HomeMy WebLinkAboutPreliminary Plat - Huntington Ridge West (2)WWW WWWW
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COMMON
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FUTURE HUNTINGTON
RIDGE EAST PHASES
KAISER KIMBERLY
R34798013B0
2604 POLK ST, CALDWELL, ID
MIRA LOMA MANOR
SUBDIVISION
BOOK 9, PAGE 23
ALLEN ESTATES
SUBDIVISION
BOOK 17, PAGE 16
TERRACE SUBDIVISION #2
BOOK 8, PAGE 17
SHIPPY DENNIE
R3479801300
2606 POLK ST, CALDWELL, ID
WATSON ROBIN
R3480600000
2523 LINCOLN ST,
CALDWELL, ID
R3480200000
SOLIS ART
R3480201100
2509 LINCOLN ST,
CALDWELL, ID
WATSON ROBIN
R3480600000
2523 LINCOLN ST, CALDWELL, ID
LEESON DAVID
R3481200000
2422 NIXON ST, CALDWELL, ID
BICANDI RICHARD
R3479201000
2724 POLK ST, CALDWELL, ID
BICANDI RICHARD
R3479201000
2724 POLK ST, CALDWELL, ID
TABOR BRAD
R3479700000
2919 LINCOLN ST, CALDWELL, ID
PAYNTER PHILIP
R3479400000
2911 LINCOLN ST, CALDWELL, ID
LINCOLN ROAD LLC
R3479010000
1388 KETTNER BLVD NO 1102
SAN DIEGO, CA 92101
EL MONTERREY DEVELOPMENT LLC
R3511701000
12257 LEVI CIR, HENDERSON, CO 80640
WOLFORD TERRY
R3522800000
2902 LINCOLN ST, CALDWELL, IDRUTZEN FAMILY TRUST
R3522800000
802 SUNCREST LN, CALDWELL, ID
KRUSOR BRENT
R3521701000
822 SUNCREST LN,
CALDWELL, ID
R3521701200
R35217013A0
LINCOLN STTVEIDE TODD
R3521600000
2520 LINCOLN ST, CALDWELL, ID
CORNWALL STEVEN
R3522200000
809 SUNCREST LN, CALDWELL, ID
R3480201000 GOODMAN AVESTALLWORTH ST STARGELL PLALLENBERRY WAYROONEY WAYBALFOUR ST
LEONARD ST
YAMAMATO CHRIS
818 SUNCREST LN, CALDWELL, ID
WEIGELT SHAWN
R3480200000
2501 LINCOLN ST, CALDWELL, ID
EXISTING DRIVEWAYS TO REMAIN
NIXON ST WINELLA DRSKYLINE PLBISHOP CIR
POLK ST SUNCREST LN9
5
2
1
4
3
8
10
13
14 15
16
1817
7
1211
6
WANDER PROPERTY LLC
R3479901000
PO BOX 7156, BOISE, ID 83707
PAYNTER CHARLES S JR
R3479200000
17147 MULE DEER LN, CALDWELL, ID
DRIVEWAYDRIVEWAYWEIGELT SHAWN
R3480200000
2501 LINCOLN ST,
CALDWELL, ID
SHANE PLGEORGIA AVELEONARD LN
A
-DRA
I
NPROJECT
LINCOLN RD
POLK ST
NIXON ST
CANYON HI
LL
LATERALR-1 ZONING
AGRICULTURAL ZONING
(COUNTY)
0 100 50 300200 COVERC0.022"x34"C T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRIDESIGNEDDRAWNCHECKEDAPPROVEDBORDER SIZEPROJECT:
DATE: L:\210007\3_ACADDWG\SHEETS\PRE PLAT\210007-C0-COVER.DWG, 11/17/202110 1/2
ATTENTION:
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
SHEET:2021 November 17, 2021G. BROOKOVERG. BROOKOVERC. RONHAAR####210007HUNTINGTON RIDGE WEST SUBPRELIMINARY PLAT FOR:DATEREVISIONSNO. DESCRIPTION LEGEND
PROPOSED BOUNDARY LINE
ROAD RIGHT-OF-WAY
SECTION LINE
ROAD CENTERLINE
1 LOT NUMBER
1C COMMON LOT NUMBER
BLOCK NUMBER
R/W
1
1. BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCE WITH
THE APPLICABLE ZONING REGULATIONS OF THE CITY OF CALDWELL.
