20181177 Ver 1_Proposed Project Drawings_20180823

CITY OF WINSTON-SALEM
WINSTON-SALEM, NORTH CAROLINA
DEPARTMENT OF STORMWATER MANAGEMENT
WASHINGTON PARK
STREAM STABILIZATION AND RETROFIT PROJECT
HAZEN PROJECT NO.: 32441-000
AUGUST 2018
LOCATION MAP
NTS
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-038195% DESIGN DRAWINGS - DO NOT USE FOR CONSTRUCTION
WASHINGTON
PARK
PLOT DATE: 8/10/2018 4:17 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\GENERAL\G-002 Saved by SKANE Save date: 8/3/2018 7:17 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
S. KANE
S. KANE
G-002
GENERAL
GENERAL NOTES, LEGEND, &
ABBREVIATIONST. SCHUELER
GENERAL CONSTRUCTION NOTES:
1.ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS (INCLUDING SEPARATE
SPECIFICATIONS PACKAGE) AND THE CITY OF WINSTON-SALEM (THE CITY) BOOKS OF STANDARDS AND
SPECIFICATIONS FOR MATERIALS, HIGHWAYS, BRIDGES, UTILITIES AND INCIDENTAL STRUCTURES AS AMENDED
TO DATE. FOR DETAILS NOT SHOWN ON THE CONTRACT DRAWINGS, THE CONTRACTOR SHALL REFER TO THE CITY
OF WINSTON-SALEM PUBLIC WORKS AND ENGINEERING INFRASTRUCTURE DEVELOPMENT STANDARDS AND DOT
BOOK OF STANDARDS.
2.EXISTING UTILITIES AND NEW WORK UNDER THIS CONTRACT ARE DIFFERENTIATED BY A SYSTEM OF LABELING
AND BY VARYING DRAFTING LINE WEIGHTS.
3.EXCEPT AS OTHERWISE NOTED, HEAVY WEIGHT/DARKER LINES ARE UTILIZED ON DRAWINGS TO DEPICT NEW
WORK AND LIGHT WEIGHT LINES ARE UTILIZED TO DEPICT EXISTING UTILITIES.
4.THE LOCATION OF FEATURES SHOWN ON THESE DRAWINGS ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE
CONTRACTOR, AND THE CITY OF WINSTON-SALEM DOES NOT WARRANT AND/OR GUARANTEE THE ACCURACY OR
COMPLETENESS OF THIS INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY TO THEIR SATISFACTION, THE
WORK REQUIREMENTS ASSOCIATED UNDER THIS CONTRACT.
5.THE SOURCE OF THE 100-YEAR FLOODPLAIN AS SHOWN ON THE DRAWINGS FOR SALEM CREEK WAS: FEMA FLOOD
INSURANCE RATE MAP.
6. FOR INFORMATION RELATED TO PROJECT GEOTECHNICAL TESTING, SEE SEPARATE GEOTECH INFORMATION AS
PART OF THE SPECIFICATIONS PACKAGE.
7.VEHICLE ACCESS MAY NOT BE AVAILABLE TO ALL AREAS IDENTIFIED IN THIS CONTRACT, AND FOOT ACCESS MAY
BE REQUIRED TO COMPLETE THE WORK IN THESE AREAS.
SURVEY DATA:
1.SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY SEPI ENGINEERING & CONSTRUCTION
DATED JANUARY 8, 2018, AUGMENTED BY CITY GIS DATA (FORSYTH COUNTY GEOGRAPHIC INFORMATION OFFICE).
2.ALL VERTICAL ELEVATION DATA IS BASED ON THE FOLLOWING DATUM: NC83F.
3.ALL HORIZONTAL DATA IS BASED ON THE FOLLOWING DATUM: NC83F.
4.CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING STAKEOUT DURING CONSTRUCTION UNTIL
FINAL ACCEPTANCE BY THE CITY OR CITY'S ENGINEER. STAGED ACCEPTANCE MAY BE PERMITTABLE SUBJECT TO
PRIOR APPROVAL BY THE CITY OR CITY'S ENGINEER.
5.RIGHT-OF-WAY AND PROPERTY LINES SHOWN ON THE DRAWINGS SHALL BE CONSIDERED APPROXIMATE.
CONTRACTOR SHALL CONFIRM LOCATIONS OF PROPERTY MARKERS, PROPERTY LINES, AND RIGHTS-OF-WAY PRIOR
TO COMMENCING WORK.
6.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, MONUMENT, AND OTHER
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR. FOR REFERENCE MONUMENT, SEE EXISTING
CONDITIONS DRAWINGS.
SITE AND PUBLIC SAFETY:
1.CONTRACTOR IS RESPONSIBLE FOR CREATING AND MAINTAINING A SAFE AND APPROPRIATE TRAFFIC SAFETY PLAN
AND IS RESPONSIBLE FOR MAINTAINING A SAFE WORK SITE INCLUDING ADHERENCE TO LOCAL STATE AND
FEDERAL REQUIREMENTS INCLUDING OSHA.
2.CONTRACTOR IS RESPONSIBLE FOR THE SAFE MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.
3.DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
SAFETY REGULATIONS. SHEET PILING, SHORING, AND/OR BRACING DESIGNS SHALL BE PREPARED BY A
REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA, AS MAY BE NECESSARY TO COMPLY
WITH THESE REGULATIONS.
PRODUCT SUBMITTALS, SPECIFICATIONS AND VERIFICATIONS:
1.CONTRACTOR SHALL PROVIDE ALL MATERIALS AND MATERIAL CERTIFICATIONS FOR THIS PROJECT TO THE CITY OR
THE CITY'S ENGINEER IN ACCORDANCE WITH THESE APPROVED CONSTRUCTION DOCUMENTS AND ANY
ASSOCIATED SPECIFICATIONS OR PROJECT MANUALS.
2.SPECIFIED AND/OR PROPRIETARY PRODUCTS SHOWN HEREON MAY BE SUBJECT TO SUBSTITUTION WITH OTHER
PRODUCTS OF EQUAL OR SUPERIOR QUALITY AS RECOMMENDED BY THE CONTRACTOR SUBJECT TO THE WRITTEN
PREVIEW AND APPROVAL OF THE DESIGN ENGINEER. WHEN THE CONTRACTOR USES PROPRIETARY PRODUCTS, IT
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WITH THE SUPPLIER/MANUFACTURER THAT IT WILL FUNCTION PER
THE DESIGN OR THE GIVEN FIELD CONDITIONS. THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY
DEVIATIONS FROM EXISTING FIELD CONDITIONS EXIST WHICH MAY AFFECT PRODUCT FUNCTION.
3.THESE PLANS WERE PREPARED WITH FIELD INFORMATION AND/OR GIS DATA AVAILABLE AT THE TIME PROJECT
DESIGN. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME OF CONSTRUCTION MAY VARY FROM THESE PLANS
AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITIONS SUCH AS ELEVATIONS AND DEPTHS
PRIOR TO PROCEEDING WITH WORK.
4.ANY CUT AND FILL QUANTITIES AS LISTED HERE ON SHALL BE CONSIDERED APPROXIMATE ONLY AND ARE SUBJECT
TO CHANGE DEPENDING ON ACTUAL SITE CONDITIONS AND CONSTRUCTION OPERATIONS. THE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING QUANTITIES THROUGH A FIELD VISIT AND HIS/HER OWN QUANTITY TAKE-OFFS. ALL
QUANTITIES AND TAKE OFFS SHOWN HEREON ARE ESTIMATED ONLY AND THE CONTRACTOR VERIFICATION IS
REQUIRED.
NOTICE TO PROCEED AND PRE-CONSTRUCTION REQUIREMENTS:
1.APPROVAL OF THIS PLAN SHALL NOT CONSTITUTE AUTHORIZATION TO BEGIN CONSTRUCTION. ALL APPLICABLE
PERMITS MUST BE OBTAINED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY
PERMITS, IF NOT ALREADY OBTAINED BY THE CITY OR ENGINEER, FROM THE APPROPRIATE AUTHORITIES,
DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING WORK.
2.THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND MATERIAL CERTIFICATIONS FOR THE PROJECT WORK TO
THE CITY OR THE CITY'S ENGINEER FOR COMPARISON AGAINST THE CONSTRUCTION DOCUMENTS AND APPROVAL
OF SAID MATERIALS PRIOR TO PURCHASE, RENTING, SHIPPING OR ONSITE STORAGE. THE CONTRACTOR WILL BEAR
THE COST OF REMOVAL, RE-STOCKING ETC. FOR THE PURCHASE, STAGING OR PLACEMENT OF UNAPPROVED
MATERIALS.
3.THE CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE IMPACTED PROPERTIES ARE NOTIFIED IN
WRITING AT LEAST TWO (2) WEEKS PRIOR TO STARTING WORK SHOWN ON PLANS.
4.THE CONTRACTOR SHALL CALL 811 OR 1-800-632-4949 AT LEAST 72-HOURS PRIOR TO START OF EXCAVATION TO
DETERMINE THE LOCATION OF EXISTING UTILITIES. ANY UTILITY, WHETHER SHOWN OR NOT, THAT IS DAMAGED BY
THE CONTRACTOR SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE CITY. SHOULD THE CONTRACTOR
DISCOVER DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND FIELD CONDITIONS, THE ENGINEER IS TO BE
NOTIFIED IMMEDIATELY. SHOULD THE CONTRACTOR MAKE FIELD CORRECTIONS OR ADJUSTMENTS WITHOUT THE
AUTHORIZATION OF THE ENGINEER, THE CONTRACTOR ASSUMES THE RESPONSIBILITY FOR SAID CORRECTIONS OR
ADJUSTMENTS.
5.PRE-CONSTRUCTION FIELD WALK: THE PROJECT LIMITS OF DISTURBANCE (LOD) MUST BE STAKED OUT AND
REVIEWED BY THE CITY OR THE CITY'S ENGINEER(S), INCLUDING LOCAL UTILITY VENDORS, DEPARTMENTS OF
