PROPOSED VERTICAL CURB PER CITY SOUND WALL OF MANTECA STANDARD DETAIL ST-7 (TYP.) AIRPORT WAY A 30' 45' EX. R/W R/W CL 11' TRAVEL LANE 11' TRAVEL LANE ±15' TRAVEL LANE 5' 6' BIKE LANEF/L 20' 8' SIDEWALK 6' 105' 40' EXISTING IMPROVEMENTS ±2' SHOULDEREX. E/P NTS 50' RW TYPICAL INTERIOR STREET 50' 10' D 25' 25' P.U.E. 2.0% 2.0% DRIVE OVER CURB AND SIDEWALK PER CITY OF MANTECA STANDARD DETAIL ST-10 5' 10' 8' 5' SIDEWALK PER CITY OF MANTECA STANDARD DETAIL ST-6 & ST-7R/W R/W 7' F/C 18' 18' F/C 7' CL 8' 10' P.U.E. 10' TYPICAL STREET UTILITY ALIGNMENT UT 50' 10' 5' 18' 18' 5' 10' 25' 25' 10' 5' 8' 12' 30"
MIN. R/W P.U.E. P.U.E. F/C F/C SS SD
W 15' 2.0% CL 1.5' FIRE HYDRANT PER CITY OF MANTECA STANDARD DETAIL W-8 STREET LIGHT PER CITY OF MANTECA STANDARDS ST-27 PARKING TRAVEL LANE TRAVEL LANE PARKING SIDE- WALK SIDE- WALKNTS 2' 2' 2' 2' R/W 44' RW COLLECTOR STREET 44' 10' B 14' 30' P.U.E. 2.0% 2.0% VERTICAL CURB AND SIDEWALK PER CITY OF MANTECA STANDARD DETAIL ST-7 12' 10' 5' R/W R/W 22' F/C 8' E/P CL 12' TRAVEL LANE TRAVEL LANE PARKING SIDE- WALK NTS 3' EX PL 35' DEDICATION EX. R/W 57' RW ADJACENT TO PARK 57' 10' C 29' 28' P.U.E. 2.0% 5' 10' 12' 5.5' VERTICAL CURB AND SIDEWALK PER CITY OF MANTECA STANDARD ST-7 R/W R/W 7' F/C 22' F/C 6' CL PARK/BASIN SIDE- PARKING TRAVEL LANE WALK SIDE- WALK NTS 2' 0.5' 2.0% 24' LOT "A" ACCESS ROAD E NTS 10' P.U.E. PL PL 12' 12' 24' CL VALLEY GUTTER PER CITY OF MANTECA STANDARD DETAIL ST-39 SIDEWALK PER CITY OF MANTECA STANDARD DETAIL ST-6 & ST-7 2.0% 2.0% DRIVE OVER CURB AND SIDEWALK PER CITY OF MANTECA STANDARD DETAIL ST-10 ±3' SAW CUT GRIND AND OVERLAY EAST HALF OF ROAD 2.0% 2.0% 12' 10' 22' TRAVEL LANE PARKING JP JP JP JP JP JP JP JP ELB MAIL MAIL APN: 200-130-04
APN: 200-140-30 APN: 200-140-03 APN: 200-140-02 APN: 200-130-03 EXISTING 50' SSJID EASEMENT STREET "A"
CENTER STREET
STREET "C"
HALF DOME DRIVE
STREET "E"
STREET "F"
STREET "G"
STREET "H"
AIRPORT WAY EXISTING 40' SEWER EASEMENT TO BE QUITCLAIMED PER SEPARATE INSTRUMENT
HALF DOME DRIVE
LOT "C" LOT "A" LOT "B"
1 2
3 4
5 6
7 8
91011 12 13 14 15 16 17 18 19 20212223242526272829 30 3132333435363738 39 404142434445464748 49 505152535455 56 5758596061626364 65 666768697071 72 7374757677787980 81 828384858687 88 8990919293949596 97 9899 100 101 102 103 104 105 108 107 106 109 110 111 112 113 115 114 116 LOT "D" LOT "E" 35' RIGHT-OF-WAY DEDICATION D
- D
-
C
-
B
-
E
-
A
-
D
- D
- D
- D
- D
-
D
-
F
- NOTES: 1. PLANTING MEDIA SPECIFICATIONS PER BIORETENTION TECHNICAL SPECIFICATIONS OF CITY OF MANTECA POST CONSTRUCTION STORMWATER STANDARDS MANUAL, SEE TABLE 6-2 2. STONE TO BE 1" - 2.5" DIAMETER CLEAN STONE
