3117 POOLE ROAD S-34-2017 · poole road cooper road 50' neuse river riparian buffer taken from top...
Transcript of 3117 POOLE ROAD S-34-2017 · poole road cooper road 50' neuse river riparian buffer taken from top...
POOLE RD
KIDD RD
SUNN
YBRO
OK R
D
RAW
LS D
R
DONA
LD R
OSS
DR HAVEN RD
COOP
ER R
D
SUNGATE BLVD
ASHFORD ST
ST G
EORG
E RD
RALPH DR
KING
RICH
ARD
RD
WINSLOW RIDGE DR
SAMU
EL ST
PINE GROVE RD
MICH
AEL J
SMITH
LN
SWINBURNE ST
DONOVAN PL
RALE
IGH
CLUB
DR
CARDAMON CT
STONEY MOSS DR
PROVIDENCE RD
BRIDGEVILLE RD
BRIARCLIFF RD
EATMON MILL CT
Zoning:CAC:
Drainage Basin:Acreage:
Number of Lots:
R-10 CUEast RaleighCrabtree Basin19.744
0 600 1,200300 Feet
Planner:Phone:
Applicant:Phone:
Michael Walters(919) 996-2636Marlowe & Moye,LLC(919) 303-5371
¯3117 POOLE ROADS-34-2017 !
RAWLS DRIVE 60' R/W (PUBLIC)
FLAG "DP1"
FLAG "DP2"
POLYGON FORMED BY WETLAND
FLAGS WA01 - WA15
DITCH
WIRE FENCE MEANDERS
PROPERTY LINEWIRE FENCE ENCROACHES ONTO
SUBJECT PROPERTY
CHICKEN COOP ENCROACHES
ONTO SUBJECT PROPERTY
S 00°59'21" W 481.09' S 00°59'21" W 327.52' S 00°04'10" W 1100.12'
N 00°39'10" W 1007.21' N 00°24'45" W80.12'
N 00°23'25" W 239.77' N 00°24'19" W159.87'
N 00°49'30" W
79.93'
N 00°49'30" W
80.59'
N 00°49'30" W 185.45'
N 8
6°12
'24"
W 2
49.7
3'
N 8
6°12
'24"
W 2
50.1
0' (T
OTA
L)12
4.72
'12
5.38
'
N 00°41'31" W 187.65'
N 8
6°42
'56"
W 1
41.0
0'C
1
L1
L2L3
L4L5
N 87°49'45" E 445.70'
RAWLS DRIVE EX. 60' PUBLIC R/W
POO
LE
ROA
D
COOPER ROAD
50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK
LEON C. WEAVER FAMILY TRUST
PIN: 1723-26-8892
REID: 0075259
ZONE: R-10-CU
USE: VACANT
EXISTING 20' WIDE CITY OF
RALEIGH SANITARY SEWER
EASEMENT
EXISTING 20' WIDE CITY OF
RALEIGH SANITARY SEWER
EASEMENT
LEON C. WEAVER FAMILY TRUST
PIN: 1723-26-5455
REID: 0075261
ZONE: R-10-CU
USE: SINGLE FAMILY RESIDENTIAL
LEON C.
WEAVER
FAMILY TRUST
PIN: 1723-26-5598
REID: 0075262
ZONE: R-10-CU
USE: VACANT
LEON C.
WEAVER
FAMILY TRUST
PIN: 1723-26-5696
REID: 0075265
ZONE: R-10-CU
USE: VACANT
50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK
EXISTING STRUCTURE AND
FENCE TO BE REMOVED
EX. 1
STORY
HOUSE
PR
OP
ER
TY
LIN
E
TO
B
E R
EM
OV
ED
PR
OP
ER
TY
LIN
E
TO
B
E R
EM
OV
ED
PROPERTY LINE TO BE REMOVED
NOT BUFFERED PER
STREAM DETERMINATION
N 8
6°12
'24"
W 2
49.9
2'
EXISTING MANHOLE (TYP)
20' PUBLIC DRAINAGE
EASEMENT (B.M. 1997 PG. 1467)
UTILITY EASEMENT
(B.M. 1997 PG. 1467)
PERMANENT SLOPE EASEMENT
(B.M. 1997 PG. 1467)
PERMANENT SLOPE EASEMENT
BM 1997 PG 1467
20' PUBLIC DRAINAGE EASEMENT
BM 1997 PG 1467
UTILITY EASEMENT
BM 1997 PG 1467
EX. 31' B-B
VA
RIA
BLE
WID
THPU
BLIC
R/W
S
W
N
E
L-1
STREAM BUFFER
STREAM TOP OF BANK
LEGEND
WETLANDS3,156.40 S.F.
