NCC216148_Site Plan or Location Map_20211115

BETHEL (PHASE 3)
SUBDIVISION CONSTRUCTION DRAWINGS S 111111111111111111111120-02
SITE DATA
PROJECT: BETHEL (PHASE 3)
ENGINEER: TIMMONS GROUP
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
MIKE ZACCARDO, PE
EMAIL: [e-mail]
DEVELOPER: MERITAGE HOMES
3300 PARAMOUNT PARKWAY, SUITE 120
MORRISVILLE, NC 27560
PHONE: [phone]
EMAIL: [e-mail]
ZONING:
PRD C7
TOWNSHIP:
ST. MARY'S
PROPOSED USE:
RESIDENTIAL
TOTAL TRACT AREA:
167.53 ACRES
TOTAL PHASE 3 AREA:
70.92 ACRES
TOTAL PHASE 3 DISTURBED AREA:
45.37 ACRES
EXISTING IMPERVIOUS AREA:
0 ACRES
PHASE 3 IMPERVIOUS AREA:
23.60 ACRES (33.27%)
TOTAL TRACT IMPERVIOUS AREA:
38.85 ACRES (23.18 %)
PROPOSED NUMBER OF UNITS:
130
GARNER QUANTITIES - PHASE 3
PUBLIC STREETS
8,018 LF
LF PUBLIC SIDEWALKS
12,745 LF
# OF SCM's
3
COR PUBLIC UTILITIES QUANTITIES - PHASE 3
12" DIP PUBLIC WATERMAIN
2,588 LF
8" DIP PUBLIC WATERMAIN
4,719 LF
6" DIP PUBLIC WATERMAIN
423 LF
2" DIP PUBLIC WATERMAIN
419 LF
PRIVATE WATERMAIN
0 LF
8" PVC PUBLIC SANITARY SEWER
7,873 LF
8" PVC OFFSITE FORCEMAIN
8,471 LF
PRIVATE SANITARY SEWER
0 LF
# WATER STUBS
5
# 3/4" DOMESTIC WATER METERS
137
# IRRIGATION METERS
0
#4" SEWER CLEANOUTS
136
PROPERTY OWNERS:
SHERRY BUFFALOE FERGUSON
DEAN BUFFALOE WINTON
MARTHA BUFFALOE WILLAMS
1709 OAKBORO DR
RALEIGH, NC 27614
PIN- 1629-43-0832
PIN: 1629-00-3386
NOTES:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER TO
DOING ANY DIGGING. 1-800-632-4949.
2. PLEASE CONTACT TOWN OF GARNER ENGINEERING
INSPECTOR AT [e-mail] TO
SCHEDULE A PRE -CONSTRUCTION MEETING PRIOR TO
OBTAINING BUILDING PERMITS FOR THIS PLAN.
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
EXISTING CONDITIONS
--
41804-C1.0-EXST-CD - C1.1
--
41804-C1.0-EXST-CD - C1.2
--
41804-C1.0-EXST-CD - C1.3
--
41804-C1.0-EXST-CD - C1.4
C2.0
OVERALL SITE PLAN
C2.1
DETAILED SITE PLAN - SHEET 1 OF 4
C2.2
DETAILED SITE PLAN - SHEET 2 OF 3
C2.3
DETAILED SITE PLAN - SHEET 3 OF 3
C2.4
DETAILED SITE PLAN - SHEET 4 OF 4
C3.0
OVERALL UTILITY PLAN
C3.1
DETAILED UTILITY PLAN - SHEET 1 OF 4
C3.2
DETAILED UTILITY PLAN - SHEET 2 OF 4
C3.3
DETAILED UTILITY PLAN - SHEET 3 OF 4
C3.4
DETAILED UTILITY PLAN - SHEET 4 OF 4
C3.5
SANITARY SEWER SCHEDULE
C4.0
OVERALL GRADING & DRAINAGE PLAN
C4.1
GRADING & DRAINAGE PLAN - DETAILED SHEET 1 OF 4
C4.2
GRADING & DRAINAGE PLAN - DETAILED SHEET 2 OF 4
C4.3
GRADING & DRAINAGE PLAN - DETAILED SHEET 3 OF 4
C4.4
GRADING & DRAINAGE PLAN - DETAILED SHEET 4 OF 4
C4.5
DETAILED GRADING PLAN - RETAINING WALLS
CLIFFORD ROAD & NEW BETHEL CHURCH ROAD
TOWN OF GARNER, WAKE COUNTY, NORTH CAROLINA
MASTER PLAN NUMBER: PD-MP-19-02
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VICINITY MAP
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C4.6
STORM DRAINAGE SCHEDULE
C5.0
EROSION AND SEDIMENTATION CONTROL (STAGE 1)
C5.1
EROSION AND SEDIMENTATION CONTROL (STAGE 1)
C5.2
EROSION AND SEDIMENTATION CONTROL (STAGE 1)
C5.3
EROSION AND SEDIMENTATION CONTROL (STAGE 1)
C5.4
EROSION AND SEDIMENTATION CONTROL (STAGE 1)
C5.5
EROSION AND SEDIMENTATION CONTROL (STAGE 2)
C5.6
EROSION AND SEDIMENTATION CONTROL (STAGE 2)
C5.7
EROSION AND SEDIMENTATION CONTROL (STAGE 2)
C5.8
EROSION AND SEDIMENTATION CONTROL (STAGE 2)
C5.9
EROSION AND SEDIMENTATION CONTROL NOTES & DETAILS
C5.10
EROSION AND SEDIMENTATION CONTROL NOTES & DETAILS
C5.11
EROSION AND SEDIMENTATION CONTROL NOTES & DETAILS
C6.1
SCM 2 PLAN & PROFILE
C6.2
SCM 3 PLAN & PROFILE
C6.3
SCM 4 PLAN & PROFILE
C6.4
SCM DETAILS
C7.1
ROAD A (STA 9+50 TO 20+00) PLAN & PROFILE
C7.2
ROAD A (STA 91+00 TO 30+50) PLAN & PROFILE
C7.3
ROAD A (STA 30+00 TO 41+00) PLAN & PROFILE
C7.4
ROAD A (STA 41+00 TO 52+00) PLAN & PROFILE
C7.5
ROAD A (STA 51+00 TO 62+00) PLAN & PROFILE
C7.6
ROAD C, D & E PLAN & PROFILE
C7.7
ROAD C, H & KARLOV ROAD PLAN & PROFILE
C7.8
ROAD I, J & K PLAN & PROFILE
ZONING CONDITIONS
1. PERMITTED USE TABLE:
USE CATEGORY
SPECIFIC USE
PRD C7
HOUSEHOLD LIVING
SINGLE-FAMILY DETACHED
P*
SINGLE-FAMILY SUBDIVISION
P*
2. ANY FORM OF GROUP LIVING PROTECTED BY STATE OR FEDERAL STATURE FOR USE IN SINGLE FAMILY
DWELLINGS SHALL BE PERMITTED ACCORDING TO THE SPECIFIC USE STANDARDS OF THE GARNER
UNIFIED DEVELOPMENT ORDINANCE.
3. THREE SINGLE FAMILY PRODUCT TYPES SHALL BE OFFERED, ONE SHALL BE A MASTER DOWN SINGLE
FAMILY.
4. THE MAXIMUM DENSITY SHALL NOT EXCEED 3.5 DWELLING UNITS PER ACRE WITHOUT MODIFICATIONS TO
THE MASTER PLAN AS OUTLINED IN THIS DOCUMENT, THE BETHEL DESIGN GUIDELINES & STANDARDS.