TRANSPORTATION, AGENCY PERMIT ISSUERS, ETC. SEE “SEQUENCE OF CONSTRUCTION” FOR A LIST OF REQUIRED
PARTIES FOR FIELD VERIFICATION AND APPROVAL OF LOD.
UTILITIES:
1.UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THEIR COMPLETENESS AND EXACT LOCATION AND TO 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 BEGINNING EXCAVATION. THE CONTRACTOR SHALL
ASLO CONTACT AND REQUEST UTILITY LOCATION MARK-OUT FROM BURIED UTILITY OWNERS WITH UTILITIES IN
THE PROJECT SITE THAT ARE NOT PARTICIPANTS OF NORTH CAROLINA 811.
2.THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING UTILITIES, INCLUDING DIMENSIONS, FEATURES AND/OR
STRUCTURES RELATED TO PROJECT CONSTRUCTION PRIOR TO ORDERING MATERIALS OR COMMENCING WORK.
UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAINTAIN
UNINTERRUPTED UTILITY SERVICE. ANY DAMAGE INCURRED SHALL BE IMMEDIATELY REPAIRED TO THE
SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE THE CONTRACTOR SHALL BE AWARE THAT
COMMUNICATION AND OTHER UTILITIES MAY NOT BE SHOWN ON THE PLANS.
3.GRADING AROUND UTILITIES MAY BE REQUIRED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PROTECT AND SUPPORT EXISTING UTILITIES AND SHALL MAINTAIN UNINTERRUPTED SUPPLY OR SERVICE OF THESE
UTILITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORS EXPENSE. IT WILL BE
THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH AND PAY THE UTILITY FOR SUPPORT OR RELOCATION
OF UTILITY POLES.
4.OVERHEAD POWER LINES ARE PRESENT ON THIS PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE UTILITY PRIOR TO CONSTRUCTION ACTIVITIES TO DETERMINE THE MINIMUM REQUIRED EQUIPMENT
CLEARANCE (MEC) DISTANCE BASED UPON LINE STRENGTH.
5.UNLESS OTHERWISE INDICATED, THE CONTRACTOR SHALL CLEAR ALL UTILITIES BY A MINIMUM OF 1'-0"
VERTICALLY AND 5'-0" HORIZONTALLY OR DIRECTED BY THE CITY.
7.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, DRIVEWAYS, CULVERTS, DITCHES,
DRAIN FIELDS, UTILITIES, PIPING STRUCTURES AND EQUIPMENT WHICH OCCURS AS A RESULT OF PROJECT
CONSTRUCTION, AND SHALL REPAIR TO ORIGINAL CONDITION OR REPLACE IN KIND ANY DAMAGED ITEMS.
8.DISTURBED CURBS, GUTTERS, PATHS AND SIDEWALKS SHALL BE REPLACED IN-KIND TO THE NEAREST EXISTING
JOINTS.
9.STREET LIGHTING AND CABLING SHOWN ON THESE SHEETS ARE COMPILED FROM BEST AVAILABLE INFORMATION
FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL STREET
LIGHTING PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING
NEAR OVERHEAD OR UNDERGROUND ELECTRIC CABLING.
SITE ACCESS, STAGING, STOCKPILING AND HOUSEKEEPING:
1.ACCESS SHALL ONLY OCCUR PER APPROVED LOCATIONS AS PER THE CONSTRUCTION DOCUMENTS UNLESS
ALTERNATIVE ACCESS LOCATIONS ARE APPROVED, IN WRITING, BY THE CITY OR THE CITY'S ENGINEER.
2.IF THE CONSTRUCTION DOCUMENTS REFER TO SPECIFIC CONSTRUCTION STAGING OR SEQUENCING, THESE
STAGES OR SEQUENCES MUST BE ADHERED TO UNLESS AN ALTERNATIVE APPROACH IS AGREED ON AND
APPROVED BY THE CITY OR THE CITY'S ENGINEER, IN WRITING, PRIOR TO USE OF ALTERNATIVE ACCESS POINT.
3.IN-STREAM AREAS, WHERE PUMP-AROUND IS REMOVED OR DE-ACTIVATED AT THE END OF THE WORKDAY, MUST BE
COMPLETED AND STABILIZED DAILY. DISTURBED AREAS ABOVE THE WATERLINE SHALL RECEIVE
STRAW/MULCH/COIR MAT AT THE END OF EACH WORKDAY ONCE STREAM FLOW IS RE-ESTABLISHED AT THE END
OF THE WORKDAY, THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME TO INSPECT THE NEW FLOW PATTERN AND
MAKE ADJUSTMENTS AS NECESSARY TO ENSURE NON-EROSIVE CONDITIONS BEFORE VACATING THE SITE.
4.THE CONTRACTOR SHALL SECURE THE SITE AND PERFORM ANY NECESSARY CLEANUP OR HOUSEKEEPING AT THE
END OF THE WORK DAY TO MINIMIZE INCONVENIENCE TO IMPACTED RESIDENCES AND BUSINESSES. UNLESS
OTHERWISE COMMUNICATED TO, AND AGREED BY, THE CITY: REMOVE ON A DAILY BASIS ALL EXCESS
CONSTRUCTION DEBRIS AND MATERIAL FROM THE WORK SITE.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING SILT AND DEBRIS OUT OF THE STORM DRAINAGE SYSTEM,
STREAMS, RIVERS, ETC. FOR THE DURATION OF THE CONTRACT.
6.IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN STREETS AND ALLEYS OF DEBRIS AND/OR DUST AND TAKE
WHATEVER MEASURES ARE NECESSARY TO ENSURE THAT ALL ROADS ARE MAINTAINED IN A MUD AND DUST FREE
CONDITION AT ALL TIMES.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING THE SPILLAGE OF RAW SEWAGE OR OTHER SUBSTANCES
WHICH WOULD BE CONSIDERED DANGEROUS TO THE ENVIRONMENT DURING THEIR CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL FURNISH ALL NECESSARY EQUIPMENT (PLUGGING, PUMPING, CONTAINMENT EQUIPMENT,
ETC) TO PREVENT SAID SPILLAGE.
8.WHENEVER POSSIBLE THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION WORK UNDER DRY WEATHER
CONDITIONS.
9.CONTRACTOR IS RESPONSIBLE TO PROVIDE GROUND PROTECTION FOR EXISTING ACCESS ROADS (DIRT, GRAVEL,
MULCH AND/OR MATTING AS INDICATED ON THE CONSTRUCTION DOCUMENTS) TO BE UTILIZED FOR
CONSTRUCTION ACCESS AND RESTORE ACCESS ROADS TO A PRE-CONSTRUCTION CONDITION. THE CONTRACTOR
SHOULD DOCUMENT THE CONDITION OF THE EXISTING ACCESS ROAD PRIOR TO THE START OF WORK.
10.STOCKPILING AND LAYDOWN AREAS: ANY STOCKPILE OR LAYDOWN AREAS SHOWN ON THE CONSTRUCTION
DOCUMENTS ARE ILLUSTRATED FOR THE CONTRACTOR'S CONSIDERATION. THE CONTRACTOR CAN LOCATE
STOCKPILING, LAYDOWN AND EQUIPMENT STORAGE AREAS WITHIN THE LIMITS OF DISTURBANCE BASED ON GOOD
JUDGMENT, ADHERENCE TO PERMIT REQUIREMENTS, SCHEDULE REQUIREMENTS AND PROJECT GOALS. AREAS MAY
BE STAGED AND MOVED AS THE CONTRACTOR SEES FIT.
11.UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOT STAGE OR
STORE WITHIN A PUBLIC RIGHT-OF-WAY. SIMILARLY, THE CONTRACTOR SHALL NOT STAGE OR STORE MATERIALS
ON PRIVATELY HELD PROPERTY.
12.BEYOND WHAT IS SHOWN ON THESE CONSTRUCTION DOCUMENTS THE CONTRACTOR IS RESPONSIBLE FOR
SECURING STORAGE AND STAGING AREAS AT HIS OWN EXPENSE. THERE SHALL BE NO PAYMENT FOR STORED
MATERIALS. PAYMENT SHALL BE ONLY AFTER INSTALLATION OF MATERIALS AND SUCCESSFUL TESTING AS
APPROVED BY THE ENGINEER.
WATER HANDLING AND SEDIMENT CONTROL:
1.CONTRACTOR IS RESPONSIBLE FOR CONTROL OF WATER THROUGHOUT THE PROJECT SITE, INCLUDING RUNOFF
THROUGH DISTURBED AREAS. CONTRACTOR SHALL BE FAMILIAR WITH STATE AND LOCAL STANDARDS,
SPECIFICATIONS AND REQUIREMENTS FOR SEDIMENT AND EROSION CONTROL.
2.DRY WEATHER STREAM BASE FLOW IS A FUNCTION OF WEATHER PATTERNS, TIME OF YEAR, GROUNDWATER, SNOW
MELT, UPSTREAM MAN-INDUCED RELEASES AND OTHER ONO-CALCULATED FACTORS AND THEREFORE WAS NOT
ESTIMATED FOR THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CARRY OUT SITE RECONNAISSANCE
TO DETERMINE PUMP-AROUND NEEDS SUCH AS THE NUMBER AND SIZE OF PUMPS HE/SHE WILL NEED TO
SUCCESSFULLY COMPLETE THE PROJECT.
3.GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE DISCHARGED TO AN ENVIRONMENTALLY
ACCEPTABLE LOCATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ALL APPLICABLE LOCAL, STATE
OA ND FEDERAL REQUIREMENTS.
TREE, WETLAND AND OTHER NATURAL RESOURCE PROTECTION:
1.REFER TO EROSION AND SEDIMENT CONTROL SHEETS FOR APPROVED TREE REMOVALS; PRESERVE ALL TREES
UNLESS OTHERWISE NOTED.
2.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TREE PROTECTION MEASURES AND TREE REMOVALS PER