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
Y M
. TA
TE L
AN
DSC
APE
ARC
HITE
CTU
RE, P
A50
11 S
OUT
HPA
RK D
RIV
E, S
TE. 2
00 -
DUR
HAM
, NC
277
13p:
(919
) 484
-888
0
f: (9
19) 4
84-8
881
e: t
ony@
tmtla
.com
PMP
Suirt
e 13
, Ral
eigh
, Nor
th C
arol
ina
2761
9M
arlo
we
and
Moy
e, L
LC 3
12 W
est M
illbro
ok R
d31
17 P
OO
LE R
OA
DEX
ISTIN
G C
ON
DITI
ON
S
1" = 100'-0"
16136
EXISTING CONDITIONS PLAN
EXISTING TOPO
NOTES:
Boundary and topographic information taken from survey by Elingburg Land Surveying.1.There are streams and wetlands located in this site. 2.
3. No floodplains exist on this site per FEMA FIRM panel #3720172300J dated May 2, 2006.4. Adjacent ownership information taken from Wake County GIS.
TOTAL SITE AREA 20.11AC
ZONING R-10-CU (ZONING CASE# Z-2-17)
FEMA MAP #3720172300J DATED 05/02/06
WAKE COUNTY PIN 1723-26-8892
1723-26-5455
1723-26-5598
1723-26-5696
RIVER BASIN NEUSE
SITE DATA
TRAN
SACT
ION
# ?
FLAG "DP1"
FLAG "DP2"
POLYGON FORMED BY WETLAND
FLAGS WA01 - WA15
DITCH
S 00°59'21" W 481.09' S 00°59'21" W 327.52' S 00°04'10" W 1100.12'
N 00°39'10" W 1007.21' N 00°24'45" W80.12'
N 00°23'25" W 239.77' N 00°24'19" W159.87'
N 8
6°12
'24"
W 2
49.7
3'
N 00°41'31" W 187.65'
N 8
6°42
'56"
W 1
41.0
0'C
1
L1
L2L3
L4L5
N 87°49'45" E 445.70'
RAWLS DRIVE EX. 60' PUBLIC R/W
POO
LE
ROA
D
COOPER ROADPROPOSED 59' R/W 31B/BSTREET A
PRO
POSE
D 5
5' R
/W 2
7' B
/BST
REET
E
PRO
POSE
D 5
5' R
/W 2
7' B
/BST
REET
B
BMP
50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK
4
1
2
3
6
5710 8915 1112131416171819
22
2021
23
24
25 43
26
27
28
42
49
44
46
47
48
50
51
33
52
53
34
54
55
30
PROPOSED 55' R/W 27' B/B
31 32 35
29
STREET C
36 37 4038
45
4139
EXISTING 20' WIDE CITY OF
RALEIGH SANITARY SEWER
EASEMENT
EXISTING 20' WIDE CITY OF
RALEIGH SANITARY SEWER
EASEMENT
50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK
50' GREENWAY EASEMENT TAKENFROM TOP OF BANK
50' GREENWAY EASEMENT TAKENFROM TOP OF BANK
PRIMARY TREE CONSERVATION AREAZONE 2 OF NEUSE RIVER RIPARIAN BUFFER19,848 S.F.
PRIMARY TREE CONSERVATION AREAZONE 2 OF NEUSE RIVER RIPARIAN BUFFER
18,554 S.F.
SECONDARY TREE CONSERVATION AREA18,581 S.F.
SECONDARY TREE CONSERVATION AREA6,250 S.F.
PRIMARY TREE CONSERVATION AREAPARKWAY FRONTAGE PROTECTIVE YARD7,858 S.F.
NO TRANSITIONAL PROTECTIVE YARDREQUIRED
NO TRANSITIONAL PROTECTIVEYARD REQUIRED
NO TRANSITIONALPROTECTIVE Y
ARD REQUIREDNO TRANSITIONAL
PROTECTIVE YARD REQUIRED
30" CURB & GUTTER (TYP)
PROPOSED:1/2 OF A 104' RIGHT OF WAY DEDICATION1/2 OF 4 LANE DIVIDED AVENUEPAVEMENT WIDENING SUBJECT TO REVIEWAND APPROVAL BY NCDOT
4,610 S.F.
4,550 S.F.
5,310 S.F.