14.83'BOT
20.83'TOP
22.00'BERM
22.16'CL
22.00'BERM
20.30'TOP
15.30'BOT
14.83'BOT
20.83'TOP HIGH WATER LINE ELEVATION = 19.83' TREATMENT HIGH WATER LINE ELEVATION = 16.33' TREATMENT HIGH WATER LINE ELEVATION = 15.30' TREATMENT HIGH WATER LINE ELEVATION = 19.30'
20.30'TOP
14.30'BOT
14.30'BOT
20.30'TOP
6:1
6:1
6:1
6:1
6:1
15.30'
6:1 2.0% 2.0%
10.6%
0.25'
1.50'
1.50' STONE NOTES: 1. PLANTING MEDIA SPECIFICATIONS PER BIORETENTION TECHNICAL SPECIFICATIONS OF CITY OF MANTECA POST CONSTRUCTION STORMWATER STANDARDS MANUAL, SEE TABLE 6-2 2. STONE TO BE 1" - 2.5" DIAMETER CLEAN STONE
1.00' DRAIN 5 5'X12' BOX CULVERT
1.00' CALTRANS CLASS II PERMEABLE MATERIAL PLANTING MEDIA CALTRANS CLASS II PERMEABLE MATERIAL STONE PLANTING MEDIA
0.25'
1.50'
2.00' BUBBLE UP/DRAIN BASIN CROSS PIPE BUBBLE UP 25.3' YOSEMITE GREENS BASIN EXPANSION 36.0' 19.6' 36.0' 7.0' 16.0' 16.0' 25.3' 36.0' 93.0' 36.0' 8.0'
14.85'INV
320 AIRPORT WAY BASIN, DRAIN 5 CULVERT, AND YOSEMITE GREENS BASIN EXPANSION NTS BASIN CROSS PIPE F TENTATIVE MAP 320 AIRPORT WAY SUBDIVISION MANTECA, CALIFORNIA 0 1" = 80 40 80 80'
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PLOTTED: 09/01/2021 14:49 PLOTTED BY: Phurban
DWGNAME: F:\19-2451 320 Airport Way\Planning\TM\TM1.1.dwg TM1.1 COPYRIGHT © 2021 NORTHSTAR ENGINEERING GROUP, INC 19-2451 TPD PMH/ CV BT09/01/2021
MANTECA,
320 N. AIRPORT WAY
PRELIMINARY: NOT FOR
CONSTRUCTION
COVER SHEET AND CROSS SECTIONS AS SHOWN 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER THE CITY OF MANTECA STANDARD PLANS AND SPECIFICATIONS EXCEPT AS NOTED. 2. STORM DRAINAGE TO BE CONVEYED TO AN BASIN AND METERING STRUCTURE WHICH WILL BE DISCHARGED TO CITY OF MANTECA STORM DRAINAGE SYSTEM. ALL IMPROVEMENTS TO BE CONSTRUCTED TO THE CITY OF MANTECA STANDARDS. 3. ALL STORM DRAINAGE IMPROVEMENTS AS PART OF FUTURE IMPROVEMENTS PLANS AND STUDIES SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT 2013-0001-DWQ AND THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS MANUAL APPROVED OR ADOPTED PRIOR TO THE TIME OF THIS TENTATIVE MAP APPLICATION BEING DEEMED COMPLETE. 4. SANITARY SEWER TO BE CONSTRUCTED TO THE CITY OF MANTECA STANDARDS AND SPECIFICATIONS. 5. WATER SYSTEM TO BE CONSTRUCTED TO THE CITY OF MANTECA STANDARDS AND SPECIFICATIONS. 6. STREET LIGHTING SHALL BE INSTALLED PER CITY OF MANTECA STANDARD SPECIFICATIONS. 7. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. 8. THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE "MULTIPLE SUBDIVISION MAPS" AS SET FORTH BY THE SUBDIVISION MAP ACT, ARTICLE 4, SECTION 66456.1., AND FILE PARCEL MAPS FOR REASON OF SALE. ALL PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP. 9. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL STREET IN-TRACT FRONTAGES. 10. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED. SEPTIC TANKS, LEACH FIELDS, AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER CITY OF MANTECA REQUIREMENTS. 11. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL POST-CONSTUCTION BMP'S. 12. ALL LOT SETBACK REQUIREMENTS AND LOT SIZES ARE TO BE IN ACCORDANCE WITH CITY OF MANTECA MUNICIPAL CODE 17.26.040, TABLE 17.26.020-2. 13. NET DEVELOPABLE ACREAGE IS THE TOTAL ACREAGE OF THE PROJECT BOUNDARY AFTER DEDICATIONS TO AIRPORT WAY. GENERAL NOTES A. REGULATORY AGENCY: CITY OF MANTECA 1001 W CENTER STREET MANTECA, CA 95337 T: (209) 456-8000 CONTACT: B. APPLICANT: 320 AIRPORT WAY LLC, A CALIFORNIA LIMITED LIABILITY COMPANY 3200 DANVILLE BLVD, STE 200 ALAMO, CA. 94507 T: (925) 648-8888 CONTACT: DOUG LEDEBOUR C. ENGINEER: NORTHSTAR ENGINEERING GROUP, INC 620 12th STREET MODESTO CA, 95354 T: (209) 524-3525 CONTACT: PAMELA HURBAN D. ASSESSOR'S PARCEL NUMBER: 200-140-26 E. EXISTING LAND USE: VACANT LOT F. PROPOSED LAND USE: PREDOMINANTLY ATTACHED DUPLEX PRODUCT WITH SOME DETACHED SINGLE-FAMILY HOMES G. EXISTING ZONING/GP: R-2 / MDR H. PROPOSED ZONING/GP: R-2 / MDR I. TOTAL PROJECT SIZE: 13.2± ACRES J. NET ACREAGE: 12.8± ACRES K. TOTAL NUMBER OF R-2 LOTS: 116 L. DENSITY: 9.1 UNITS/AC M. TYPICAL LOT SIZE: 30'x70' (2,100 S.F. MINIMUM) N. MAXIMUM FOOTPRINT COVERAGE: 70% O. PARKING: MINIMUM TWO CAR GARAGE, AND TWO DRIVEWAY SPACES PER LOT + 95 ON STREET PARALLEL SPACES TOTAL OF 610 P. CONTOURS: 1.0-FOOT INTERVALS Q. UTILITIES: WATER SYSTEM - CITY OF MANTECA SANITARY SEWER - CITY OF MANTECA STORM DRAINAGE - CITY OF MANTECA GAS - PG&E ELECTRIC - PG&E TELEPHONE - AT&T SCHOOL DISTRICT - MANTECA UNIFIED SCHOOL DISTRICT PROJECT INFORMATION THE LAND REFERRED TO HEREIN BELOW IS SITUATED INT THE CITY OF MANTECA, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PARCEL A, AS SHOWN UPON PARCEL MAP RECORDED OCTOBER 1, 1987 IN BOOK 15 OF PARCEL MAPS, PAGE 60, SAN JOAQUIN COUNTY RECORDS. LEGAL DESCRIPTION VICINITY MAP PROJECT LOCATION SHEET INDEX TENTATIVE SUBDIVSION MAP 1. TM1.1 COVER AND CROSS SECTIONS SHEET 2. TM2.1 DIMENSIONS AND TOPOGRAPHIC PLAN 3. TM2.2 GRADING AND DRAINAGE PLAN 4. TM2.3 UTILITY PLAN ARCHITECTURAL PLANS 5. SP SCHEMATIC SITE PLAN 6. A1.1 DUPLEX PLANS 1 & 2 'B' FLOOR PLANS 7. A1.2 DUPLEX PLANS 1 & 2 'B' EXTERIOR ELEVATIONS 8. A1.3 DUPLEX PLANS 2 & 3 'B' FLOOR PLANS 9. A1.4 DUPLEX PLANS 2 & 3 'B' EXTERIOR ELEVATIONS 10. A1.5 DUPLEX PLANS 3 & 4 'A' FLOOR PLANS 11. A1.6 DUPLEX PLANS 3 &4 'A' EXTERIOR ELEVATIONS LANDSCAPE PLANS 12. L0.1 COMMUNITY PLAN 13. L0.2 PRELIMINARY LANDSCAPE PLANS 14. L0.3 PLANT IMAGES