2. A GENERAL UTILITY, IRRIGATION, AND DRAINAGE EASEMENT OF 10 FEET WILL
EXIST ALONG ALL REAR LOT LINES AND ADJACENT TO PUBLIC RIGHT-OF-WAY PER
CITY OF CALDWELL SUBDIVISION CONSTRUCTION REQUIREMENTS.
3. THERE ARE NO KNOWN FLOOD PLAINS OR FLOODWAYS IN THE PROJECT AREA.
4. DIRECT LOT ACCESS TO LINCOLN ROAD IS PROHIBITED. FULL ACCESS APPROACH
PROVIDED AT GOODMAN AVE FOR INTERNAL SITE ACCESS.
5. INDIVIDUAL PRESSURE IRRIGATION SERVICES WILL BE PROVIDED TO THE FRONT
OF EACH LOT. PRESSURE IRRIGATION WILL BE CONNECTED TO AN EXISTING PUMP
STATION LOCATED ON THE WEST SIDE OF THE PROPERTY. THE SYSTEM TO BE
OWNED AND MAINTAINED BY THE CALDWELL-MUNICIPAL IRRIGATION DISTRICT.
6. DESIGN INFORMATION SHOWN HEREIN IS PRELIMINARY AND SUBJECT TO CHANGE
BASED ON FINAL DESIGN AND AGENCY COMMENT.
7. PROJECT TO BE BUILT IN 2 PHASES. SEE SHEET C1.0
8. SEE QUALIFYING OPEN SPACE EXHIBIT FOR OPEN SPACE CALCULATIONS.
NOTES
OWNER
MITCHELL BICANDI
23955 WAGNER RD
CALDWELL, ID 83607
PH: (208) 941-0957
DEVELOPER
TIM MOKWA
HAYDEN HOMES IDAHO, LLC
1406 N MAIN ST, STE 114
MERIDIAN, ID 82642
PH: (208) 869-9785
PLANNER
ALEC EGURROLA
T-O ENGINEERS, INC.
332 N BROADMORE WAY
NAMPA, ID 83687
PH: (208) 442-6300
ENGINEER
JOHN CARPENTER P.E.
T-O ENGINEERS, INC.
332 N BROADMORE WAY
NAMPA, ID 83687
PH: (208) 442-6300
SURVEYOR
ROB O'MALLEY, P.L.S.
T-O ENGINEERS, INC.
332 N BROADMORE WAY
NAMPA, ID 83687
PH: (208) 442-6300
ROADWAY JURISDICTION
CITY OF CALDWELL
SEWER & WATER DISTRICT
CITY OF CALDWELL
FIRE DISTRICT
CALDWELL FIRE
SCHOOL DISTRICT
CALDWELL SCHOOL DISTRICT
ZONING AND SETBACK
EXISTING ZONING:
R1 LOW DENS. RES. (0.93 AC.) &
AGRICULTURAL (COUNTY) (29.50 AC.)
PROPOSED ZONING:
R1 LOW DENS. RES. (30.43 AC.)
R1 SETBACKS:
FRONT = 20'
REAR = 20'
SIDE = 6'
STREET SIDE = 15'
IRRIGATION DISTRICT
FRANKLIN DITCH CO.