7,893 S.F. 6,142 S.F. 7,425 S.F. 8,100 S.F. 10,809 S.F.
7,333 S.F. 5,687 S.F.
6,240 S.F.
6,833 S.F.
5,605 S.F.5,273 S.F. 6,308 S.F.
5,577 S.F.
5,539 S.F.
5,390 S.F.
5,169 S.F.
5,188 S.F.
5,207 S.F.
5,267 S.F.
6,783 S.F.
5,378 S.F.
5,331 S.F.
5,322 S.F.
5,312 S.F.
7,228 S.F.
7,408 S.F.
5,400 S.F.
5,400 S.F.
5,400 S.F.
5,864 S.F.
7,013 S.F.
BUILDING SETBACK LINE (TYP)
EXISTING MANHOLE (TYP)
NO TRANSITIONAL PROTECTIVEYARD REQUIRED
NO TRANSITIONAL PROTECTIVEYARD REQUIRED
OPEN SPACE #162,366 S.F. MAIL KIOSK
390' SIGHT TRIANGLE
340' SIGHT TRIANGLE
390' SIGHT TRIANGLE
390' SIGHT TRIANGLE
R25'R30'
R25'R30'
55'27'
55'27'
59'31'
55'27'
6'
6'
6'
6'
6'
6'
6'
R25'R30'
R25'R30'
R25'
R30'
R25'
R30'
PERMANENT SLOPE EASEMENT
BM 1997 PG 1467
20' PUBLIC DRAINAGE EASEMENT
BM 1997 PG 1467
UTILITY EASEMENT
BM 1997 PG 1467
50'
50'
56
57
4,550 S.F.
4,550 S.F.
4,550 S.F.
4,550 S.F.
4,550 S.F.
6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F.
5,687 S.F.5,687 S.F. 5,687 S.F. 5,687 S.F.5,687 S.F. 5,687 S.F. 5,687 S.F.5,687 S.F. 5,687 S.F.
5' GENERAL UTILITYPLACEMENT EASEMENT (TYP)
PROPOSED 6'SIDEWALK (TYP)
HC RAMP (TYP)
340' SIGHT TRIANGLE
PROPOSED 6'TREE LAWN (TYP)
PRIMARY TREE CONSERVATION AREAPARKWAY FRONTAGE PROTECTIVE YARD1,261 S.F.
1
2
3
2,725 S.F.
3,525 S.F.
1,498 S.F.
41,674 S.F.
51,916 S.F.
62,322 S.F.
72,848 S.F.
82,184 S.F.
93,371 S.F.
104,197 S.F.
11
12
13
3,199 S.F.
2,531 S.F.
3,097 S.F.
141,959 S.F.
152,549 S.F.
162,560 S.F.
172,618 S.F.
182,442 S.F.
19
1,261 S.F.
20
2,500 S.F.
21
22
2,500 S.F.
2,858 S.F.
SECONDARY TREECONSERVATION AREA
10,265 S.F.
PRIMARY TREE CONSERVATION AREAPARKWAY FRONTAGE PROTECTIVE YARD12,130 S.F.
TREE PROTECTION FENCE
TREE PROTECTION FENCE
TREE PROTECTION FENCE
TREE PROTECTION FENCE
BUS SHELTER
EASEMENT AND PAD; 15'X20' TRANSITSHELTER DETAIL ON L-6
OPEN SPACE #27,181 S.F.
NEW 6' SIDEWALKALONG RAWLS DR.
EX. 31' B-B
SIDEWALK TOGO AROUNDEX. EASEMENT
SIDEWALK ESMT
VA
RIA
BLE
WID
THPU
BLIC
R/W
52'
38'
50'
20' WIDE PRIVATE DRAINAGE EASEMENT30' WIDE COR SANITARYSEWER EASEMENT
20' WIDE PRIVATEDRAINAGE EASEMENT
20' WIDE PRIVATEDRAINAGE EASEMENT
20' WIDE PRIVATEDRAINAGE EASEMENT
20' WIDE PRIVATEDRAINAGE EASEMENT
340' SIGHT TRIANGLE
NEW 6' SIDEWALKALONG RAWLS DR.
