20181201 Ver 1_DRAINAGE IMPROVEMENTS_20180829

LOCATION MAP
PRELIMINARY DESIGN - DO NOT USE FOR CONSTRUCTION
PROJECT
LOCATION
PUBLIC IMPROVEMENT QUANTITIES
NUMBER OF LOT(S)0
LOT NUMBER 0
BY PHASE 0
NUMBER OF UNITS 0
LIVABLE BUILDINGS 0
OPEN SPACE?0
NUMBER OF OPEN SPACE LOTS 0
PUBLIC WATER (LF)0
PUBLIC SEWER (LF)0
PUBLIC STREET (LF) - FULL 0
PUBLIC STREET (LF) - PARTIAL 0
PUBLIC SIDEWALK (LF)0
STREET SIGNS (LF)0
WATER SERVICE STUBS 0
SEWER SERVICE STUBS 0
PROJECT CONTACTS
OWNER
CITY OF RALEIGH
ENGINEER
HAZEN AND SAWYER
SURVEYOR
ESP ASSOCIATES
TODD RALL WILLIAM PRICE, PE
127 W HARGETT ST 4011 WESTCHASE BLVD, SUITE 500 5121 KINGDOM WAY, SUITE 208
RALEIGH, NC 27601 RALEIGH, NC 27607 RALEIGH, NC 27607
(919) 996 - 4006 (919) 755 - 8620 (919) 678 - 1070
[e-mail] [e-mail]
CITY OF RALEIGH, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
JUNIPER STREET
DRAINAGE IMPROVEMENTS
HAZEN CONTRACT 32381-004
JUNE 2018
70% DESIGN
1" = 250'
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
DRAWING LIST
NUMBER TITLE
G00 COVER SHEET
G01 ABBREVIATIONS, GENERAL NOTES, AND LEGEND
C01 EROSION CONTROL PLAN
C02 EXISTING CONDITIONS AND DEMOLITION PLAN
C03 PROPOSED CONDITIONS PLAN
C11 STORM DRAINAGE SYSTEM PLAN AND PROFILE - SHEET 1 OF 2
C12 STORM DRAINAGE SYSTEM PLAN AND PROFILE - SHEET 2 OF 2
C21 TRAFFIC CONTROL PLAN
D01 EROSION CONTROL DETAILS AND NOTES
D11 MISCELLANEOUS DETAILS
D21 CITY OF RALEIGH STANDARD DETAILS - SHEET 1 OF 2
D22 CITY OF RALEIGH STANDARD DETAILS - SHEET 2 OF 2
A
Z
A
L
E
A

D
R
BALSAM DRHUCKLEBERRY DRSPRUCE DRPICARDY DRLAUREL RIDGE DRBOXWOOD RD
LAUREL HI
L
L
S

R
D
WOODBINE RDJUNIPER CTJUNIPER ST
PLOT DATE: 8/10/2018 11:22 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\GENL\G01 SAVED BY: BPRICE SAVE DATE: 8/10/2018 11:12 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
W. PRICE
W. PRICE
G01
CIVIL
ABBREVIATIONS, GENERAL
NOTES, AND LEGEND
ABBREVIATIONS:
ADDL ADDITIONAL
ADJ ADJUST
APPROX APPROXIMATE
ASPH ASPHALT
BM MAP BOOK
BOT BOTTOM
C&G CURB AND GUTTER
CB CATCH BASIN
CONC CONCRETE
CONST CONSTRUCTION
COR CITY OF RALEIGH
DB DEED BOOK
DET DETAIL
DIA DIAMETER
DIP DUCTILE IRON PIPE
DS DOWNSTREAM
DWG DRAWING
E EAST, EASTING
EG EXISTING GRADE
EL ELEVATION
ESMT EASEMENT
ETC ET CETERA
EX EXISTING
FOC FIBER OPTIC CABLE
F/C FACE OF CURB
FG FINISHED GRADE
G GAS
GV GATE VALVE
HH HANDHOLE
INV INVERT
L LONG
LF LINEAR FEET
LOD LIMIT OF DISTURBANCE
MATL MATERIAL
MB MAILBOX
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
N NORTH, NORTHING
NE NORTHEAST
NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NW NORTHWEST
OHE OVERHEAD ELECTRIC
PG PAGE
PIN PARCEL IDENTIFICATION NUMBER
PPDE PERMANENT PUBLIC DRAINAGE EASEMENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
RCP REINFORCED CONCRETE PIPE
REID REAL ESTATE IDENTIFICATION
REINF REINFORCED
REQD REQUIRED
ROW RIGHT-OF-WAY
S SLOPE, SOUTH
SCH SCHEDULE
SD STORM DRAIN
SF SILT FENCE
SS SANITARY SEWER
STA STATION
STL STEEL
STRU STRUCTURE
SW SOUTHWEST
T THICK
TCE TEMPORARY CONSTRUCTION EASEMENT
TEMP TEMPORARY
TOR TOP OF ROCK
TPF TREE PROTECTION FENCE
TRM TURF REINFORCEMENT MAT
TYP TYPICAL
T/C TOP OF CURB
UGT UNDERGROUND TELECOMMUNICATION
UNK UNKNOWN
UNO UNLESS NOTED OTHERWISE
US UPSTREAM
UTIL UTILITY
VE VACUUM EXCAVATION
VERT VERTICAL
W WATER, WEST
W/WITH
LEGEND:
EXISTING PROPERTY LINE
EXISTING EASEMENT
EXISTING MAJOR CONTOUR (SURVEY)
EXISTING MINOR CONTOUR (SURVEY)
EXISTING (GENERAL)
EXISTING SANITARY SEWER
EXISTING OVERHEAD ELECTRICOHE
EXISTING RIGHT-OF-WAYROW
PROPOSED LIMIT OF DISTURBANCE
EXISTING TREE
EXISTING PROPERTY MARKER
EXISTING SANITARY SEWER MANHOLE
EXISTING UTILITY POLE
RELOCATE / ADJUST GAS LINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED TEMPORARY INLET PROTECTION
EXISTING SHRUB
EXISTING FIBER OPTIC CABLE
SS
OHE
FOC
EXISTING WATER LINEW
EXISTING UNDERGROUND ELECTRICUGE
EXISTING UNDERGROUND TELEVISIONCATV
EXISTING UNDERGROUND TELECOMMUNICATIONSUGT
EXISTING UTILITY HANDHOLD
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING MAILBOXMB
W
SS
H H
EXISTING SIGN
DEMOLISH / REMOVE / RELOCATE / ADJUST (GENERAL)
GAS
ROW
REMOVE TREE
REMOVE BUSH
RELOCATE SIGN
RELOCATE HANDHOLE
WV
H H
RELOCATE / ADJUST WATER LINEW
PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
PROPOSED TEMPORARY MULCH / WOOD CHIPS
PROPOSED (GENERAL)
PROPOSED CATCH BASIN
PROPOSED DOUBLE WIDTH CATCH BASIN
PROPOSED MANHOLE
EXISTING GAS LINEGASGAS
RELOCATE FIBER OPTIC CABLEFOC
X
X
PROPOSED HEADWALL
PROPOSED TEMPORARY SILT FENCE / TREE PROTECTION FENCESF/TPF
PROPOSED PERMANENT PUBLIC DRAINAGE EASEMENT
LOD
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
GENERAL NOTES:
1.SITE SURVEY INFORMATION PREPARED BY ESP
ASSOCIATES, DATED OCTOBER 10, 2017. SUBSURFACE
UTILITY ENGINEERING PROVIDED BY GEL ENGINEERING OF
NC, DATED SEPTEMBER 14, 2017.
2.HORIZONTAL CONTROL IS REFERENCED TO THE NORTH
CAROLINA GRID SYSTEM, BASED ON THE NORTH
AMERICAN DATUM OF 1983 (NAD83). VERTICAL CONTROL
IS REFERENCED TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). SURVEY CONTROL POINTS ARE
SHOWN ON DRAWING C01.
3.THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE
CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND
DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER FOR RESOLUTION PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS
FROM THE APPROPRIATE AUTHORITIES, DEPARTMENTS,
AND / OR AGENCIES HAVING JURISDICTION PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
5.THE CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE
TO EXISTING PAVEMENT, TREES, VEGETATION,
STRUCTURES, UTILITIES, ETC NOT INDICATED TO BE
DEMOLISHED OR REMOVED. DAMAGE TO FEATURES NOT
INDICATED TO BE DEMOLISHED OR REMOVED, WHETHER
WITHIN OR OUTSIDE THE LIMIT OF DISTURBANCE, SHALL
BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR SHALL PROVIDE PRE- AND
POST-CONSTRUCTION PHOTOGRAPHS OF ALL DISTURBED
AREAS.
6.UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY
INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THEIR EXACT LOCATION AND AVOID DAMAGE
TO THEM. THE CONTRACTOR SHALL CONTACT NORTH
CAROLINA 811 AT PHONE NUMBER 811 OR
1-800-632-4949, OR BY REMOTE TICKET ENTRY, TO
REQUEST UNDERGROUND UTILITY LOCATION MARK-OUT
AT LEAST THREE (3) WORKING DAYS BUT NO MORE THAN
TWELVE (12) WORKING DAYS PRIOR TO EXCAVATION,
INCLUDING SOIL DRILLING. THE CONTRACTOR SHALL
ALSO CONTACT AND REQUEST UTILITY LOCATION
MARK-OUT FROM BURIED UTILITY OWNERS FOR UTILITIES
ON THE PROJECT SITE THAT ARE NOT PARTICIPANTS OF
NORTH CAROLINA 811.
7.WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY
POLES, SUCH THAT SUPPORT OF THE POLE(S) WILL BE
REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING THE UTILITY, PUBLIC OR PRIVATE, OF THE
WORK. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH THE UTILITY FOR SUPPORT AND /
OR RELOCATION.