PRESSURE IRRIGATION TO BE
DEDICATED TO CALDWELL MUNICIPAL
IRRIGATION DISTRICT
SITE DATA
SCALE: 1" = 500'
VICINITY MAP
AREA AND LOT SUMMARY
TOTAL AREA 1,316,097 SF 30.43 ACRES
TOTAL RIGHT OF WAY 291,899 SF 6.07 ACRES
TOTAL RESIDENTIAL AREA 17.29 ACRES
TOTAL LINCOLN ROAD RIGHT-OF-WAY 0.70 ACRES
TOTAL NUMBER OF LOTS 99
TOTAL NUMBER OF RESIDENTIAL LOTS 86
TOTAL NUMBER OF COMMON LOTS 13
PROPOSED RESIDENTIAL GROSS DENSITY 2.83 UNITS/ACRE
AVERAGE RESIDENTIAL LOT SIZE 8796.35 SF
MINIMUM RESIDENTIAL LOT SIZE 8,000 SF
TOTAL OPEN SPACE 6.95 ACRES
TOTAL USABLE OPEN SPACE 4.36 ACRES
TOTAL QUALIFYING OPEN SPACE 3.30 ACRES
PERCENTAGE QUALIFYING OPEN SPACE 10.8%
NOTE:
TO THE BEST OF PREPARER'S KNOWLEDGE, THE PRELIMINARY PLAT MEETS ALL REQUIREMENTS OF CITY CODE.
HUNTINGTON RIDGE WEST SUBDIVISION
A PORTION OF THE SW 1/4 OF SE 1/4 OF SECTION 14,
TOWNSHIP 4 NORTH, RANGE 3 WEST BOISE MERIDIAN,
CITY OF CALDWELL, CANYON COUNTY, IDAHO
2021
PRELIMINARY PLAT FOR
ADJACENT HOMEOWNERS
PARCEL NUMBER OWNER OWNER ADDRESS
R326900000 LEE JOHN H 2416 POLK ST, CALDWELL, ID
R327200000 FENTON JOEL L 2417 BISHOP CIR, CALDWELL, ID
R0327300000 PRIMROSE GREGORY P 2421 BISHOP CIR, CALDWELL, ID
R0327400000 BUTLER THOMAS W 2420 BISHOP CIR, CALDWELL, ID
R328500000 SHIPPY BRYSON 2412 BISHOP CIR, CALDWELL, ID
R0328400000 HUSTON SHIRLEY M 2416 BISHOP CIR, CALDWELL, ID
R0327500000 HINKLE MARGARETHA J 2418 BISHOP CIR, CALDWELL, ID
R0327600000 BOUTROS RAMZY 1116 WINELLA DR, CALDWELL, ID
R328300000 HINMAN SHARON L 1113 WINELLA DR, CALDWELL, ID
R327700000 JEREB SHAWN 1108 WINELLA DR, CALDWELL, ID
R0328000000 LAUGHLIN NANCY KATHLEEN 2411 NIXON ST, CALDWELL, ID
R0327900000 ROUSAY RICHARD A 105 WINELLA DR, CALDWELL, ID
R0327800000 WANTA TRUST 1104 WINELLA DR, CALDWELL, ID
R0001550900 MILLER ROBERT J JR 1012 SKYLINE PL, CALDWELL, ID
R0001550800 MARTINEZ JAVIER 1008 SKYLINE PL, CALDWELL, ID
R0001550700 SHUMAN FAMILY TRUST 1004 SKYLINE PL, CALDWELL, ID
R3481300000 DAVIDSON DOUG T 2419 LINCOLN ST, CALDWELL, ID
R0001550600 MARTINEZ DALILA R 13702 SOUTHSHORE LN, NAMPA, ID
1
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11/22/21
52'59'58'58'52' 52'
57'53'56'
62' 68'
53'
57' 57'
1 58'
1 2 5'
110'64' 64'
64' 64' 64' 64'
64' 69'
64'
1 1 0'
30'
125'
124' 127'
126' 126'64'43' 107'64'64'64' 64' 81' 132'
64'77'30'125'64'
125'
86'
20' 67'64' 64' 64'
134'
125 '64' 64'
64' 64'
64'
64'
64' 64'
64'
1 25'
1 2 5'
125'
125'
125'
125'
125'
125'
125'
125'
125'
125'
125'
125'
125'
125'
125 '125'
125'
125'
125'
125'
125'
125'
136'
90'22'1 53'110'125'125'125'68' 123'70' 125'
125'
64'
5 2 '52'62'64'64'
64' 64' 64' 64'
64'85'125'
125'
125'
125' 64'126'29'1
2
2
'129'186'
210'
125'234'
165'
165'
166'90'170'
125'
5
38
28 C
3
5 C
3
2
4
22
18
6
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25
21
15
7
11
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24
20
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10 C
9 8 7 6
4
2
47
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43
59
2,433
8,000
69
64
57
65
58
66
60 C
61
62
55
63
71
70
16 C
67
52 C
27
26
112'
117'
112'49'
1
7
'91'
112'
80'66'125'
125'
125'
112'89'114'
114'
114'28'80'
68'50'
1
7
'91'196'99'
122'64' 67'72'57'93'129'
64'97'70'64' 64' 64' 20' 65' 67'71' 72' 72' 85' 64' 76'80'
68 C
S70°
0
4
'
3
0
"
E
586.