BMPBMP ACCESS AND PRIVATEDRAINAGE EASEMENT
RET. WALL
S
W
N
E
L-2
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
Y M
. TA
TE L
AN
DSC
APE
ARC
HITE
CTU
RE, P
A50
11 S
OUT
HPA
RK D
RIV
E, S
TE. 2
00 -
DUR
HAM
, NC
277
13p:
(919
) 484
-888
0
f: (9
19) 4
84-8
881
e: t
ony@
tmtla
.com
PMP
Suirt
e 13
, Ral
eigh
, Nor
th C
arol
ina
2761
9M
arlo
we
and
Moy
e, L
LC 3
12 W
est M
illbro
ok R
d31
17 P
OO
LE R
OA
DPR
ELIM
INA
RY S
UBD
IVIS
ION
PLA
N
AS NOTED
16136
PRELIMINARY SUBDIVISION PLAN
LEGEND
TREE CONSERVATION AREA
OPEN SPACE AREA
STREAM BUFFER
STREAM TOP OF BANK
WETLANDS3,156.40 S.F.
R-10 MIN. SETBACKSFROM A PRIMARY STREET - 10' (50' FOR ACCESSORY BLDG.)FROM A SIDE STREET - 10' (20' FOR ACCESSORY BLDG.)FROM A SIDE LOT LINE - 5' (5' FOR ACCESSORY BLDG.)CUMULATIVE SIDE SETBACK - 10'FROM REAR LOT LINE - 20' (5' FOR ACCESSORY BLDG.)
NOTES:
1. Boundary information and topographic information provided by Elingburg Land Surveying.2. No floodplains exist on site per FEMA Flood Mapping 3720172300J dated 05/02/06.3. Adjacent property ownership information taken from Wake County GIS.4. All streets shall be public and turned over to the City of Raleigh for maintenance upon completion.5. Any signage located on the site shall be approved by the City of Raleigh and shall be located outside of any sight
triangles.6. All materials and methods of construction shall conform to City of Raleigh Standards and Specifications.7. All construction shall be in strict conformance to the City of Raleigh standards and specifications.8. All construction shall conform to all state and local standards, specifications and code requirements. Notify designer
of any discrepancies.9. No changes may be made to the approved drawings without written permission from the issuing authority.10. Contractor shall verify the location of all existing utilities and shall be responsible for any damage resulting from
their activities. Call utility locator service at least 48 hours prior to digging. 1-800-632-4949.11. Erosion control plans shall be submitted prior to any grading on this site.12. All utilities shall be located underground.13. All internal subdivision streets shall be 27' B/B in 55' Public Right-of-Way or 31' B/B in a 59' Public Right-of-Way and
shall be constructed to City of Raleigh specifications.14. All work in public R.O.W. will be in strict accordance to the City of Raleigh and NCDOT standards and specifications.15. Do not scale drawings. Digital information is provided for construction drawings16. Contractor shall coordinate all work with all construction trades before construction begins.17. All dimensions are referenced from back-of-curb to back-of-curb.18. Construction plans for public and private streets or utilities must be approved by the Public Works Department and
Public Utilities Department prior to recording of any plat for this development.19. The minimum corner clearance from the curb line of intersecting streets shall be at least 20' from the point of
tangency. The radius of the driveway shall not encroach on the minimum corner clearance.20. No sight obstructing, or partially obstructing wall, fence, foliage, berm, sign, parked vehicle, or other object between
the heights of two (2) feet and eight (8) feet above the curb line elevation shall be placed within a sight triangle.21. Objects, which may be located in the sight triangle, are items such as; hydrants, utility poles, utility junction boxes,
and traffic control devices provided these objects are located to minimize visual obstruction.
SITE DATA
TRAN
SACT
ION
# ?
TOTAL SITE AREA 20.11AC
PROPOSED USE SINGLE FAMILY RESIDENTIAL
ZONING R-10-CU (ZONING CASE# Z-2-17)
CURRENT USE VACANT
EXISTING LOTS 4
TOTAL LOTS PROPOSED 59
58 RESIDENTIAL LOTS
1 STORMWATER POND LOT
OPEN SPACE REQUIRES NONE REQUIRED
PROPOSED OPEN SPACE ? AC
TCA REQUIRED 2.01 AC (10%)
TCA PROVIDED 2.17 AC (10.90%)
INSIDE CITY LIMITS YES
PROPOSED DENSITY 2.93 DU/AC
FEMA MAP #3720172300J DATED 05/02/06
WAKE COUNTY PIN 1723-26-8892, 1723-26-5455, 1723-26-5598
1723-26-5696
RIVER BASIN NEUSE
\
\
I
\
NOW OR FORMERLY HILLCO LTD
PIN: I 723373533
/ I
/ /
I I
\ \
I :
NOW OR FORMERLY ROBERTS, SURRY P PIN: 17233G2722
/ )9/ /18 /
I \ ' r : \ ~I \ I \ \
( /
132
\ \ \
' I
'\ I ( \
\
\ \
\ \
I !