8.WHERE OVERHEAD POWER LINES ARE PRESENT, THE
CONTRACTOR MUST CONTACT THE UTILITY PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE
MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC)
DISTANCE BASED UPON LINE STRENGTH.
9.DURING EXCAVATION AND PLACEMENT OF UTILITIES, THE
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
SAFETY REGULATIONS AND SHALL SUBMIT TO THE
ENGINEER FOR REVIEW SHEET PILING, SHORING, AND /
OR BRACING DESIGNS PREPARED BY A REGISTERED
PROFESSIONAL ENGINEER IN THE STATE OF NORTH
CAROLINA, AS MAY BE NECESSARY TO COMPLY WITH
THESE REGULATIONS.
10.ALL CONSTRUCTION SHALL CONFORM TO CURRENT CITY
OF RALEIGH REQUIREMENTS, STANDARDS, AND
SPECIFICATIONS, OR TO CURRENT NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION REQUIREMENTS
WHERE CITY REQUIREMENTS, STANDARDS, AND
SPECIFICATIONS DO NOT EXIST OR DO NOT APPLY .
11.DISCHARGE FROM ALL DEWATERING AND PUMPING
OPERATIONS SHALL BE DISCHARGED TO AN
ENVIRONMENTALLY ACCEPTABLE LOCATION IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ALL
APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS.
12.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL
DEBRIS GENERATED DURING THE PROJECT AT AN OFFSITE
AND PROPERLY PERMITTED DISPOSAL FACILITY.
13.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE
AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS,
OTHER PERMANENT POINTS AND LINES OF REFERENCE
AND CONSTRUCTION STAKES. A NORTH CAROLINA
REGISTERED LAND SURVEYOR, AT THE CONTRACTOR'S
EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENTS,
AND OTHER PERMANENT POINTS OF REFERENCE.
14.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
TEMPORARY SHORING NEEDS. SHORING PLANS SHALL BE
PREPARED BY A NORTH CAROLINA REGISTERED
PROFESSIONAL ENGINEER AND SUBMITTED TO THE
ENGINEER.
RIGHT-OF-WAY OBSTRUCTION NOTES:
1.LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO
ANY LANE OR SIDEWALK OBSTRUCTION, THE CONTRACTOR
OR ENGINEER SHALL SUBMIT A TRAFFIC CONTROL AND/OR
PEDESTRIAN PLAN ALONG WITH A RIGHT-OF-WAY
SERVICES APPLICATION TO REQUEST THE OBSTRUCTION
PRIOR TO THE START OF WORK.
[e-mail] FOR APPROVAL.
2.THE CITY OF RALEIGH REQUIRES AN APPROVED
RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY
PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN
RALEIGH’S JURISDICTION.
3.ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL
ADHERE TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL, AND THE LATEST EDITION OF THE
NCDOT “STANDARD SPECIFICATION FOR ROADWAY
STRUCTURES”, NCDOT “ROADWAY STANDARD DRAWING
MANUAL”, AND THE NCDOT SUPPLEMENT TO THE MUTCD.
4.ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO
PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR
PEOPLE WITH MOBILITY CONCERNS. EXISTING AND
ALTERNATIVE PEDESTRIAN ROUTES DURING
CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT
WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY
GUIDELINES (PROWAG), THE ADA STANDARDS FOR
ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
5.PRIOR TO THE START OF WORK, THE CLIENT SHALL
SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE
ENGINEERING INSPECTIONS COORDINATOR TO REVIEW
THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND
ENSURE ALL PERMITS ARE ISSUED.
6.ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE
DURING THE OPERATION.
PROPOSED ASPHALT PAVEMENT (FULL PAVEMENT SECTION)
PROPOSED ASPHALT PAVEMENT (PAVEMENT OVERLAY)
REMOVE ASPHALT ROAD TO SUBGRADE
REMOVE ASPHALT PAVEMENT TO AGGREGATE BASE COURSE
EXISTING EXPOSED ROCK
REMOVE MISCELLANEOUS DEBRIS
EXISTING SURVEY BENCHMARK
EXISTING VACUUM EXCAVATION TEST HOLE
PROPOSED TURF REINFORCEMENT MAT TYPE 1
EXISTING MINOR CONTOUR (GIS, APPROXIMATE)
EXISTING MINOR CONTOUR (GIS, APPROXIMATE)
100
100
REMOVE ROCK
PROPOSED CONCRETE
PROPOSED GRAVEL
PROPOSED STACKABLE STONE
100
PROPOSED TURF REINFORCEMENT MAT TYPE 2
355350345340360335325330320320325330335345
340315310305300300305310315315320325330335340345350355310305310315
320
325330335
33533032532031532032533033534034535031531031031531
5
310
W
WV
WV
WVDYHWV
W
HH
W
WV
WV
WV
DYH
W
W
HH
FOCGASGASCATVCATVUGTUGTUGTUGTUGTFOCFOCWWWWWGAS
GAS GAS GAS
GAS GAS
GAS GAS
W W W W W W W
W W
W W W W W W
GASCATVFOCFOC FOC FOC
FOCFOCFOCFOC
FOC
FOC FOC
FOC
FOC
FOC
FOC FOC FOC FOC FOCFOCFOCFOCFOCFOCWWGASGASGASWWWCATVUGEMB
SS
MB
MB
SS
MB
MB
W
SS
MB
MB
SSSS SS
SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSOHEOHEOHEOHE
OHEO
H
E
OHE
OHE
OHE
OHE
OHE
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHE
OHEOHEOHEOHE
OHE OHE
SPRUCE DRIVE60' PUBLIC ROW(BM 1963 PG 155)SPRUCE DRIVE60' PUBLIC ROW(BM 1963 PG 155)JUNIPER COURTVARIABLE WIDTH PUBLIC ROW(BM 1995 PG 693)W
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWN/F
KEITHLY O. HASLIP AND
WIFE, DOREEN L. HASLIP
4214 JUNIPER ST
PIN: 0786-60-8286
DB 2114 PG 272
BM 1963 PG 155
"LOT 61"ROWROWR
O
W
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROWROWROWN/F
JOSEPH J. RYAN JR. AND
WIFE, JUDY S. RYAN
4210 JUNIPER ST
PIN: 0786-70-0326
DB 2064 PG 323
BM 1990 PG 482
"LOT 60R"ROWROWROWRO
W
ROW
COR 20' PERMANENT
SS ESMT (BM 1990 PG 544)
SSMH-1021
JUNIPER STREET
60' PUBLIC ROW
(BM 1995 PG 693)
JUNIPER STREET
60' PUBLIC ROW
(BM 1995 PG 693)
RBS-4-CAP
N: 760185.72
E: 2087148.10
EL: 335.17
WWW
W
GASFOC
FOCOHECOR 20' PERMANENT
SS ESMT (BM 1990 PG 543)
SSMH-1421
N/F
JAMES A. BASS JR. AND
SUSAN PEARL CHRISTMAN
4100 SPRUCE DR
PIN: 0786-60-7236
DB 10977 PG 320
BM 1963 PG 155
"LOT 62"
N/F
ROBERT R. DRAKE AND
WIFE, ERIN D. DRAKE
4211 JUNIPER ST
PIN: 0786-60-9086
DB 8351 PG 140
BM 1963 PG 155
"LOT 67"
N/F
DAVID M. WATERS AND
WIFE, AMY C. WATERS
4217 JUNIPER ST
PIN: 0786-60-7029
DB 15985 PG 124
BM 1995 PG 693
"LOT 66A"
N/F
ROBERT W. ROHDE AND
WIFE, KAY K. ROHDE
4215 JUNIPER ST
PIN: 0786-60-8049
DB 7456 PG 225
BM 1995 PG 693
"LOT 66B"
POPLAR 20"
UNK 6"MAPLE 18"
OAK 10"
POPLAR 15"
POPLAR 31"
POPLAR 6"
SWEETGUM 15"
UNK 6"
BIRCH 6"
BIRCH 12"
BIRCH 8"
POPLAR 24"
POPLAR 29"
ORNAMENTAL TREE
DOGWOOD 16"POPLAR 22"
OAK 15"
OAK 12"MAPLE 17" DOUBLE
CRAPE MYRTLE
CRAPE MYRTLE
CHERRY 12"
CRAPE MYRTLE
PINE 26"
PINE 24"
DOGWOOD 10"
UNK 8"
OAK 30"
OAK 24"
HOLLY 10"
ORNAMENTAL TREEORNAMENTAL TREEORNAMENTAL TREE
MAPLE 18"
MAPLE 18"MAPLE 15"
MAPLE 11"
MAPLE 21"
OAK19"
PINE 28"
UNK 8"
UNK 11"
UNK 8"
OAK 20" DOUBLE
PINE10"
PINE16"
UNK 10"
MAPLE 26"
OAK 24"
OAK 22"
OAK 23"PINE 26"
OAK 23"
OAK 18"PINE 12"
PINE 18"
PINE 22"
CRAPE MYRTLE
MAPLE 24"
DOGWOOD 7"
CRAPE MYRTLE
CRAPE MYRTLE
CRAPE MYRTLE
PINE 17"
PINE 20"
PINE 20"
POPLAR 29"
POPLAR 29"
POPLAR 9"
POPLAR 19"
BIRCH 9"
BIRCH 12"
UNKUNK
POPLAR 8"
POPLAR 8"
SWEETGUM 8"
POPLAR 12"
POPLAR 9"
POPLAR 9"
POPLAR 7"
POPLAR 38" TRIPLE
BIRCH 15"
SWEETGUM 6"
POPLAR 18"
UNK 9"
UNK 9"
POPLAR 8"
POPLAR 20"
POPLAR 20"
RBS-5-CAP
N: 760164.57
E: 2086657.71
EL: 354.08
20' UTIL ESMT
(BM 1963 PG 155)
*OLD LOT 60 & LOT 61*LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODL
O
D
L
O
D
L
O
DP
SF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TPF SF/TPFSF/TPFSF/TPFSF/TPFSF/TPFSF/TP
F
SF/TPFSF/TPFSF/TPFSF/TPFSF/TPFEXISTING SANITARY SEWER MANHOLE SCHEDULE
SSMH-951 (NOT SHOWN)
LOCATED APPROX 182' NORTH OF SSMH-1021
RIM = 293.02
INV OUT = 286.40 (S) 8" DIP
SSMH-1003 (NOT SHOWN)
LOCATED APPROX 221' SOUTH OF SSMH-1021
RIM = 318.62
INV OUT = 309.32 (NE) 8" DIP
SSMH-1021 (SHOWN)
RIM = 317.53
INV IN = 308.89 (E) 8" DIP (OTHER END UNKNOWN)
INV IN = 304.46 (NE) 8" DIP
INV IN = 304.42 (SW) 8" DIP
INV OUT = 304.29 (N) 8" DIP
SSMH-1421 (SHOWN ON DWG C01)
LOCATED APPROX 206' EAST OF SSMH-1021
RIM = 334.02
INV IN = 327.40 (S) 8" DIP
INV IN = 327.40 (E) 8" DIP
INV OUT = 327.27 (W) 8" DIP
USE OF HEAVY MACHINERY
RESTRICTED, SEE NOTES
MAIN TRUNK OF TREE
2" X 10" X 10' OR SUITABLY
SIZED PLANKS SECURED
ROUND TREE, SEE NOTES
WRAP TPF FABRIC AROUND
BOT OF TREE , TYP
MIN 1/2" DIA ROPE, OR
HEAVY GAUGE WIRE, TYP
TREE PLANKING NOTES:
TREE PLANKING NOTES:
1.TREE PLANKING SHALL REMAIN IN PLACE UNTIL ALL WORK IN
VICINITY OF THE TREE IS COMPLETED.