51'S00°06'37"W 1019.51'50
18
49
17
48
16
33 C
15
22
14
54 C
21
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53
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19
35'984' 984' 984'28'57' 54'55' 32' 52' 126'64'
3
4'82'126'158'78'7 0 '71'
1 60 '82'157'
1 53'
30'
115'
147'
127'
136'
28'85'1 38'
30'
149'155'74' 83'196'189'3 7'78'
64'98'128'
23
24
25
26
27
28
29
26,318
11,555
10,296
9,181
8,667
8,614
8,616
8,063
8,355
8,561
8,230
15,662
8,056
178,302
8,148
8,225
8,193
27,566
8,235
8,070
12,147
8,041
10,460
8,801
8,138
16,984
8,862
1,903
8,000
8,000
8,000
8,000
10,369
8,101
10,539
17,367
8,108
8,104
8,314
8,055
8,000
8,073
8,000
8,348
2,524
8,112
8,044
8,417
8,061
8,000
8,000
2,189
8,099 8,000 8,000 8,000
9,920
8,026
8,149
2,853
9,483
10,375
8,972
8,000
8,000
8,000
8,000
8,000
8,972
8,000
8,358
8,000
8,000
9,264
8,000
8,000
8,000
8,000
8,000
8,000
8,000
8,000
8,976
8,000
8,000
8,000
8,625
8,000
8,000
8,185
108'68'
64'
64'
94'
365' 29'52' 52' 52'52' 52' 52' 52' 1 C39,52952' 113' 55'23'63'55'52'52' 52' 52'51'86'53'43'56
67'71'96'
1
0
2'85'71' 71'136'
N89°43'13"W 863.57'
1 C2,371
65'64'
30
31
8,633
9,378
32 C9,481
177'
168'
22'
72 C1,676
8,920
11 C
20'1,831 52' 31'
S89°32'29"E 204.37'
N14°01'29"W 36.58'N27°33
'00"W
99.61
'N3
5
°
3
6
'
0
6
"W
1
6
8
.