5. A DEVIATION OF GREATER THAN 20% IS REQUESTED REGARDING SECTION 6.12.A SINGLE FAMILY LOT
SIZES IN PRD DEVELOPMENTS. THIS SECTION REQUIRES SIXTY PERCENT (60%) OF ALL SINGLE FAMILY
LOTS TO BE AT LEAST 12,000 SF AND FORTY PERCENT (40%) MEETING A 9,000 SF LOT SIZE. 575 SINGLE
FAMILY LOTS ARE PROPOSED. A DEVIATION ALLOWING 230 LOTS OF FORTY PERCENT (40%) OF THE
SINGLE FAMILY LOTS TO BE 6,000 SF OR LARGER INSTEAD OF 12,000 SF IS PROPOSED, A FIFTY PERCENT
(50%) REDUCTION IN SIZE AND 345 LOTS OR SIXTY PERCENT (60%) OF SINGLE FAMILY LOTS TO BE 4,255
SF OR LARGER INSTEAD OF 9,000 SF, AN APPROXIMATE FIFTY THREE PERCENT (53%) REDUCTION. HAVING
SMALLER LOTS REDUCES THE REQUIRED YARD MAINTENANCE BY HOMEOWNERS AND PRESERVES
GREATER RECREATION AND USABLE OPEN SPACE AREAS AND COMMON SPACE AREAS.
6. A DEVIATION OF GREATER THAN 20% IS REQUESTED FOR SECTION 6.12.A BUILDING SETBACKS FOR A PRD
DEVELOPMENT. LOT SETBACKS ARE OUTLINED TO FOLLOW THE REQUIREMENTS FOR THE R-12 ZONING
DISTRICT. R-12 SETBACKS ARE AS FOLLOWS: FRONT-30% REAR-20% SIDE 6' MINIMUM, 15' COMBINED
MINIMUM, CORNER SIDE-20'. PROPOSED SETBACKS FOR THE DETACHED SINGLE FAMILY LOTS AREA AS
FOLLOWS: FRONT-20' (A 33% REDUCTION), REAR-20% SIDE 5' (A 33% REDUCTION), CORNER SIDE-12' (A 40%
REDUCTION).
7. THE NEIGHBORHOOD RECREATION AMENITY AREA SHALL BE UNDERWAY PRIOR TO FINAL PLAT
RECORDING FOR PHASE 4. THE POOL SHALL BE A MINIMUM OF 3,000 SQUARE FEET AND THE CLUBHOUSE
SHALL BE A MINIMUM OF 2,000 SQUARE FEET UNDER ROOF. A GAZEBO SHALL BE CONSTRUCTED AS A
PART OF PHASE 1 ON THE NORTHERN PARCEL AS A GATHERING SPACE UNTIL THE SOUTHERN PARCEL IS
DEVELOPED.
8. ALL SINGLE FAMILY HOMES SHALL HAVE AT LEAST A TWO -CAR GARAGE.
9. ALL HOUSING TYPES SHALL HAVE A MINIMUM .045 GAUGE VINYL SIDING. IF MASONRY IS NOT THE
PREDOMINANT 1ST FLOOR FINISH, THEN FRONT ELEVATION SHALL HAVE TWO TYPES OF VINYL SIDING, I.E.
LAP AND SHAKE, OR LAP AND BOARD AND BATTEN.
10. GARAGE DOORS FOR ALL HOUSING TYPES SHALL HAVE CARRIAGE DOOR HARDWARE. FOR ALL
PRODUCTS FIRST FLOOR GLAZING SHALL BE ACCOMPLISHED BY UTILIZING ONE OR MORE OF THE
FOLLOWING: GARAGE WINDOW LIGHTS SHALL BE PROVIDED, OR FRONT WINDOWS ON THE FIRST FLOOR,
OR WINDOW LIGHTS ADJACENT TO THE FRONT DOOR, OR HALF GLASS FRONT DOOR.
11. SINGLE FAMILY HOMES SHALL BE SLAB ON GRADE TURNED DOWN WITH 12" MINIMUM BRICK ON FRONT
AND SIDES.
12. ON SINGLE FAMILY HOMES, THE MASONRY WATER TABLE SHALL BE WRAPPED FROM THE FRONT ACCENT
INTO THE COVERED STOOP AREA (I.E. RETURN THE MASONRY WATER TABLE THROUGHOUT THE ENTRY
AREA), MINIMUM HEIGHT 2'-8".
13. ELEVATIONS WITH A CANTILEVER FRONT ELEVATION ACCENT SHALL HAVE DECORATIVE BRACKETS OR
SHELF SUPPORTS FOR SINGLE FAMILY HOMES.
14. SINGLE FAMILY HOMES SHALL HAVE MINIMUM 12" FRONT EAVES WITH MINIMUM 6" ROOF OVERHANG ON
THE SIDES (RAKES).
15. A FRONT PORCH OR COVERED STOOP, MINIMUM 4' DEPTH, SHALL BE PROVIDED ON ALL HOUSING TYPES.
16. PASSIVE RECREATIONAL AREAS SHALL HAVE 500 SQUARE FEET OF ENHANCES LANDSCAPING AND
BENCHES. TRAILS SHALL BE UTILIZED TO CONNECT SOME OPEN SPACE AREAS TOGETHER AND PROVIDE
ENJOYMENT OF THE NATURAL ENVIRONMENT.
17. AT LEAST A 100FOOT VEGETATIVE SETBACK FROM ALL RESIDENTIAL STRUCTURES SHALL BE PROVIDED
ALONG THE PROJECT'S FRONTAGE ON BOTH SIDES OF NEW BETHEL CHURCH ROAD.
C7.9
MAGNOLIA LANE PLAN & PROFILE
C8.1
STORM SEWER OUTFALLS
C8.2
SANITARY SEWER OUTFALLS
C8.3
SANITARY SEWER OUTFALLS
C8.4
OFFSITE FORCEMAIN PLAN & PROFILE (STA -0+50 TO 15+00)
C8.5
OFFSITE FORCEMAIN PLAN & PROFILE (STA 14+00 TO 29+00)
C8.6
OFFSITE FORCEMAIN PLAN & PROFILE (STA 28+00 TO 43+00)
C8.7
OFFSITE FORCEMAIN PLAN & PROFILE (STA 42+00 TO 57+00)
C8.8
OFFSITE FORCEMAIN PLAN & PROFILE (STA 56+00 TO 71+00)
C8.9
OFFSITE FORCEMAIN PLAN & PROFILE (STA 71+00 TO 85+00)
C9.0
PUMP STATION SITE LAYOUT
C9.1
PUMP STATION SECTION VIEWS
C9.2
PUMP STATION MECHANICAL PLAN
C9.3
PUMP STATION CALCULATIONS
C9.4
ODOR CONTROL BUILDING FLOOR PLAN
C9.5
PUMP STATION DETAILS
C9.6
PUMP STATION DETAILS
C9.7
PUMP STATION DETAILS
C9.8
PUMP STATION DETAILS
C9.9
PUMP STATION DETAILS
C10.0
OVERALL LANDSCAPE PLAN
C10.1
LANDSCAPE PLAN - SHEET 1 OF 4
C10.2
LANDSCAPE PLAN - SHEET 2 OF 4
C10.3
LANDSCAPE PLAN - SHEET 3 OF 4
C10.4
LANDSCAPE PLAN - SHEET 4 OF 4
C11.1
LIGHTING PLAN
C11.2
LIGHTING PLAN
C11.4
LIGHTING PLAN
C12.1
NOTES & DETAILS
C12.2
NOTES & DETAILS
C12.3
NOTES & DETAILS
C12.4
NOTES & DETAILS
C12.5
NOTES & DETAILS
C12.6
NOTES & DETAILS
C12.7
NOTES & DETAILS
C12.8
NOTES & DETAILS
C12.9
NOTES & DETAILS
C12.10
NOTES & DETAILS
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
rtina8
2ca!rNool
%LL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits llf aoolicablel
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit N
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
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LINE TABLE
L/NE
BEAR/NG
LENGTH
L 11
S41 °5925"W
98.43'
L 12
S31 °39 39 "W
18.74'
L 13
N61 °50'47"W
50.00'
L 14
S34 °34 29 "W
78.07'
L 15
S 14 °O8'52"W
78.69'
L 16
S42°03 46"W
23.71'
L 17
S86°03 43"W