JP JP JP JP JP JP JP JP JP ELB
MAIL
MAIL APN: 200-130-01 APN: 200-130-04 APN: 200-140-03 APN: 200-140-02 APN: 200-130-03 50'
44' 50' 50' 50' 50' 50' 50'
44'
50' STREET "A"
CENTER STREET
STREET "C"
HALF DOME DRIVE
STREET "E"
STREET "F"
STREET "G"
STREET "H"
AIRPORT WAY
HALF DOME DRIVE
LOT "C" LOT "A" LOT "B"
1 2
3 4
5 6
7 8
91011 12 13 14 15 16 17 18 19 20212223242526272829 30 31 32 33 34 35 36 37 38 39 404142434445464748 49 50 51 52 53 54 55 56 5758596061626364 65 66 67 68 69 70 71 72 7374757677787980 81 82 83 84 85 86 87 88 8990919293949596 97 98 99 100 101 102 103 104 105 107 106 108 109 110 111 112 113 114 115 116 32'
34'
26'
30'
30'
38' 70'
32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
31' 70'
45'
90'
60'
41'
25'
128'
34'
74'
50'
76'
31'
74'
32'
75'
31'
74'
32'
74'
31'
78'
32'
79'
22'
28'
59'
40'
34'
26'
53'
60' 70' 70'
32' 70'
32' 70'
31' 70'
34' 70'
32' 70'
32' 70'
31' 70'
32'
47'
31' 24'
47'
54'
18' 25' 70'
31' 70'
32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
31' 70'
50'
47'
30'
37'
45'
33'
36'
40' 70'
31' 70'
32' 70'
32' 70'
32' 70'
31' 70'
32' 70'
32' 70'
35' 26'
53'
61'
55'
47'
30'
42' 70'
32' 70'
34' 70'
32' 70'
34' 70'
32' 70'
34' 70'
25' 25'
60'
66'
36' 26'
53'
63' 70' 70'
32' 70'
32' 70'
31' 70'
34' 70'
32' 70'
32'
38'
46'
30'
27'
44'
22' 27' 52' 70' 70'
32' 32' 70'
32' 70'
32' 70'
32' 70'
32' 70'
57'
47'
30'
43' 70'
35' 26'
53'
62' 70'
32' 70'
32' 70'
31' 70'
34' 70'
32' 70'
34'
50' 48'
29'
35'
54'
53'
24' 27'
34' 70' 70' 70'
34' 32' 70'
32' 70'
34' 70'
32' 70'
55'
47'
30'
42'
31'
46'
31' 70'
40'
32' 70'
32' 70'
34' 70'
31' 70'
32' 70'
32' 70'
38' 26'
53'
64' 72'
50'
49'
30'
37' 31' 72'
32' 72'
32' 71'
32' 71'
32' 72'
32' 71'
25'
27'
54'
53' 31'
79'
78'
124' 32' 32'
78'
78' 31'
76'
38'
31'
75'
32'
74'
32'
74'
32'
76'
31'
78'
32'
80' 32'
84' 31'
88' 32' LOT "D" LOT "E" 3751 SF 2231 SF 2231 SF 2231 SF 2197 SF 2231 SF 2231 SF 2231 SF 2197 SF 2162 SF 3951 SF2515 SF 3122 SF 2315 SF 2390 SF 2376 SF 2299 SF 2364 SF 2544 SF 3305 SF 3655 SF 2231 SF 2197 SF 2162 SF 2383 SF 2231 SF 2197 SF 2162 SF 2231 SF 2231 SF 2231 SF 2197 SF 2231 SF 2231 SF 2162 SF 3693 SF 2927 SF 2231 SF 2162 SF 2792 SF 3565 SF 2162 SF 2197 SF 2231 SF 2232 SF 2162 SF 2197 SF 2231 SF 3662 SF 4049 SF 2231 SF 2370 SF 2231 SF 2370 SF 2231 SF 2371 SF 3713 SF 3076 SF 2197 SF 2231 SF 2370 SF 2162 SF 2197 SF 2231 SF 4002 SF 4163 SF 2231 SF 2231 SF 2231 SF 2197 SF 2231 SF 2231 SF 2954 SF 3608 SF 2336 SF 