THE CONSTRUCTION DOCUMENTS AND ANY ASSOCIATED SPECIFICATIONS AND/OR PROJECT MANUALS. THESE
MEASURES (WHICH MAY INCLUDE HARDWOOD MATS, TREE PLANKING, ROOT AERATION MATTING, EQUIPMENT
RESTRICTIONS, MULCH ACCESS ROUTES, ROOT PRUNING, TEMPORARY TREE PROTECTION FENCING, SIGNAGE,
ETC.) MUST BE INSTALLED AND APPROVED BY THE CITY OR THE CITY'S ENGINEER BEFORE HEAVY EQUIPMENT WILL
BE ALLOWED TO ACCESS THE PROJECT SITE AND/OR TRAVERSE OVER EXISTING ROOT SYSTEMS.
3.THE CONTRACTOR SHALL PROVIDE APPROPRIATE TREE PROTECTION IN ACCORDANCE WITH CITY OF
WINSTON-SALEM DEVELOPMENT SERCIVES DEPARTMENT AND/OR DEPARTMENT OF RECREATION AND PARKS WHEN
THE CONTRACTORS CONSTRUCTION ACTIVITIES ARE IN THE VICINITY OF STAND ALONE TREES OR FORESTED
AREAS. ALL BRANCH AND ROOT PRUNING ACTIVITIES SHALL BE COMPLETED UNDER THE SUPERVISION OF A NORTH
CAROLINA-LICENSED TREE EXPERT WHOSE CREDENTIALS HAVE BEEN APPROVED BY THE ENGINEER.
PARK ASSETS:
1.CONTRACTOR IS TO COORDINATE ANY TEMPORARY OR PERMANENT GUARD RAIL/BOLLARD/GATE REMOVAL AND
REPLACEMENT WITH CITY. ALL REMOVAL AND REPLACEMENT SHALL BE IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS OR AS DIRECTED BY THE CITY. TEMPORARILY REMOVE AND STORE CABLE BETWEEN BOLLARDS FOR
REINSTALLATION AT CONCLUSION OF CONSTRUCTION.
2.ALL PARK EQUIPMENT, SUCH AS PLAYGROUND EQUIPMENT, PATHWAYS, ETC., LOCATED OUTSIDE THE LOD, SHALL
NOT BE DISTURBED. IF PARK FACILITIES LOCATED OUTSIDE LOD'S ARE DAMAGED, REPAIRS SHALL BE MADE BY
THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
3.FOR PATHWAY REPAIR/REPLACEMENT, SAWCUT ASPHALT/CURB & GUTTER/SIDEWALK PERPENDICULAR TO SURFACE.
FACE OF CUTS SHALL BE NEAT, CLEAN, AND STRAIGHT. REMOVE CURB AND GUTTER AND SIDEWALKS TO NEAREST
JOINT, OR TO EXTENTS SHOWN.
ABBREVIATIONS
BKF BANKFULL
CPP CORRUGATED PLASTIC PIPE
C CASCADE
DBH DIAMETER AT BREAST HEIGHT
DI DRAINAGE INLET
DIP DUCTILE IRON PIPE
ESC EROSION & SEDIMENT CONTROL
EX EXISTING
FB FILTER BAG
HW HARDWOOD
INV INVERT
LOD LIMIT OF DISTURBANCE
MH MANHOLE
OHE OVERHEAD ELECTRIC
P POOL, PUMP
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PI POINT OF INTERSECTION
PL PLUNGE POOL
PRC POINT OF REVERSE CURVE
PROP PROPOSED
PT POINT OF TANGENT
RCP REINFORCED CONCRETE PIPE
RGC RIFFLE GRADE CONTROL
ROP ROCK OUTLET PROTECTION
SAN SANITARY
SBM STREAM BED MATERIAL
SCE STABILIZED CONSTRUCTION ENTRANCE
SDMH STORM MANHOLE
SF SILT FENCE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
TPA TEMPORARY PUMP AROUND
TPF TREE PROTECTION FENCE
W WATER
WC WETLAND CELL
WB WETLAND BUFFER
WL WETLAND
WSE WATER SURFACE ELEVATION
YR YEAR
ASPHALT PAVEMENT
A SECTION
SYMBOLOGY LEGEND
DEMOLISH PROPOSED
STORM MANHOLE
CONTOUR MAJOR
CONTOUR MINOR
250
EXISTING
CURB, EDGE OF PAVING
SANITARY MANHOLE
SANITARY SEWER
STORM PIPE
STORM MANHOLE
PROPERTY LINE / RIGHT-OF-WAY
BUILDING/STRUCTURE
OVERHEAD ELECTRIC
100-YR WSE
WETLAND
WETLAND BUFFER
ASPHALT PAVEMENT
EDGE OF WATER/OPEN WATER
STREAM CL
RIFFLE GRADE CONTROL
STABILIZED CONSTRUCTION ENTRANCE
STREAM CL
WATER LINE
CASCADE
EXISTING GRADE
COIR MAT
LIMITS OF DISTURBANCE
SANITARY/STORM PIPE
PROPOSED GRADE
PROFILE/SECTIONS
RIFFLE GRADE CONTROL
APPROVED FILL
PLUNGE POOL
EROSION AND SEDIMENT CONTROL
P
ROP ROCK OUTLET PROTECTION
SAND BAG DIKE
TEMPORARY PUMP AROUND
PUMP
FILTER BAG
TPA
TREE PLANKING
CONTRACTOR STAGING AREA
FB
INLET PROTECTION
SILT FENCESF
COIR MAT
SILL OR CASCADE STONE
PLUNGE POOL STONE
2+00
LIGHT POLE
GRAVITY DIVERSION PIPE
BOLLARD
CONTOUR MAJOR
CONTOUR MINOR
100
LANDSCAPE BOULDER
ROCK STRUCTURE - DARK
STONES BURIED
REMOVE TREE AND ROOT
BALL FOR RE-USE ONSITE
PIPES/STRUCTURES/FENCE
TO BE REMOVED
TREE/TREELINE
SELECT FILL
FENCE - CHAIN LINK
FENCE
CONCRETE STRUCTURE/SIDEWALK
RIPRAP
FENCE - SPLIT RAIL
BOX CULVERTS
BOX CULVERT
EXISTING PIPES
100-YR WSE
FEMA SFHA ZONE AE
FEMA SFHA ZONE FLOODWAY
FEMA SFHA ZONE X
TREE PROTECTION/PEDESTRIAN FENCETPFROCK CHECK DAM
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
JAMES D. TUCKER
PIN: 6834-08-7418
D.B. 1655, PG. 3207
MARGARET HAIRSTONPIN: 6834-08-6320D.B. 3285, PG. 753P.B. 8, PG. 26CORNELIA WRIGHT BARRPIN: 6834-08-5239D.B. 2455, PG. 4131P.B. 8, PG. 26PATSY S. FLYNNPIN: 6834-08-4310D.B. 1666, PG. 1747P.B. 8, PG. 26SHIRLEY B. EVERHARTPIN: 6834-08-3333P.B. 8, PG. 26JEREMY REISKINDPIN: 6834-08-2313D.B
.
2945
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PG
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4214P.B
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8
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PG
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26
CITY
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'ALLEY 20'PLOT DATE: 8/10/2018 4:17 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\GENERAL\G-003 Saved by JMCSWAIN Save date: 8/5/2018 8:01 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
S. KANE
S. KANE
G-003
GENERAL
DRAWING INDEX & KEY MAPT. SCHUELER
SCALE: 1" = 100'
PLAN 0 100'50
SCALE: 1" = 100'
100
C-203/C-210/E-201
C-202/E-200
C-204/C-211/E-202C-100/C-110/E-101C-101WASHINGT
ON PARK LN
PARK BLVD
WASHING
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CITY OF WINSTON-SALEM
PIN:6834-08-4469
D.B.867, PG. 66
SCE-2
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SCE-1 E-100SALEM CREEKFLOW
STREAM STABILIZATION AREA
BIORETENTION AREA
DRAWING INDEX
DRAWING NUMBER DRAWING TITLE
GENERAL
G-001 COVERSHEET
G-002 GENERAL NOTES, LEGEND, & ABBREVIATIONS
G-003 DRAWING INDEX & KEY MAP
BIORETENTION
C-100 BIORETENTION EXISTING CONDITIONS, DEMO PLAN, & NEW FENCE
C-101 BIORETENTION EXISTING CONDITIONS, DEMO PLAN, & NEW FENCE
C-110 BIORETENTION PLAN
C-111 BIORETENTION PLAN & PROFILES
C-120 BIORETENTION PLANTING PLAN
E-100 BIORETENTION EROSION & SEDIMENT CONTROL
E-101 BIORETENTION EROSION & SEDIMENT CONTROL
E-102 BIORETENTION EROSION & SEDIMENT CONTROL
STREAM
C-200 STREAM GEOMETRY PLAN
C-201 STREAM GEOMETRY PLAN
C-202 STREAM EXISTING CONDITIONS & DEMO PLAN
C-203 STREAM EXISTING CONDITIONS & DEMO PLAN
C-204 STREAM EXISTING CONDITIONS & DEMO PLAN
C-210 STREAM RESTORATION GRADING PLAN
C-211 STREAM RESTORATION GRADING PLAN
C-212 STREAM RESTORATION PLAN & PROFILE
C-213 STREAM RESTORATION PLAN & PROFILE
C-214 STREAM DETAILED CROSS SECTIONS
C-215 STREAM DETAILED CROSS SECTIONS
C-216 STREAM CULVERT
C-217 STREAM CROSS SECTIONS
C-218 STREAM CROSS SECTIONS
C-220 STREAM PLANTING PLAN
C-221 STREAM PLANTING PLAN
C-222 STREAM PLANTING PLAN
E-200 STREAM EROSION & SEDIMENT CONTROL
E-201 STREAM EROSION & SEDIMENT CONTROL
E-202 STREAM EROSION & SEDIMENT CONTROL
DETAILS
E-300 EROSION & SEDIMENT CONTROL NOTES
D-100 EROSION & SEDIMENT CONTROL DETAILS
D-101 EROSION & SEDIMENT CONTROL DETAILS
D-102 BIORETENTION DETAILS
D-103 BIORETENTION DETAILS
D-104 STREAM DETAILS
D-105 STREAM DETAILS
D-106 STREAM DETAILS
D-107 PLANTING DETAILS
744
743
742
741
740
741
742
743
744
744
743
742
741
746
747
748
749
747
746
745
744
743
742
741741
741
742
74
3
745
750
74074
0750745752
740
ASPHALT
PATH
GRAVEL
PATH
O
H
E
O
H
E
XXXXXXXXXXXXXXXXXXXXXX X X X XXXXXX XXXXXXXXXXXXXX
XXXXXX
X
W
W
SS SS
5
1
4
3
7
4
3
.
1
7
2
""
S
IG
N
5
1
4
4
74
3
.
1
2
6
"LO
S
T