38.55'
L 18
S25°5627"E
125.67'
L 19
S40 °29'05"W
60.13'
L20
S35°33 50 "W
20.08'
L21
S28°18'10'E
41.49'
L22
N89°29'49"W
57.43'
L23
S24 °31 '09 "W
97.61 '
L24
S 18 °58 42"W
29.52'
L25
N57°14'55"W
32.39'
L26
S28 °49'57"W
35.12'
L27
S33°3220"E
36.99'
L28
N39°49'O8"W
33.83'
L29
S55°3936"W
54.12'
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LINE TABLE
L/NE
BEAR/NG
LENGTH
L30
S88°2153"W
53.77'
L31
S3°5422"W
97.34'
L32
S 17°50'37"E
43.22'
L33
S66°31'17"W
36.64'
L34
S33°5252"W
112.03'
L35
S67°01'16"W
54.17'
L 36
S28 °35'46"W
183.68'
L 37
S 10 °38'30"W
117.57'
L38
S56°22'40"W
132.30'
L39
S39° 1120"W
105.19'
L40
S21 °55'51 "W
194.23'
L41
S68°1922"W
159.01,
L42
S66 °43'54 "W
126.55'
L43
S55°2622"W
143.92'
L44
S6°47'41 "W
78.17'
L45
S17°49'56"W
225.88'
L46
N67°52'12"W
115.53'
L47
S61 °53'58"W
86.3V
L48
S 16°02'33"E
156.80'
LINE TABLE
L/NE
BEAR/NG
LENGTH
L49
S4°3229"W
82.73'
L50
S35°2208"W
125.80'
L51
S23°20'43"E
140.33'
L52
S47°25'36"W
191.70'
L53
S51 °37'38"W
45.94'
L54
S29° 17'40"W
31.75'
L55
S3°34'32"W
38.42'
L56
S52° 1921 "W
7.05'
L57
S 16°16'46"E
50.55'
L58
S52°37'05"W
27.79'
L59
S 13 °3523 "W
58.29'
L60
S28°5629"W
36.54'
L61
S43°06'53"E
19.84'
L62
S66°55'16"E
93.45'
L 63
S38 °59'57"E
48.25'
L64
S8 °47'04 "E
50.12'
L65
S29°2322"W
62.18'
L66
S14°27'12"W
31.85'
L67
S4°1326"W
60.21'
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LEGEND
Q IPF - IRON PIPE FOUND
OD
MH DRAINAGE
® SPRINKLER BOX
O IRF - IRON ROD FOUND
QS
MH SANITARY
(9% SPRINKLER HEAD
IPS - IRON PIPE SET
O
MH ELECTRIC
6 CID COMPUTED EASEMENT POINT
® SPRINKLER VALVE
-
El CMF - CONCRETE MONUMENT
OT
MH TELEPHONE
0 GAS TEST LOCATION
Q MNF - MAG NAIL FOUND
©
MH WATER
® GAS METER
Q CP - COMPUTED POINT
STORM INLET
a GAS VALVE
8 CSF - COTTON SPINDLE FOUND
❑f
ELECTRIC BOX
FLAG POLE
BFP BACKFLOW PREVENTER
(r
VW WATER VAULT
❑T
TELEPHONE PEDESTAL
^
©
CABLE TV PEDESTAL
TREE
VT TELEPHONE VAULT
O BOLLARD
TC TRAFFIC CONTROL BOX
-, -
SIGN
VP POWER VAULT
Q
ELECTRIC METER
a BOREHOLE
VU UTILITY VAULT
®
WATER METER
® AC UNIT
O WF - WETLAND FLAG
® MAILBOX
RCP - REINFORCED CONCRETE PIPE
®
WATER VALVE
U
CMP - CORRUGATED METAL PIPE
® CLEAN OUT
VCP - VITRIFIED CLAY PIPE
�
FIRE HYDRANT
c GUY
DIP- DUCTILE IRON PIPE
POWER POLE
HANDICAP PARKING
HDPE -HIGH DENSITY POLYETHYLENE PIPE
0
fk HC
FES - FLARED END SECTION
a#
LIGHT POLE
® WELL
MKF - FIBER OPTIC MARKER
MKG - GAS MARKER
�+�.
*
YARD LIGHT
MONITORING WELL
TVP - TELEVISION PEDESTAL
SIGP - SIGNAL POLE
<
GROUND LAMP
Q ROOF DRAIN
HVAC - HEATING, VENTILATION AND AIR CONDITIONING
o-h WATER SPIGOT
LSA -LANDSCAPED AREA
- -
DEED LINE
R / W - RIGHT-OF-WAY
LINE NOT SURVEYED
P / L - PROPERTY LINE
C/L- CENTERLINE -----------------STORM
LINE
NTS - NOT TO SCALE
SAN
SANITARY LINE
GV - GAS VALVE
CB - CATCH BASIN
X
FENCE
GI - GRATE INLET
YI -YARD INLET
OHP
OVERHEAD POWER LINE
CI - CURB INLET
G
PAINTED GAS LINE
EP - EDGE OF PAVING
TBC -TOP BACK OF CURB
UGP
PAINTED POWER LINE
CCR- CHATHAM COUNTY
RECORD
PAINTED STORM LINE
WCR - WAKE COUNTY
UGT
PAINTED TELEPHONE LINE
RECORDS
DB- DEED BOOK
W
PAINTED WATERLINE
PB - PLAT BOOK
PG -PAGE
EDGE OF TREELINE
SF - SQUARE FEET
'
O - SITE ADDRESS
—UFO
PAINTED FIBER OPTIC LINE
—
UCATV
— PAINTEDCABLETV LINE
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( l ) < 1 _ // \ J /// ) J - I / I I I r .,r/ I1 > ) / } I `\ / rl ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER,
1 / < I ( L / / \ \, / < � I / ) \ < ) J_ /�,//I ( \ I \ \ r 1�L
( ( r f ) ^ \ /,/ `\ -/ �`� \ \ I r, \> `i / ) �\ ) / \ ( - I([ ir_ I I-) < J t I "r NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
\ ) / / )_1 i- - - / / I\) / �1 )
r/ - -I - / 1 / / I. \ �( /I \
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit N
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permil
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit *
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1 _ _ 1 / NOTES
, / _ _ _ „\ \ \ - \ \ \ - - - - - - \ / \ \) ) \ J ! I/ / / - / / % / / 1. BOUNDARY INFORMATION
J --� \ 5 // I - \ t -�/_ \ II I I \ - r \ / / J ) l \ \ / / / l °l I I //
c , \ _ _17j - ( I T `>, ! \ _ - \ ) r r J / I /f 1 _ / l/ I l I I //
r - / /- \ / r r - - ) \ \ \ \ \ 11 ` _ - - _ / - / - / % , \ / r / i 1 / / r i/ / I / / I / / PROVIDED BY TIMMONS GROUP.
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<, (<J / - `- - -' \ \ \ - ( - \ - \ - _ 1 1 ° \ - \ /, / r - / / J / / /'_ . / - ) I l \ r r> J r , / 1- 1 / // l 1 1 i
_ _ . J - \ r ) I J / a \ - \ - - - _ \ , ` ) � J > / > < r / / / / \ / I 1 ( Jr / �� / I / 2. EXISTING TOPOGRAPHIC
) r - - - \ - - -) \ I \ \ // _ � ( / / > 1(\ - 1 / / / - ) - \ / , / I - \ ) _ / / / / / // ,f / I INFORMATION PROVIDED BY
\ • . / - _ -� \% \ , - \ I/ / / / - _ / _ / c `) / 1 f / / / / _ - - / J I \ 1 / \Q I / / / / / / l I TIMMONS GROUP AND WAKE
J/- -_ / --- -k -- � ,\ ` r l T \ / 7 \ / - j / ( / ) / ' r- �/ -/-1 / / J / �' / / / // / /
/ i - / ` �/- ( - - ` to \ \ \ \ 1 r\ % / ./ J � / - = -../
/ ! \ / � - ^ / - r / / / / / - !o- / / l ( ^ I / / / /
_ J / / / UNTY l .