3
1
'N28°25
'32
"W
167.17' N14°24'38"W 263.07'N89°39'32"W 160.28'N00°12'38"E 558.02'S89°31'54"E 565.97'0' 20' 31'
2
4
'
5
9
'
7
0
'
1
5
'55' 23'22'0'36'864'
PHASE 1
PHASE 1
PHASE 2
PHASE 2GOODMAN AVESTALLWORTH ST STARGELL PLALLENBERRY WAYROONEY WAYBALFOUR ST
LINCOLN RD
FUTURE PUBLIC RIGHT-OF-WAY FUTURE PUBLIC RIGHT-OF-WAY
LEONARD ST
NIXON ST SLOPE EASEMENT
LANDSCAPE BUFFERLANDSCAPE BUFFER
LANDSCAPE BUFFER
LANDSCAPE BUFFER A
DRAI
NCOMMON LOT FOR EXISTING DRIVEWAY S L O P E E A S E M E N T73'
20'
20'
53'
53' 53'
53'
53'
35'
20'
35'
29.2'23.5'
±28'
±28'
53'
15' 15'
53'
55.5'
53'
20'
23.50'
3
3
'
IRR
I
GAT
I
ONEAS
EMEN
T
15' BERM MAINTENANCE EASEMENT
126.3'
15'
20' SEWER/PRESSURE
IRRIGATION EASEMENT
20'
LEONARD LN
LANDSCAPE BUFFER
1786.15'15 14
22 23
0 60 30 180120 LOT DIMENSIONSC1.022"x34"C T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTDESIGNEDDRAWNCHECKEDAPPROVEDBORDER SIZEPROJECT:
DATE: L:\210007\3_ACADDWG\SHEETS\PRE PLAT\210007-C1-LOT DIMENSIONS.DWG, 11/18/202110 1/2
ATTENTION:
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
SHEET:2021 November 22, 2021G. BROOKOVERG. BROOKOVERC. RONHAAR####210007HUNTINGTON RIDGE WEST SUBPRELIMINARY PLAT FOR:DATEREVISIONSNO. DESCRIPTION LEGEND
PROPOSED BOUNDARY LINE
SECTION LINE
ROAD RIGHT-OF-WAY
PROPOSED EASEMENT
EXISTING EASEMENT
ROAD CENTERLINE
PHASE LINE
1 LOT NUMBER
1C COMMON LOT NUMBER
BLOCK NUMBER
FOUND ALUMINUM CAP
FOUND 5/8 INCH ROD
R/W
1
PHASE TABLE
PHASE NUMBER OF
BUILDABLE LOTS
OPEN SPACE
(AC)
1 41 1.17
2 45 2.13
1. LOT 5, BLOCK 1 WILL SERVE AS A PRIVATE DRIVEWAY FOR LOTS
5-7. LOT 52, BLOCK 1 WILL SERVE AS PRIVATE DRIVEWAY FOR
LOTS 53 AND 55, BLOCK 1.
2. COMMON LOTS TO BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
3. THIS SUBDIVISION IS PROPOSED IN TWO PHASES, AS SHOWN.
4. ALL LOT AREAS ARE IN UNITS OF SQUARE FEET UNLESS
OTHERWISE NOTED.
5. SLOPE EASEMENTS ARE DEDICATED TO ALLOW MAINTENANCE
OF SLOPED AREAS.
6. A CMID PUMPING STATION IS PLANNED AT THE WESTERN EDGE
OF LOT 11, BLOCK 1.
NOTES
PERTAINS ONLY TO THE BOUNDARY SURVEY
11/22/21
6' TALL BERM
WITH 6' FENCE
WWWWW W WW W
WWW WW W
WWWWWIR IRIRIR IRI
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S S
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PI
PIPI
PI PIPIPIPIPIPIPIPIPI
PI
PI
PI
S
S SPIPIPIPI
S
I
LINCOLN ROADGOODMAN AVESTALLWORTH ST STARGELL PLALLENBERRY WAYROONEY WAY
BALFOUR ST
LEONARD STSEW> SEW>SEW>SEW> SEW> SEW>SEW>SEW> SEW>SEW>
SEW>SEW>
SEW>SEW>SEW>SEW>SEW>
SEW>
SEW>SEW>PS
I IR IR
2
4
0
0
24
0
0
239
6
2
404241024062408 2
39
0
2
4
0
0
2400240224002
3
9
8
2
3
9
8A DRA
I
NA DRAIN 24102406PROPOSED HUNTINGTON RIDGE WEST
SUBDIVISION
10' IRRIGATION EASEMENT,
