' 117' 64' 53' 53' 64' 106'
106'
106' 58' 57' 40' 40' 31' 31' 60' 58'
50' 117' 117' 117' 117' 117' 117' 118' 118' 118' 118' 64' 53' 53' 65' 50' 50' 50' 50' 57' 50' 50' 50' 50' 50' 50' 89' 13' 166' 58' 58' 58' 55' 60' 60' 127'126' 63'
134' 60'
55' 55' 55' 55' 55' 55' 55' 55' 57' 125' 59' 59'
105' 59' 110' 70'
129' 120' 126' 125' 125' 124' 123' 123' 122' 51' 60'
58' 111' 111'
58' 111' 111'
58' 111' 111'
58' 111' 111'
58' 111' 111'
58' 111' 111'
65'
73'
60' 60' 60' 60' 87' 111' 111'
63' 111' 111' 111' 111' 111' 111'31' 54' 63' 63' 63'
62' 118' 118'
62' 62' 117' 116'
62' 50' 31' 77'
90'
110'
110'
110'
110'
110'
110'
110'
110' 85' 65' 65' 65' 65' 65' 65' 65' 85'
148' 141' 98' 60' 102' 11'
50' 50' 50' 50' 50' 50' 65' 50' 50' 98' 53' 65' 65' 65' 65' 65' 65' 65' 75' 148' 93' 77' 65' 60' 40' 57' 40' 64' 41' 63' 60' 40' 63' 57' 57' 57' 60'
73'
73' 60' 60' 51' 51' 60' 60' 51' 50' 50'
63' 110' 110' 110' 110' 110' 110' 107' 107' 110' 110' 110' 110' 110' 110' 106' 106' 130'
104'
110'
110' 60' 50' 50' 60'
53'
53' 110' 110'
60' 110' 110'
60'
24' 110' 110'
36' 109' 110'
67' 31' 90' 27'
72'
60'
60' 60'
60' 60' 79'
63' 63' 63' 63' 54' 31' 91' 91'
74' 63' 63' 63' 63' 71' 65' 65' 65' 65' 65' 65' 65' 66' 36' 53' 33' 302 301 17 1819 20 24 57 56 55 58 54 16 25 326 324 23 21 22 12 11 10 9 8
7 6
5 4
3 2 1 1514 13 317 321 281 280 279 278 322325 327 318 275 274 276 273 272 267 268 269 270 271 291 290 289 288 287 286 285 284 283 263 264 265 257 266 258 259 261 262 260 299 298 297 296 305 295 294 293 292 63'
63'
66'
66'
53'
73'
73'
73'
53' ANTONE RAYMUS PARKWAY POLK STREET
BUENA VISTA
STREET A
BUENA VISTA DRIVE
STREET B
STREET C
INYO AVENUE
STREET D
JIGSAW AVENUE
STREET E
STREET F STREET H STREET L STREET J
STREET I STREET M STREET N STREET K MONO STREET PARCEL 'A' PARK/STORMWATER BASIN (INCLUDES 4.9± AC OF PARK USE & 2.0± AC WATER QUALITY BASIN) 218 217 216 215 214 213 210 212 219 220 221 222 223 224304 225 316 107 106 105 104 103 102 99 100 101 9392 319 98 97969594 6970 73 74 6761626364 227 228 208 229 230 231 209 308 6566 72 68 9091 320 86878889 78 77 76 82838485 323 79 8081 254 253 252 251 303256 255 250 246 245 244 243300 249 248 247 199 193 203 197 205 204 201 202 196 195 194 192 186 200 182 187 179 190 185 183 188 189 191 181 180 178 226 184 198 207 307 282 50' 50' 50' 50' 50' 50' 50'
50' 50' 50' 50' 50' 57'
50' 50' 50' 50' 50' 57' 86'
86' 45' 53' 53' 44'
50' 86' 45' 53' 53' 44'
86' 57' 50' 50' 50' 50' 50' 50' 50' 45'
82' 22'
16'
43' 31'
43'
43'
43'
106'
106'
63'
63'
63' 31'
50'
63'
63'
50' 50' 50' 57'
14' 51' 101' 101'
45'
45'
57'
57'
57'
57' 57' 65'
57' 57' 121' 121' 121' 121' 121' 121'
57' 121' 121' 121' 121'
57' 57'
57'
57'
57'
57' 57' 121'
57' 52' 71'
57' 121'
57' 72'
52' 60' 41' 90' 90'
45'
65'
45' 110'
57'
57'
57' 110' 110'
57' 57'
57' 57'
57' 57'
57' 110'
57' 110'
57' 57' 57'
57' 57'
57' 52' 60' 40'
72' 57' 50'50' 31'
52' 40' 50' 50' 40' 31' 31' 31'40' 50' 50' 40'31'
43'
43'
55' 55'
55' 55'
55' 55' 55' 55' 36'
55' 51' 51' 40'31' 40' 31'
46'
46'
58' 58' 58'
55'
58'
55'
58'
55'
58'
36'
45' 34' 91' 91' 59' 34'
27' 55'
45' 58' 58'
55'
58'
55'
58'
55'
58' 58'
55' 55' 52' 31' 40' 51' 51' 40' 31'
66'
45' STREET G 315 314 313 312 311 310 309 109 110 111 112 113 114 115 116 121 122 123 124 125 126 127 128 129 130 131 117 118 4142 40 47 46 45 44 43 33 34 35 36 37 38 39 50 49 48 31 32 30 29 282726 328 329 3305253 51 331 176 237 236 235 241 240 239 238 232 158 159 160 161 132 133 137 138 139 140 134 135 136 141 142 145 153 146 147 148 149 150 143 151 144 152 154 155 156 157 162 163 166 167 165 164 168 169 170 171 172 173 174 175 89'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
82'
100'
100'
100'
100'
100'
100'
100'
100'
90'
169'
111'
110' 110' 60' 63'50'
63'
63' 122'
60'
78'
66'
58' 50' 22'39' 21'39' 21' 39'21' 39'21' 39'21'39' 21'39' 21'39' 21' 70' 60' 60' 60' 60' 60' 54' 79' 50' 61' 60' 60' 60' 60' 60' 60' 60' 65'
79'
66' 27' 29'
47'
51' 9' 12'
58' 58' 62' 7'
43' 31' 40' 50' 65' 40' 31'
43' 40'
21' 59' 55' 2
9' 25' 7' 60' 60' 32'
53' 26' 65' 60' 110' 125'4'
59' 30' 6059
100' 45' 60' 60' 45'
100'
100'
80'
80' 125' 125' 125' 125' 125' 125' 125' 125' 125' 125' 105' 105' 125' 125' 125' 125' 125' 125' 125' 125' 125' 125' 65' 60' 60' 65' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 40'
40' 53'
60' 53' 53'
53'
53'
53'
53'
53'
53'
53'
53'
53'
53'
53'
53'
53'
53' 53'
53' 53' 31' 31'
81'
110'
110'
110'
110'
110'
110'
110'
110'
110'
103' 50' 50' 105' 45' 50' 50' 50' 50' 50' 50' 50' 50' 22' 122'
134' 117'