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- ' J \ - ` ^ \ o\ -) \ I _ / /- � \> \ -/ �/ - / J / - J _ / ,-/-- / J/ J -/ _ - - - ' / / / I / / l l ( / / / �,/ / // / 3. EXISTING NEUSE RIPARIAN
/ " 1 I / _ - _ - - I- I J / ' J I / / / � ✓ J � J f J r - - / / / (// / / // / BUFFER AND WETLAND
% - / / 1 I 1 f ) ` ^ \ / � - � - - - - , - l / / ' / _ Jr / J , / / r -- a f / - I / / l / / / pp�°/ / DEL /NEATION BY TIMMONS
'Irr - / / \ r - /_- -/ )<, I / / J f / /- - / // / / / L- ; r� /' / / / / // // /
- , J ` / 1) Q I V J r ` � i \ _ - _ _ - _ / / r r ! > / _ L / / / / / / GROUP.
In ( / / 1 - f I , .� c / / / - / / J / // / / //
/ _ ' I `) / , - — — \.) ( / / / / ` _ - / / / / /I 4. ADJACENT PROPERTY OWNERSHIP
/ - �- r lI / / / / l ~ter I ( / / / �_ ! ;�� - - - _ - \ -I J s / J / / / / / .11 r / > / / J / fl � / - - r I �\1 - / i / ' / / / / // / ,°// INFORMATION TAKEN FROM WAKE
r \>,\ / % / / - / ) \\ ( I / \ \ ( ) / / r , / / _ _ - - - __ / / \ '/ \ ) �� /' , l / J / // / / , / % _ , / - / -j / / r / / / /� I
/ ,- ., � .11 // COUNTY G/S.
/ - , / / S / r / p - J ,t / / / \ I / / / , / CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
- -N I / 1 - / \ ) _ / / ) 1 / - - \ - � ( �� / r / / / / / / Town of Garner
/ / / / I) ' `I J ( - / J ( \ / I I I ( - / - - - - - \ / / / r J / _ I ) J / / % / / / / / / / Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
/ , / /a ! , t / / I / \ / ^ - / / r / / Engineering Department
/ \ \ _ rJ \ I ( I / / J J ` / / ! ) / \ - - 0 / � 1 ^ I r / e / / / ' / / (Y) Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
1 / I 1 f J .11 , / J / \ \- / / - _ _ ,./ \ r I / / / / / , 00 proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
/ / / / / \ / I / J /- ' \, / 1 / / / / / / Q modification to this approval once issued will invalidate this approval.
J; , ' r' </ /) I/ / i /- / / J, /r %! , /, 11 - � _ / _ //" J J^ J �J // // / / APPROVED
! / f / - / ) � \ I / I t / / / , / / ' J ( I C / ( ( f / ^ - -\ _ L / � / / / / , / �/ / / / / / / / / / z City of Raleigh Development Approval
(/ / / I / / ( ) \ / ) / / (/ / / I / /-1 - �/- /- I J/ / // / / / / /
(a r / � / � � ) 1 / / / / / / - 1 / r / '� - - _ ., - / / / v, / - / / / / / / Raleigh Water Review Officer
I/ / I / '° / / I ^/ / / /� / / / / \f / /// l -r J\_ -_ r-' J / /' // // / /
/ ( / r / / \ / \ - / / f ( \ J J / y/ / /- .- - - -
1 /) )l \ l J \ / �/ / 0 / ( / J / / / / / J(I f / 1 a _ / I /� - ) r _ _ - ' o / / - - / / / / / SCALE 1 "=60'
I'
J ) / \ / / ( r I i I ( // / / � f / ` ( / / / - J ,- ,' / - - / / / / / SITE PERMITTING APPROVAL
\ \ ! f f / `` -7 1 / / I / c r11 1 -- - - ' / 0 60' 120'
`\J / 1 j r I/ - / / f ( / r / / / r / /I / / r1 // J - - ' / / ' - - / SIGNED DATE water and Sewer Permits (if applicable)
I ) ( f ( J / (J / / / / / / I > - J / 1 / / I / / / ) ) -/- / / - / , / - The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
( f / ) / / / r I J ) / r ( / '/ / / , / / material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
/ J r / / r / / / / J / r ! - 11 / / / / I / II el / j , / - i / i Utilities Handbook. City of Raleigh Public Utilities Department Permit it
// (r/�L / / - J / � / / / , �, / J / / / r ( / / / / / --/ / / , - / Cn ■
/ r 1-1
J / ( / / ! / / / / , / / K I I I &� The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
/ / < / / / f ! f / / / / / ( /-/ / / / / / material and Construction methods used for this project shall conform to the standards and specifications ofthe City's Public
/ r r / , , / ./ -( / / / / ` / ! / ( \ / / / / / / / f Utilities Handbook. City of Raleigh Public Utilities Department Permit >f
/ / I / f I // / ✓ // J / / / / / r , J ) / J / / J / / / / / / / / / // / The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
I > I / / / -/ r / -/ / ( ` 7 / / / / / / / system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
( � / � / / � \ j ( ) / f I - / / J) J / / / / / / / / / / I and specifications of the City's Public Utilities Handbook.
- , ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER,
/ J \\ \ !' / / / / / / / / J / - / / i i / / / / / / 1 / City of Raleigh Public Utilities Department Permit *
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LEGEND
Q IPF - IRON PIPE FOUND
Q
MH DRAINAGE
® SPRINKLER BOX
O IRF - IRON ROD FOUND
SO
MH SANITARY
DRI SPRINKLER HEAD
• IPS- IRON PIPE SET
Q
MH ELECTRIC
0 CP COMPUTED EASEMENT POINT
® SPRINKLER VALVE
-
Q CMF - CONCRETE MONUMENT
O
MH TELEPHONE
Is GAS TEST LOCATION
E) MNF - MAG NAIL FOUND
©
MH WATER
® GAS METER
(D CP - COMPUTED POINT
STORM INLET
O GAS VALVE
(D CSF - COTTON SPINDLE FOUND
❑5
ELECTRIC BOX
^
BFP
(I FLAG POLE
BACKFLOW PREVENTER
❑T
TELEPHONE PEDESTAL
VW WATER VAULT
,<,,, TREE
11
©
CABLE TV PEDESTAL
VT TELEPHONE VAULT
OO BOLLARD
TC TRAFFIC CONTROL BOX
-a- SIGN
VP POWER VAULT
Q
ELECTRIC METER
0 BOREHOLE
VU UTILITY VAULT
®
WATER METER
® AC UNIT
O WF - WETLAND FLAG
®
WATER VALVE
C,5 MAILBOX
RCP - REINFORCED CONCRETE PIPE
CMP - CORRUGATED METAL PIPE
® CLEAN OUT
VCP- VITRIFIED CLAY PIPE
-(5-
FIRE HYDRANT
< GUY
DIP - DUCTILE IRON PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
POWER POLE
( HC HANDICAP PARKING
FES - FLARED END SECTION
0-*
LIGHT POLE
® WELL
MKF - FIBER OPTIC MARKER
MKG - GAS MARKER
*
YARD LIGHT
MONITORING WELL
TVP - TELEVISION PEDESTAL
SIGP -SIGNAL POLE
GROUND LAMP
O ROOF DRAIN
HVAC - HEATING, VENTILATION AND AIR CONDITIONING
o-F WATER SPIGOT
LSA-LANDSCAPEDAREA
— —
DEED LINE
R / W - RIGHT-OF-WAY
LINE NOT SURVEYED
P / L - PROPERTY LINE
C/L- CENTERLINE - - - - -
- -
- - - - - - - - -
_STORM LINE
NTS - NOT TO SCALE
SAN
SANITARY LINE
GV - GAS VALVE
CB- CATCH BASIN
X
FENCE
GI - GRATE INLET
YI - YARD INLET
OMP
OVERHEAD POWER LINE
CI -CURB INLET
G
PAINTED GAS LINE
EP - EDGE OF PAVING
TBC - TOP BACK OF CURB
UGP
PAINTED POWER LINE
CCR- CHATHAM COUNTY
RECORD
PAINTED STORM LINE
WCR - WAKE COUNTY
UGT
PAINTED TELEPHONE LINE
RECORDS
DB - DEED BOOK
W
PAINTED WATERLINE
PB - PLAT BOOK
PG -PAGE
EDGE OF TREELINE
SF - SQUARE FEET
.