2.DO NOT NAIL, STAPLE, ETC ANY COMPONENTS TO THE TREE.
3.USE OF HEAVY MACHINERY WITHIN FIVE FEET OF THE TREE IS
PROHIBITED UNLESS ROOT PROTECTION MEASURES ARE
PROVIDED, INCLUDING: OPERATION OF MACHINERY ON EXISTING
SOUND ROCK, TIMBER MATS, OR MINIMUM 12" THICK MULCH /
WOOD CHIP LAYER. ROOT PROTECTION MEASURES SHALL BE
APPROVED BY THEN ENGINEER.PLOT DATE: 8/10/2018 11:27 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\C01 SAVED BY: BPRICE SAVE DATE: 5/31/2018 10:16 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
NOTES:
1.SEE EROSION CONTROL DETAILS, NOTES,
AND CONSTRUCTION SEQUENCE ON
DRAWING D01.
2.INSTALL INLET PROTECTION AT EXISTING
AND NEW INLETS. INLET PROTECTION SHALL
REMAIN IN PLACE UNTIL FINAL
STABILIZATION HAS BEEN ACHIEVED.
3.SILT / TREE PROTECTION FENCING
3.1.INSTALL SILT / TREE PROTECTION
FENCING WHERE INDICATED AND
AROUND OTHER AREAS TO BE
PROTECTED DURING CONSTRUCTION.
3.2.STOCKPILED ERODIBLE MATERIALS
SHALL HAVE PERIMETER SILT FENCING.
TEMPORARY OR PERMANENT
STABILIZATION MEASURES SHALL BE
PROVIDED IF STOCKPILED ERODIBLE
MATERIALS ARE UNDISTURBED FOR
MORE THAN 14 CALENDAR DAYS.
3.3.INSTALL STANDARD SILT FENCE
OUTLETS AT ALL LOW POINTS / AREAS
OF CONCENTRATED FLOW. SEE CITY OF
RALEIGH DETAIL SW-20.24, DRAWING
D01.
3.CONTRACTOR SHALL KEEP ROADWAYS CLEAR
OF MUD, DEBRIS, ETC.
4.CONTROL OF WATER
4.1.THE CONTRACTOR SHALL PROVIDE ALL
EQUIPMENT NECESSARY TO BYPASS
STREAM FLOWS AROUND WORK AREA
AND TO DEWATER WORK AREA.
4.2.DOWNSTREAM DISTURBED AREAS SHALL
BE PROTECTED FROM FLOWS UNTIL
FINAL STABILIZATION IS ACHIEVED.
4.3.WATER COLLECTED / PUMPED FROM
DISTURBED AREAS SHALL PASS
THROUGH AN APPROVED SEDIMENT
CONTROL DEVICE PRIOR TO DISCHARGE.
4.4.PUMPED FLOWS SHALL BE DISCHARGED
IN A NON-EROSIVE MANNER.
5.ALL NEWLY GRADED AND / OR DISTURBED
AREAS WITH SLOPES GREATER THAN 3H:1V
SHALL BE STABILIZED PER DRAWING C03.
6.THE CONTRACTOR SHALL RESTORE AREAS
USED FOR ACCESS, STAGING, STOCKPILING,
CONTROL OF WATER, ETC TO THEIR
ORIGINAL CONDITION AT THE CONCLUSION
OF CONSTRUCTION, UNLESS NOTED
OTHERWISE.
7.DASHED TOPOGRAPHIC LINES OBTAINED
FROM WAKE COUNTY GIS DATA AND SHALL
BE CONSIDERED APPROXIMATE.
CONTINUOUS TOPOGRAPHIC CONTOUR
LINES OBTAINED FROM FIELD SURVEY, PER
NOTES ON COVER SHEET. TYPICAL FOR ALL
DRAWINGS.
W. PRICE
W. PRICE
C01
CIVIL
EROSION CONTROL PLAN
EROSION CONTROL PLAN
1" = 20'
INLET PROTECTION WATTLE
SEE NOTE 2 AND COR
DET SW-20.23/D01
RESIDENTIAL CONST ENTRANCE W/
NCDOT TYPE 2 GEOTEXTILE UNDERLAY
SEE COR DET SW-20.10/D01
TREE ROOT PROTECTION AREA W/
6"T MULCH / WOOD CHIP LAYER
AND GEOTEXTILE UNDERLAY,
THICKNESS SHALL BE MAINTAINED
THROUGHOUT DURATION OF CONST
IMPERMEABLE SANDBAG DIKE FOR TEMP
STREAM BYPASS, SEE NOTE 4 AND DET C-6/D11
SF / TPF, TYP, SEE COR
DET SW-20.02 AND SW-20.24/D01
0 20'10
SCALE: 1" = 20'
20
IMPERMEABLE
SANDBAG DIKE
FOR TEMP STREAM
BYPASS, SEE
NOTES 4 AND 6,
AND DET C-6/D11
DEWATERING STAGING AREA /
FILTER BAG, SEE NOTES
4 AND 6, AND DET F-4/D11
DISTURBED AREA: 9,600 SFTCANOITCE
T
ORPYTILITUDNUORGREDNU EHTOTMR
O
FNOCTSUMNOITCURTSNOC
LLAPROPOSED TCE COINCIDENT W/ LOD, TYP
SEE ESMT PLAN, DWG D11
TREE PLANKING,
SEE DET 1/C01
DETAIL 1
C01NTS
TREE PLANKING
WORK AREA DEWATERING
PUMP, SEE NOTE 4
PPDE, TYP, SEE ESMT PLAN, DWG D11
325320320325315310305300300305310315315320325330335310305310315
320
31531031531
5
310 W
HH
W
WGASGAS GAS GAS
GAS
GAS
GAS GASWWWWWW
W
W W
W
W W W W
FOC
FOC FOC FOC FOCWWFOC
FOC
FOC FOC
FOC
FOC FOC FOC FOC FOC FOC FOC
MB
SS
MB
MB
MB
SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHE
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWN/F
KEITHLY O. HASLIP AND
WIFE, DOREEN L. HASLIP
4214 JUNIPER ST
PIN: 0786-60-8286
DB 2114 PG 272
BM 1963 PG 155
"LOT 61"
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
N/F
JOSEPH J. RYAN JR. AND
WIFE, JUDY S. RYAN
4210 JUNIPER ST
PIN: 0786-70-0326
DB 2064 PG 323
BM 1990 PG 482
"LOT 60R"
VE HOLE #2
VE HOLE #1
COR 20' PERMANENT
SS ESMT (BM 1990 PG 544)
SSMH-1021
JUNIPER STREET
60' PUBLIC ROW
(BM 1995 PG 693)
JUNIPER STREET
60' PUBLIC ROW
(BM 1995 PG 693)
XX
X XX XX
X
X
X X WWGASFOCOHEXXXX
COR 20' PERMANENT
SS ESMT (BM 1990 PG 543)
N/F
ROBERT R. DRAKE AND
WIFE, ERIN D. DRAKE
4211 JUNIPER ST
PIN: 0786-60-9086
DB 8351 PG 140
BM 1963 PG 155
"LOT 67"
N/F
ROBERT W. ROHDE AND
WIFE, KAY K. ROHDE
4215 JUNIPER ST
PIN: 0786-60-8049
DB 7456 PG 225
BM 1995 PG 693
"LOT 66B"
POPLAR 15"
POPLAR 31"
POPLAR 6"
SWEETGUM 15"
UNK 6"
BIRCH 6"
BIRCH 12"
BIRCH 8"
POPLAR 24"
POPLAR 29"
CRAPE MYRTLECRAPE MYRTLE
POPLAR 29"
POPLAR 29"
POPLAR 9"
POPLAR 19"
BIRCH 9"
BIRCH 12"
UNK
POPLAR 8"
POPLAR 8"
SWEETGUM 8"
POPLAR 12"
POPLAR 9"
POPLAR 9"
POPLAR 7"
POPLAR 38" TRIPLE
BIRCH 15"
SWEETGUM 6"
POPLAR 18"
UNK 9"
UNK 9"
POPLAR 8"
POPLAR 20"
POPLAR 20"
20' UTIL ESMT
(BM 1963 PG 155)
*OLD LOT 60 & LOT 61*
X LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
EXISTING SANITARY SEWER MANHOLE SCHEDULE
SSMH-951 (NOT SHOWN)
LOCATED APPROX 182' NORTH OF SSMH-1021
RIM = 293.02
INV OUT = 286.40 (S) 8" DIP
SSMH-1003 (NOT SHOWN)
LOCATED APPROX 221' SOUTH OF SSMH-1021
RIM = 318.62
INV OUT = 309.32 (NE) 8" DIP
SSMH-1021 (SHOWN)
RIM = 317.53
INV IN = 308.89 (E) 8" DIP (OTHER END UNKNOWN)
INV IN = 304.46 (NE) 8" DIP
INV IN = 304.42 (SW) 8" DIP
INV OUT = 304.29 (N) 8" DIP
SSMH-1421 (SHOWN ON DWG C01)
LOCATED APPROX 206' EAST OF SSMH-1021
RIM = 334.02
INV IN = 327.40 (S) 8" DIP
INV IN = 327.40 (E) 8" DIP
INV OUT = 327.27 (W) 8" DIP
PLOT DATE: 8/10/2018 11:28 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\C02 SAVED BY: BPRICE SAVE DATE: 5/31/2018 10:45 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
NOTES:
1.ROADWAYS, SIGNAGE, AND TRAFFIC CONTROL
1.1.SEE TRAFFIC CONTROL PLAN, DRAWING C21.