2231 SF 2370 SF 2162 SF 2197 SF 2231 SF 3932 SF 4041 SF 2232 SF 2365 SF 2237 SF 2365 SF 2237 SF 2365 SF 3291 SF 3167 SF 2197 SF 2231 SF 2231 SF 2162 SF 2197 SF 2231 SF 4083 SF 3793 SF 2224 SF 2296 SF 2295 SF 2260 SF 2296 SF 2295 SF 3345 SF 3312 SF 2415 SF 2614 SF 2413 SF 2383 SF 2343 SF 2329 SF 2453 SF 2530 SF 2550 SF 2483 SF 2717 SF 2570 SF 4189 SF 5652 SF 1.00 Ac PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY 57'
0 1" = 40 20 40 40'
CALCULATED SITE
AND DIMENSION PLAN AS SHOWN
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PLOTTED: 09/01/2021 13:54 PLOTTED BY: Phurban
DWGNAME: F:\19-2451 320 Airport Way\Planning\TM\TM2.1 CAL.dwg TM2.1 COPYRIGHT © 2021 NORTHSTAR ENGINEERING GROUP, INC 19-2451 TPD PMH/ CV BT09/01/2021
MANTECA,
320 N. AIRPORT WAY
PRELIMINARY: NOT FOR
CONSTRUCTION LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE CURB, GUTTER, AND SIDEWALK CURB AND EDGE OF PAVEMENT VALLEY GUTTER SIDEWALK MASONRY WALL LOT NUMBER LOT SQUARE FOOTAGE LOT DIMENSION TREE TREE (TO BE REMOVED) NANA 72 1528 SF NANANA 32' NANA
JP JP JP JP JP JP JP JP JP ELB
MAIL
MAIL APN: 200-130-01 APN: 200-130-04 APN: 200-140-03 APN: 200-140-02 APN: 200-130-03 39 40 38A LANE BIKE 27B STREET "A"
CENTER STREET
STREET "C"
HALF DOME DRIVE
STREET "E"
STREET "F"
STREET "G"
STREET "H"
AIRPORT WAY
HALF DOME DRIVE
LOT "C" LOT "A" LOT "B"
1 2
3 4
5 6
7 8
91011 12 13 14 15 16 17 18 19 20212223242526272829 30 31 32 33 34 35 36 37 38 39 404142434445464748 49 50 51 52 53 54 55 56 5758596061626364 65 66 67 68 69 70 71 72 7374757677787980 81 82 83 84 85 86 87 88 8990919293949596 97 98 99 100 101 102 103 104 105 107 106 108 109 110 111 112 113 114 115 116 LOT "D" LOT "E" PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.39%
0.30%
0.30%
0.35%
0.35%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.33% 0.29%
0.32%
0.69%
0.29%
0.97%
21.57CL
22.13CL
21.56CL
22.13CL
21.56CL
22.14CL
21.76CL
21.19CL
21.24CL
21.76CL
21.72CL
21.17CL
21.10CL
21.25CL/LP
20.67CL/LP
20.79CL/LP
21.35CL/LP
20.78CL/LP
20.73CL/LP
21.56CL/GB
21.19CL/GB
22.68CL
22.10CL/LP
22.67CL/HP
22.10CL/LP
22.67CL/HP
22.10CL/LP
22.46CL
22.52EP
23.00EP
23.41EP
23.71EP
24.59EP
24.05EP
24.35EP
23.34EP
23.97EP
24.26EP
22.87EP
22.37EP
23.23EP
22.72EP
23.48EP
22.97EP
23.94EP
23.44EP
24.23EP
23.72EP
23.90EP
22.97EP
22.97EP
21.18CL/LP
21.91CL/HP
21.84CL/HP
21.20CL
22.16CL
21.25CL
15 15
16 16
17 17
18 18
19 19
20 20
16 16
17 17
18 18
19 19
20 20
23 23
23 23
23 23
23 23 23
23 22
22 22
22 22
23 23
24 21
21 22
22 22
22 23
24 25
24 23
23 23
23 23
23 24 24
24 24 25
24 23 25
24 25
22 23
24 25
25 23
23 24
26 25
24 23
24 23
23 23
23 23 22