O - SITE ADDRESS
—UFO
PAINTED FIBER OPTIC LINE
—
UCATV
— PAINTED CABLE TV LINE
is
IN
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
Water and Sewer Permits (if aoolicable
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit N
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permil
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit *
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5' SHARED
5' SHARED -
ACCESS &
ACCESS &
MAINTENANCE
MAINTENANCE
EASEMENT
EASEMENT
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I� I SETBACK
5'SHARED-
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i FOOTPRINT i i FOOTPRINT i i FOOTPRINT i
5' SIDEt VARIES 5' SIDE VARIES 5' SIDE VARIES ;
SETBACK SETBACK SETBACK
r r r r r r
20' REAR
SETBACK
SITE DATA- PHASE 3
SITE AREA
70.92 ACRES
DISTURBED AREA
45.37 ACRES
TOTAL LOTS ALLOWED
--- LOTS
TOTAL LOTS PROPOSED
124 LOTS
DENSITY ALLOWED
3.5 DUA
DENSITY PROPOSED
--- DUA
LF OF PUBLIC STREETS
8,018 LF
APPROXIMATE IMPERVIOUS AREA
669,751 SF
LF OF SIDEWALK
12,745 LF
LF 8" PVC SANITARY SEWER
5,997 LF
LF 6" DIP WATERMAIN
423 LF
LF 8" DIP WATERMAIN
4,719 LF
LF 12" DIP WATERMAIN
2,588 LF
ZONING: R-20
N/F a
N/F DOAN S. BRYAN
OAK PARK DEVELOPERS LLC PIN: 1629-22-3414
PIN: 1629-01-2910 WB 10-E-0001
DB 17299 PG 2276 (DB 89 PG 4421)
PB 2017 PG 851 \ ZONING: R-20
ZONING: R-9 \ \ \ \
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\ DB 8190 PG 2235
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B C MASTER DOWN LOTS \ / / / / / 60 (`) /j AN}ENI10 IL KIO
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LOT DATA- PHASE 3 STREET TABLE N� JAMES R. BRYAN '
- - - -- - -- - ( / // PIN: 1629-11-4632 / (B) 14�
PHASE 3
STREET NAME
TYPE
LENGTH (LF)
MAGNOLIA LN
COLLECTOR
974
STREET A
COLLECTOR
4,423
STREET C
LOCAL
150
STREET D
COLLECTOR
191
STREET E
LOCAL
160
KARLOV RD
COLLECTOR
341
STREET H
LOCAL
140
STREET I
COLLECTOR
205
STREETI
COLLECTOR
160
STREET K
COLLECTOR
65
DB 7654 PG 944 (B) // . B)
43
PB 1994 PG 311 // / 65 �j //
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MINIMUM LOT SIZE PROVIDED 6,120 SF 1 - sF (� / / \ \\ ]B t�s
TOTAL: 6,809 / �` /� / / \\ \\ \ ]9 (B) �/
BUILDING SETBACKS / \ /� / / / B 8.
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\ \ ( / 94 / / iBi // PB 1997 PG 1741 USPS NOTE
♦
g6 �B� ZONING: R-20
TWO CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT OPEN SPACE
,/� ze �
iBi i14 % RECREATIONAL OSR 2 AND OSR 9. PROPOSED KIOSK LOCATIONS WILL BE
B; APPROVED BY USPS PRIOR TO PRELIMINARY SUBDIVISION APPROVAL. IF
(B ADDITIONAL TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF LOCATIONS
B> / SHALL BE RECEIVED FROM USPS.
220
R3o B) \ ''' AN ENLARGED DETAIL OF THE MAILBOX KIOSK AREAS AND ASSOCIATED PARKING
6) (B) `B) IMPROVEMENTS SHALL BE REQUIRED ON THE SUBDIVISION CONSTRUCTION
8
\ \ \ \ ��5 /- DRAWINGS AND SHALL COMPLY WITH ALL THE STANDARDS REQUIRED BY THE
TOWN OF GARNER UNIFIED DEVELOPMENT ORDINANCES AND ADA STANDARDS. F, 4
�' `\ `\ \\ \` `226
\\ IMPERVIOUS TABLE
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w W w GENERAL SITE NOTES
W
w
1. REFER TO PLANNED RESIDENTIAL DEVELOPMENT MASTER PLAN FOR ALL BUILDING REQUIREMENTS. ANY REQUIREMENTS NOT SPECIFICALLY REFERRED TO IN THIS
PRELIMINARY PLAN SHALL REVERT TO THE TOWN OF GARNER LIDO REQUIREMENTS.
2. ALL STREETS SHALL BE PUBLIC AND TURNED OVER TO THE TOWN OF GARNER.
3. ROADS AND DRIVEWAYS SHALL COMPLY WITH NCDOT AND TOWN OF GARNER STANDARDS. LEGEND
W w w 4. NEW BETHEL CHURCH ROAD IMPROVEMENTS SHALL BE APPROVED BY NCDOT AND CONSTRUCTED BY THE DEVELOPER.
5. AN ENCROACHMENT AGREEMENT WITH NCDOT WILL BE REQUIRED PRIOR TO CONSTRUCTION ON NEW BETHEL CHURCH ROAD.
W \ \ 6. THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INITIAL FEES
wW w W CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION FEES ARE REQUIRED TO BE PAID UP FRONT AT TIME OF INSTALLATION. LIGHTING ALONG NEW BETHEL
CHURCH ROAD WILL NEED TO BE IN ACCORDANCE TO NCDOT STANDARDS.
' 7. CONTACT THE ENGINEERING DEPT. AT [e-mail] TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING PERMITS
FOR THIS PLAN.
W w W % 8. ALL STREETS ENDING/BEGINNING AT A PHASE LINE WILL NEED TO PROVIDE TEMPORARY TURNAROUNDS.
W 9. A LIGHTING PLAN FOR ALL OFF STREET PARKING AREAS AND THE AMENITY CENTER WILL BE REQUIRED AT THE TIME OF SUBMITTAL FOR EACH PHASE.
W W 10. IRON PIPES SHALL BE INSTALLED AT ALL PROPERTY CORNERS UNLESS SHOWN OTHERWISE.
Following site plan approval, please contact Andrew Lake with Wake County
Environmental Health Division at [phone] for review and approval of the Soil
Erosion and Sedimentation Plan. Prior to any timbering, clearing and/or grubbing on site,
and if your project is disturbing one acre of land or more - you must submit an Erosion
and Sedimentation Control Plan to the Wake County Department of Environmental
Services / Water Quality. In order to receive approval from Wake County you must have:
(1) Installed your Tree Protection Fencing,
(2) Have the location certified by a licensed engineer or surveyor on their firm's
letterhead using the following certification language:
Tree Protection Fence Installation Certification
I, , hereby certify that the required Tree Protection Fence has
been installed in accordance the regulations of the Garner Unified Development
Ordinance and with the approved landscaping plan as included within the approved
preliminary plan set titled , referenced as Town of
Garner planning case number and stamped and dated for
approval on
Signature Date
Seal
(3) and contacted the Town of Garner planner coordinating your project for a site visit
to ensure other regulations regarding TPF are followed.
11. ALL DESIGN AND CONSTRUCTION METHODS SHALL COMPLY WITH WAKE COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS. AN EROSION CONTROL PLAN
SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING.
12. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
13. STREET NAMES SHALL BE APPROVED PRIOR TO LOT RECORDATION.
14. ALL STREETS WITHIN THE SUBDIVISION SHALL HAVE A POSTED SPEED LIMIT OF 25 MPH.
15. 404 APPROVALS WILL BE OBTAINED FOR ALL IMPACTED WETLANDS.
16. PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS ADJACENT TO NEUSE RIPARIAN BUFFER.
17. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS SHALL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE
SHALL BE RESTRICTED TO AN ON -SITE LOCATION.
18. THE WATER AND SEWER SYSTEMS SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
19. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH PRIOR TO CONSTRUCTION.
20. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT.