87' 46' 12'
19'125'
52' 125'
52' 6'
52' 125'
52' 52' 52' 125' 6'
46'12'
40'18' 125'
52' 52' 52' 52' 125' 125' 125'
34'
24'
28' 30'
22'
36'
16'125'
52' 125'
42' 10'
52'
52' 65' 60'
80' 31' 45' 60' 60' 45'31'
100'
100'
100'
80' 60' 65' 125' 125'
62' 58' 58' 58' 125' 125' 125'
58' 58' 125' 125'
58' 58' 125'
58' 13' 115' 125'
168'
100'
110'
110'
110'
80' 58' 58' 45' 14'
76'
163' 125' 125'
72'
72' 50' 50' 71' 51' 31' 50' 50' 51' 31' 31' 50'
72'
72' 40' 50' 60'
122' 277 82' 31'
60' 119' 31'83' 242 STREET H
PILLSBURY ROAD FUTURE RIGHT-OF-WAY (BY OTHERS)
DRIVE 25'
52' 62' 62' 62' 62' 62'
26' 25'
55' 54' 55' 55' 55' 55' 55' 24' 55' 50' 24'
187'
257' 31' 483' 31'
181'
76' 200' 72'
11'586'
33' 68' 31' 21' 14' 40'
39'
47' 4' 25' 14' 75 108 71 209 211 233 234 119 177 206 120 37'18' 50' 14' 31' 25' 4'
46' 41' 43' 9'
25' 31' 31' 31' 31' 31' 31' 31'
25'
21' 57'
45' 21'25' 31' 14'
80' 31' 31' 31' 31' 31' 19' 57' 35'
19' 51' 19'
110'
110'
107' 110' 110' 110' 110' 110' 110' 110' 5'
19' 6'
51'
34'
57' 2'2
5'
2 5' 39' 1'
53' 46' 4'
25' 31' 31'
63' 31' TRANSITION R/W 11.5' 6'
28'
106'
23' 67'
SITE PLAN - WEST
5 DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN
Exhibit "B" ATTACHMENT 13
ATHERTON DRIVE ANTONE RAYMUS PARKWAY STREET H
STREET O
STREET P
STREET Q
STREET R STREET U STREET V STREET W STREET H STREET X STREET Y PARCEL 'B' PARK/STORMWATER BASIN (6.4± AC OF PARK USE, 2.5± AC WATER QUALITY BASIN, 0.4± AC WELL SITE) STREET K STREET T
STREET S
VERAMONTE AVE
VERAMONTE AVE MONO STREET
PILLSBURY ROAD FUTURE RIGHT-OF-WAY (BY OTHERS) FUTURE RIGHT-OF-WAY (BY OTHERS) 511 510 509 508 514 513 512 703 470 472 474 630 631 632 633 634 635 636 637 638 639 640 578 579 580 581 582 583 584 585 586 587 588 532 533 534 527 528 529 530 531 522 523 524 517 518 519 520 521 538 537 544 543 542 541 540 539 425 426 427 429 434 435 439 440 678 679 682 683 686 687 690 691 694 695 698 699 604 605 606 607 608 609 610 611 612 613 614 717 733 720 736 721 708 724 725 712 728 713 729 716 732 723 722 735 719734 718 731 715 730 714 727 726 416 627 626 625 624 623 622 621 620 619 618 617 601 600 599 598 597 596 595 594 593 592 591 738 402 441 629 641 628 603 615 616 602 590 577 589 479 469 526 545 502 507 575 574 573 572 571 570 569 568 567 566 565 525 535 536 576 564 675 422 421 710 702 516 515 495 494 493 492 499 491 498 497 496 485 486 487 488 484 709 685 701 505 552 562 684 700 551 561 504 681 697 550 560 503 680 696 549 558 677 693 501 548 557 692 547 556 689 546 555 688 704 506 554 737 420 419 418 417 414 413 412 411 410 408 407 406 405 404 403 345 346 347 348 349 350 351 355 358 357 352 353 354 356 359 360361362363364 654 655 365 657 656 658 659 660 661 662 663 664 665 666 667 674 673 672 671 670 669 668 369 370 371 372 467 468 647 648 649 642 650 643 651 644 645 646 335 337 336 332 334 333 652 653 460 452 453 454 455 456 457 458 459 477 481 478 475 476 480 482 471 473 553 559 423 424 415 428 430 431 432 433 409 436 437 438 343 342 341 340 339 338 344 373 374375 377 378 379 384 376 380 381 382 383 385 386 387 388 389 390 391 392 393 394 395 396 397 398 400 401 399 445 367 446 444 443 442 447 448 449 450 451 368366 461 462 463 464 465 466 483 490 711 489 563 676 705 706 707 46' 54' 54' 54' 54' 54' 44' 113' 113' 112' 112' 111' 111' 104' 133' 95' 70' 70' 31' 80' 80' 31' 44'
64'
44' 100'
54' 54' 54' 54' 66' 100' 100' 100' 100' 80' 80' 31'46' 31' 46' 54' 54' 54' 54' 54'
69' 69' 69' 68' 70' 70' 70' 70' 70' 70' 70' 70'
80'
80' 80'
100'
80' 62' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 62' 31' 31' 31' 31' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 42' 42' 52' 52' 52' 52' 31' 35' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 35'31' 40' 109' 108' 108' 107' 106' 106' 105' 105' 96' 107'
104'
108'
109'
112'
114'
115'
115'
115'
115'
115'
116'
116'
115'
115'
116'
116'
116'
115'
116'
116'
115'
85' 73' 73' 73' 73' 73' 73' 73'
14' 50' 50' 50' 50' 50' 50' 50'
55' 5'
40' 10'
35' 15'
30'
20'
25'
25'
20'
30' 15'
35' 10'
40' 5'
56' 31'80' 80' 31'
40'
35' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 50' 50' 50' 50' 50' 50' 50' 41'
36' 45' 45' 45' 45' 45' 45' 45' 45'
55' 45' 45' 45' 45' 45' 45' 45' 45' 56' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 31'80' 80'31' 35'
35'
45' 45' 45' 45' 45' 45' 45' 45' 36'
36' 45' 45' 45' 45' 45' 45' 45' 45'
82'
102'
102'
102'
102'
102'
102'
102'
102'
102'
102'
102'
102'
82' 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 55' 82'
102'
102'
102'
102'
102'
102'
102'
102'
102'