22 18
19 18 18
20 21
22 23
24 25
25 25
24 23
22 22
23 22
22 22
22 22
21 22 23
22 21
21 22
22 21
22 23
22 23
18 18
19 19
20 20
21 21
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 24
23 15
15 16
16 17
17 18
18 19
19 20
20 21
21 22
23 22
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 23
22 24
24 23
21.72CL
0 1" = 40 20 40 40'
GRADING AND DRAINAGE PLAN AS SHOWN
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PLOTTED: 09/01/2021 13:55 PLOTTED BY: Phurban
DWGNAME: F:\19-2451 320 Airport Way\Planning\TM\TM2.2 GRD.dwg TM2.2 COPYRIGHT © 2021 NORTHSTAR ENGINEERING GROUP, INC 19-2451 TPD PMH/ CV BT09/01/2021
MANTECA,
320 N. AIRPORT WAY
PRELIMINARY: NOT FOR
CONSTRUCTION
272.27FL 0.50% LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE CATCH BASIN DRAIN INLET DIRECTION/ SLOPE OF FLOW FLOW LINE ELEVATION CONTOUR (MINOR)
COUNTOR (MAJOR) NANANA
MAIL
MAIL ARV ARV WV WV WV WV LANE BIKE INSTALL BARRICADE PER COM STD DTL ST-21 39 40 25 27B 25 27B 25 25 STREET "A"
CENTER STREET
STREET "C"
HALF DOME DRIVE
STREET "E"
STREET "F"
STREET "G"
STREET "H"
AIRPORT WAY
HALF DOME DRIVE
LOT "C" LOT "A" LOT "B"
1 2
3 4
5 6
7 8
91011 12 13 14 15 16 17 18 19 20212223242526272829 30 31 32 33 34 35 36 37 38 39 404142434445464748 49 50 51 52 53 54 55 56 5758596061626364 65 66 67 68 69 70 71 72 7374757677787980 81 82 83 84 85 86 87 88 8990919293949596 97 98 99 100 101 102 103 104 105 107 106 108 109 110 111 112 113 114 115 116 LOT "D" LOT "E" 8"SS
36"SS
36"SS SSMH 15.92FL(36")N
18.25FL(8")E
18.34FL(6")N
15.82FL(36")W SSMH 16.12FL(36")S
12"SD
12"SD
12"SD
12"SD
12"SD
12"SD
12"SD
12"SD
12"SD
12"SD
30"SD
12"SD
12"SD
18"SD
18"SD
12"SD
16.87FL(12")S SDCB 15.22FL(12")SW SDCB 15.28FL(12")N SDCB 15.85FL(12")N SDCB 15.27FL(12")N SDCB 15.75FL(12")N SDCB 15.12FL(12")NW SDCB SDCB 15.19FL(12")N SDCB 15.28FL(12")NE SDCB 15.85FL(12")N SDCB 15.28FL(12")NE SDCB 15.74FL(12")SE SDCB 15.75FL(12")NE SDCB 15.17FL(12")NE 15.07FL(12")NE 15.07FL(12")S 15.07FL(12")W SDMH 13.29FL(18")W 13.41FL(18")E 15.03FL(12")SW 14.97FL(12")S 15.50FL(12")NW 13.66FL(24")S 12.29FL(30")N SDMH 14.20FL(12")W 15.51FL(12")SW 15.39FL(12")S 13.70FL(18")E SDMH 16.51FL(12")S
16.41FL(12")W SDMH 16.51FL(12")S 15.30FL(12")E 14.92FL(18")W 14.30FL(24")N SDMH 16.18FL(12")W 16.18FL(12")S 15.68FL(18")E SDMH 16.66FL(12")N 16.56FL(12")E SDMH SDAD 16.27FL(12")N SDAD 16.60FL(12")N SDMH 14.67FL(12")E 15.01FL(12")SW 14.94FL(12")S 14.17FL(18")W SDMH 13.78FL(18")E 15.56FL(12")S 15.53FL(12")S 13.78FL(18")W SDMH 14.88FL(12")S 14.78FL(12")E 12.17FL(30")S SD BUBBLE UP EXISTING CANAL TO 5'X12' BOX CULVERT HEADWALL STRUCTURE PROPOSED 5'X12' BOX CULVERT PROPOSED 5'X12' BOX CULVERT PROPOSED 5'X12' BOX CULVERT TRANSITION STRUCTURE 5'X12' BOX CULVERT TO TWIN 48" LINES EXISTING DITCH TO BE FILLED IN EXISTING DITCH TO BE FILLED IN EXISTING DITCH TO BE FILLED IN 18"SD