21. STORMWATER CONTROL MEASURES SHALL BE CONTAINED IN AND ACCESSED VIA OPEN SPACE MAINTAINED AND OWNED BY THE HOMEOWNER'S ASSOCIATION. A
MAINTANCE PLAN SHALL BE DEVELOPED TO ADDRESS THE STORMWATER CONTROL MEASURES.
22. PRIVATE STORM DRAINAGE EASEMENTS SHALL BE MAINTAINED BY THE HOA.
23. PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. REVIEW AND APPROVAL PROCESS BY THE PLANNING
DEPARTMENT.
24. SUBDIVISION LOTS MUST BE LOTS OF RECORD PRIOR TO RECEIVING A BUILDING PERMIT.
25. PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY, THE OWNER/BUILDER MUST SUPPLY THE TOWN WITH A FINAL LETTER OF CERTIFICATION FROM THE
LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS INSTALLED ACCORDING TO TOWN
STANDARDS, THE APPROVED PLANS, AND APPLICABLE CONDITIONS.
26. DURING THE ENTIRE PERIOD OF CONSTRUCTION ACTIVITY, ALL PROTECTED TREES SHALL BE SURROUNDED AND PROTECTED BY AN ORANGE TENSAR GEOGRID
FENCING. TREE PROTECTION FENCING SHALL BE INSTALLED A MINIMUM OF 10' FROM TRUNK OF ANY PROTECTED TREE OR DRIP LINE. ONE SIGN SHALL BE PLACED
EVERY 200' ALONG FENCING TO READ "TREE PROTECTION AREA. DO NOT ENTER/ PARA PROTECCION DE LOS ARBOLES - PROHIBITED ENTRAR".
27. A MAINTENANCE PLAN ALONG WITH A MEMORANDUM OF AGREEMENT MUST BE DEVELOPED FOR ALL STORMWATER CONTROL MEASURES (SCMS) INSTALLED TO
ACHIEVE NITROGEN LOADING AND/OR FLOW ATTENUATING REQUIREMENTS AS PART OF THIS PROJECT. YOU CAN DEVELOP YOUR OWN MAINTENANCE PLAN OR FILL
OUT THE SAMPLE MAINTENANCE PLAN. THIS MAINTENANCE PLAN IS REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF DEEDS PRIOR TO CD
APPROVAL. PROOF OF SAID RECORDING WILL BE REQUIRED AT THE TIME OF PLAT RECORDATION.
PROPERTY LINE
ADJACENT PROPERTY LINE
- - - - - -
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- -
PROPOSED LOT LINE
- -
BUILDING SETBACK
PROPOSED ROAD CENTER
■ ■
PHASE LINE
- -
DRAINAGE EASEMENT
X
FENCE LINE
SANITARY SEWER EASEMENT
TOG GREENWAY
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
COMMON AREA
PROPOSED 5' SIDEWALK
AMENITY AND MAIL KIOSK AREA REQUIRE
SEPARATE SITE PLAN AND APPROVAL.
A HOMEOWNER'S ASSOCATION (HOA) WILL
OWN AND MAINTAIN ALL OPEN SPACE
PARCELS AND WILL BE RESPONSIBLE FOR
MAINTAINING ALL LANDSCAPING REQUIRED
BY THE GARNER UNIFIED DEVELOPMENT
ORDINANCE (UDO).
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
M
M
Z
SCALE 1 "=200'
0 260' 460'
IIPERVIOUS AREA IN SINGLE FAMILY LOTS 11.64 AC
OADWAY IMPERVIOUS AREA 9.96 AC
MENITY/PARKING IMPERVIOUS AREA 2.00 AC
OTAL PHASE III SITE IMPERVIOUS AREA 23.60 AC (33.90%)
OTAL PROJECT TRACT IMPERVIOUS AREA 38.85 AC (23.18%)
RECREATION & USABLE OPEN SPACE AREA (PHASE 3)
TOTAL NET SITE AREA
3,089,267 SF
70.92 AC
REQUIRED OPEN SPACE
25%
17.73 AC
PROVIDED OPEN SPACE
37.29%
26.45 AC
RECREATION & USABLE OPEN SPACE 9
318,413
SF
7.31 AC
RECREATION & USABLE OPEN SPACE 10
132,698
SF
3.05 AC
RECREATION & USABLE OPEN SPACE 11
6,120
SF
0.14 AC
RECREATION & USABLE OPEN SPACE 14
694,847
SF
15.95 AC
TOTAL
1,152,079
SF
26.45 AC
1. THE TOWN WILL BE RESPONSIBLE FOR THE MONTHLY COSTS FOR PUBLIC
STREET LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR ALL
INITIAL FEES CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION
FEES ARE REQUIRED TO BE PAID UP FRONT AT THE TIME OF INSTALLATION.
2. MAIL KIOSK PARKING INSIDE PUBLIC RIGHTS OF WAY ARE NOT MAINTAINED
BY THE TOWN OF GARNER. ANY PARKING SPACES ALONG A PUBLIC
STREET SHALL BE SEPARATED BY A 2' WIDE X 8' DEEP CONCRETE BAND TO
SEPARATE PUBLIC STREET FROM PRIVATE PARKING MAINTENANCE.
3. CONTACT THE TOWN OF GARNER ENGINEERING DEPARTMENT PRIOR TO
CONVERSION OF ANY SCM ONSITE FROM AN EROSION CONTROL DEVICE
TO A STORMWATER CONTROL MEASURE.
4. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED
STREETS ARE FULLY MAINTAINED FOR REASONABLE ACCESS BY
MAINTENANCE PERSONNEL.
Town of Garner
Engineering Department
APPROVED
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications ofthe City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
r # -
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
LL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER, City of Raleigh Public Utilities Department Permit#
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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NO CONNECTION TO NCDOT
MAINTAINED ROAD PER NCDOT
&/�\\\,800SF \i
6,613 SF
/ 92(B) \
PT = 10+62.95 / 61120 SF /
PC = 10+42.80
93(B) \ \
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AS ENT, TYP.
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II
PROPOSED PHASE 1& 2
152(B)
6,63U SF
6,630 SF \\ \ ///// �P PE N-2 79S?89„ \
\MgGNp �\
RETAINING WALL #1 DESIGNED, \
20' P IVATE `\ \moo \ \ \ /j /'� 5���� 3ti� URB RAMP `/ \
PERMITTED & RAILING REQUIREMENT so'o,� q N R3�_
AINAGE /�\ \ 154(C) � \ / j / ��� / I \ � ,
ASSESSMENT BY OTHERS) EASEME \ \\,\\ 6,63o SF \ \ / 6o SIC�kT , \
TRIAD L� TYP. / T
\ \ 61630 SF \ \ / / / \� ' \
6,630 SF \ \ \ / j / / 10' STR\EjET TREES � � T �
/ O \ E EMENT, T)P.