D
OG
S
"

S
IG
N
W
W
S
15" CPP15" C
P
P
48" SAN
ASPHALT
PATH
740.3
739.9
740.0
739.4
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
22" PINE
22" PINE
15" CEDAR
22"
19"
21"
20"
24"
32"
14"16"11"
23"
10"
12"16"
15"
24"
21"
17"
20"
18"
27"
11"
24"
38" HW
25" HW
16"
18"
16"
14"
15"
18"
18"
38" HW
24"
24" HW
14" TRPLE HW
14" QUAD HW
20" TWN
TRPLE HW
24"-15"-14"
18" HW
16" AVG. 5 TRUNKS
18" PINE
UNK SIZE
SALEM CREEK
FLOWXXX
X
X
X
X
X
X
X
X
XXXXUNP
A
VE
D
PATH
BASEBALL FIELD LODLODLODL
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPLOT DATE: 8/10/2018 4:18 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-100 Saved by JMCSWAIN Save date: 8/5/2018 9:40 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.PER CONSTRUCTION SEQUENCING, SEE DWG
E-100, THE REMOVAL AND REINSTALLATION OF
CHAIN LINK FENCE AND INSTALLATION OF NEW
CHAIN LINK FENCE SHALL OCCUR BEFORE ANY
OTHER CONSTRUCTION WITH LIMITED IMPACT TO
DOG PARK AREA.
2.CONTRACTOR SHALL REMOVE TREES ONLY AS
SHOWN ON PLANS.
3.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED AND STOCKPILED ON SITE;
STOCKPILE LOCATION TO BE COORDINATED WITH
PARKS AND RECREATION.
4.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
A. EASON
S. KANE
C-100
BIORETENTION EXISTING
CONDITIONS, DEMO PLAN,
& NEW FENCEM. JONES
SCALE: 1" = 20'
PLAN 0 2010
SCALE: 1" : 20
20MATCH LINE - SEE DWG C-101DOG RINSE STATION
DI
RIM: 742.42
BOTTOM BOX: 741.22
OUTLET UNKNOWN
DRAIN
RIM: 742.34
INVERT NOT
ACCESSIBLE
CONCRETE SIDEWALK, TYP
SIGN
INV: 735.01
INV: 737.91
SSMH
RIM: 742.52
INV IN (NE): 732.97
INV OUT (SW): 732.87
GRAVEL AREA TO
BE REMOVED
RAM
P
CONCRETE
WALL, TYP
CONCRETE
WALL, TYP
STONE MONUMENT DEDICATION
PIPE TO BE REMOVED, TYP
RIPRAP TO BE REMOVED
PORTION OF EX PATH TO BE
REMOVED FOR PIPE PLACEMENT
THEN REPLACED
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
FOR ACCESS, SEE DWG E-100
FENCE TO BE REMOVED
AND REINSTALLED
PROPOSED FENCE, TYP
(SEE NOTE 1)
TREE TO BE REMOVED,
INCLUDING ROOT BALL,
FOR RE-USE IN
STREAM RESTORATION, TYP
DOG RUN AREA IMPACT TABLE
AREA EXISTING POST RESTORATION
SMALL DOG RUN 17,757 SF 17,757 SF
LARGE DOG RUN 51,569 SF 51,569 SF
TOTAL RUN 69,326 SF 69,326 SF
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
746
745
741
744
743742
742
743
744
749
748747
746
74
5
7
4
5
752
750
745
744
745
740
BASEBALL FIELD
SALEM CREEK
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
EXXXXXXX
X
X
X
X
X
X
X
X
XXXXXXX
X
X
X
X
X
X
X
X
X
X
XW
W
W
W
W
W
W
W
W
W
W
W
WBORE B-1
W
WV
70
9
5
7
4
4
.
5
6
8WV
S
48" SAN
ASPHALT
PATH
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
25" HW
18"
16"
18"
16"
14"
15"
18"12"
15"
16"
18"
38" HW
24"
20"
34"
18"
14"
20"
15"
FLOW XXXX
X
XXXXL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPLOT DATE: 8/10/2018 4:18 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-101 Saved by SKANE Save date: 8/3/2018 7:38 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
A. EASON
S. KANE
C-101
BIORETENTION EXISTING
CONDITIONS, DEMO PLAN,
& NEW FENCEM. JONES
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20MATCH LINE - SEE DWG C-100WATER FOUNTAIN
CONCRETE
WALL, TYP
SSMH
RIM: 743.03
INV IN (NE): 733.41
INV OUT (SW): 733.33
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
FENCE TO BE REMOVED
AND REINSTALLED
PROPOSED CHAIN
LINK FENCE
(SEE NOTE 1)
NOTES:
1.PER CONSTRUCTION SEQUENCING, SEE DWG
E-100, THE REMOVAL AND REINTALLATION OF
CHAIN LINK FENCE AND INSTALLATION OF NEW
CHAIN LINK FENCE SHALL OCCUR BEFORE ANY
OTHER CONSTRUCTION WITH LIMITED IMPACT TO
DOG PARK AREA.
2.CONTRACTOR SHALL REMOVE TREES ONLY AS
SHOWN ON PLANS.
3.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED AND STOCKPILED ON SITE;
STOCKPILE LOCATION TO BE COORDINATED WITH
PARKS AND RECREATION.
4.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
744
743
742
741
740
741
742
743
744
744
743
742
741
746
747
748
749
747
745
744
743
742
741741
741
742
74
3
745
750
74074
0750745752
740
ASPHALT
PATH
GRAVEL
PATH
O
H
E
O
H
E
O
H
E
XXXXXXXXX X X X XXXXXX XXXXXXXXXXXXXXX
XXXXX
W
W
SS SS
5
1
4
3
7
4
3
.
1
7
2
""
S
IGN
5
1
4
4
74
3
.
1
2
6
"LO
S
T

D
OG
S
"

S
IG
N
W
W
S
48" SAN
ASPHALT
PATH
740.3
739.9
740.0
739.4
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
UNK SIZE
SALEM CREEK
FLOWXXX
X
X
X
X
X
X
X
X
XXXXUNP
A
VE
D
PATH
BASEBALL FIELD LODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD739739
740
OOOO738.00
738.00739 739.5740752
751
750
749
7
4
87477
467
457447
4
3742
741
738.5738.57407407417427 4 0
7427 4 1
743
743
INV IN: 735.93
INV IN: 736.08
INV OUT: 738.00
BR-01 - NYLOPLAST OVERFLOW STRUCTURE
GRATE: 739.95
INV IN: 735.49
INV OUT: 734.82
BR-02 - YARD INLET
GRATE: 738.00 47 LF 6" PVC18 LF 6" PVC
68 L
F
1
0"
H
D
P
E
67 LF 18" RCP
740
741
W
740.3
739.9
LODLODLODLODLODLODLODLODLODLOD739
7 3 9
740
OOOOOO738.00
738.00739 739.5738.5738.57407407427 4 1
743 47 LF 6" PVC18 LF 6" PVC
68 L
F
1
0"
H
D
P
E
740
745
750
740
745
750
-0+25 0+00 0+25
7'
3'1'PLOT DATE: 8/10/2018 4:19 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-110 Saved by JMCSWAIN Save date: 8/8/2018 1:51 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.ALL PROPOSED GRADING WITHIN THE CRITICAL
ROOT ZONES SHALL BE HAND GRADED TO
PROTECT TREES TO REMAIN.
A. EASON
A. EASON
C-110
BIORETENTION PLAN
M. JONES
SCALE: 1" = 20'
PLAN
0 10510
DOG RINSE
STATION
DI
RIM: 742.42
BOTTOM BOX: 741.22
OUTLET UNKNOWN
DRAIN
RIM: 742.34
INVERT NOT ACCESSIBLE
CONCRETE SIDEWALK, TYP
SIGN
SSMH
RIM: 742.52
INV IN (NE): 732.97
INV OUT (SW): 732.87
WALL
STONE MONUMENT
DEDICATION
AA
AA
0 201020
SCALE: 1" = 10'
BIORETENTION INSET PLAN
BR-03
PIPE INV: 733.5
6" PERFORATED PVC
UNDERDRAIN, TYP
FOR ACCESS, SEE DWG E-100
BR-02
BR-01
OBSERVATION WELL /
CLEANOUT, TYP
ASPHALT PAVEMENT
REPLACEMENT
(20'x10')
OBSERVATION WELL /
CLEANOUT, TYP
PROPOSED CHAIN
LINK FENCE, TYP
MATCH LINE - SEE DWG C-11140 LF SPLIT RAIL FENCE,
SEE DWG D-103
SPLIT RAIL FENCE
SEE INSET PLAN THIS SHET
SITE SUMMARY INFORMATION - BIORETENTION AREA
LIMITS OF DISTURBANCE (LOD):1.34 ac
DRAINAGE AREA TO BMP:2.00 ac
EXISTING IMPERVIOUS AREA:0.13 ac
NEW IMPERVIOUS AREA:0.00 ac
RAINFALL TRATED (FIRST FLUSH):1.00 in
RUNOFF COEFFICIENT (Rv):0.11 in/in
RUNOFF VOLUME (WQV):775 cf
DEPTH OF SOIL MEDIA:30 in
PERMEABILITY:1.00 in/hr
DURATION OF PONDING:4.7 hrs
RECEIVING WATERS:SALEM CREEK
(CLASS C)
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
PROPOSED DITCH;
SEE TYPICAL SECTION
THIS SHEET
BIORETENTION
MEDIA AREA
2:1 SIDE
SLOPE, TYP
EX GRADE
PROP GRADE
APPROVED
FILL, TYP
PROPOSED DITCH TYPICAL SECTION
SCALE: HORZ 1" = 20' - VERT: 1" = 5'
729
730
735
740
745
729
730
735
740
745
0+00 1+00 2+00 2+15
67 LF 18"