102'
102'
102'
82' 31'35' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 35' 31' 108'
128'
128'
128'
128'
128'
128'
128'
128'
128'
128'
128'
128'
108' 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 55' 108' 31'
128'
128'
128'
128'
128'
128'
128'
128'
128'
128'
128'
128'
108' 31' 35' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 35' 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 55' 109' 110'
110'
110'
110'
110'
110'
110'
110'
110'
110'
110'
110'
90'
90'
89'
109'
109'
109'
109'
109'
109'
109'
109'
109'
109'
109'
89'31' 35' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 35'31' 31' 31' 35' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 35' 79' 68' 68' 68' 69' 68' 69' 68' 68' 68' 68' 69' 68' 69' 68' 68' 15'
69' 59' 51'
69' 52'
69' 69' 69' 59' 54' 59' 53' 59' 59' 54' 59' 55'
69' 59' 56'
69'
69' 68' 68' 69' 68' 68' 68' 59'31' 59' 57'
68' 59' 57' 59' 58' 69'
68' 68' 59' 59' 69'
69' 59' 60'
68'
69' 59' 60'
68'
69' 59' 56' 5' 61' 57' 59' 58' 69'
48'
72' 83' 73' 73' 73' 73' 73' 73' 73' 74' 73' 73' 73' 69' 73' 126' 46'
46'
46'
46'
46'
46'
46'
46'
46'
46'
46'
46'
46'
46'
46'
36' 44'
64'
64'
64'
64'
64'
64'
64'
64'
64'
64'
64'
64'
64'
62'
60'
21' 74' 73' 73' 73' 73' 68' 73' 78'116'66' 73'
116'
115' 71'31' 76' 100' 100' 100' 100' 100' 100' 100'
54'
54' 54' 54' 54' 54'
40' 50' 50' 50' 50' 50' 42' 80' 31'100' 100' 100' 100' 100' 100' 99' 92'80'31' 35' 45' 45' 45' 45' 100'
45' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100'
45' 45' 45' 45' 45' 45'
45' 45' 34' 55' 40' 35' 30' 25' 20' 15' 10' 5'
25'20'30'15'35'10'
45' 11'
132'
91'
100'
100'
100'
100'
100'
100'
80' 47' 50' 50' 50' 50' 50'
51' 43' 68' 30'20' 50' 11'39' 50' 39' 11' 49'1' 59' 60' 11' 30'19' 8'17' 35'
15' 25'12' 58' 81'
96' 27' 51'
110'
110'
1 7'44' 60' 60' 60'
106'
110'
110'
132'
153'
143'
31' 31'
56' 65' 1' 66' 97' 81' 127' 98' 99'
66' 99' 100' 101'
66' 66' 66' 66' 67'
80' 33' 33' 59' 7' 66'
91' 140'
44' 108'
113'
113'
113' 124' 101' 66' 58'8' 66' 28' 38' 22'44' 16' 50' 10'69' 113'
116'
151'
70'
30'
68' 118'
137'
137'
137'
113' 37' 29' 60' 60' 69'
35'
60'
60' 104' 101'
76'
53' 6'
43'
103'
103'
31' 60'
60' 17' 43'
104'
106'
94'
29' 31' 39'21'
107'
60' 104'
53'
44' 45' 104' 104'
45' 27' 36'
103'
45' 104'
45'
45' 104'
45' 31'84'
65' 45'41' 9'
110'
110'
141'
107'
110'
110'
110'
110'
110'
110'
110'
90' 31' 49' 49' 49' 49' 49' 49' 49' 49' 49' 40' 49' 49' 23'26'19'30'16'33'13'36' 10' 39' 7'43' 3'56' 115'
115'
95'
115'
115'
115'
115' 31' 46' 46' 46' 46' 46' 36' 12' 25' 10'
51' 40' 37'
27'
10' 73' 15'27'
20' 54'
135'
51' 105'
3 7'25' 10'
111' 70'
111' 70'
111'
111' 70' 70' 70' 70'
111'
111'
111' 70'
111'
111' 70' 107'
70' 81' 30'
52' 120'
30' 35'
66' 46' 38' 113'
70' 50' 50'100' 50' 50'100' 50' 50'100' 50' 50'100' 51' 31' 31' 80' 85' 31' 31' 105' 50'
105' 50'
105' 50'
105' 50'
17' 70' 70' 70' 70' 70'
111'
111' 70' 70' 70' 70' 70' 70' 70' 70' 70' 70' 66' 70' 70' 70' 70' 70' 70' 121' 84' 111'
111'
111'
111'
111'
111'
111'
111'
111'
111'
118'
115'
51' 21' 4 ' 48' 24'112' 113'
69' 63' 31'
15' 4'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 42' 52' 52' 31' 72' 54' 113'
54' 26' 31'
54' 54' 54' 25'
46' 42'26'
50' 50' 50' 50' 50' 50' 50' 50' 50'
1013' 31' 31'
1013' 365'
1053' 645' 73'
110'
103'
23' 66' 66' 66' 50' 46' 17' 48' 17' 11'
28'9'23'40' 48' 13' 25'82' 84' 39' 40'
74' 70' 113' 93'
48' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 47' 14' 14' 73' 25' 13'53'
32' 46'3'
2 2'32' 90' 53' 28'25' 50' 50' 25'25' 53' 50' 50' 50' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 37' 31' 31' 35' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 35' 31' 31' 80' 80' 31' 31' 80' 80'31' 31'63' 73' 73' 73' 74' 73' 73' 73' 73' 73' 73' 73' 74' 50' 18' 63' 1'
59'
18'
19' 2' 31' 365' 645' 31'
28' PARCEL 'A' SCHOOL SITE (16.4± AC)
SITE PLAN - EAST
6 DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN
Exhibit "B" ATTACHMENT 13
CONNECT TO EXISTING SSJID LATERAL "XB-DD" PUMP STATION 1 PUMP TO WATER QUALITY BASIN 1 PUMP TO SSJID FORCEMAIN REFER TO PFIP EXHIBIT FOR ROAD AND UTILITY EXTENSIONS CONNECT TO EXISTING W STUB INV 36.5 UPLAND PLAY AREA 1.0± ACRES SDFM TO DISCHARGE AT EX. SD PUMP STATION TO SSJID LATERAL "X" EX 36' SSJID IRRIG INV 29.1+/- EX 36' SSJID IRRIG WATER QUALITY BASIN 2.0± ACRES 6:1 TYP SIDE SLOPE 5' EFFECTIVE DEPTH 1' FREEBOARD DETENTION BASIN 3.9± ACRES PONDING ELEV 36.5 BOTTOM ELEV 31.5 (GROUND WATER 29.5)
INYO AVE
JIGSAW AVE ANTONE RAYMUS PARKWAY
BUENA VISTA
STREET D STREET N MONO STREET