1.2.VEHICULAR ACCESS TO RESIDENTIAL DRIVEWAYS ON EITHER SIDE OF WORK
AREA SHALL BE MAINTAINED AT ALL TIMES.
1.3.TRAFFIC, PEDESTRIAN, AND OTHER LIFE / ROAD SAFETY SIGNS, INCLUDING
BUT NOT LIMITED TO: STOP, SPEED LIMIT, CHILDREN AT PLAY, AND STREET
NAME, THAT CONFLICT WITH CONSTRUCTION SHALL BE TEMPORARILY
RELOCATED DURING CONSTRUCTION. TEMPORARY SIGN LOCATIONS SHALL
COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS,
AND BE APPROVED BY THE CITY. SIGNS SHALL BE RESET IN THEIR ORIGINAL
LOCATIONS AT THE CONCLUSION OF CONSTRUCTION.
2.UTILITIES
2.1.THE CONTRACTOR SHALL COORDINATE TEMPORARY SUPPORT, ADJUSTMENTS,
AND / OR RELOCATION OF UTILITY LINES AND POLES WITH THE UTILITY
OWNER.
2.2.THE CONTRACTOR SHALL CONFIRM LOCATIONS OF ALL UTILITIES AND THEIR
SERVICE LATERALS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2.3.PRIVATE UTILITIES (ELECTRIC, GAS, TELECOMMUNICATIONS, ETC) SHALL BE
RELOCATED / ADJUSTED PER THE UTILITY OWNER'S REQUIREMENTS TO
ACCOMMODATE INSTALLATION OF PROPOSED STORM DRAINAGE
INFRASTRUCTURE, SHOWN ON DRAWINGS C03 - C12.
2.4.PUBLIC UTILITIES (SANITARY, STORM, WATER, ETC) SHALL BE RELOCATED /
ADJUSTED PER CURRENT CITY OF RALEIGH STANDARDS TO ACCOMMODATE
INSTALLATION OF PROPOSED STORM DRAINAGE INFRASTRUCTURE, SHOWN
ON DRAWINGS C03 - C12.
2.5.THE CONTRACTOR SHALL NOTIFY THE CITY OF ALL WATER MAIN WORK AT
LEAST 24 HOURS PRIOR TO SCHEDULED WORK. THE CONTRACTOR SHALL
NOTIFY RESIDENTS AFFECTED BY SERVICE DISRUPTIONS AT LEAST 24 HOURS
IN ADVANCE OF SCHEDULED DISRUPTION.
2.7.WATER SERVICE INTERRUPTIONS MAY OCCUR BETWEEN 9:00 AM AND 4:00
PM, MONDAY THROUGH FRIDAY, UNLESS THE CONTRACTOR OBTAINS PRIOR
APPROVAL FROM THE CITY.
2.8.PRIOR TO REMOVAL OF WATER MAINS, THE CONTRACTOR SHALL REQUEST
WATER MAIN SHUT-OFF FROM THE CITY. FOLLOWING SHUT-OFF, THE
CONTRACTOR SHALL INSTALL GATE VALVES AT EACH END OF THE WATER MAIN
TO BE REMOVED, PER CITY OF RALEIGH STANDARDS (SEE DRAWING C02, C03,
AND CITY OF RALEIGH DETAIL W-17, DRAWING D22). UPON INSTALLATION,
THE CONTRACTOR SHALL CONDUCT ANY REQUIRED TESTING, CLEANING, ETC
PRIOR TO RESTORING WATER SERVICE.
3.TEMPORARILY REMOVE PROPERTY MARKERS THAT CONFLICT WITH
CONSTRUCTION. PROPERTY MARKERS SHALL BE RESET BY A NORTH CAROLINA
REGISTERED PROFESSIONAL LAND SURVEYOR AT THE CONCLUSION OF
CONSTRUCTION.
4.CONTRACTOR SHALL REMOVE AND STORE LANDSCAPE FEATURES, INCLUDING BUT
NOT LIMITED TO: LANDSCAPE BORDERS, SOLAR LIGHTS, WALKWAY STONES, AND
LANDSCAPE DECORATIONS. LANDSCAPE FEATURES SHALL BE RESET IN THEIR
ORIGINAL LOCATIONS AT THE CONCLUSION OF CONSTRUCTION. DAMAGED
LANDSCAPE FEATURES SHALL BE REPLACED IN-KIND AT NO ADDITIONAL COST TO
THE OWNER.
5.EROSION CONTROL AND CONTROL OF WATER FEATURES NOT SHOWN FOR
CLARITY, SEE DRAWING C01.
W. PRICE
W. PRICE
C02
CIVIL
EXISTING CONDITIONS
AND DEMOLITION PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
1" = 10'
REMOVE 8 LF OF 18" SD
FROM DOWNSTREAM END
INV OUT = 303.34
REMOVE 12" SD AND CB
T/C = 317.27
INV IN = 313.43 (S) 12" RCP
INV OUT = 313.29 (N) 12" RCP
0 10'5
SCALE: 1" = 10'
10
RELOCATE / ADJ FOC, SEE NOTE 2
REMOVE BUSH, TYP
REMOVE 12" SD AND CB
T/C = 317.09
INV OUT = 314.43 (N) 12" RCP
RELOCATE / ADJ EMPTY
FOC CONDUIT AND HH
AS REQD, SEE NOTE 2
RELOCATE / ADJ 2" GAS,
SEE NOTE 2
REMOVE 6" W FOR VERT ADJ,
SEE NOTE 2 AND DWGS C03 AND C11
REMOVE LANDSCAPE
BORDER, SEE NOTE 4
SEE DWG C01 FOR CONTINUATION OF LOD
REMOVE ASPH RD TO
SUBGRADE, SEE NOTE 1
REMOVE ASPH PVMT
TO BASE COURSE, TYP
TCANOITCE
T
ORPYTILITUDNUORGREDNU EHTOTMR
O
FNOCTSUMNOITCURTSNOC
LLAREMOVE MISC DEBRIS
(CONC, RIPRAP, ETC)
REMOVE ROCK AS REQD, SEE DWG
C03, DWG C11, AND DET 2/D11 FOR
ADDL ROCK REMOVAL
REMOVE TREE, TYP
PROPOSED TCE COINCIDENT W/ LOD,
SEE ESMT PLAN, DWG D11
EX 18" SD
INV IN 305.61
TO REMAIN
PPDE, TYP, SEE ESMT PLAN, DWG D11
12" SD INV OUT = 311.97
TREE TO REMAIN, TYP
DEMO CONC CURB,
TYP BOTH SIDES OF RD
325320320325315310305300300305310315315320325330335310305310315
320
31531031531
5
310 W
HH
W
WGASGAS GAS GAS
GAS
GAS
GAS GASWWWWWW
W
W W
W
W W W W
FOC
FOC FOC FOC FOCWWFOC
FOC
FOC FOC
FOC
FOC FOC FOC FOC FOC FOC FOC
MB
SS
MB
MB
MB
SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSOHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHE
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWN/F
KEITHLY O. HASLIP AND
WIFE, DOREEN L. HASLIP
4214 JUNIPER ST
PIN: 0786-60-8286
DB 2114 PG 272
BM 1963 PG 155
"LOT 61"
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
N/F
JOSEPH J. RYAN JR. AND
WIFE, JUDY S. RYAN
4210 JUNIPER ST
PIN: 0786-70-0326
DB 2064 PG 323
BM 1990 PG 482
"LOT 60R"
COR 20' PERMANENT
SS ESMT (BM 1990 PG 544)
SSMH-1021
JUNIPER STREET
60' PUBLIC ROW
(BM 1995 PG 693)
JUNIPER STREET
60' PUBLIC ROW
(BM 1995 PG 693)WWGASFOCOHECOR 20' PERMANENT
SS ESMT (BM 1990 PG 543)
N/F
ROBERT R. DRAKE AND
WIFE, ERIN D. DRAKE
4211 JUNIPER ST
PIN: 0786-60-9086
DB 8351 PG 140
BM 1963 PG 155
"LOT 67"
N/F
ROBERT W. ROHDE AND
WIFE, KAY K. ROHDE
4215 JUNIPER ST
PIN: 0786-60-8049
DB 7456 PG 225
BM 1995 PG 693
"LOT 66B"
POPLAR 15"
POPLAR 31"
POPLAR 6"
SWEETGUM 15"
UNK 6"
BIRCH 6"
BIRCH 12"
BIRCH 8"
POPLAR 24"
POPLAR 29"
CRAPE MYRTLECRAPE MYRTLE
POPLAR 29"
POPLAR 29"
POPLAR 9"
POPLAR 19"
BIRCH 9"
BIRCH 12"
UNK
POPLAR 8"
POPLAR 8"
SWEETGUM 8"
POPLAR 12"
POPLAR 38" TRIPLE
20' UTIL ESMT
(BM 1963 PG 155)
*OLD LOT 60 & LOT 61*LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
WV
WV310310315
31
5 305EXISTING SANITARY SEWER MANHOLE SCHEDULE
SSMH-951 (NOT SHOWN)
LOCATED APPROX 182' NORTH OF SSMH-1021
RIM = 293.02
INV OUT = 286.40 (S) 8" DIP
SSMH-1003 (NOT SHOWN)
LOCATED APPROX 221' SOUTH OF SSMH-1021
RIM = 318.62
INV OUT = 309.32 (NE) 8" DIP
SSMH-1021 (SHOWN)
RIM = 317.53
INV IN = 308.89 (E) 8" DIP (OTHER END UNKNOWN)
INV IN = 304.46 (NE) 8" DIP
INV IN = 304.42 (SW) 8" DIP
INV OUT = 304.29 (N) 8" DIP
SSMH-1421 (SHOWN ON DWG C01)
LOCATED APPROX 206' EAST OF SSMH-1021
RIM = 334.02
INV IN = 327.40 (S) 8" DIP
INV IN = 327.40 (E) 8" DIP
INV OUT = 327.27 (W) 8" DIP
PLOT DATE: 8/10/2018 11:29 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\C03 SAVED BY: BPRICE SAVE DATE: 5/31/2018 10:45 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
NOTES:
1.EXISTING UTILITIES SHOWN IN ORIGINAL LOCATIONS. RELOCATE /
ADJUST AS REQUIRED. FINAL LOCATIONS SHALL BE DETERMINED BY
THE UTILITY OWNER. SEE DRAWINGS C02, C11, AND C12.