C
L
A
S
S

I
I
I

R
C
P

@

1
.
9
2
%BR-01 - NYLOPLAST OVERFLOW STRUCTURESTA 1+40INV IN: 735.93 (6" PVC)
INV IN: 736.08 (6" PVC)
INV OUT: 738.00 (10" HDPE)GRATE:739.95BR-03STA 0+00INV OUT:733.50TOP OF WALL: 735.71EX INV ELEV: 735.01
47 LF 6" PVC @ 0.50%CLEANOUTSTA 1+86RIM: 739.9568 LF
1
0
"

H
D
P
E

@

3
.
5
1
%
EX 48" CONC SAN SEWER
INV ELEV: 732.95
117 LF 1
5
"

R
C
P

@

2
.
4
8
%BR-02 - YARD INLETINV IN: 735.49
INV OUT: 734.82STA 0+69GRATE: 738.00PROP ASPHALT PATH
(TO BE
R
E
M
O
V
E
D
)
10" HDPE PIPE SHALL REST
DIRECTLY ON TOP OF 48" RCP;
SEPARATED BY NEOPRENE RUBBER PAD
PIPE INV: 736.17
ELEV: 735.67
FINISHED GRADE: 739.50
746
745
741
744
743742
742
743
744
747
746
74
5
7
4
5 BASEBALL FIELD
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
EXXXXXX
X
X
XXXXXXX
X
X
X
X
X
X
X
X
X
XW
W
W
W
W
W
W
W
WBORE B-1
W
S48" SAN
ASPHALT
PATH
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
25" HW
18"
16"
18"
16"
14"
15"
18"12"
15"
16"
18"
20"
18"
14"
20"
15"
X
X
XXXXL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPLOT DATE: 8/10/2018 4:19 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-111 Saved by SKANE Save date: 8/3/2018 8:25 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.HEAVY EQUIPMENT SHALL BE PROHIBITED WITHIN
THE BIORETENTION FOLLOWING THE EXCAVATION
OF THE FINAL 24" OF ENGINEERED SOIL MEDIA.
2.PONDING SURFACE ELEVATION BASED ON
PONDING DEPTH FROM THE 1" RAINFALL EVENT,
AS PER REQUIREMENTS IN THE WINSTON-SALEM
TMDL IMPLEMENTATION PLAN AND NCDEQ BMP
MANUAL (2017).
3.FOR BR-01, BR-02 AND BR-03 DETAILS, SEE DWGS
D-102 AND D-103.
4.SELECT FILL SHALL BE EITHER IMPORTED
MATERIAL OR NATIVE SOILS AS APPROVED BY THE
ENGINEER.
A. EASON
S. KANE
C-111
BIORETENTION PLAN &
PROFILEST. SCHUELER
NTS
SECTION AA - ILLUSTRATIVE PROFILE
6" PERFORATED PVC UNDERDRAIN @ 0.5%
WITH 3 8" HOLES SPACED 6" ON CENTER
DO NOT WRAP UNDERDRAIN 3" MINPONDING SURFACE EL: 739.89
OBSERVATION WELL / CLEANOUT
6" PVC PIPE WITH CLEANOUT
COVER, TYP
TOP EL: 739.95
2" DEEP WASHED SAND
2" DEEP LAYER 14M STONE
12" ASTM #57 BASE
STONE
MAX STABLE EXCAVATION
SLOPE, TYP
4:1 MAX SLOPE
BR-01 - NYLOPLAST DRAIN
BASIN MODEL#2812AG OR
ENGINEER APPROVED
EQUIVALENT
UNDISTURBED
SOIL, TYP
TOP OF SOIL EL: 739.50
BOTTOM OF SOIL EL: 737.0
BOTTOM OF STONE EL: 735.67 INV OUT: 738.00
INV IN: 735.93
ENGINEERED
SOIL MEDIA
TOP OF BIORETENTION MEDIA AND
SELECT NATIVE GRASSES, TYP
GRADED AT 0% SLOPE
SOD, TYP
NYLOPLAST DUCTILE IRON
GRATE COVER
TOP INV: 739.95
TO PROPOSED YARD INLET
HORIZONTAL
VERTICAL SCALE:1"=2'
SCALE: 1" = 20'
PROFILE
VERTICAL SCALE: 1" = 2'
0
02 21
HORIZONTAL SCALE: 1" = 20'
20 10 20'
INTERNAL WATER
STORAGE LEVEL, TYP
SALEM CREEK
INV IN: 736.17
SCALE: 1" = 20'
PLAN
WATER FOUNTAIN
WALL SSMH
RIM: 743.03
INV IN (NE): 733.41
INV OUT (SW): 733.33
PROPOSED CHAIN
LINK FENCEMATCH LINE - SEE DWG C-110SELECT FILL, TYP
BIORETENTION MEDIA
744
743
742
741
740
741
742
743
744
744
743
742
741
746
747
748
749
747
745
744
743
742
741741
741
742
74
3
745
750
74074
0750745752
740
ASPHALT
PATH
GRAVEL
PATH
O
H
E
O
H
E
O
H
E
XXXXXXXXX X X X XXXXXX XXXXXXXXXXXXXXX
XXXX
W
W
SS SS
5
1
4
3
7
4
3
.
1
7
2
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S
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1
4
4
74
3
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1
2
6
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S
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S
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I
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N
W
W
S
48" SAN
ASPHALT
PATH
740.3
739.9
740.0
739.4
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
UNK SIZE
SALEM CREEK
FLOWXXX
X
X
X
X
X
X
X
X
XXXXUNP
A
VE
D
PATH
BASEBALL FIELD
739739
740
OOOO738.00
738.00739 739.5740752
751
750
749
7
4
87477
467
457447
4
3742
741
738.5738.57407407417427 4 0
7427 4 1
743
743
742
741
740XXXXXXXXXXXXXX
739
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740
739.5740741
738.57 4 0
427 4 1
PLOT DATE: 8/10/2018 4:20 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-120 Saved by JMCSWAIN Save date: 8/5/2018 8:19 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.A VARIETY OF GRASS PLUG SPECIES SHALL BE
DISTRIBUTED ALONG THE PERIMETER OF THE
BIORETENTION PLANTING AREA AROUND THE TOE
OF SLOPE. THE SPECIES MAY BE SELECTED FROM
THE 'GRASS PLUG VARIETY' TABLE SHOWN.
2.BIORETENTION SEED MIX SHALL BE BROADCAST
BY HAND AND SOWN TO DEPTHS OF 0-0.25 INCH
USING A HAND RAKE.
A. EASON
A. LOPEZ
C-120
BIORETENTION PLANTING PLAN
T. SCHUELER
SCALE: 1" = 20'
PLAN 0 10510 0 201020
SCALE: 1" = 10'
BIORETENTION INSET PLAN
GROUNDCOVER KEY
BIORETENTION SEED MIX (190 SY)
BERMUDA SOD (755 SY)
BIORETENTION SEED
MIX
BERMUDA SOD, TYP
BIORETENTION SEED
MIX
BERMUDA SOD, TYP
GRASS PLUG, TYP
GRASS PLUG, TYP
INSET THIS SHEET
BIORETENTION SEED MIX
BIORETENTION MIX
(MELLOW MARSH
FARMS ID: MMF
STORMWATER POND
MIX OR APPROVED
EQUAL) - FOR USE IN
BIORETENTION SEED
MIX AREA AS SHOWN
ON PLANS
BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
Andropogon glomeratus BUSHY BLUESTEM 6
200 SY 1 LB
Carex lurida SHALLOW SEDGE 12
Carex vulpinoidea FOX SEDGE 10
Elymus ripraius RIVERBANK WILDRYE 31
Juncus effusus SOFT RUSH 0.5
Panicum rigidulum REDTOP PANICGRASS 10
Panicum virgatum SWITCHGRASS 30
Scirpus cyperinus WOOLGRASS 0.5
GRASS PLUG VARIETY (SEE NOTE 1)
BOTANICAL NAME COMMON NAME LENGTH QUANTITY
Asclepias incarnata SWAMP MILKWEED
175 LF 500
Carex lurida SHALLOW SEDGE
Helenium autumnale BITTERWEED
Juncus effusus SOFT RUSH
Lobelia cardinalis CARDINAL FLOWER
M. fistulosa WILD BERGAMOT
Helianthus angustifolius SWAMP SUNFLOWER
SOD PLACEMENT
WIDTH = 4 FEET
755
750
755
760 770765
76
0
765
770
775
752
751
7UGEUGEU
G
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UGE UGEUGEUGEO
H
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O
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O
H