STREET A STREET M
JIGSAW
STREET E
PILLSBURY WAY POLK ST STREET I STREET J STREET L
BUENA VISTA
STREET B STREET H
STREET C
INYO STREET K
STREET F 259 219 220 221 222 223 224304 225 316 107 106 105 104 103 102 99 100 101 9392 319 98 97969594 6970 73 74 67616263646566 72 68 9091 320 86878889 78 77 76 82838485 323 79 8081 254 253 252 251 303256 255 250 246 245 244 243300 249 248 247 199 193 203 197 205 204 201 202 196 195 194 192 200 186 182 187 179 190 185 183 188 189 191 181 180 178 226 227 208 209 228 229 230 231 184 198 207 307218 217 216 215 214 213 210 212 4142 40 47 46 45 44 43 39 38 37 36 35 33 34 50 49 48 31 32 30 29 282726 328 329 3305253 51 331 311 310 309 308 PARCEL 'A' 315 314 313 312 6059 109 110 111 112 113 114 115 116 121 122 123 124 125 126 127 128 129 130 131 117 118 158 159 160 161 132 133 137 138 139 140 134 135 136 141 142 145 153 146 147 148 149 150 143 151 144 152 154 155 156 157 162 163 166 167 165 164 168 169 170 171 172 173 174 175 176 274275 276 273 272 306 305 301 263 264 265 266 298 297 296 292 293 267 268 269 270 271 295 302
294 237 236 235 241 240 239 238 232 282 17 1819 20 11 12 10 9 8
7 6
5 4
3 2 1 241514 13 317 57 56 5554 58 16 25 324 326 23 21 22 321 325 327 322 318 281 280 279 278 287 286 285 284 283 291 290 289 288 257 258 299261 262 260 EX. 36" SSJID LINE TO BE RELOCATED AS SHOWNEX SSJID PIPE TO REMAIN STREET G STREET H FUTURE WATER MAIN 242 277 1.5' PONDING DEPTH 1.5' MEDIA DEPTH 1' GRAVEL CONNECT TO EX 12"W 75 108 71 119120 177 206 211 233 234
UTILITY PLAN - WEST
7 AND UTILITY EXTENSIONS
REFER TO PFIP EXHIBIT FOR ROAD
DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN NOTES: 1. STORM WATER DETENTION AND WATER QUALITY BASINS ARE SHOWN FOR PRELIMINARY SIZING PURPOSES ONLY. ACTUAL DESIGN SQUARE FOOTAGE, SHAPE AND LOCATION ARE SUBJECT TO CHANGE AT FINAL DESIGN. 2. SSJID RELOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE BASED ON FINAL DESIGN Exhibit "B" ATTACHMENT 13
446 445 PUMP STATION 1 PUMP TO WATER QUALITY BASIN 1 PUMP TO SSJID FORCEMAIN 6:1 TYP SIDE SLOPE 5' EFFECTIVE DEPTH 1' FREEBOARD WATER QUALITY BASIN 2.5± ACRES 1.5' PONDING DEPTH 1.5' MEDIA DEPTH 1' GRAVEL RETENTION BASIN 5.4± ACRES PONDING ELEV 39.5 BOTTOM ELEV 34.5 (GROUND WATER 32.5) PARCEL 'B' PARCEL 'C' SCHOOL SITE 717 733 720 736 721 708 724 725 712 728 713 729 716 732 723 722 735 719 734 718 731 715 730 714 727 726 532 533 534 527 528 529 530 531 522 523 524 517 518 519 520 521 538 537 544 543 542 541 540 539 470 472 474 425 426 427 429 434 435 439 440 678 679 682 683 686 687 690 691 694 695 698 699 604 605 606 607 608 609 610 611 612 613 614 578 579 580 581 582 583 584 585 586 587 588 511 510 509 508 514 513 512 703 373 374375 377 378 379 384 376 380 381 382 383 385 386 387 388 389 390 391 392 393 394 395 396 397 398 400 401 399 367 444 447 448 449 450 451 368366 461 462 463 464 465 466 483 490 467 468 647 648 649 642 650 643 651 644 645 646 335 337 336 332 334 333 652 653 460 452 453 454 455 456 457 458 459 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360361362363364 654 655 365 657 656 658 659 660 661 662 663 664 665 666 667668674 673 672 671 670 669 369 370 371 372 477 481 478 476 475 480 482 471 473 553 559 423 424 415 428 430 431 432 433 409 436 437 438 343 342 341 340 339 338 344 515 495 494 493 492 499 491 498 497 496 485 486 487 488 484 709 685 701 505 552 562 684 700 551 561 504 681 697 550 560 503 680 696 549 558 677 693 501 548 557 692 547 556 689 546 555 688 704 506 554 737 420 419 418 417 416 414 413 412 411 410 408 407 406 405 404 403 738 402 441 603 615 577 589 479 469 526 545 502 507 575 525 535 536 576 675 422 421 710 702 516 711 EX SSJID IRRIG LINE TO REMAIN 627 626 625 624 623 622 621 620 619 618 617 629 641 628 616 630 631 632 633 634 635 636 637 638 639 640 602 601 600 599 598 597 596 595 594 593 592 591 590 574 573 572 571 570 569 568 567 566 565 564 443 442 UPLAND PLAY AREA 1.0± AC WELL SITE 0.4± ACRES CONNECT WATER CONNECT TO EXISTING WATER CONNECT TO SEWER AND WATER FUTURE WATER MAIN WATER MAIN 489 446 445 563 676 705 500 706 STREET V
PILLSBURY ROAD HAT RANCH - WEST ANTONE RAYMUS PARKWAY STREET H
STREET Q
STREET R
VERAMONTE STREET W STREET X STREET Y
ATHERTON DRIVE STREET U
STREET CC
STREET O STREET K STREET T
STREET S
STREET P STREET H
UTILITY PLAN - EAST 8
AND UTILITY EXTENSIONS