2.INLET PROTECTION WATTLES SHALL BE INSTALLED ON NEW CATCH
BASINS UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED. SEE
CITY OF RALEIGH DETAIL SW-20.23, DRAWING D01.
3.TYPE 1 TURF REINFORCEMENT MATTING SHALL BE NORTH
AMERICAN GREEN ROLLMAX VMAX P550, OR APPROVED EQUAL.
TYPE 2 TURF REINFORCEMENT MATTING SHALL BE NORTH
AMERICAN GREEN BIONET S150BN, OR APPROVED EQUAL. RESEED
TURF REINFORCEMENT AREAS PER DRAWING D01.
4.EROSION CONTROL AND CONTROL OF WATER FEATURES NOT
SHOWN FOR CLARITY, SEE DRAWING C01.
W. PRICE
W. PRICE
C03
CIVIL
PROPOSED CONDITIONS PLAN
PROPOSED CONDITIONS PLAN
1" = 10'
RELOCATE / ADJ FOC,
SEE NOTE 1
5'W CB, TYP, SEE NOTE 2, DWG C12,
AND COR DET SW-10.01/D21
BANK STABILIZATION, TYP, SEE DET 2/D11
0 10'5
SCALE: 1" = 10'
10
ASPH PVMT PATCH,
SEE COR DET T-10.05/D22
ADJ 6" W PER DWGS C02 AND C11
30" C&G, TYP BOTH SIDES OF RD,
SEE COR DET T-10.26.1/D22
SD, TYP, SEE DWGS
C11 - C12 AND COR
DET S-1/D21
RESET LANDSCAPE
BORDER AND REPLACE
PLANT MATL IN-KIND
RELOCATE / ADJ FOC AND
GAS, SEE NOTE 1
NCDOT REINF PRECAST
CONC ENDWALL, SEE DWG C11
COR CLASS A PRECAST
CONC MH, SEE DWG C11
2'L C&G TRANSITION
TO MATCH EX CONC CURB
END C&G, SEE
COR DET T-10.25/D22
2'L C&G TRANSITION
TO MATCH EX
CURB (NORTH)
AND C&G (SOUTH)
VARIABLE WIDTH PPDE, SEE ESMT PLAN, DWG D11
TCANOITCE
T
ORPYTILITUDNUORGREDNU EHTOTMR
O
FNOCTSUMNOITCURTSNOC
LLASEE DWG C01 FOR CONTINUATION OF LOD
STABILIZE DISTURBED AREAS
W/ TYPE 1 TRM, SEE NOTE 3
DOUBLE WIDTH CB, TYP
SEE NOTE 2, DWG C11,
AND COR DET
SW-10.02/D21
CONST ENTRANCE
SHOWN FOR
REFERENCE, SEE DWG C01
TYPE 1 TRM, TYP, SEE NOTE 3
6" DIP GV, TYP,
SEE COR
DET W-17/D22
PROPOSED TCE COINCIDENT
W/ LOD, SEE ESMT PLAN, DWG D11
TYPE 2 TRM, TYP, SEE NOTE 3
292
295
300
305
310
315
320
325
292
295
300
305
310
315
320
325
0+00 0+50 1+00 1+50
9 LF 30" RCP @ 0.50%
RELOCATE 2" FOC PVC AS REQD
(APPROX LOCATION)CB-02BINV IN (S): 311.38 (15" RCP)INV IN (E): 312.96 (15" RCP)INV OUT: 308.34 (18" RCP)STA 0+84(N)T/C: 317.39MHINV IN (SE): 305.84 (18" RCP)INV IN (SW): 303.34 (18" RCP)INV OUT: 300.94 (30" RCP)STA 0+62(N)RIM: 310.45RELOCATE 2" G STL
(APPROX LOCATION)
FG
EG
RELOCATE 2" FOC PVC
(APPROX LOCATION)
8" SS DIP, TO REMAIN
(APPROX LOCATION)
8" SS DIP, TO REMAIN
REMOVE EX 6" W DIP, LOCATE NEW
6" W DIP ABOVE PROPOSED SD,
INSTALL CONC CRADLE PER COR
DET W-41/D22 (APPROX LOCATIONS)CB-03BINV OUT: 312.00 (15" RCP)STA 1+08(N)T/C: 317.6124 LF 15" RCP @ 2.58%
22 LF 18" RCP @ 11.38%
PRECAST
CONC ENDWALL
STA: 0+50.05
APRON EL: 300.43 ASSUMED TOR
TOR SEE INSET, THIS DWG
REMAI
N
I
N
G

6
3

L
F

1
8
"

R
C
P
@ 3.21
%

(
R
E
M
A
I
N
I
N
G
)
INSTALL 8 LF OF NEW 18" RCP
@ 3.21% FROM REMANING
SD TO NEW MH315310305300300305310315315310
31
5
310
HH
GAS
GAS
GAS
W W W W
FOC WFOC
FOC FOC FOC
SS
SSSSSSSSSSSSSS SS SS
OHE
OHE
OHE
OHE
OHE
ROWROWROWROWROWROW ROW ROW ROW ROW
UNK 6"
BIRCH 6"
BIRCH 12"
BIRCH 8"
POPLAR 24"
POPLAR 29"
POPLAR 29"
POPLAR 29"
BIRCH 9"
BIRCH 12"
POPLAR 8"
POPLAR 8"
POPLAR 12"
POPLAR 38" TRIPLE LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
WV
WV
1+25(N)0+00(N)0+50(N)1+00(N)SDSDSDSDSDSD8 LF 18" RCP @ 3.21%
EX 63 LF 18" RCP @ 3.21%
37 LF 15" RCP @ 1.34%
24 LF 15" RCP @ 2.58%
CB-04
22 LF 15" RCP @ 5.33%
9 LF 30" RCP @ 0.50%
CB-05
CB-03B
CB-02B
22 LF 18" RCP @ 11.38%
CB-03A
CB-02A 310310315
31
5 305295
300
305
310
315
295
300
305
310
315
0+45 0+50 0+55 0+60 0+65 0+70
STORM DRAIN SCHEDULE
PIPE
RCP-01
RCP-02
RCP-03
RCP-04
RCP-05
RCP-06
RCP-07 (EX)
DIA (IN)
30
18
15
15
15
18
18
L (FT)
9
22
24
37
22
8
63
S (%)
0.50%
11.38%
2.58%
1.34%
5.33%
3.21%
3.21%
US STRU
MH
CB-02B
CB-03B
CB-04
CB-05
N/A
N/A
DS STRU
HW
MH
CB-02B
CB-03A
CB-02B
MH
N/A
PLOT DATE: 8/10/2018 11:30 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\C11 SAVED BY: BPRICE SAVE DATE: 5/31/2018 11:58 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
NOTES:
1.EROSION CONTROL AND TURF REINFORCEMENT MATTING NOT
SHOWN FOR CLARITY.
2.EXISTING UTILITIES SHOWN IN ORIGINAL LOCATIONS. ADJUST /
RELOCATE / ADJUST AS REQUIRED. FINAL LOCATIONS SHALL BE
DETERMINED BY THE UTILITY OWNER. SEE DRAWINGS C02 AND C12.
3.THE PRECAST CONCRETE MANHOLE SHALL AT A MINIMUM, CONFORM
TO THE CURRENT CITY OF RALEIGH STANDARDS (SEE DETAILS
SW-10.05 AND SW-10.10, DRAWING D21), EXCEPT THAT THE
STRUCTURAL DESIGN (WALL / SLAB THICKNESSES, INNER DIAMETER,
REINFORCING, ETC) SHALL BE DETERMINED BY THE MANUFACTURER.