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O
H
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O
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W
W
W
W
W
W LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPF
TPF
TPF
TPF
TPF
TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFPLOT DATE: 8/10/2018 4:20 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-100 Saved by JMCSWAIN Save date: 8/5/2018 8:20 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED AND STOCKPILED ON SITE;
STOCKPILE LOCATION TO BE COORDINATED WITH
PARKS AND RECREATION.
2.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
J. MCSWAIN/T. MARSHALL
S. KANE
E-100
BIORETENTION EROSION &
SEDIMENT CONTROLT. SCHUELER
SCALE: 1" = 20'
PLAN
TEMPORARY ACCESS ROUTE
SCE-1
NOTE: FOR CONTINUATION,
SEE DWG E-101
BOLLARD, TYP
PARKING LOT
CONTRACTOR TO FIELD-WALK
ACCESS ROUTE WITH CITY
PRIOR TO CONSTRUCTION
WASHINGTON PARK BIORETENTION RETROFIT - SEQUENCE OF CONSTRUCTION:
1.PHASE 1: MOBILIZATION
1.1.PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR IS TO HAVE ALL LIMITS OF DISTURBANCE
(LOD) AND SEDIMENT AND EROSION CONTROL DEVICES STAKED OUT IN THE FIELD FOR REVIEW AND
APPROVAL BY THE CITY. CONTACT NORTH CAROLINA 811 AT PHONE NUMBER 811 OR 1-800-632-4949, OR BY
REMOTE TICKET ENTRY TO REQUEST AN UNDERGROUND UTILITY LOCATION MARK-OUT AND THIS MARK-OUT IS
TO BE COMPLETED FOR THE PRECONSTRUCTION MEETING. (3 DAYS)
1.2.PRIOR TO ANY CLEARING OR GRADING OR SEDIMENT EROSION PROTECTION INSTALLATION MEASURES, THE
CONTRACTOR SHALL CONDUCT A PRECONSTRUCTION MEETING WITH THE CITY PROJECT MANAGER (MR. TODD
LOVE, 336-747-6833); THE CITY PARK AND REC LIAISON, THE CITY URBAN FORESTER; THE ENGINEER (TIM
SCHUELER - HAZEN AND SAWYER, 919-833-7152). ALL PARTIES REQUIRE SEVEN-DAY NOTICE. LIMITS OF
DISTURBANCE AND BURIED UTILITY MARK-OUT TO BE COMPLETED PRIOR TO PRE-CONSTRUCTION MEETING.
(1 DAY)
1.3.INSTALL TREE PROTECTION MEASURES INCLUDING, BUT NOT LIMITED TO, LIMBING/TRIMMING, ROOT PRUNING,
TREE SAVE FENCING AND TREE PLANKING AS INDICATED ON THE PLAN SET AS WELL AS PEDESTRIAN SAFETY
MEASURES, SUCH AS FENCING. (3 DAYS)
1.4.CLEAR FOR AND INSTALL ACCESS POINT #1 WITH AN APPROPRIATE STABILIZED CONSTRUCTION ENTRANCE
(SCE). UTILIZE CURB AND PAVING PROTECTION MEASURES WHERE NECESSARY. CLEAR FOR AND INSTALL SILT
FENCE AROUND STAGING AREAS. CONTRACTOR TO PHOTOGRAPH ALL ACCESS POINTS PRIOR TO WORK AND
UPON PROJECT COMPLETION. (3 DAYS)
PHASE 1 TOTAL DAYS: 10 DAYS
2.PHASE 2: DOG PARK FENCE WORK AND PIPE DEMOLITION
2.1.CONFIRM FENCE WORK INSTALLATION SCHEDULE WITH CITY PARKS AND RECREATION LIAISON FOR
TEMPORARY CLOSURE OF DOG PARK. INSTALL TEMPORARY FENCING AS CALLED FOR ON PLAN SET. (3 DAYS)
2.2.DEMO FENCING PER PLAN SET. INSTALL NEW FENCING. (5 DAYS)
2.3.FIELD REVIEW COMPLETED WORK WITH PARKS AND RECREATION LIAISON; COMPLETE ANY REQUESTED
ADDITIONAL WORK. (2 DAYS)
PHASE 2 TOTAL DAYS: 10 DAYS
3.PHASE 3: BIORETENTION WORK
3.1.DEMO TREES, STOCKPILING THEM FOR USE WITH STREAMWORK (SEE SEPARATE STREAMWORK SEQUENCE OF
CONSTRUCTION). WITH CITY'S PERMISSION, TREE REFUSE NEEDED FOR STREAMWORK CAN BE TAKEN TO, AND
TEMPORARY STORED AT THE STREAMWORK AREA. (2 DAYS)
3.2.INSTALL SILT FENCE AS SHOWN ON THE PLAN SET. (1 DAY)
3.3.GRADE SWALE FROM EXISTING BRICK STRUCTURE TO AREA SURROUNDING THE LOCATION OF PROPOSED
INLET BR-02. STABILIZE SWALE WITH CHECK DAMS AND SOD AND SEED SLOPES AND OTHER DISTURBED
GROUND ASSOCIATED WITH THE GRADED SWALE. INSTALL A TEMPORARY CROSSING OVER NEW SWALE IF
NECESSARY TO ALLOW ACCESS TO BIORETENTION AREA. (5 DAYS)
3.4.CONFIRM SCHEDULE FOR REMAINING DOG PARK DEMO WORK, INCLUDING PIPE REMOVAL, WITH CITY PARK
AND REC LIAISON FOR TEMPORARY CLOSURE OF PEDESTRIAN PATH FOR PIPE DEMOLITION. (3 DAYS)
3.5.DURING A THREE-DAY PERIOD OF DRY WEATHER AS PREDICTED BY THE NATIONAL WEATHER SERVICE, DEMO
PATH WITHIN LOD AND REMOVE EXISTING HDPE. INSTALL NEW 18-INCH RCP PIPEWORK FROM BR-02 TO BR-03
AS WELL AS BR-02 AND BR-03. (3 DAYS)
3.6.INSTALL NEW ASPHALT TRAIL PAVING AND SPLIT RAIL FENCE. (2 DAYS)
3.7.TEST PIT FOR AND LOCATE THE 48-INCH SEWER AT APPROXIMATE STATION 1+23 OF THE PROFILE SHOWN ON
SHEET C-201 OR AS DIRECTED BY PREVIOUS UTILITY MARKINGS OR THE CITY. CONFIRM TOP OF PIPE
ELEVATION. PREPARE NEOPRENE RUBBER PAD TO BE USED AS A SEPARATION MEMBRANE. (2 DAYS)
3.8.TRENCH FOR INSTALLATION OF THE 10-INCH HDPE PIPE. INSTALL PIPE TO REST DIRECTLY ON TOP OF THE
48-INCH SEWER SEPARATED BY A NEOPRENE RUBBER PAD AND TEMPORARILY PLUG UPSTREAM END. (3 DAYS)
3.9.DURING A THREE-DAY PERIOD OF DRY WEATHER AS PREDICTED BY THE NATIONAL WEATHER SERVICE,
EXCAVATE FOR BIORETENTION FACILITY. INSTALL BR-01 CONNECTING IT TO THE 10-INCH HDPE AND PLACE
UNDERDRAINS AND CLEANOUTS AND ASSOCIATED STONE JACKETS. PLACE ENGINEERED MEDIA. SEED THE
MEDIA AND PLACE GRASS PLUGS IMMEDIATELY. (3 DAYS)
3.10.PLACE REMAINDER OF SOD AND SEED NECESSARY TO STABILIZE THE REMAINDER OF THE BIORETENTION
WORK AREA. (2 DAYS)
3.11.DO NOT REMOVE THE REMAINING SEDIMENT CONTROL DEVICES, PARTICULARLY THE SILT FENCE BETWEEN THE
DOG PARK AND THE NEWLY-CONSTRUCTED BIORETENTION AREA, UNTIL A VIGOROUS STAND OF GRASS HAS
BEEN ACHIEVED ON THE FILTER SURFACE. SEEDED GRASS AND SOD WILL REQUIRE FREQUENT WATERING FOR
THE FIRST TWO WEEKS. (10 WORKING DAYS - 14 CALENDAR DAYS)
3.12.WITH THE CITY'S PERMISSION, REMOVE SEDIMENT CONTROL DEVICES AND DEMOBILIZE (3 DAYS)
PHASE 3 TOTAL DAYS: 39 DAYS
PHASE 1 TO 3 TOTAL DAYS: 59 DAYS
TREE PROTECTION FENCE, TYP
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
1
2
"

CO
N
C
.
744
743
742
741
740
741
742
743
744
744
743
742
741
746
747
748
749
747
746
745
744
743
742
741741
741
742
74
3
745
750
74074
0750745752
740
ASPHALT
PATH
GRAVEL
PATH
O
H
E
O
H
E
O
H
E
XXXXXXXXX X X X XXXXXX XXXXXXXXXXXXXXX
XXXXX
X
W
W
W
SS SS SS
5
1
4
3
7
4
3
.
1
7
2
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S
IGN
51
4
4
7
4
3
.
1
2
6
"LO
S
T