REFER TO PFIP EXHIBIT FOR ROAD NOTES: 1. STORM WATER DETENTION AND WATER QUALITY BASINS ARE SHOWN FOR PRELIMINARY SIZING PURPOSES ONLY. ACTUAL DESIGN SQUARE FOOTAGE, SHAPE AND LOCATION ARE SUBJECT TO CHANGE AT FINAL DESIGN. 2. SSJID RELOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE BASED ON FINAL DESIGN DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN
Exhibit "B" ATTACHMENT 13
2+28.83 GB 42.40 3+30.83 GB 42.81 4+32.83 GB 42.40 4+83.83 GB 42.61 5+72.29 GB 42.25 6+26.28 GB 42.79 6+76.26 GB 42.59 8+61.54 GB 43.34 10+25.19 GB 42.69 2+25.00 GB
42.57 2+25.14 GB
39.90 P39.7 P39.7 P39.9 P40.2P40.5 P40.7 P40.7 P40.5 P40.6 P40.7 P40.7 P40.0 P39.8P40.4P40.8 P39.6 P39.9 P40.2 P40.4 P40.8 P40.8 P41.0 P40.9 P41.1 P41.1 P41.0 P40.8 P41.1 P40.3 P40.6 P40.9 P40.6 P40.4 P41.1 P40.2 P40.2 P39.8 P39.7 P39.6 P39.7P39.7 P39.8 P40.3 P40.6 P40.6 P40.6 P40.6 P40.6 P40.6 P40.2 P40.7 P40.5P40.3P40.4P40.6 P39.5 P39.5 P39.3 P39.6 P39.6 P39.4P39.5 P39.7 P39.7 P39.4P39.5 P40.4 P40.6 P40.3 P40.8P40.4 P40.8 P40.7P40.4P41.5P40.8 P40.7 P40.9 P40.3 P40.6 P40.3 P40.4 P40.5 P40.5 P40.7 P40.5 P40.7 P40.5 P40.4 P40.3 P40.7P40.4P40.2 P40.6P40.5P40.4P41.1 P39.6 P39.5 P40.0 P39.6 P39.7 P39.5 P39.5 P39.3 P39.4 P39.5 P39.5 P39.4 P39.7 P39.7 P39.6 P39.5 P40.4 P40.1
P39.8 P40.0 P39.8P40.1P40.7 P40.9 P40.6 P40.4 P40.5 P40.5 P40.5 P40.3 P40.7 P40.9 P41.1 P41.1 P40.8 P40.6 P40.8 P40.9 P40.6P40.6 P40.9 P40.9 P40.9 P40.9 P40.6P40.4 P40.6 P40.8 P40.8 P40.8 P40.6 P40.5 P40.7 P41.0 P41.1 P41.1 P40.9 P41.4 P40.8 P40.5 P40.4 P40.5 P40.7 P40.8 P40.9 P40.9 P41.1 P40.9 P40.7 P40.9 P41.1 P40.8P41.1P41.1P40.9 P40.9 P40.8 P40.7 P40.6 P40.8 P40.4 P40.9 P41.1 P40.6 P40.8 P41.1 P40.9 P40.9 P40.7 P40.9 P40.7 P40.5P40.9P40.9P40.7 P40.6 P40.7 P40.8 P41.9 P40.8 P41.2 P40.4 P41.2 P40.4 P41.2 P35.0 P31.5 P41.1 P40.9 P40.9 P41.0 P41.1 P41.2 P41.1 P41.2 P40.9 P41.3 P41.2 P41.2 P40.4 P40.8 P41.3 P41.3 P41.0 P41.0P41.3 P41.3 P41.8 P41.1 P41.1 P41.0 P41.1 P40.9 P40.7 P40.8 P41.1 P41.1 P40.9 P40.4P40.2P40.5 P40.7 P40.7P40.4P40.2P40.3 P41.1 P40.9 P40.4 P40.4 P40.6 P40.6 P40.5 P40.3 P40.3 P40.6 P40.8 P40.2 P40.5 P40.5P40.9P40.9P40.7 P40.6 P40.8P40.8 P40.7P40.2 P39.9P40.1P40.2 P40.2P39.9 P39.8P40.1 P40.5 P40.1 P39.9 P40.2 P40.1 P40.4 P40.4 P40.1 P40.3 P40.5 P40.5 P40.3 P40.4 P40.7 P40.3 P41.0 P40.0 P40.2 P40.5 P40.5 P40.5 P40.3 P40.3 P40.5 P40.5 P40.4 P40.2P40.4P40.4P40.4P40.6P40.8P41.0P41.1 P41.1 P41.1 P40.9 P40.6 P40.4 P40.3 P40.5 P40.5 P40.3 P40.4 P40.4 P40.1 P40.4 P40.4 P40.2 P40.5P40.7P40.7 P40.4 P40.3 P40.6P40.6P40.4 P40.2 P39.9 P39.8P40.1 REFER TO PFIP EXHIBIT FOR ROAD AND UTILITY EXTENSIONS UPLAND PLAY AREA SDFM TO DISCHARGE AT EX. SD PUMP STATION TO SSJID LATERAL "X"
INYO AVE
JIGSAW AVE ANTONE RAYMUS PARKWAY
STREET D STREET N MONO STREET
STREET A STREET M
JIGSAW
STREET E
PILLSBURY WAY POLK ST STREET I STREET J STREET L
BUENA VISTA
STREET B STREET H
STREET C
INYO STREET K
STREET F 259 219 220 221 222 223 224304 225 316 107 106 105 104 103 102 99 100 101 9392 319 98 97969594 6970 73 74 67 6162636465 66 72 68 9091320 86878889 78 77 76 82838485 323 79 8081 254 253 252 251 303256 255 250 246 245 244 243300 249 248 247 199 193 203 197 205 204 201 202 196 195 194 192 186 200 182 187 179 190 185 183 188 189 191 181 180 178 226 227 228 208 209 229 230 231 184 198 207 307218 217 216 215 214 213 210 212 4142 40 47 46 45 44 43 33 34 35 36 37 38 39 50 49 48 31 32 30 29 282726 328 329 3305253 51 331 311 310 309 308 PARCEL A 315 314 313 312 6059 109 110 111 112 113 114 115 116 121 122 123 124 125 126 127 128 129 130 131 117 118 158 159 160 161 132 133 137 138 139 140 134 135 136 141 142 145 153 146 147 148 149 150 143 151 144 152 154 155 156 157 162 163 166 167 165 164 168 169 170 171 172 173 174 175 176 274 275 276 273 272 306 305 301 263 264 265 266 298 297 296 293 292 267 268 269 270 271 295 302 294 237 236 235 241 240 239 238 232 282 17 1819 20 11 12 10 9 8
7 6
5 4
3 2 1 24 15 1413 317 56 57 55 58 54 16 25 324 326 23 2122 321 325 327 322 318 281 280 279 278 291 290 289 288 287 286 285 284 283 257 258 299261 262 260 RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL STREET G STREET H PILLSBURY WAY 242 277 WATER QUALITY BASIN DETENTION BASIN 206 233234 119120 75 71 108 177
A RETAINING WALL
CASE 2
A CASE 2
A CASE 2 RETAINING WALLRETAINING WALL
B
CASE 1
B
CASE 1
B
CASE 1
B CASE 2
B CASE 2
A
CASE 2
A
CASE 1
*
*
*
*
*
*
*
*
*
*
GRADING PLAN - WEST
9 AND UTILITY EXTENSIONS