4.THE BASIS OF DESIGN INCLUDES PRECAST CONCRETE ENDWALL
DIMENSIONS, SHOWN BELOW, OBTAINED FROM NCDOT STANDARD
DRAWING 838.80. DEVIATIONS FROM THE DIMENSIONS SHOWN IN
THE NCDOT STANDARD DRAWING SHALL REQUIRE DESIGN
DOCUMENTATION PREPARED BY A NORTH CAROLINA REGISTERED
PROFESSIONAL ENGINEER TO BE SUBMITTED TO THE ENGINEER FOR
APPROVAL.
DIA = 30"
H1 = 3.00'
H2 = 5.00'
D = 2.50'
W1 = 5.00'
W2 = 10.75'
5.THE CONCRETE ENDWALL SHEAR KEY MAY BE OMITTED, PROVIDED
THAT DESIGN DOCUMENTATION PREPARED BY A NORTH CAROLINA
REGISTERED PROFESSIONAL ENGINEER IS SUBMITTED TO THE
ENGINEER FOR APPROVAL.
6.SANITARY SEWER, STORM DRAIN, AND WATER MAIN PIPES SHALL BE
INSTALLED ACCORDING TO CURRENT CITY OF RALEIGH STANDARDS,
INCLUDING BUT NOT LIMITED TO THE FOLLOWING VERTICAL
SEPARATION FOR CROSSING PIPES:
STORM AND WATER:
≥ 18" SEPARATION: MINIMUM FOR STANDARD INSTALLATION
≥ 6" - 18" SEPARATION: CONCRETE CRADLE AND DIP REQUIRED
< 6" SEPARATION: NOT PERMITTED
STORM AND SEWER:
≥ 24" SEPEARATION: MINIUM FOR STANDARD INSTALLATION
≥ 6" - 24" SEPARATION: CONCRETE CRADLE AND DIP REQUIRED
< 6" SEPARATION: NOT PERMITTED
W. PRICE
W. PRICE
C11
CIVIL
STORM DRAINAGE SYSTEM PLAN
AND PROFILE - SHEET 1 OF 2
STORM DRAINAGE SYSTEM PROFILE NORTH
H: 1" = 20' V: 1" = 2'
STORM DRAINAGE SYSTEM PLAN NORTH
1" = 10'
SEE STORM DRAINAGE SYSTEM
PLAN AND PROFILE WEST, DWG C12
ADJ 6"W MAIN, SEE PROFILE
THIS DWG AND COR DET W-7, W-9,
W-10, W-12, W-17 AND W-41/D22
RELOCATE / ADJ FOC, SEE NOTE 2
RELOCATE / ADJ FOC AND GAS,
SEE NOTE 2
DOUBLE WIDTH CB, TYP, SEE
COR DET SW-10.02, SW-10.06.1,
AND SW-10.06.2/DWG D21
SEE STORM DRAINAGE SYSTEM
PLAN AND PROFILE EAST, DWG C12
COR CLASS A PRECAST
CONC MH, SEE NOTE 3
SD PIPE, TYP, SEE
COR DET S-1/D21
NCDOT 838.80 PRECAST CONC
ENDWALL, SEE NOTE 4
F/C, TYP
SSMH-1021
TRM NOT SHOWN FOR CLARITY
SEE DWG C03
0 10'5
SCALE: 1" = 10'
10
VERTICAL SCALE: 1"=2'
0
02 21
HORIZONTAL SCALE: 1" = 20'
20 10 20'TCANOITC
E
T
ORPYTILITUDNUORGREDNU EHTOTMR
O
F
NOCTSUMNOITCURTSNOC
LLAINSET
1" = 5'
NCDOT TYPE 3 GROUT IN ANNULAR
SPACE BENEATH AND ON ALL
SIDES UP TO EX TOR
6"
MIN
TYP 6"MINTYPOPTIONAL SHEAR
KEY, SEE NOTE 5
TOR
ASSUMED TOR
FG
EG
INSTALL CONC
ENDWALL W/ APRON
FLUSH TO EX TOR
NOTE
INVERT ELEVATIONS OF THE PRECAST CONCRETE
ENDWALL, PRECAST CONCRETE MANHOLE, AND STORM
DRAIN PIPE CONNECTING THE TWO STRUCTURES
SHALL BE CONSIDERED APPROXIMATE. ELEVATIONS
SHALL BE ADJUSTED AS NEEDED TO ACCOMMODATE
FIELD CONDITIONS.24" MINSEE NOTE 66" MIN3.0' MIN0 5'2.5
SCALE: 1" = 5'
5
REMOVE ROCK AS REQD FOR SD
INFRASTRUCTURE INSTALLATION,
SEE PROFILE AND INSET, THIS DWG
(RCP-06)
(RCP-07 EX)
300
305
310
315
320
325
300
305
310
315
320
325
-0+250+000+250+50CB-04INV OUT: 314.08 (15" RCP)STA 0+40(W)T/C: 318.366" W DIP (BEYOND)
(APPROX LOCATION)
8" SS DIP
8" SS DIP
(APPROX LOCATION)
8" SS DIP (CROSSING)
(APPROX LOCATION)
EG
RELOCATE 2" G STL
(APPROX LOCATION)
RELOCATE 2" FOC PVC
(APPROX LOCATION)
37 LF 15" RCP @ 1.34%CB-03BINV OUT: 312.00 (15" RCP)STA 1+08(N)T/C: 317.61CB-03AINV IN (W): 313.58 (15" RCP)STA 1+08(N)T/C: 317.61SSMH-1021INV IN: 304.42 (8" DIP)INV IN: 304.46 (8" DIP)INV OUT: 304.46 (8" DIP)INV OUT: 308.89 (8" DIP)STA 0+28(W)RIM: 317.5318" RCP
300
305
310
315
320
325
300
305
310
315
320
325
-0+25 0+00 0+25 0+50CB-02BINV IN (S): 311.38 (15" RCP)INV IN (E): 312.96 (15" RCP)INV OUT: 308.34 (18" RCP)STA 0+84(N)T/C: 317.39CB-05INV OUT: 314.16 (15" RCP)STA 0+26(E)T/C: 318.3222 LF 15" RCP @ 5.33%
6" W DIP
(APPROX LOCATION)
8" W DIP
RELOCATE 2" FOC PVC
(APPROX LOCATION)
EGCB-02ASTA 0+82(N)T/C: 317.39EG
18" RCP320315310305300300305310315315310310
31531
5
310
WV
WV
HH
GAS
GAS
GAS
W
W
W W W
W
FOC
FOCWFOC
FOC FOC FOC FOC
SS
SSSSSSSSSSSSSSSS SS SS SS
OHE
OHE
OHE
OHE
OHE
OHE
OHE
ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW
VE HOLE #2
VE HOLE #1
GASFOC
UNK 6"
BIRCH 6"
BIRCH 12"
BIRCH 8"
POPLAR 24"
POPLAR 29"
POPLAR 29"
POPLAR 29"
BIRCH 9"
BIRCH 12"
POPLAR 8"
POPLAR 8"
SWEETGUM 8"
POPLAR 12"
POPLAR 38" TRIPLE LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
0+50(W)
-0+25(W)
0+00(W)
0+50(E)
-0+25(E)0+00(E)
8 LF 18" RCP @ 3.21%
EX 63 LF 18" RCP @ 3.21%
37 LF 15" RCP @ 1.34%
24 LF 15" RCP @ 2.58%
CB-04
22 LF 15" RCP @ 5.33%
9 LF 30" RCP @ 0.50%
CB-05
CB-03B
CB-02B
22 LF 18" RCP @ 11.38%
CB-03A
CB-02A 310310315
31
5 305PLOT DATE: 8/10/2018 11:31 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\C12 SAVED BY: BPRICE SAVE DATE: 5/31/2018 11:32 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
W. PRICE
W. PRICE
C12
CIVIL
STORM DRAINAGE SYSTEM PLAN
AND PROFILE - SHEET 2 OF 2
VERTICAL SCALE: 1"=3'
0
03 3
HORIZONTAL SCALE: 1" = 20'
20 10 20'
STORM DRAINAGE PROFILE WEST
H: 1" = 20' V: 1" = 3'
STORM DRAINAGE PROFILE EAST
H: 1" = 20' V: 1" = 3'
STORM DRAINAGE PLAN EAST AND WEST
1" = 10'0 10'5
SCALE: 1" = 10'
10
RELOCATE / ADJ FOC, SEE NOTE 2
RELOCATE / ADJ FOC AND GAS,
SEE NOTE 2
5'W CB, TYP, SEE COR DET
SW-10.01, SW-10.06.1, AND SW-10.06.2/DWG D21
SD PIPE, TYP, SEE
COR DET S-1/D21
F/C, TYP
TCANOITCE
T
ORPYTILITUDNUORGREDNU EHTOTMR
O
FNOCTSUMNOITCURTSNOC
LLANOTE:
SEE DRAWING C11 FOR NOTES.
SSMH-1021
TRM NOT SHOWN FOR CLARITY
SEE DWG C03
TYPE III BARRICADETYPE III BARRICADETYPE III BARRICADEJUNIPER ST
JUNIPER CTPICARDY DRLAU
R
E
L
HI
L
L
S
R
D
BOXWOOD RDSPRUCE DRTYPE III BARRICADETYPE III BARRICADETYPE III BARRICADETYPE III BARRICADETYPE III BARRICADEPLOT DATE: 8/10/2018 11:31 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\C21 SAVED BY: BPRICE SAVE DATE: 5/15/2018 9:35 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
GENERAL NOTES:
1.VEHICULAR ACCESS TO EACH PROPERTY /
DRIVEWAY SHALL BE MAINTAINED THROUGHOUT
THE DURATION OF CONSTRUCTION
2.SIGNAGE, FLAGGERS, BARRICADES, ETC SHALL BE
PROVIDED AND MAINTAINED BY THE CONTRACTOR
IN COMPLIANCE WITH LOCAL, STATE, AND
FEDERAL (MUTCD) SAFETY AND TRAFFIC LAWS
AND STANDARDS.