D
OG
S
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S
IG
N
W
W
W
S
48" SAN
ASPHALT
PATH
740.3
739.9
740.0
739.4
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
22" PINE
22" PINE
15" CEDAR
22"
19"
21"
20"
24"
32"
14"16"11"
23"
10"
12"16"
15"
24"
21"
17"
20"
18"
27"
11"
24"
38" HW
25" HW
16"
14"
15"
38" HW
24"
22"18"
24" PINE
24" HW
14" TRPLE HW
14" QUAD HW
20" TWN
TRPLE HW
24"-15"-14"
18" HW
16" AVG. 5 TRUNKS
18" PINE
UNK SIZE
SALEM CREEK
FLOWXXXXX
X
X
X
X
X
X
X
X
XXXXUNP
A
VE
D
PATH
BASEBALL FIELD LODLODLODL
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD739739
740
OOOO738.00
738.00739 739.5740752
751
750
749
7
4
87477467
457447
4
3742
741
738.5738.57407407417427 4 0
7427 4 1
743
743 TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPF
TPF
TPF
TPF
TPF
TPFTPFTPFTPFTPFT
P
F TPFTPFTPFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFS
F
SF
SF SFSF
SF SFSFSF
SF
PLOT DATE: 8/10/2018 4:21 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-101 Saved by JMCSWAIN Save date: 8/5/2018 8:22 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
E-101
BIORETENTION EROSION &
SEDIMENT CONTROLT. SCHUELER
SCALE: 1" = 20'
PLAN 0 2010
SCALE: 1" = 20
20
DOG RINSE
STATION
DI
RIM: 742.42
BOTTOM BOX: 741.22
OUTLET UNKNOWN
DRAIN
RIM: 742.34
INVERT NOT
ACCESSIBLE
CONCRETE SIDEWALK, TYP
SIGN
BR-03
PIPE INV: 733.5
SSMH
RIM: 742.52
INV IN (NE): 732.97
INV OUT (SW): 732.87
RAM
P
WALL
WALL
STONE MONUMENT
DEDICATION
TEMPORARY ACCESS ROAD, TYP
(FOR CONTINUATION, SEE DWG E-100)MATCH LINE - SEE DWG E-102NOTES:
1.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED AND STOCKPILED ON SITE;
LOCATION TO BE COORDINATED WITH PARKS AND
RECREATION.
2.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.STAGIN
G
A
RE
A
TEMPORARY INLET
PROTECTION
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
SILT FENCE, TYP
LIMITS OF
DISTURBANCE, TYP
TREE PROTECTION/PEDESTRIAN
SAFETY FENCE, TYP
CHECK DAM, TYP
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
BASEBALL FIELD
SALEM CREEK
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
EXXXXXXX
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
XW
W
W
W
W
W
W
W
WW
W
W
WBORE B-1
W
WV7
0
9
5
7
4
4
.
5
6
8WV
S48" SAN
ASPHALT
PATH
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
25" HW
18"
16"
18"
16"
14"
15"
18"12"
15"
16"
18"
38" HW
24"
20"
34"
18"
14"
20"
15"
FLOW
X
X
XXXXL
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
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O
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O
D
L
O
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L
O
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L
O
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L
O
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L
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D
L
O
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L
O
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L
O
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L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD746
745
741
744
743742
742
743
744
749
748747
746
74
5
74
5
752
750
745
744
745
740
PLOT DATE: 8/10/2018 4:21 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-102 Saved by JMCSWAIN Save date: 8/5/2018 8:25 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
E-102
BIORETENTION EROSION &
SEDIMENT CONTROLT. SCHUELER
SCALE: 1" = 20'
PLAN
0 2010
SCALE: 1" = 20
20
WATER FOUNTAIN
SSMH
RIM: 743.03
INV IN (NE): 733.41
INV OUT (SW): 733.33
WALLMATCH LINE - SEE DWG E-101NOTES:
1.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED AND STOCKPILED ON SITE;
LOCATION TO BE COORDINATED WITH PARKS AND
RECREATION.
2.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
744743742741740730735
740
7417
4
3
741742
743741
740 738100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R
100
Y
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Y
R
100
Y
R
100YR
ASPHALT PARKING LOT
P
E
D
E
S
T
R
I
A
N

B
R
I
D
G
E
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEX
XXXXXW1
5
"

C
M
P
CITY OF WINSTON-SALEM
PIN: 6834-09-7415
D.B. 711, PG. 425 ASPHALTPATHASPHALTPATHASPHALTPATHASPHALTPATHCITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
LODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODFLOW
SALEM CREEKPLOT DATE: 8/10/2018 4:22 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-202 Saved by JMCSWAIN Save date: 8/5/2018 8:41 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
C-202
STREAM EXISTING CONDITIONS
& DEMO PLANT. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20
MATCH LINE - SEE DWG C-204MATCH LINE - SEE DWG C-203
TRANSMISSION
LINE TOWER, TYP
DI
RIM: 737.40
INV OUT: 735.76 (NW)
INV OUT: 733.95
LANDSCAPE BOULDERS, TYP
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY, TYP
FENCE, TYP
LANDSCAPE BOULDERS TO BE
TEMPORARILY RELOCATED
AND REPLACED
NOTES:
1.CONTRACTOR SHALL REMOVE TREES ONLY AS
SHOWN ON PLANS.
2.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED FOR USE DURING GRADING OF
STREAM STABILIZATION AREA.
3.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
74575
0
755
7
6
0
745
75
0
755
740
740
74
0
740 740
738
739 740
738
738
739
745
750
740
740100YR100YR100YR100YR10
0
Y
R
100YR
100Y
R 100YR
100YR
100
Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R 100YR
100
Y
R
100
Y
R
10
0
Y
R
100YR
100YR
100
Y
R
100YR 100Y
R
100YR
100YR 100YR100YR 100
Y
R
100YR100YR100
Y
R
100
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YRAS
P
H
A
L
T
PA
T
H
BASKETBALL
COURT
BASEBALL FIELD
U
G
E
U
G
E
UG
E
UG
E
UG
EUGEUGE
OHEOHEOHEOHEOHEOHEOHEXXX
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXX
X
X
X X
X
XW
WV864744.386WV
SS42" RC
P
15" RCP18" RCP8
"

V
C
P
8" VCP
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
JAMES D. TUCKER
PIN: 6834-08-7418
D.B. 1655, PG. 3207
4" CHE
10" BLUE ICE
SSSSSSSSSSSSSSSSSSSSSSSS10" HW
4
2
"

R
C
P LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LODLODLODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODPLOT DATE: 8/10/2018 4:23 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-203 Saved by JMCSWAIN Save date: 8/5/2018 8:47 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
C-203
STREAM EXISTING CONDITIONS
& DEMO PLANT. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20MATCH LINE - SEE DWG C-204MATCH LINE - SEE DWG C-202
SPECIAL FLOOD
HAZARD AREA ZONE X
SSMH
RIM: 748.12
INV OUT: 740.99 (NW)
SSMH
RIM:742.73
INV IN: 738.18 (SE)
INV OUT: 738.08 (SW)
BASEBALL FIELD
DUGOUT
DI
RIM:745.82
INV IN: 741.01 (SE)
INV IN: 741.52 (NE)
INV OUT: 740.99 (NW)SPECIAL FLOOD
HAZARD AREA ZONE AE
FENCE, TYP
BIKE RACK
WATER FOUNTAIN
EX STREAM CL
PROPERTY LINE, TYP
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
FLOW
UNNAMED TRIBUTARY
TO SALEM CREEK
REUSE EX STONE
ON SITE
NO WORK OR EQUIPMENT
WITHIN THIS AREA
NOTES:
1.CONTRACTOR SHALL REMOVE TREES ONLY AS
SHOWN ON PLANS.
2.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED FOR USE DURING GRADING OF
STREAM STABILIZATION AREA.
3.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
BENCH, TYP
738740730
730
740
755750
745
740745
750 755738
737
734
735 735740
731
73
9
737
739
736
744
7
3
9
7
4
0
740739
744
739
739740739
740
740730730755
738745
744
743
74
2
7
4
1
740740 735
735
730100YR 100
Y
R
100Y
R 100YR100YR100Y
R
100YR 100YR
100YR 100Y
R
100YR 100YR
1
0
0
Y
R
1
0
0
Y
R
100
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R 10
0
Y
R
ASPHALTPATHEXERCISE
EQUIPMENT
AREA SALEM CREEKOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
WV292740.250WV
W1620744.552STOMH
SS8" DIP
8" VCP
ASPHA
L
T
PATH
SALEM CREEK
CITY OF
WINSTON-SALEM
PIN: 6834-08-4469
D.B. 867, PG. 66
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
6" FRASIER FIR
FLOW SSSSSSSSSS
SSSSSSSSSSSSSSFLOW36" WL
15" HW
10" HW
9" HW
13" HW
11" HW
6" HW
11" HW
12" HW
6" HW
7" HW 30" HW
14" HW
8" HW
7" HW
LODLODLODLODLODLODLOD
LOD LOD LOD LOD L
O
D
LODLODLOD
LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD49"x33" ARCHED