I EXISTING �
/ 157(C) \ \ / / / � WETLANDS PHASE 2 4 OVERHEAD %� // \ 6R12.5'
,630 SF \ / /
POWER L E EA,§EMENT // ,' � / \\ .p \�\ \\ \�// � �\ I / / \ // /
/ \ \ $'665 sF V A / / / / PHASE 3 / / - ; R=200.00' '
/ —
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8" SIDEWALK, TYP. / / / V �R30' wrn
160(B)\ 30" CURB & / /
6,938 SF \ \ ✓ // /� / / / / / GUTTER, TYP. PROP / / AMENITY AREA/ \ W
PROPOSED TOWN OF GARNER PUBLIC &MAIL KIOSK \
GREENWAY WITH 30' EASEMENT, PER61940 SF
161(B) \ \ // / TOWN OF GARNER STD NO.3.07
1805 8 6F
,7 �A / / // \ 30' PRIVATE
/ DRAINAGE
163(B) \ \ / / / / / \ / AND ACESS
6,756 SF /
142(B) s / EASEMENT /
6,645 SF /
pJ/ / / i / \ 164(B)
.001�
.0000
/ \\\ > / / \ 143(B) \ \ / / 25' PERIMETER
/ \ \ 6,890 SF \ \ / /
SETBACK EASEMENT
165(C) 7\ `\ // / / \7\0\�TREET TREE\ /
++fi�n�
6,s48SF `\ \/// :' f E�'`ENT,TYP/%
/ \\ \ 144(B)
7,083 SF
7,180 SF
i. 6`
,860 SF \ / / \ 146(B) � \ // / JCM 2
�/ h / \ 7,180SF \ \/ DC� /
(DRY
/ o �
168(C) \\\✓/ ;�����—�+77.29 \ DETENTION
pJ/ / \ 6,653 SF i, :, / \ 147(B) \ \ / /
Al / `\ // fb v \ \ 7,083SF /
POND)
or
6,63 / \ 148(B)
6,890 SF \ /
j \ \ / / / / \ \73
30v
(c) � \ `\ / /\,// h\ — 20' PUBLIC ACCESS
eRIV� l SF
RAGE j/ / \ �7 / / / & PRIVATE DRAINAGE
EASt`A�,T, / 30, / / EASEMENT
171(C)
6,630 SF \/ /
URB
6,630 SF1TTER, TY D
ACM 3
73o>\ // s� . (DRY
\ 173(B) \ \ / 8' SIDEPATH
\ \ 6,630 SF / DETENTION
S' 7,+09.86 STREET YPE N- URB
o RAMP PE�ToG POND) /
�TA O�QJ� ,STET STND. 5.01, TYP.
4 / / 30 /
7,05� `\ / 61> PC = 0+67.17 '
\ 4�69 // 6) - 50' STREAM
7// 7 BUFFER
s
/e
B)F// / \ _ ,A \ - 20' PUBLIC A�ESS
// / / / RAM ��� �� & PRIVATE DRAINAGE
R30' \ EASEMENT
20' PRIVATE
SCALE 1 "=60'
NOR
0 60' 120'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
— — — — — —
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
— —
PROPOSED LOT LINE
— —
BUILDING SETBACK
PROPOSED ROAD CENTER
■ ■
PHASE LINE
— —
DRAINAGE EASEMENT
X
FENCE LINE
SANITARY SEWER EASEMENT
TOG GREENWAY
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
COMMON AREA
PROPOSED 5' SIDEWALK
Town of Garner CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Engineering Department Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
Proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
APPROVED
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
SIGNED DATE
Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications ofthe City's Public
f _ Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and sP ecifications of the City's Public Utilities Handbook
L CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNE
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
City of Raleigh Public Utilities Department Permit #
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�1?0�1\ \
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POWER LINE
\ EASEMENT
\ 61860 SF \ /
168(C)
\ 6,653 SF
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7,?, \ C JI'h7 W
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LOCAL AND MIXED USE BARRICADE / J// / / / /�� / \ 3o\\ \
PER TOWN OF GARNER STD. 3.17 / /
�J/ /// // / \ \ 61630 SF \ \ / " URB AND
\ / G TTER, TYP.
/ ///��/ // / \\\ \ /i
RETAINING WALL 2 (DESIGNED, / �/ / / 730�
PERMITTED & RAILING REQUIREMENT / A / / / /� / / / `\ 173(B) \ \ // / 8' SIDEPATH
ASSESSMENT BY OTH�RS) / / / /� / / / ,/ /� \ \ 6,630 SF \ /
T SEE S�f C4.5 6 // / / °/ / �` / ST 7,+09.86 STRE/� YPE N-2 CURB
EMPORARY TURNAROUND � / / / / / / / , cJZ / RAMP PER ToG
/ ` \
RETAINING WALL 3 (DESIGNED,
`PERMITTED & RAILING REQUIREMENT /
ASSESSMENT BY OTHERS)
SEE SHEETC4.5�
2 ERIMETE
2DRAINAGE t9/
/ / \ EASEMENT
+47.97
/ I
/
65 I
176(B) bO
8,174 SF �I
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\ \/ -1:5A Q \PER ToG \>\\ 7,027 SF �\ I
STN .01, pp A 1 U STREfF \TREE I
\� P. & 61 20 S)F o\. EASEMEN� ,1 YP. _ISF
�TA O�QJ�O ,STI E30, T STND. 5.01, TYP.
7,05 \ / �o PC = 0+67.1
\ 86
9// / 6 7� s',
/� sRO��rJ
/ M M
+ / 175(B)
��I 9,733sF///// / kk)A�MP\ x
/ / / R30' \
SIGHT-
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60'ROW,32'BB
181(B) O_\
184B \/ 6,320SF \ \ \9 K�W W ' _--J�� ---
/ 6,721 SF % \ 182(B)-
/ 6,120 SF
R30 'TY9E'N 1
/ // / / \\ \\ 'A \\�\ //// \ \ \ ✓// T/'kAMP P�i = 30+96.20/
/ 183(B)
PC = 25+77.45 \ `'cP pp, 9,563 SF
TY,e I�1 STA 29+46.y'3 STREETj,�
STA ??? STREET I
>C
PT = 24+30.27 ° / \\ y / /
\ W 6,606 SF
71545SF \ \ 2��7 / /�/1 \ \ \ 202(B)
\\\WO6,631SF
1
�' / // \ \ \\> 682SF
/ PC = 23+60.15 / \ \ 186(B) \ - T -N-1
6,120 SF \\\✓// / / / \ \ 204(B)
/\\>wo6,772SF
/ / / / / / / 65 •\ p\ \ / / / / \ \ \ 205(B)
187(B) \ 6,630 SF \
\ \ \
6,120 SF / ,/ / W
\ \ �\ / / ( .52� / �\ \ \\wo 6,630 SF
/
< 188(B) \ / / / // \ 207(B) \\ . \ / / 5 PT = 28+3.88
7,161 SF \ / / // \ \ \
7,404 SF ?
\ > / / / �� j / / P
/
6,120 SF \ \ 1-1 // / / / / \ \ 208(B) \ \ \ / PC = 28+09.63
ISTI T� ".1 / / / / \ \ 7,448 SF
/E Ed. MIF, T/70
6,120 SF ' CURB �/ / `� %1i / // \ \ 6,630 SF \ \ /
o. \ 9A1 �. // \ \� \ / STA 26+32.82 STREET P�' /
< 192(B) \ Q TT'SrP. \
20' PRIVATE 6,120 SF / \ \ / / \ 210(B) \\ �\ /, �6 STA 0+00.00 STREET H
\ \ / �/ �'� // � \\ \
DRAINAGE 193(B) 70,
51 �\ tW� La P� 6,630 SF
EASEMENT / ,�' T / / \ \� 6,12o sF \
211(B)
7,469 SF
< \ 194 B \STREET TF�E >
\� 6,120 SFCEMENT, TYP,
\ 212(B)
< \ o_
61120 SF \\ \ / T / / P �1/ /0'rCURB \\>0 7,879 SF
196(B) \ \\ \ / /� S�FLEE� 2glg / / /\ 'GUTTER, Y� \ 213(B) \\ ` \\\V / `O�'
6,120 SF \ \ ) \/ / / O`N'3 / / / \ \> 6,885 SF \ /
\ 197(B) \\� \\ \ / i � 60� /� �5' SIDEWA� \ 214 B \ 1�5\ \ \ /
\ /
1\YP. \ \� 6,885 SF
/ \ \ \ \ 215(B)
61 20 SF \\ \ \ \i / / 6,885 SF
/ 25PERIMETER SETBACK
E \ \\/ �// / //�/\ \ \ \ 216(B)
6,885 SF
6,885 SF
p�
218(B)
6,885 SF
6,885 SF
220(B)
6,885 SF
\1Q' STREET kE 221(B)
SEMENT, Y( 6,885 SF
6,885 SF
/ \ \ w
223(B) s \ \ / / / 61.,. / RETAINING WALL 4
\ \ \ \ \ \ '
\ \ \\>w 6,885 SF \ \ / �' (DESIGNED, PERMITTED
-2 LIRB 224(B) \\ \ 51,& RAILING
E 6 88 SF REQUIREMENT /
S-ETBACK
S T \\
51 ^ ANGLE, n F\ 180(B) \\ \
186 SF \\ \
,TRIANGLE , T
R-230 001
PT = 1 +52.
i
- -- - - - - O'rCU3B-AND.