3.DETOUR SIGNS SHALL BE PLACED AT EACH
INTERSECTION ALONG THE DETOUR ROUTE TO
INSTRUCT MOTORISTS TO FOLLOW THE
DESIGNATED ROUTE.
4.SIGN SPACING MAY BE REDUCED WHERE
DISTANCE BETWEEN INTERSECTIONS DOES NOT
PERMIT FULL SPACING.
5.CONTRACTOR MAY SUBMIT ALTERNATIVE TRAFFIC
CONTROL PLAN TO CITY FOR APPROVAL.
W. PRICE
W. PRICE
C21
CIVIL
TRAFFIC CONTROL PLANS SANDS
OVERALL DETOUR PLAN
1" = 50'
CONST AREADETOUR ROUTE
NCDOT TYPE-3 BARRICADE
THRU TRAFFIC
TO
ROAD CLOSED
60" X 30"
(R11-4)
DETOUR
48" X 18"
(M4-10L)
AHEAD
CLOSED
ROAD
36" X 36"
(W20-3)
CLOSED
ROAD
48" x 30"
(R11-2)
NCDOT TYPE-3 BARRICADE
THRU TRAFFIC
TO
ROAD CLOSED
60" X 30"
(R11-4)
NCDOT TYPE-3 BARRICADE
DETOUR
48" X 18"
(M4-10L)
DETOUR
48" X 18"
(M4-10L)
DETOUR
48" X 18"
(M4-10L)
DETOUR
30" X 24"
(M4-9La)
DETOUR
30" X 24"
(M4-9La)
DETOUR
48" X 18"
(M4-10R)
DETOUR
48" X 18"
(M4-10R)
DETOUR
48" X 18"
(M4-10R)
DETOUR
48" X 18"
(M4-10L)
DETOUR
48" X 18"
(M4-10R)
DETOUR
30" X 24"
(M4-9Ra)
DETOUR
30" X 24"
(M4-9Ra)
DETOUR
30" X 24"
(M4-9Ra)
DETOUR
30" X 24"
(M4-9La)
DETOUR
48" X 18"
(M4-10R)
DETOUR
48" X 18"
(M4-10L)
END
DETOUR
24" X 18"
(M4-8a)
END
DETOUR
24" X 18"
(M4-8a)
DETOUR
30" X 24"
(M4-9La)
DETOUR
48" X 18"
(M4-10R)
DETOUR
30" X 24"
(M4-9Ra)
24" X 24"
(R3-2)
24" X 24"
(R3-1)
AHEAD
CLOSED
ROAD
36" X 36"
(W20-3)
JUNIPER
STREET CLOSED
AHEAD
DETOUR
36" X 36"
(W20-2)
JUNIPER
STREET CLOSED
AHEAD
DETOUR
36" X 36"
(W20-2)
AHEAD
DETOUR
36" X 36"
(W20-2)
JUNIPER
STREET CLOSED
JUNIPER
STREET CLOSED
AHEAD
DETOUR
36" X 36"
(W20-2)
JUNIPER
STREET CLOSED
AHEAD
DETOUR
36" X 36"
(W20-2)
JUNIPER
STREET CLOSED
AHEAD
DETOUR
36" X 36"
(W20-2)
DETOUR
48" X 18"
(M4-10L)
AHEAD
DETOUR
36" X 36"
(W20-2)
AHEAD
CLOSED
ROAD
36" X 36"
(W20-3)
200', TYP
SEE NOTE X
200', TYP
SEE NOTE X
50', TYP
INTERSECTION
50', TYP 200', TYP
END
DETOUR
24" X 18"
(M4-8a)
200' PRIOR TO END
OF DETOUR ROUTE
SEE NOTE X
DETOUR
48" X 18"
(M4-10L)
DETOUR
30" X 24"
(M4-9La)
SIGN SPACING
NTS
PLOT DATE: 8/10/2018 11:31 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\D01 SAVED BY: BPRICE SAVE DATE: 8/10/2018 11:07 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
W. PRICE
W. PRICE
D01
DETAILS
EROSION CONTROL
DETAILS AND NOTES
S SANDS
EROSION & SEDIMENTATION CONTROL NOTES:
1.THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MINIMIZE
EXPOSED SOIL AREAS THROUGHOUT THE PROJECT.
2.ALL ONSITE ACTIVITIES SHALL BE MANAGED TO INSURE NO
ADVERSE IMPACTS TO WATER QUALITY OCCUR DURING AND
AFTER CONSTRUCTION.
3.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY
EROSION CONTROL MEASURES WHETHER OR NOT SHOWN ON THE
PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC
FROM SILTATION AND EROSION.
4.EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL
BE INSPECTED ON A WEEKLY BASIS AND WITHIN 24 HOURS
FOLLOWING A STORM EVENT GREATER THAN ONE INCH. EACH
MEASURE SHALL BE MAINTAINED AS REQUIRED TO ENSURE
PROPER FUNCTIONING OF THE MEASURE.
5.ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH
STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF
TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME
SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON
THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT
THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM
ENTERING PIPE. TRENCH SHALL BE BACKFILLED AT THE END OF
EACH WORK DAY AND DISTURBED AREA SEEDED WITH
TEMPORARY SEEDING MEASURES, AS APPROPRIATE.
6.ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE
UNTIL CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS
ESTABLISHED ON ALL DISTURBED AREAS, AND APPROVAL BY THE
ENGINEER IS GIVEN. AREAS WHERE EROSION AND
SEDIMENTATION CONTROL MEASURES ARE REMOVED SHALL BE
REGRADED AND SEEDED TO MATCH ORIGINAL SITE CONDITIONS.
EROSION & SEDIMENTATION CONTROL
CONSTRUCTION SEQUENCING:
1.NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL
BEGIN UNTIL TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL INSTALL
SILT FENCE AS SHOWN ON THE DRAWING FOR TEMPORARY
PERIMETER EROSION CONTROL.
2.ONCE ALL SILT FENCE HAS BEEN INSTALLED ALL CONSTRUCTION
ACTIVITIES MAY THEN BEGIN.
3.TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED
THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES ON
ANY AREA WHICH WILL REMAIN UNDISTURBED FOR MORE THAN 7
WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS SHORTER.
ALL SLOPES STEEPER THAN 3H:1V SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION WITHIN 7 CALENDAR DAYS. ALL OTHER
SLOPES OF 3H:1V OR FLATTER, EXCEPT THOSE GREATER THAN 50
FT IN LENGTH, SHALL BE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES
SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS.
4.PERMANENT SEEDING SHALL BE IMMEDIATELY INSTALLED, FOR
ALL AREAS REACHING FINAL GRADE WHICH WILL NOT BE
DISTURBED AGAIN.
5.UPON COMPLETION OF FINAL GRADING, PERMANENT STRUCTURAL
OR VEGETATIVE STABILIZATION SHALL BE ESTABLISHED.
6.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL
BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION
ACTIVITIES AND THE SITE HAS BEEN PERMANENTLY STABILIZED
WITH STRUCTURAL AND/OR PERMANENT VEGETATIVE MEASURES.
7.CONTRACTOR SHALL PERFORM SITE INSPECTION AND
MAINTENANCE ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN
24 HOURS AFTER ANY STORM EVENT GREATER THAN 1/2 INCH OF
RAIN PER 24 HOUR PERIOD.
8.ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY
SEDIMENT CONTROL MEASURES MAY BE REMOVED UPON
APPROVAL FROM THE CITY. ANY AREAS DISTURBED BY THE
REMOVAL OF EROSION CONTROL MEASURES SHALL BE RETURNED
TO THE ORIGINAL, OR BETTER, CONDITION, THEN SEEDED,
MULCHED, AND FERTILIZED.
9.THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT
REQUIRES PEOPLE RESPONSIBLE FOR LAND DISTURBING
ACTIVITIES TO INSPECT EROSION AND SEDIMENTATION CONTROL
MEASURES AFTER EACH PHASE OF THE PROJECT UNTIL
PERMANENT GROUND COVER IS ESTABLISHED. THE SELF
INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF-INSPECTION REPORT IS TO ENSURE THE INSTALLATION OF
EROSION AND SEDIMENTATION CONTROL MEASURES ARE
CONTINUALLY PERFORMING AS INTENDED.
SEEDING NOTES:
SEED BED PREPARATION
1.CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO PLANTING.
2.TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE
MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING, FURROWING, TRACKING, OR STAIRSTEP GRADING.
SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING, HARROWING, RAKING, OPERATING PLANTING EQUIPMENT ON THE
CONTOUR.
3.SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY, AND AT THE
RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING SCHEDULE.
SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN SEALED BY
RAINFALL.
MULCHING AND TACKING AGENTS
1.MULCH MUST COVER A MINIMUM OF 80 PERCENT OF THE SOIL SURFACE AND MUST BE SECURED BY TACKING, CRIMPING, OR
NETTING.
2.WOOD CELLULOSE FIBER MULCH SHALL BE USED IN HYDROSEEDING GRASS SEED IN COMBINATION WITH FERTILIZERS AND
OTHER APPROVED ADDITIONS.
3.NETTING WITH PLASTIC MESH AND / OR PLASTIC TWINE SHALL BE USED IN WETLAND AND RIPARIAN BUFFERS TO PROTECT
SMALL ANIMALS.
HYDROSEEDING
1.HYDROSEEDING SHALL BE CARRIED OUT IN THREE STEPS. STEP ONE SHALL CONSIST OF THE APPLICATION OF LIME. IN STEP
TWO THE SEED MIXTURE SHALL BE MIXED WITH THE FERTILIZER, WOOD CELLULOSE FIBER MULCH, AND ANY REQUIRED
INOCULANTS AND APPLIED TO THE SEED BED. STEP THREE SHALL CONSIST OF APPLICATION OF TOP DRESSING DURING THE
FIRST SPRING OR FALL, WHICHEVER COMES FIRST, AFTER STEP TWO.