CENTERED ON GRAVITY
IRRIGATION PIPE
10' IRRIGATION EASEMENT
NIXON ST
POLK ST
STORM
STORM
A DRAINRIM=2405.50'
RIM=2405.26'
RIM=2404.91'
RIM=2400.25'
RIM=2397.64'
RIM=2395.88'
RIM=2391.90'
RIM=2392.12'
RIM=2392.32'
RIM=2394.16'
RIM=2394.51'
RIM=2394.68'
RIM=2398.76'
RIM=2399.99'
RIM=2398.40'
RIM=2397.58'
RIM=2397.38'
RIM=2397.00'
RIM=2401.45'
5' PATHWAY
SEWER TO FLOW EAST TO
PROPOSED LIFT STATION
SEE SHEET C2.1
PROPOSED 8"
IRRIGATION PIPE
PROPOSED GRAVITY
IRRIGATION LINE
PROPOSED 12"
IRRIGATION PIPE
INV=2389.68'
INV=2389.47'
INV=2389.04'
INV=2386.74'
INV=2383.99'
INV=2385.33'
INV=2384.28'
INV=2384.57'
INV=2394.68'
INV=2398.53'
INV=2398.88'
INV=2399.87'
1/2 ROW
INV=2386.99'
INV=2387.34'
CONNECTION TO
EXISTING POLK ST
SEWER MAIN
INV=2386.52'
INV=2386.11'
INV=2386.76'
INV=2395.50'
INV=2383.12'
INV=2385.12'
20' EMERGENCY ACCESS
PROPOSED
CONCRETE DITCH
PROPOSED 8"
IRRIGATION PIPE
PROPOSED
CONCRETE DITCH
CONNECTION TO EXISTING 12"
WATER MAIN IN LINCOLN RD
DISCHARGE LINE FROM PUMP
STATION TO "A" DRAIN
FUTURE SECONDARY
CONNECTION FOR PI
PROPOSED PUMP STATION
CL
16.5' 16.5'
18.5' 18.5'
37'
53' RIGHT-OF-WAY
5' 5' RIGHT-OF-WAY3" ROLLED CURB
AND GUTTER (TYP)
3'3' RIGHT-OF-WAY2% SLOPE
CL
RIGHT-OF-WAY2% SLOPE
2' SAWCUT
35'
30'
EXISTING ROAD
23'
5' DETATCHED
SIDEWALK
NOTE: RIGHT-OF-WAY IS OFFSET 5' TO
ACCOMMODATE TRANSMISSION LINES
PL
SL
O
P
E
SE
T
B
A
C
K
VA
R
I
ES
CONCRETE DITCH TO
COLLECT UPHILL DRAINAGE
8" PRIVATE
IRRIGATION SUPPLY
0 80 40 240160 SITEPLAN & UTILITYC2.022"x34"C T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRIDESIGNEDDRAWNCHECKEDAPPROVEDBORDER SIZEPROJECT:
DATE: L:\210007\3_ACADDWG\SHEETS\PRE PLAT\210007-C2-SITEPLAN & UTILITY.DWG, 11/17/202110 1/2
ATTENTION:
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
SHEET:2021 November 17, 2021G. BROOKOVERG. BROOKOVERC. RONHAAR####210007HUNTINGTON RIDGE WEST SUBPRELIMINARY PLAT FOR:DATEREVISIONSNO. DESCRIPTION LEGEND
PROPOSED BOUNDARY LINE
ROAD RIGHT-OF-WAY
SECTION LINE
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM DRAIN LINE
PROPOSED PRESSURE IRRIGATION LINE
PROPOSED GRAVITY IRRIGATION LINE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED STORM DRAIN MANHOLE
PROPOSED SAND AND GREASE TRAP
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
STORM FLOW DIRECTION
5' PATHWAY
IRRIGATION PUMP STATION
R/W
2580
2582
W
SS
SD
PI
IR
SD
S
1. PRESSURE IRRIGATION TO BE SUPPLIED BY PRIVATE PUMP
STATION LOCATED ON EAST PROPERTY
2. A 10' STORM DRAINAGE EASEMENT EXISTS, CENTERED ON
ALL STORM DRAINAGE PIPE WITHIN THE SITE.
3. ALL ONSITE STORM RUNOFF SHALL BE CONVEYED TO
PROPOSED RETENTION PONDS, LABELED "STORM" IN PLAN.