S=0.0030
S=0.0030
S=0.0020
S=0.0020
S=0.0030
S=0.0008
S=0.0008 S=0.0034 36" SEWER LINE TO BE RELOCATED SS STUB 18.34FL(8")W 36" SEWER LINE TO BE RELOCATED S=0.0008
S=0.0008
S=0.0008
S=0.0008
S=0.0008
S=0.0008
S=0.0010
36"SS
36"SS
36"SS
36"SS
36"SS
36"SS
36"SS
6"SS
6"SS
6"SS
8"SS
S=0.0060
S=0.0034
S=0.0060
S=0.0060
S=0.0060
S=0.0034
6"SS
8"SS
6"SS
6"SS
6"SS
6"SS
8"SS
6"SS
6"SS
6"SS
6"S
S
6"S
S
S=0.0
0 6
0 S=0.00
60 S=0.0060
S=0.0060
S=0.0060
S=0.0034 SSMH 20.65FL(6")W SSMH 19.74FL(6")E 19.74FL(6")W 19.64FL(6")S SSMH 20.80FL(6")E SSMH 19.82FL(6")S SSMH 19.06FL(6")N 18.89FL(8")S SSMH 15.67FL(36")E
18.00FL(8")N
15.67FL(36")W SSMH 20.15FL(6")S SSMH 15.52FL(36")E 18.02FL(6")N 15.52FL(36")W SSMH 15.37FL(36")E 17.87FL(6")N 15.37FL(36")W SSMH 19.67FL(6")S SSMH 19.62FL(6")S SSMH 18.08FL(6")N 17.92FL(8")S SSMH 15.22FL(36")E 17.55FL(8")N 15.22FL(36")W SSMH 20.23FL(6")W SSMH 19.44FL(6")E 19.44FL(6")W 19.34FL(6")S SSMH 20.04FL(6")E SSMH 18.48FL(6")N 18.31FL(8")S SSMH 15.07FL(36")E 17.40FL(8")N 15.07FL(36")W SSMH 14.95FL(36")E
15.00FL(36")N SSMH 14.85FL(36")S CONNECT TO EXISTING
8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W CONNECT TO EXISTING TWIN 48" LINES CONNECT TO EXISTING S=0.0050 S=0.0018
S=0.0018
12"SD SDAD 16.60FL(12")N
9.98FL(18")N SD INLET
24"SD
24"SD
18"SD
18"SD
18"SD
12"SD
12"SD
18"SD
12"S
D
S=0.0
0 3
0 S=0.0020 S=0.0020
S=0.0
20 S=0.0030 S=0.0030
S=0.0050
9.61FL(18")S CONNECT TO EXISTING STUB EXISTING DITCH TO BE RE-GRADED TO PROPOSED HEADWALL STRUCTURE S=0.0018
12"SD
S=0.0060
S=0.0060
S=0.0060
S=0.0060
12"SD YOSEMITE GREENS BASIN EXPANSION TOP = 20.30' HWL = 19.30' BOT = 15.30' ADDED BASIN VOLUME = 0.55 AC-FT STORM DRAIN DETENTION BASIN TOP = 20.83' HWL = 19.83' BOT = 14.83' BASIN VOLUME = 1.68 AC-FT TREATMENT VOLUME = 0.26 AC-FT TREATMENT AREA = 10,535 SF CONNECT TO EXISTING 0 1" = 40 20 40 40'
UTILITY PLAN AS SHOWN
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PLOTTED: 01/26/2022 16:55 PLOTTED BY: Phurban
DWGNAME: F:\19-2451 320 Airport Way\Planning\TM\TM2.3 UTL.dwg TM2.3 COPYRIGHT © 2021 NORTHSTAR ENGINEERING GROUP, INC 19-2451 TPD PMH/ CV BT09/01/2021
MANTECA,
320 N. AIRPORT WAY
PRELIMINARY: NOT FOR
CONSTRUCTION 12" W 8 "SS LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE FIRE HYDRANT CATCH BASIN DRAIN INLET WATER LINE SANITARY SEWER STORM DRAIN IRRIGATION MAIN STORM DRAIN MANHOLE SEWER MANHOLE NA EX.IRR NA NANA