--f /
/ ' 35 37
/
/ 38 39 /40 4(
\
42
45
TREE PROTECfiO>J _ FENCE [TYPICAL)
EX.~ FH I
I
/f I
;// I I! /1
II II (
EX. I PF1
I /j I \\
I 11 r~rcA \\" \.
/FARJ(.WAY~TAGE ~ PROTECTIVE BU~
-"'--
I~ /l'i';"" ,--.. ~~~ /A
/ r? I
/ II I A II I
I' II I
/~ II I I~ ~1 i ¥ I 11 f
I II/ II
I II
I II I
II I II II II I
//fiEXIST. GATJI l :J [TYP(1 I ,, ---
EX. ~...._ pp ""
NOW OR FORMERLY CARRIAGE PLACE PROPERTY OWNERS ASSOCIATION INC
PIN: 172335 I 702
NOW OR FORMERLY DRAYTON, WALTER W $DRAYTON,
JOSEPHINE D PIN: 17232GCJ I 05
\ ( ( Q:_DIW '"' --"'
..,..1 __ \.,.,tl2"x;;- - COOPER ROAD
' \ \ \ \ \
I
\
8" B/0 ASS'Y
\ \ \ \
\ \ / 4G
c/
\ SG I \
I I
NOW OR FORMERLY GOLDEN EAGLE MASONRY INC
PIN: 172327G803
EX. MH \~-FOV TOP=23Cl.GO
\ EX. INV. IN=228.3 \ EX. INV. OUT=225.G
\ I I 10W OR FORMERLY
5 00 TANT CIRCLE ~LC IN: 17232GGCJOI \ s'l?
I I I
\ \
\ NOW OR FORMERLY
HOUSE, BETSY L PIN: I 72327G300 I
NOW OR FORMERLY HOUSE, BETSY L
PIN: 172327GOOCJ ~OW OR FORMER~
BUNN, KEVIN FIN: I 7232GGCJOB
\ \
\ \
\
\~ \
5TANOARD UTILITY NOTES: \
I. ALL MATERJAL5 ~CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY Of RALEIGH DESIGN STANDARDS, DETAILS t \_ SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK. CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS: a.A DISTANCE Of I 00' SHALL BE MAINTAINED BETWEEN SANITARY SEWER ~ ANY PRJVATE OR. PUBLIC WAfER SUPPLY SOURCE - - ---
SUCH A5 AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRJNKJNG WATER. IF ADEQUATE lATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED t INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
b.VIHEN INSTALLING WATER. ~/OR SEWER MAINS, THE HORIZONTAL SEPARATION 6ETWEEN UTILITIES SHALL BE I 0'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, T!iE VARIATION ALLOWED 15 THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER t MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
c.WHER.E IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYHME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED I 0' ON EACH SIDE Of CROSSING MUST BE SPECIFIED ~ INSTALLED TO WATERLINE SPECIFICATIONS.
d.5.0' MINIMUM HORIZONTAL SEPARATION 15 REQUIRED BETWEEN ALL SANITARY SEWER 4'- STORM SEWER FACILITIES, UNLESS DIP MATERJAL IS SPECIFIED FOR SANITARY SEWER..
e.MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER.MAIN ~ RCP STORM DRAIN CROSSINGS; MAINTAIN 24~ MIN. VERTICAL SEPARATION AT All SANITARY SEWER t RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS 4'- A CONCRETE CRADLE HAVING G" MIN. CLEARANCE (FER CORPL!D DETAILS W-41 t 5-49).
f.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER t SEWER FACILITIES \MTH 18" MIN. VERTICAL SEPARATION REQUIRED.
I. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW t APPROVAL OF AN AMENDED PLANt/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
2. CONTRJ\CTOR. SHALL MAINTAIN CONTINUOUS WATER~ SEWER SERVICE TO EXISTING RESIDENCES t BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUFfiONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
3. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS t SEWER FORCE MAINS. 4.0 MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
4. IT IS THE DEVELOPERS RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER~ SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS DIRECTED BY THE CITY OF RALEIGH F1JBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN ~ REMOVAL Of SERVICE FROM RON OR EASEMENT PER COR.PUD HANDBOOK PROCEDURE.