NOTES
LOCAL ROAD STREET SECTION 1SCALE: NTS
COLLECTOR STREET SECTION (LINCOLN ROAD)2SCALE: NTS
1
1
1
2
1. THE SEWER LINE PROPOSED TO SERVE PHASE 1 OF THE
PROJECT WILL FLOW SOUTHWARD TO LINCOLN RD, AND
EASTWARD TO THE FRANKLIN REGIONAL LIFT STATION
LOCATED ADJACENT TO LINCOLN RD. THE SEWER MAIN
PROPOSED TO SERVE PHASE 2 OF THIS PROJECT WILL FLOW
EASTWARD TO A PROPOSED LIFT STATION, AND THEN BE
TRANSPORTED VIA FORCE MAIN TO THE EXISTING SEWER
MAIN LOCATED IN LINCOLN ROAD. SEE SHEET C1.0 FOR
PHASE BOUNDARIES. SEE SHEET C2.1 FOR PROPOSED
SEWER INFORMATION.
2. THE PROPOSED WATER MAIN WILL SERVE BOTH PHASES OF
THE PROJECT AND WILL CONNECT TO THE 12" WATER MAIN IN
LINCOLN ROAD.
SEWER AND WATER NOTES
SEE SHEET C2.13
SLOPE EASEMENT AND IRRIGATION CROSS SECTION 3 SCALE: NTS
PS
11/22/21
R/W
R/WR/W
R/WR/WR/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/W R/W R/W
R/WR/WR/W R/WR/WR/W R/W R/WR/W R/W R/W R/WR/WR/W
R/WR/W R/W R/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/WR/W R/W R/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
R/WR/W R/WR/W R/WR/W SEWPIPI PIPI
PI
PI
PI
PI PIPI
PI PIPI
PIPIPIPI
PI
S WWW
SEW> SEW>
SEW>
SEW> SEW>SEW>
SE
W
>SEW>
FUTURE HUNTINGTON RIDGE EAST
SUBDIVISION
FUTURE HUNTINGTON RIDGE EAST
SUBDIVISION
FUTURE HUNTINGTON RIDGE EAST
SUBDIVISION
M
A
S
O
N
C
R
E
E
K
MASON CREEK
S
S S
S S
S
S
S
S
S
S
SEWER TO FLOW EAST TO
PROPOSED LIFT STATION
SEE SHEET C2.1
INV=2382.07'
INV=2380.78'
INV=2379.15'
INV=2376.56' INV=2373.04'
INV=2372.74'
INV=2370.93'
INV=2370.62'
INV=2388.88'
APPROXIMATE LOCATION OF
PROPOSED LIFT STATION
PROPOSED CONNECTION TO
EXISTING SEWER MAIN
TO FRANKLIN REGIONAL
LIFT STATION
RIM=2399.69'
RIM=2397.00'
RIM=2382.00' RIM=2384.88'
RIM=2385.70'
RIM=2390.00'
RIM=2384.62'
RIM=2406.45'
PROPOSED PRESSURE
IRRIGATION PUMP
2380
238024002380
2392
2
4
0
0
2
4
0
0
2380238023
80
2390
2400
2402240224042406 FORCE MAINFORCE MAINFORCE MAIN
INV=2371.83'
24
0
0
24062
3
8
0
23
9
0
2382
2382
238
2
2382
0 100 50 300200 MASTER UTILITY PLANC2.122"x34"C T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRIDESIGNEDDRAWNCHECKEDAPPROVEDBORDER SIZEPROJECT:
DATE: L:\210007\3_ACADDWG\SHEETS\PRE PLAT\210007-C2-SITEPLAN & UTILITY.DWG, 11/17/202110 1/2
ATTENTION:
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
SHEET:2021 November 17, 2021G. BROOKOVERG. BROOKOVERC. RONHAAR####210007HUNTINGTON RIDGE WEST SUBPRELIMINARY PLAT FOR:DATEREVISIONSNO. DESCRIPTION 1. SHOWN SEWER INVERT AND RIM ELEVATIONS ARE
APPROXIMATE AND ARE SUBJECT TO CHANGE DURING