2.INGREDIENTS FOR THE MIXTURE AND STEPS SHOULD BE DUMPED INTO A TANK OF WATER AND THOROUGHLY MIXED TO A
HOMOGENEOUS SLURRY AND SPRAYED OUT UNDER A MINIMUM OF 300-350 POUNDS PRESSURE, IN SUITABLE PROPORTIONS TO
ACCOMMODATE THE TYPE AND CAPACITY OF THE HYDRAULIC MACHINE TO BE USED. APPLICATIONS SHALL BE EVENLY SPRAYED
OVER THE GROUND SURFACE. THE CONTRACTOR SHALL FREE THE TOPSOIL OF STONES, ROOTS, RUBBISH AND OTHER
DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE. THE BARE SOIL, EXCEPT EXISTING STEEP EMBANKMENT AREA,
SHALL BE ROUGH RAKED TO REMOVE STONES, ROOTS, AND RUBBISH OVER 4-INCH IN SIZE, AND OTHER DELETERIOUS
MATERIALS AND DISPOSE OF SAME OFF THE SITE.
3.NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE
EASILY, WHEN IT IS IN A FROZEN CONDITIONS, OR TOO DRY. ANY BARE SPOTS SHOWN IN TWO TO THREE WEEKS SHALL BE
RE-CULTIVATED, FERTILIZED AT HALF THE RATE, RAKED, SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND BROADCAST
METHOD ACCEPTABLE TO THE OWNER.
NOTES:
1.TOP DRESS WITH 50 LB/AC NITROGEN IN MARCH.
2.APPLY 2,000 LB/AC GROUND AGRICULTURAL LIMESTONE AND 750 - 1,000 LB/AC 10-10-10 FERTILIZER. APPLICATION RATES
AND CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST.
3.APPLY 4,000 LB/AC SMALL GRAIN STRAW MULCH.
4.TACK MULCH BY APPLYING ASPHALT TACK AT A RATE OF 0.10 GAL/YR² (10 GAL/1,000 FT²).
5.RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER VISIBLE SIGNS OF DAMAGE.
PERMANENT SEEDING SCHEDULE:
SPECIES RATE (LB/AC)SEEDING DATES
KENTUCKY 31 FALL: AUGUST 25TH-SEPTEMBER 15TH (SEE NOTE 1)
TALL FESCUE LATE WINTER: FEBRUARY 15TH-MARCH 21ST
(OR ALTA TALL FESCUE)150 AFTER AUGUST 15TH, USE UNSCARIFIED SEED
GERMAN MILLET 10 ADD BETWEEN MAY 1ST-AUGUST 15TH
RYE (GRAIN)40 ADD BEFORE MAY 1ST AND AFTER AUGUST 15TH
NOTES:
1.FALL IS BEST FOR TALL FESCUE.
2.BETWEEN MAY 1ST AND AUGUST 15TH, ADD 10 LB/AC GERMAN MILLET.
3.PRIOR TO MAY 1ST OR AFTER AUGUST 15TH ADD 40 LB/AC RYE (GRAIN).
4.APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/AC GROUND AGRICULTURAL LIMESTONE AND
1,000 LB/AC 10-10-10 FERTILIZER.
5.LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
6.APPLY 4,000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
7.ANCHOR BY TACKING WITH ASPHALT (0.10 GAL/YD2), ROVING, OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL.
8.RE-FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
9.RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY
TEMPORARY SEEDING SCHEDULE:
SPECIES RATE (LB/AC)SEEDING DATES
GERMAN MILLET 40 SUMMER: MAY 1ST-AUGUST 15TH
RYE (GRAIN)120 FALL: AUGUST 15TH-DECEMBER 30TH (SEE NOTE 1)
RYE (GRAIN)120 WINTER: JANUARY 1ST-MAY 1ST
NCDOT TYPE 2
GEOTEXTILEMODIFIED
ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW
TRM PER PLANS, TYP
TIE-IN ALONG PERIMETER
RESEED PER DWG D01
OVERLAP TRM 12" MIN BEHIND GEOTEXTILE, TYP
NCDOT TYPE 2 GEOTEXTILE, TYP
EX TOR
6"T MIN COMPOST AND TOPSOIL
NCDOT CLASS 2+ STONE, TYP, SEE NOTES
CONSTRUCT TRENCH IN EX ROCK TO
ACCOMMODATE 6H:1V STONE CAMBER,
SEE NOTES AND TRENCH DET, THIS DWG 18" MINTYPNCDOT #57 STONE BEDDING SUPPORT AS
REQD, SEE TRENCH DET, THIS DWG
W, SEE DWG C03
NCDOT #57 CHINKING
STONE AS REQD, TYP 6H
:
1
V
,

T
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P
3.0' MIN, TYP24
"

M
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N
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P
PLOT DATE: 8/10/2018 11:32 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\D11 SAVED BY: BPRICE SAVE DATE: 8/10/2018 11:10 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
W. PRICE
W. PRICE
D11
DETAILS
MISCELLANEOUS DETAILSS SANDS
EX COR 20' PERMANENT
SS ESMT (BM 1990 PG 543)
EX 20' UTIL ESMT
(BM 1963 PG 155)
*OLD LOT 60 & LOT 61*
VARIABLE WIDTH TCE
VARIABLE WIDTH PPDE
VARIABLE WIDTH TCE
VARIABLE WIDTH TCEJUNIPER ST60' PUBLIC ROW(BM 1995 PG 693)N/F
KEITHLY O. HASLIP AND
WIFE, DOREEN L. HASLIP
4214 JUNIPER ST
PIN:0786-60-8286
DB 2114 PG 272
BM 1963 PG 155
"LOT 61"
N/F
JOSEPH J. RYAN JR. AND
WIFE, JUDY S. RYAN
4210 JUNIPER ST
PIN:0786-70-0326
DB 2064 PG 323
BM 1990 PG 482
"LOT 60R"
N/F
ROBERT W. ROHDE AND
WIFE, KAY K. ROHDE
4215 JUNIPER ST
PIN:0786-60-8049
DB 7456 PG 225
BM 1995 PG 693
"LOT 66B"
N/F
ROBERT R. DRAKE AND
WIFE, ERIN D. DRAKE
4211 JUNIPER ST
PIN:0786-60-9086
DB 8351 PG 140
BM 1963 PG 155
"LOT 67"EASEMENT PLAN
1" = 10'
EASEMENTS TABLE
ADDRESS PIN REID PPDE (SF)TCE (SF)
4210 JUNIPER ST 0786-70-0326 0061793 589 450
4211 JUNIPER ST 0786-60-9086 0043492 -167
4214 JUNIPER ST 0786-60-8286 0048843 1,187 129
4215 JUNIPER ST 0786-60-8049 0022686 --
DETAIL 2
D11NTS
BANK STABILIZATION
NOTES:
1.CONSTRUCT BANK STABILIZATION IN LOCATION AND TO ELEVATIONS
SHOWN ON THE PLANS.
2.NCDOT CLASS 2+ STONE SHALL HAVE A MEDIAN DIMENSION OF 30"
AND BE FLAT / STACKABLE. THE LENGTH AND HEIGHT OF INDIVIDUAL
STONES SHALL CONFORM TO THE DIMENSIONS SHOWN.
3.THE ROCK TRENCH SHALL BE CONSTRUCTED ALONG BOTH STREAM
BANKS FOR FOR THE ENTIRE LENGTH OF STABILIZATION SHOWN ON
THE PLANS. THE TRENCH SHALL BE CONSTRUCTED TO SUPPORT THE
CAMBER SHOWN AND SHALL NOT BE OVEREXCAVATED. PLACE
BEDDING SUPPORT AND CHINKING STONE AS REQUIRED.
4.A MINIMUM OF TWO LAYERS OF NCDOT CLASS 2+ STONE SHALL BE
INSTALLED ALONG EACH STREAM BANK.
EX TOR
SLOPE TRENCH
DO NOT OVER-
EXCAVATE
TRENCH DETAIL
BEDDING SUPPPORT, AS REQD
REMOVE EX ROCK
AS REQD TO
ACCOMMODATE
6H:1V CAMBER
TRM BEHIND GEOTEXTILE, TYP
DETAIL C-6 TEMPORARY STREAM BYPASS
NCDOT TYPE 2 GEOTEXTILE, TYP
6H
:
1
V

C
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M
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P
PLOT DATE: 8/10/2018 11:32 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\D21 SAVED BY: BPRICE SAVE DATE: 8/10/2018 11:11 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
W. PRICE
W. PRICE
D21
DETAILS
CITY OF RALEIGH STANDARD
DETAILS - SHEET 1 OF 2
S SANDS
NOTE:
MANUFACTURER SHALL DETERMINE
STRUCTURAL DESIGN REQUIREMENTS
FOR MANHOLE, INCLUDING, BUT NOT
LIMITED TO: WALL / SLAB THICKNESS,
INNER DIAMETER, REINFORCING, ETC.
MODIFIED
PLOT DATE: 8/10/2018 11:32 AM BY: CBOTTORFFFILE: O:\32381-RAL\32381-004\DESIGN\DRAWINGS\CIVIL\D22 SAVED BY: BPRICE SAVE DATE: 8/10/2018 11:12 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
STORMWATER ON-CALL CONSULTING
ENGINEERING CONTRACT
JUNIPER STREET DRAINAGE IMPROVEMENTS
RALEIGH
NORTH CAROLINA 32381
004
JUNE 2018W. PRICE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
W. PRICE
W. PRICE
D22
DETAILS
CITY OF RALEIGH STANDARD
DETAILS - SHEET 2 OF 2
S SANDS
MODIFIED
NEW ASPHALT NOTE:
ASPHALT PAVEMENT SHALL BE 3"T
SF9.5A PLACED IN 1.5"T LIFTS.