- G`CJ1-TER.TYF:�
/ 8' SIDEPATH /
PROPOSED TOWN OF
GARNER PUBLIC GREENWAY
WITH 30' EASEMENT, SEE C12.3
NOTES -
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
- - - - - -
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- -
PROPOSED LOT LINE
- -
BUILDING SETBACK
PROPOSED ROAD CENTER
■ ■
PHASE LINE
- -
DRAINAGE EASEMENT
X
FENCE LINE
SANITARY SEWER EASEMENT
TOG GREENWAY
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
COMMON AREA
PROPOSED 5' SIDEWALK
1. THE TOWN WILL BE RESPONSIBLE FOR THE MONTHLY COSTS FOR PUBLIC
STREET LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR ALL
INITIAL FEES CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION
FEES ARE REQUIRED TO BE PAID UP FRONT AT THE TIME OF INSTALLATION.
2. MAIL KIOSK PARKING INSIDE PUBLIC RIGHTS OF WAY ARE NOT MAINTAINED
BY THE TOWN OF GARNER. ANY PARKING SPACES ALONG A PUBLIC
STREET SHALL BE SEPARATED BY A 2' WIDE X 8' DEEP CONCRETE BAND TO
SEPARATE PUBLIC STREET FROM PRIVATE PARKING MAINTENANCE.
3. CONTACT THE TOWN OF GARNER ENGINEERING DEPARTMENT PRIOR TO
CONVERSION OF ANY SCM ONSITE FROM AN EROSION CONTROL DEVICE
TO A STORMWATER CONTROL MEASURE.
4. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED
STREETS ARE FULLY MAINTAINED FOR REASONABLE ACCESS BY
MAINTENANCE PERSONNEL.
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
5 20PRIVATE
3.01 \ \/ / 51 !' DRAINAGE ASSESSMENT BY
OTHERS) / // I 1
SF
EASEMENT SEE SHEET C4.5 SCALE 1 -- 60
165' EASEMENT ' 0 60, 120'
//
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
/
AU[�T�:7e11�[el7Q]In[�_1�1�7fi77�,�7�i7 (�iPfii:L�Lh�PP
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not he edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits (if aoolicable
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit p
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit0
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook. /
City of Raleigh Public Utilities Department Permit #
/
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196(B) \V0,
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197(B) \ \
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/ \ 198(B)
►/ ///\ \ \\� 6,120SF
6,120 SF
218(
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219(B) \ \
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STA 10+58.30 STREET A
\ \ STA 19+53.40 STREET C R3 ' \
) / /i \ �\ \ \\ 226(B) \\
t9 :' / / \ \\�W 8,168 SF \\
20' PRIVATE
DRAINAGE 27(B) \ \ \ \\ \
s�5 6,885 SF \ \\ \
EASEMENT PNP 271(A) \ \ �j \ / /' / �' \ \ \ j 228(A)
\ \ \ \ \ \ \ \ 4,800 SF / O \ / / / / / \ \ \ \ \ \ �,400 SF
/ \\ �� 00\�O / / �r�' ` \ j 229(A) \ \ \ \ 62
400SF
270(A) j \ \ cr\ ' // \ `/ \ \\ \\ -�15 400 SF
2g6 A / / \ 4,800 SF� 231(A)
\ \ \\\\ \ \ 4,800 SF /' \ /120// / // /\ \ \\ \ \\�5,400 SF
\� 400SF
269(A)%1 153
// / \ \ u
267(A) \ ` 5,866.E 9' ;6� Jk j \ \ \ \� 233(400 SF
\ ` ' 4,800 SF /'
N \ / \ /i ' A� ' / / \ \ \
20/ i//,005'�� / \ \ \\�15,400S)F\\\ \ \ \
235(A)
268 A />' /\-�,400 SF
\ \ 5,86� E-, \\-�,400 SF\
237(A) \ /
238 A\ \''400 SF
\ \ \ \ \ / \ \ \� 400 SF \ \ \ \ \
\ 5,
STA 7+63.30 STREET A R30' �' \ 239(A) \ \ \
\�>,400 SF \ \ /
STA 0+00.00 STREET E / \ \\ \\\� 400 SF\ \ \ \ \\ \ / /
D I�\ �i \\ \ \ \ /' j / \\ \\ \ j 241(A)
SEMEN \ \ \ \ \\ / /' / \ \ \ \ \ �,400 SF
242(A)
\ �n 243(A)
\ \ 63
265(B)\\ �j �O \
864 SF\\ \ ?-\ \\
246(A) \ �,400 SF
247A\\��,400SF \\
\ \\��,400 SF
/ \ \ 248(A) LEGEND
249(A) \'ci`Q� '400 SF 25' PERIMETER
\�§,400 SF SETBACK
-
250(A) \ �\
\ \\ \ \\ �,400 SF
251( �\
\ \\ \ \-�,400 SF
\ \\252(A) ',a
\ \ \ P \
253(B) \ \
\\� 400SF
STA 4+68.3 �TREET A \\ \ / / / / �P �' / \\ \\ \\\� 244(A) \
STA 0+00.00\STREET D �� s�� 32�ie / %' \ \ \ \ 245 A �,400 SF \
\ \ L Off' / // \ \ \� O
STA 1+73.30 STREET A \ \
STA 0+00.00 STREET C
I
/
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\-� 8,253 SF \ \�
254(B) \ \\ \
7,013SF \ \ \\\
R38' s Z9 6�Q' /j i /\ \ \ \ 255(B) \ �P
7,013SF
256(B)
\\W 7,013 SF
257(B)
7,013 SF
258(B)
7,013 SF
\ \ 259(B)
7,013 SF
/260(B) \ \ \ \\
�I er / 10001,
/
\ LOCAL AND MIXED
USE BARRICADE PER
TOWN OF GARNER
STD. 3.17
TEMPORARY
TURNAROUND
I- / / \ \ 220 B \'
26p8 /' \\ \ \ 6,885 SF
221(B)
6,885 SF
222(B)
6,885 SF
223(B)
W56,885 SF
\\ \ \ 224(B)
6,885 SF
\ \\ 225(B)
\ \8,101 SF
� 51
W011
TEMPORARY
TURNAROUND
LOCAL AND MIXED
USE BARRICADE PER
TOWN OF GARNER
STD. 3.17
PROPERTY LINE
ADJACENT PROPERTY LINE
- - - - - -
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- -
PROPOSED LOT LINE
- -
BUILDING SETBACK
PROPOSED ROAD CENTER
■ ■ ■ ■
PHASE LINE
- -
DRAINAGE EASEMENT
X
FENCE LINE
SANITARY SEWER EASEMENT
TOG GREENWAY
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
COMMON AREA
PROPOSED 5' SIDEWALK
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
Nora
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Carofi
na8
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
ICY) SCALE 1 "=60'
Z
0 60' 120'
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits llf aoolicablel
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit N
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
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SCM 4 \ \ \\\
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FLOOD PLAIN
05102106 // 263(B) \ \ — \�\\ R�J`� \ rn
PUiBLIC�'fILITY I� 11,579 SF \ \ _ _ \ �i o_
i�ASE VI�ENT � � \ � � � �247.57'
\ \ / - 64' �� A\ \ z �` A \ \ 10
A \ \ \ V A Z
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11,448SF
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LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
- - - - - -
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- -
PROPOSED LOT LINE
- -
BUILDING SETBACK
PROPOSED ROAD CENTER
■ ■ ■ ■
PHASE LINE
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DRAINAGE EASEMENT
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FENCE LINE
SANITARY SEWER EASEMENT
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EXISTING WETLANDS
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RECREATIONAL OPEN SPACE
COMMON AREA
PROPOSED 5' SIDEWALK
Town of Garner
Engineering Department
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
SIGNED DATE
Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications ofthe City's Public
f _ Utilities Handbook. City of Raleigh Public Utilities Department Permit #
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF GARNER, City of Raleigh Public Utilities Department Permit#
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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