FINAL DESIGN
NOTES
SEE SHEET C2.011/22/21
XOHPOHP OHP OHP OHP OHP OHP OHP OHP
EGE
G
EPEPEP
EPEPEPEPXX XOHPOHP OHPOHP OHPOHPOHP OHP
SEWSEWSEWSEWSEW SEWSEW 240024102390
2
39
0
240
0
2400240023902400
241024
5
0
2440
24
2
0
2430
2440
24
00
2404
A
DRAIN
A DRAINEXISTING RESIDENCE
(NOT A PART)
EXISTING RESIDENCE
(NOT A PART)
EXISTING RESIDENCE
(NOT A PART) EXISTING DRIVEWAYLINCOLN RD
60' EASEMENT
8" DRAINAGE PIPE INTO
CONCRETE DITCH
EXISTING CONCRETE IRRIGATION DITCH
12" PVC STANDPIPE
12" PVC STANDPIPE
60" CMP STANDPIPE
EXISTING CONCRETE IRRIGATION DITCH
42" RCP
42" CMP IRRIGATION BOX
60" CMP STANDPIPE
12" PVC STANDPIPE
EXISTING
ELECTRICAL BOX
EXISTING PRESSURE
IRRIGATION PUMP
48" PVC STANDPIPE
EXISTING
DRIVEWAY/ACCESS
TO BE ABANDONED
EXISTING CENTER PIVOT
OVERHEAD
POWERLINES
APPROXIMATE LOCATION OF
EXISTING GRAVITY IRRIGATION PIPE
EXISTING CENTER PIVOT
EXISTING STRUCTURES
TO BE REMOVED
APPROXIMATE LOCATION OF EXISTING
PRIVATE 8" IRRIGATION LINE
CA
NYON HI
L
L
LATERA
L
IRRIGATION SUPPLY TO
NEIGHBORS TO NORTH
APPROXIMATE LOCATION OF PIPE
FROM CONCRETE DITCH TO "A" DRAIN
OVERHEAD
POWER LINES EXISTING DRIVEWAY8" DRAINAGE PIPE INTO
CONCRETE DITCH
8" DRAINAGE PIPE INTO
CONCRETE DITCH
8" DRAINAGE PIPE INTO
CONCRETE DITCH
12" DRAINAGE PIPE INTO
CONCRETE DITCH
12" DRAINAGE PIPE
INTO "A" DRAIN
12" DRAINAGE PIPE
INTO "A" DRAIN
12" DRAINAGE PIPE
INTO "A" DRAIN
12" DRAINAGE PIPE
INTO "A" DRAIN
12" DRAINAGE PIPE
INTO "A" DRAIN
18" DRAINAGE PIPE
INTO "A" DRAIN
BM #1
BM #2
±27' EXISTING PAVEMENT WIDTHAPPROXIMATE LOCATION
OF EXISTING 12" PVC PIPE
0 80 40 240160 EXISTING CONDITIONSC3.022"x34"C T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRIDESIGNEDDRAWNCHECKEDAPPROVEDBORDER SIZEPROJECT:
DATE: L:\210007\3_ACADDWG\SHEETS\PRE PLAT\210007-C3-EXISTING CONDITIONS.DWG, 11/18/202110 1/2
ATTENTION:
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
SHEET:2021 November 18, 2021G. BROOKOVERG. BROOKOVERC. RONHAAR####210007HUNTINGTON RIDGE WEST SUBPRELIMINARY PLAT FOR:DATEREVISIONSNO. DESCRIPTION LEGEND
PROPOSED BOUNDARY LINE
EXISTING EASEMENT
EXISTING EDGE OF PAVEMENT
EXISTING GRADE BREAK
EXISTING FENCE
EXISTING WATER LINE
EXISTING GRAVITY IRRIGATION LINE
EXISTING OVERHEAD POWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING IRRIGATION FACILITY FLOW
DIRECTION
EXISTING ROAD SLOPE DIRECTION
2580
2582
EP
X X XOHP
W
IR
TOPOGRAPHY REFERENCE BENCHMARKS
(NAVD 88 DATUM)
BENCHMARK # NORTHING EASTING ELEVATION
1 734869.007' 2382913.258' 293.83'
2 735143.141' 2383141.717' 2401.92'
11/22/21