REFER TO PFIP EXHIBIT FOR ROAD NOTES: 1. STORM WATER DETENTION AND WATER QUALITY BASINS ARE SHOWN FOR PRELIMINARY SIZING PURPOSES ONLY. ACTUAL DESIGN SQUARE FOOTAGE, SHAPE AND LOCATION ARE SUBJECT TO CHANGE AT FINAL DESIGN. 2. UTILITY SIZES AND LOCATIONS ARE PRELIMINARY AND SUBJECT TO FINAL DESIGN 3. SSJID RELOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE BASED ON FINAL DESIGN 4. ALL SEWER IS ASSUMED TO BE 8" WITH A SLOPE OF 0.0034 UNLESS OTHERWISE STATED RETAINING WALLS LOCATED ALONG BOUNDARY WHERE PROPOSED PADS ARE HIGHER THAN ADJACENT EXISTING PADS OR HIGHER THAN ADJACENT STREET ELEVATION IF THERE IS INADEQUATE SPACE FOR SLOPES DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN SECTION A PAD
2:1
MAX
PL EX PAD EXISTING FENCE APPROX. LOCATED ON PROPERTY LINE CASE 1 PADPL EX PAD EXISTING FENCE APPROX. LOCATED ON PROPERTY LINE CASE 2RETAINING WALL SECTION B R/W PAD 1' OVERBUILD RETAINING WALL WHERE REQUIRED CASE 1 CASE 2 2:1 MAX PAD 1' OVERBUILD 2:1
MAX COMMUNITY WALL COMMUNITY WALL REMOVE & REPLACE EXIST. FENCE ON P/L OR CONSTRUCT NEW PARALLEL FENCE OFFSET FROM P/L ON HAT RANCH SIDE 1' OVERBUILD * R/W REMOVE & REPLACE EXIST. FENCE ON P/L OR CONSTRUCT NEW PARALLEL FENCE OFFSET FROM P/L ON HAT RANCH SIDE Exhibit "B" ATTACHMENT 13
12+76.59 GB 41.23 14+11.48 GB 42.38 15+74.83 GB 41.97 1+79.92 GB 39.45 8+21.52 GB 43.07 8+21.64 GB 43.07 P44.0 P44.0 P44.0 P44.2 P44.2 P44.1 P44.1 P44.3 P44.4 P44.4 P44.4 P43.6P43.8P44.1P44.1P43.8P43.6P43.6P43.8P43.9P43.9P43.7 P44.0 P43.7 P43.7 P43.9 P43.9 P43.7 P43.8 P44.1 P44.1 P43.9 P43.7 P43.9 P43.9 P43.5 P43.3 P43.3 P43.1 P43.0 P43.1 P43.5 P43.3P43.5P43.5P43.4P43.4P43.5P43.5P43.4P43.4P43.5P43.7P43.7P43.5 P44.3 P44.1 P44.0 P44.2 P44.2 P44.2 P44.0 P44.0 P43.9 P43.9 P44.1 P44.1 P43.8 P43.7 P43.9 P43.9 P43.7 P43.7 P44.0 P43.3P43.5P43.5P43.4P43.4P43.5P43.5P43.4P43.4P43.5P43.7P43.7P43.5 P43.6P43.4P43.4P43.6P43.8P43.8P43.6P43.4P43.4P43.6P43.6P43.4P43.2 P43.6P43.4P43.4P43.6P43.8P43.8P43.6P43.4P43.4P43.6P43.6P43.4P43.2 P43.5P43.2P43.2P43.4P43.6P43.6P43.4P43.2P43.2P43.4P43.4P43.2P43.3 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P43.7 P44.0 P44.0 P44.0 P44.0 P44.3 P44.3 P44.3 P44.3 P44.3 P44.3 P44.3 P44.3 P45.0 P45.0 P45.0 P45.0 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.5 P44.9 P45.0 P43.5P43.5 P43.9 P43.8P44.1 P44.1P43.9 P43.9P44.2P44.3 P44.3P44.2 P44.2P44.4P45.0 P45.0P44.4P44.4P45.0 P45.0P44.4 P44.5 P43.9 P44.1 P43.8P43.8P44.0P44.1P43.7P43.7P43.4P43.6P43.6P43.6P43.9P44.0P44.0P43.8P43.7P43.6P43.8P43.9P43.9P43.7P43.5P43.3 P44.2 P44.4 P44.6 P44.7 P44.7 P44.7 P44.7 P44.6 P44.4 P44.2 P44.0 P44.2 P44.4 P44.4 P44.3 P44.0 P44.2 P44.4 P43.7 P43.9 P43.9 P43.7 P43.5 P43.5 P44.4 P44.3 P44.1 P43.5 P43.6 P43.8 P43.8 P44.3 P44.1 P44.5 P44.1 P44.3 P44.3 P44.5 P44.3 P44.4 P43.1P43.8P44.3P44.3P44.1P44.0P44.2 P44.4 P43.7 P43.6 P43.6 P43.5 P43.3 P43.0 P43.7 P43.5 P43.7 P43.6P43.6 P43.6 P43.4 P43.1 P43.9 P44.1 P44.0 P44.0 P44.0 P44.1 P44.1 P43.8 P43.8 P43.1 P43.4 P42.9 P43.1 P43.4 P43.6 P43.3 P43.5 P43.6 P43.1 P43.3 P43.5 P43.6 P43.6 P43.6 P43.8 P43.8 P43.6 P43.6 P43.4 P43.4 P43.4 P43.6 P43.4P43.3P43.4P43.5P43.3P43.2P43.4P43.3P43.1P43.3 P43.3P43.1P43.1P43.6P43.9P43.9P43.8 P43.1 P43.1 P43.0 P42.8 P43.3P43.6P43.9 P42.8P43.0P43.2P43.4 P43.9P43.8 P43.5 P43.4 P43.1 P42.9 P42.9 P43.2 P43.5 P43.5 P43.7 P44.0 P43.9 P43.7P44.0P44.0 P44.0 P43.8P43.9P44.3 P44.4P44.9 P45.0P45.0P44.7P44.7P44.9 P45.1P45.1P44.9P45.0 P45.3 P45.0 P45.0 P45.4 P45.4 P45.4 P44.4 P44.8 P44.9 P44.9 P44.6 P45.0 P45.0 P44.9 P45.1 P44.0P43.9 P44.0 446 445 CONNECT WATER PARCEL 'B' PARCEL 'C' SCHOOL SITE 717 733 720 736 721 708 724 725 712 728 713 729 716 732 723 722 735 719 734 718 731 715 730 714 727 726 532 533 534 527 528 529 530 531 522 523 524 517 518 519 520 521 538 537 544 543 542 541 540 539 470 472 474 425 426 427 429 434 435 439 440 678 679 682 683 686 687 690 691 694 695 698 699 604 605 606 607 608 609 610 611 612 613 614 630 631 632 633 634 635 636 637 638 639 640 578 579 580 581 582 583 584 585 586 587 588 511 510 509 508 514 513 512 703 373 374375 377 378 379 384 376 380 381 382 383 385 386 387 388 389 390 391 392 393 394 395 396 397 398 400 401 399 367 444 447 448 449 450 451 368366 461 462 463 464 465 466 483 490 467 468 647 648 649 642 650 643 651 644 645 646 335 337 336 332 334 333 652 653 460 452 453 454 455 456 457 458 459 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360361362363364 654 655 365 657 656 658 659 660 661 662 663 664 665 666 667 369 674 673 672 671 670 669 668 370 371 372 477 481 478 476 475 480 482 471 473 553 559 423 424 415 428 430 431 432 433 409 436 437 438 343 342 341 340 339 338 344 515 495 494 493 492 499 491 498 497 496 485 486 487 488 484 709 685 701 505 552 562 684 700 551 561 504 681 697 550 560 503 680 696 549 558 677 693 501 548 557 692 547 556 689 546 555 688 704 506 554 737 420 419 418 417 416 414 413 412 411 410 408 407 406 405 404 403 627 626 625 624 623 622 621 620 619 618 617 599 597 596 595 594 593 592 591 738 402 441 629 641 628 603 615 616 602 590 577 589 479 469 526 545 502 507 525 535 536 576 575 574 573 572 571 570 569 568 567 566 565 564 675 422 421 710 702 516 443 442 601 600 598 711 STREET V