5. INSTALL3/4" COPPER WATER SERVICES \MTH METERS AT THE STREEf R/N. NOTE: IT 15 THE APPLICANTS RESPONSIBILITY TO PROPERlY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW 4 PRESSURE.
b. INSTALL G" PVC SEWER SERVICES AT I .0% MINIMUM GRADE AT THE STREEf RNV. 7. PRESSURE REDUCING VALVES ARE REQUIRED ON All WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL
SANITARY SBAIER SERVICES HAVING BUILDING DRAINS LOWER THAN I .0' ABOVE THE NEXT UPSTREAM MANHOLE. 8. All ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE #OR FEMA FOR ANY RIPARIAN
BUFFER, weTLAND #OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 9. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS 4/0R SERVICE TAPS) WITHIN
STATE ROW PRJOR TO CONSTRUCTION. I 0. GREASE INTERCEFfOR/ OIL WATER SEPARATOR SIZING CALCULATIONS~ INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE
CORPUD FOG PROGRAM COORDINATOR PRJOR TO ISSUANCE OF A BUilDING PERMIT. CONTACf TIM BEASLEY AT (91 9) 99b-2334 OR [email protected] FOR MORE INFORMATION.
I I. CR055--CONNECftON CONTROL PROTECTlON DEVICES ARE REQUIRED BASED ON DEGREE OF HEALT~i HAZARD INVOLVED AS USTED IN APPENDIX-B OF THE RUL£S GOVERNING PUBUC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERJCAN SOCIETY OF SANITARY ENGINEERJNG (ASSE) STANDARDS OR BE ON Tr1E UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL U5T. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THER.EAFfER) IN ACCORDANCE Vv1TH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER 15 MORE STRINGENT. CONTACT JOANIE HARTLEY AT (919 99G-5923 OR [email protected] FOR MORE INFORMATION.
I I
I I ___ L __ _
RAWLS DRIVE GO' RJW (PUBLIC)
ATIENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF THE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 5 I G-21 59, AND THE PUBLIC UTILITIES DEPARTMENT AT 9%-4540, AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERM/TIED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH.
I
I I
I NOW OR FORMERLY f'OBINSON, THOMAS L $ROB/
JOYCE W : PIN: 17232G57Cl8
I
EX. MH EX. TOP=271 .82 EX. INV. IN=2G4.9 EX. INV. OUT=2G4.7
EX. Mt1 ~- ... TOP=279.13
EX. INV. IN=273. I EX. INV. OUT~272.9
\ 54
I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
\ \
2. BOUNDARY, TOPOGRAPHIC AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND SURVEY COMPANY.
3. NO FEMA MAPPED FLOOD PLAINS EXIST ON THIS SITE PER FEMA MAP NO. 3720 172300J DATED MAY 2, 200G.
4. THE SITE HAS BEEN REVIEWED FOR WETLANDS, NEUSE RIVER BUFFERS AND CREEKS BY SAGE ECOLOGICAL SERVICES, INC. AND JURISDICTIONAL FEATURES ARE SHOWN HEREON.
FF
I
I
-::;;
\ ((-1 \11 1 ~~
PRJMI\RY TCA 'IY II PARJtwAY FRONTfJGE
PROJECTIVE BU~~ER 1 (.)
I
II '......J II I[() II ~
I II :CL
II I~ II [() II '<( II I c.::' II I~ II I
II I
II 10 I
II 1c:i II I c.::'
'\' ii I~
NOW OR FORMERLY SHITH, SHARON R. PIN: 17232GG 185
NOW OR FORMERLY NOTTINGHAM PORPERTY
PIN: 17232G3255
1~\ Iii ~ T~ ~' --------
FRONTAGE '
I I
I
--------EX. MH EX. TOP,299.35 EX. INV. OUT~291.7
PRELIMINARY PLANS NOT FOR CONSTRUCTION
GRAPHIC SCALE
u -1 -1 a.. ..
-0:::: w w z -(.9 z w
Cl .5 c: c: IU
0:::: "'C c: ~
-~
221 N. SALEM ST. SUITE 001
POBOX 1062 APEX. NC 27502
Ofllce: 919-J87-1174 Roglstratlon: P-0151
www..jon11 cnc 111n.com
CALE
/"=GO'
DATE
<( z ::J
9 6 :c ii2 0 z
"-0
~ iJ
RAWN
z 5 D....
~ _j
f:J
62 <( z 2 _j
lLJ ci D....
FDC
JUNE I G, 20 I 7
REVISION
C-3
1704