PILLSBURY ROAD HAT RANCH - WEST ANTONE RAYMUS PARKWAY
STREET Q
STREET R
VERAMONTE AVE STREET W STREET X STREET Y
ATHERTON DRIVE STREET U
VERAMONTE AVE
STREET O STREET FF STREET T
STREET S
STREET P STREET H RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL PILLSBURY ROAD 446 445 489 WATER QUALITY BASIN DETENTION BASIN UPLAND PLAY AREA 563 676 705 706 707 500 A
CASE 2
B CASE 1
A
CASE 1
A
CASE 2 RETAINING WALL
B CASE 1
B
CASE 1
B
CASE 1
B CASE 1
B CASE 1
*
*
*
*
*
*
GRADING PLAN - EAST 10
AND UTILITY EXTENSIONS
REFER TO PFIP EXHIBIT FOR ROAD NOTES: 1. STORM WATER DETENTION AND WATER QUALITY BASINS ARE SHOWN FOR PRELIMINARY SIZING PURPOSES ONLY. ACTUAL DESIGN SQUARE FOOTAGE, SHAPE AND LOCATION ARE SUBJECT TO CHANGE AT FINAL DESIGN. 2. LOCATIONS ARE PRELIMINARY AND SUBJECT TO FINAL DESIGN 3. SSJID RELOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE BASED ON FINAL DESIGN 4. ALL SEWER IS ASSUMED TO BE 8" WITH A SLOPE OF 0.0034 UNLESS OTHERWISE STATED RETAINING WALLS LOCATED ALONG BOUNDARY WHERE PROPOSED PADS ARE HIGHER THAN ADJACENT EXISTING PADS OR HIGHER THAN ADJACENT STREET ELEVATION IF THERE IS INADEQUATE SPACE FOR SLOPES DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN SECTION A SECTION BPAD
2:1
MAX
PL EX PAD EXISTING FENCE APPROX. LOCATED ON PROPERTY LINE CASE 1 PADPL EX PAD EXISTING FENCE APPROX. LOCATED ON PROPERTY LINE CASE 2RETAINING WALL R/W PAD 1' OVERBUILD RETAINING WALL WHERE REQUIRED CASE 1 CASE 2 2:1
MAX PAD 1' OVERBUILD 2:1 MAX COMMUNITY WALL COMMUNITY WALL REMOVE & REPLACE EXIST. FENCE ON P/L OR CONSTRUCT NEW PARALLEL FENCE OFFSET FROM P/L ON HAT RANCH SIDE 1' OVERBUILD * R/W REMOVE & REPLACE EXIST. FENCE ON P/L OR CONSTRUCT NEW PARALLEL FENCE OFFSET FROM P/L ON HAT RANCH SIDE Exhibit "B" ATTACHMENT 13
S E D A N A V E N U E
HIGHWAY 99 S E D A N A V E N U E WOODWARD AVE.
PILLSBURY RD.
MANTECA RD. (MAIN ST.)
ATHERON DR.
AUSTIN RD. (FUTURE ANTONE RAYMUS) FUTURE EXTENSION TO HIGHWAY 99 VELDSTRA GEORGE & H 226-140-05 WOODWARD AIRPORT 226-140-06 JOINT VENT LLC 226-140-07 BROCCHINI FARMS INC ETAL 226-140-09 BROCCHINI FARMS INC ETAL 226-140-10 BROCCHINI FARMS INC ETAL 226-140-08 BROCCHINI FARMS INC ETAL 226-140-16 BKB INVESTMENTS LLC 226-140-11 SILAGI RANDALL 226-140-12 PLANT SCIENCES INC 226-120-22 SILAGI RANDALL 226-120-21 VAN VUREN SHERWOOD & J A 226-120-20 VAN LAAR JAMES & LYNDA 226-120-19 VAN ELDEREN DANIEL & JUDITH 226-120-18 BURGESS WILLIAM F JR 226-120-17 CAMBRA KAREN ANN M 226-120-16 BS LAND COMPANY LLC 226-120-15 BS LAND COMPANY LLC 226-120-14 HOLMES ROLAND 226-120-13 BURGORD NORM & GLORIA 226-120-12 DE KIDOS DENNIS & HELEN 224-050-07
BONDS
U.P.R.R. EX. HIGHWAY 99/ AUSTIN RD INTERCHANGE ANTONE RAYMUS PARKWAY
MOFFATT BLVD EX PFIP SEWER EX PFIP WATER TAN
NEHILL DRIVE SSJID LATERAL "X"
ATHERON DR. TANNEHILL DR EX WATER PFIP WATER ANTONE RAYMUS PARKWAY TO EX PIPE APPROX 200 LF SOUTH OF TANNEHILL DRIVE PFIP SEWER ATHERTON DRIVE TO MANTECA ROAD PFIP SEWER LIFT STATION PFIP SEWER PIPE WITHIN MANTECA ROAD PROPOSED TO BE CONSTRUCTED WITH GRIFFIN PARK SUBDIVISION IMPROVEMENTS PFIP SEWER PIPE WITHIN WOODWARD AVENUE TO BE EXTENDED APPROX. 4050 LF TO EXISTING PIPE (APPROX. 400 LF EAST OF PAGOLA AVENUE) PFIP WATER PFIP EXHIBIT 11
AS SHOWN PFIP EXHIBIT (PUBLIC FACILITIES IMPLEMENTATION PLAN) ROADWAY POTABLE WATER SANITARY SEWER LEGEND NOTES: 1. OFFSITE UTILITY AND ROADWAY IMPROVEMENT REQUIREMENTS WILL DEPEND ON CONSTRUCTION TIMING OF ADJACENT DEVELOPMENT PROJECTS AND/OR CITY CAPITAL IMPROVEMENT PROJECTS. 2. HAT RANCH WATER SYSTEM TO CONNECT TO EXISTING CITY SYSTEM. CONNECTION POINTS TO BE IDENTIFIED AT TIME OF FINAL DESIGN. 3. HAT RANCH SEWER SYSTEM TO CONNECT TO EXISTING CITY SYSTEM. CONNECTION POINT TO BE IDENTIFIED AT TIME OF FINAL DESIGN. TEMPORARY SEWER SYSTEM MAY BE UTILIZED IF PFIP IMPROVEMENTS ARE NOT COMPLETE. 4. HAT RANCH PROJECT TO CONSTRUCT NORTH HALF OF ANTONE RAYMUS PARKWAY FROM MANTECA ROAD TO ATHERTON DRIVE AND CONSTRUCT WEST HALF OF ATHERTON DRIVE FROM ANTONE RAYMUS PARKWAY TO EXISTING ROAD APPROXIMATELY 200 LF SOUTH OF TANNEHILL DRIVE.
DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN
Exhibit "B" ATTACHMENT 13
MONO STREET
VERAMONTE
PILLSBURY ROAD MONO STREET
JIGSAW AVENUE
INYO AVENUE
BUENA VISTA DR PHASE 1 PHASE 2
PILLSBURY RD ANTONE RAYMUS PARKWAY POLK STREET
ATHERTON DRIVE 65.5' RIGHT-OF WAY AND STREET IMPROVEMENTS (NORTH HALF SECTION) TO BE CONSTRUCTED WITH HAT RANCH PHASE 1 FROM MANTECA ROAD TO PILLSBURY ROAD 42.5' FUTURE RIGHT-OF WAY AND STREET IMPROVEMENTS (SOUTH HALF SECTION) BY OTHERS 65.5' RIGHT-OF WAY AND STREET IMPROVEMENTS (NORTH HALF SECTION) TO BE CONSTRUCTED WITH HAT RANCH PHASE 2 FROM PILLSBURY ROAD TO ATHERTON DRIVE 42.5' FUTURE RIGHT-OF WAY AND STREET IMPROVEMENTS (SOUTH HALF SECTION) BY OTHERS 53' FUTURE RIGHT-OF WAY BY OTHERS 53' EXISTING RIGHT-OF-WAY PHASE 1 EXTEND NORTH HALF OF ANTONE RAMYUS PARKWAY STREET IMPROVEMENTS TO MANTECA ROAD 56' FUTURE RIGHT-OF WAY AND STREET IMPROVEMENTS (EAST HALF SECTION) BY OTHERS 56' RIGHT-OF WAY AND STREET IMPROVEMENTS (WEST HALF SECTION) TO BE CONSTRUCTED WITH HAT RANCH PHASE 2 FROM ANTONE RAYMUS PARKWAY TO EXISTING STREET 200'± SOUTH OF TANNEHILL DR 56' EXISTING RIGHT-OF-WAY 56' FUTURE RIGHT-OF-WAY BY OTHERS SEDAN AVE SEDAN AVE PHASE 2 EXTEND WEST HALF OF ATHERTON DR STREET IMPROVEMENTS TO EXISTING STREET 200'± SOUTH OF TANNEHILL DR CONFORM TO EXISTING IMPROVEMENTS AT SEDAN AVE STREET 73' RIGHT-OF WAY AND STREET IMPROVEMENTS (NORTH HALF SECTION) TO BE CONSTRUCTED WITH HAT RANCH PHASE 2 FROM PILLSBURY ROAD TO ATHERTON DRIVE PRELIMINARY PHASING PLAN 12
DATE REVISION NO.
DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
CHECKED BY: SHT PROJECT NO. OF
CALIFORNIA REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA. MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF PLANS PREPARED UNDER THE DIRECTION OF:
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
ENGINEERS PLANNERS SURVEYORS
SAN JOAQUIN COUNTY 25224.000
MAY 2022 12
HAT RANCH
TENTATIVE MAP- TRACT NO. 3782
CITY OF MANTECA
CHRISTIAN T. RAGAN RCE # 60473
D R A F T
AS SHOWN GENERAL NOTES: 1. THE PROJECT WILL BE PHASED. MULTIPLE FINAL MAPS MAY BE FILED ON THE LANDS SHOWN ON THIS TENTATIVE MAP IN ACCORDANCE WITH ARTICLE 4, SECTION 66.456.1 OF SUBDIVISION MAP ACT. 2. DEVELOPER RESERVES THE RIGHT TO MODIFY THE PHASING . UTILITY PHASING NOTES: PHASE 1 WATER: CONNECT TO EXISTING WATER SYSTEM AT POLK STREET, BUENA VISTA DRIVE, INYO AVENUE, JIGSAW AVENUE, AND PILLSBURY ROAD. SEWER: CONSTRUCT SEWER GRAVITY MAIN IN ANTONE RAYMUS PARKWAY AND CONNECT TO EXISTING PIPE IN MANTECA ROAD. CONSTRUCT ADDITIONAL PFIP DOWNSTREAM IMPROVEMENTS WITHIN MANTECA ROAD AND WOODWARD AVENUE, IF NOT CONSTRUCTED BY OTHERS PRIOR TO DEVELOPMENT OF PHASE 1, UNLESS ALTERNATIVE INTERIM IMPROVEMENTS ARE APPROVED BY THE CITY ENGINEER. STORM DRAIN: CONNECT TO EXISTING IMPROVEMENTS WITHIN ADJACENT PARK WHICH DISCHARGE TO SSJID LATERAL 'X' OR DIRECTLY CONNECT TO LATERAL 'X'. PHASE 2 (ASSUME PHASE 1 IS BUILT) WATER: CONNECT TO EXISTING WATER SYSTEM AT PILLSBURY ROAD, VERAMONTE AVENUE, AND ATHERTON ROAD. SEWER: CONSTRUCT SEWER GRAVITY MAIN IN ANTONE RAYMUS PARKWAY AND CONNECT TO EXISTING PIPE BUILT WITH PHASE 1. STORM DRAIN: CONNECT TO SSJID LATERAL 'X'.
Exhibit "B" ATTACHMENT 13