C
M
P
PLOT DATE: 8/10/2018 4:23 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-204 Saved by JMCSWAIN Save date: 8/5/2018 9:02 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.CONTRACTOR TO TAKE MEASURES TO LOCATE AND
PROTECT THE EXISTING 36-IN WATER LINE AND
8-IN SANITARY LINE DURING DEMOLITION,
EXCAVATION, AND CONSTRUCTION OF STREAM
AND CULVERTS.
2.CONTRACTOR SHALL NOT PUT ANY LOAD ON OR
OVER WATERLINE DURING DEMOLITION OR
CONSTRUCTION OF STREAM AND CULVERTS (NO
EQUIPMENT, STOCKPILING, ETC).
3.CONTRACTOR SHALL REMOVE TREES ONLY AS
SHOWN ON PLANS.
4.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED FOR USE DURING GRADING OF
STREAM STABILIZATION AREA.
5.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
J. MCSWAIN/T. MARSHALL
S. KANE
C-204
STREAM EXISTING CONDITIONS
& DEMO PLANT. SCHUELER
SCALE: 1" = 20'
PLAN 0 20'10
SCALE: 1" = 20'
20
MATCH LINE - SEE DWG C-202MATCH LINE - SEE DWG C-203TRANSMISSION
LINE TOWER, TYP
EX SSMH
RIM: 746.97
INV IN: 735.92 (NE)
INV OUT: 735.87 (SW)
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
EDGE OF WATER
SSMH
RIM: 744.17
INV IN: 736.51 (NE)
INV OUT: 736.41 (SW)
RETAINING WALL
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
INV OUT: 733.69INV IN: 733.89
BENCH TO BE
REMOVED
PROPERTY LINE, TYP
EX STREAM CL
49"x33" ARCHED CMP
TO BE REMOVED
RIPRAP TO BE REMOVED
PORTION OF EX PATH TO BE
REMOVED FOR PIPE REMOVAL
CONCRETE DEBRIS
TO BE REMOVED
FLOW
UNNAMED TRIBUTARY
TO SALEM CREEK
DEMOLISH EXISTING ASPHALT
PATH (APPROX 10FT x 140 FT)
AERIAL SANITARY CROSSING
TREE TO BE
REMOVED, TYP
74575
0
755
7
6
0
745
75
0
755
740
740
74
0
740 740
738
739 740
738
738
739
745
750
740
740100YR100YR100YR100YR10
0
Y
R
100YR
100Y
R 100YR
100YR
100Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R 100YR
100
Y
R
100
Y
R
10
0
Y
R
100YR
100YR
100
Y
R
100YR 100Y
R
100YR
100YR 100YR100YR 100
Y
R
100
Y
R
100
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YRAS
P
H
A
L
T
PA
T
H
BASKETBALL
COURT
BASEBALL FIELD
U
G
E
U
G
E
UG
E
UG
E
UG
EUGEUGE
OHEOHEOHEOHEOHEXXX
X
X
X
X
X
X
X
X
X
XXXXXXXXXX
X
X
X X
X
XW
WV864744.386WV
SS42" RC
P
15" RCP18" RCP8
"

V
C
P
8" VCP
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
JAMES D. TUCKER
PIN: 6834-08-7418
D.B. 1655, PG. 3207
4" CHE
10" BLUE ICE
SSSSSSSSSSSSSSSSSSSSSSSS10" HW
4
2
"

R
C
P LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LODLODLODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODST5RS10+00
1+0
0
2+00 3+00R
G
C
-
1
RG
C
-
3
RGC
-
2
RGC-
4
RG
C
-
5
PL1
JH1ST1
ST3
ST2 ST4 RGC-6RS2RS3RS4OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO7 4 0
7
4
2
741
738
7 38
7 4 1
737
7 40
73 6
7 4 1
7
739 740
740
740
739
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100Y
R100YR100YR100YR100YR100YR
100Y
R
100YR
100YR 100YR
100YR
100
Y
R
100YR 100YR 100YR 100YR
100YR 100YR
100YR 100YR100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R 100YR100YR100YRPLOT DATE: 8/10/2018 4:24 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-210 Saved by JMCSWAIN Save date: 8/5/2018 9:45 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.FOR PROFILE INFORMATION, SEE DRAWINGS
C-212 TO C-213.
J. MCSWAIN/T. MARSHALL
S. KANE
C-210
STREAM RESTORATION
GRADING PLANT. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20MATCH LINE - SEE DWG C-211SPECIAL FLOOD
HAZARD AREA ZONE X
SSMH
RIM: 748.12
INV OUT: 740.99 (NW)
SSMH
RIM:742.73
INV IN: 738.18 (SE)
INV OUT: 738.08 (SW)
BASEBALL FIELD
DUGOUT
DI
RIM:745.82
INV IN: 741.01 (SE)
INV IN: 741.52 (NE)
INV OUT: 740.99 (NW)SPECIAL FLOOD
HAZARD AREA ZONE AE
BENCH, TYP
FENCE, TYP
BIKE RACK
WATER FOUNTAIN
STREAM CL, TYP
RIFFLE GRADE CONTROL, TYP
SEE DETAIL DWG D-104
ROCK SILL, TYP
SEE DETAIL DWG D-105
LIMIT OF
DISTURBANCE, TYP
PLUNGE POOL,
SEE DETAIL DWG D-105
STONE TOE, TYP
SEE DETAIL DWG D-104
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
BURIED LOG SILL, TYP
UNNAMED TRIBUTARY
TO SALEM CREEK
NO WORK OR EQUIPMENT
WITHIN THIS AREA
J-HOOK
SEE DETAIL DWG D-106
A
A
B
B
COIR MAT, TYP
SPLIT-RAIL FENCE, TYP
100YR 100
Y
R
100Y
R 100YR100YR100Y
R
100YR 100YR
100YR 100Y
R
100YR 100YR
1
0
0
Y
R
1
0
0
Y
R
100
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R 10
0
Y
R
ASPHALTPATHEXERCISE
EQUIPMENT
AREA SALEM CREEKOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
WV292740.250WV
W1620744.552STOMH
SS8" DIP
8" VCP
ASPHA
L
T
PATH
SALEM C
REEK
CITY OF
WINSTON-SALEM
PIN: 6834-08-4469
D.B. 867, PG. 66
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
6" FRASIER FIR
FLOW SSSSSSSSSS
SSSSSSSSSSSSSSFLOW36" WL
15" HW
10" HW
9" HW
13" HW
11" HW
6" HW
11" HW
12" HW
6" HW
7" HW 30" HW
14" HW
8" HW
7" HW
LODLODLODLODLODLODLOD
LOD LOD LOD LOD L
O
D
LODLODLOD
LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD738740730
730
740
755750
745
740745
750 755738
737
734
735 735740
731
73
9
737
739
736
744
7
3
9
7
4
0
740739
744
739
739740739
740
740730730755
738745
744
743
74
2
7
4
1
740740 735
735
730ST5
RG
C
-
7 RGC-8R
G
C
-
9
RG
C
-
1
3
C
2
ST6
C1
RGC-6RS6R
S
7 RS8RS
5 RS9RGC-
1
0
OOOOOOOOOOOOOOOOOOOOOOOORGC-12
738
741
73 6
7 3 6 7 3 5
7 35
735
734
734
7 4 0
739
73773673773 5
736
739
740
742
740739
735
735
73
1
7 4 1
7
3
9
7 3 9
7 3 5
7
3
4
7 3 7
738
738
100YR 100YR100
Y
R
100YR 100YR100YR100Y
R
100Y
R
100YR
100YR
10
0
Y
R
100YR
10
0
Y
R
1
0
0
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100Y
R
100
Y
R
100YR100YR100YR100YR7
40740100
YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
1
0
0
Y
R
100YROHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWV292740.250WV
S8" DIPSS
SSSSSSSSSSSS36" WL
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD740734735740
73
9
737
743
74
2
7
4
1
740735
735
7306+00
RG
C
-
1
3
C
2
C1
OOOORGC-12
738
741
734
734
740
742
740739
735
735
73
1100YR100YR100YR100YR
100YR100YR100YR100YR100YR100YR
100Y
R
100YR
10
0
Y
R
100YR
10
0
Y
R
1
0
0
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR740PLOT DATE: 8/10/2018 4:25 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-211 Saved by JMCSWAIN Save date: 8/5/2018 10:11 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
C-211
STREAM RESTORATION
GRADING PLANT. SCHUELER
SCALE: 1" = 20'
PLAN 0 20'10
SCALE: 1" = 20'
20MATCH LINE - SEE DWG C-210TRANSMISSION
LINE TOWER, TYP
EX SSMH
RIM: 746.97
INV IN: 735.92 (NE)
INV OUT: 735.87 (SW)
SPECIAL FLOOD HAZARD
AREA ZONE AE
SSMH
RIM: 744.17
INV IN: 736.51 (NE)
INV OUT: 736.41 (SW)
RETAINING WALL
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
BENCH
RIFFLE GRADE CONTROL, TYP
SEE DETAIL DWG D-104
(3) 4' x 4' BOX CULVERTS,
SEE DWG C-216
CASCADE, TYP
SEE DETAIL DWG D-105
STONE TOE, TYP
SEE DETAIL DWG D-104
CASCADE, TYP
RIFFLE GRADE
CONTROL, TYP
0 10'5
SCALE: 1" = 10'
10
SCALE: 1" = 10'
ENLARGED VIEW
WC1
W
C
2
WETLAND CELL, TYP
EDGE OF WATER
SPECIAL FLOOD
HAZARD AREA ZONE X
(3) 4' x 4' BOX CULVERTS
PROPOSED PATH ALIGNMENT
SEE DETAIL DWG D-103
BURIED LOG SILL, TYP
CAST-IN-PLACE CONCRETE CAP
FOR EXISTING WATER LINE
CAST-IN-PLACE CONCRETE CAP
FOR EXISTING WATER LINE
PROPOSED PATH ALIGNMENT
UNNAMED TRIBUTARY
TO SALEM CREEK
NOTES:
1.FOR PROFILE INFORMATION, SEE DRAWINGS
C-212 TO C-213.
2.STONE WITHIN CULVERTS NOT SHOWN FOR
CLARITY.
3.CONTRACTOR TO TAKE MEASURES TO LOCATE AND
PROTECT THE EXISTING 36-IN WATER LINE AND
8-IN SANITARY LINE DURING DEMOLITION ,
EXCAVATION, AND CONSTRUCTION OF STREAM
AND CULVERTS.
4.CONTRACTOR SHALL NOT PUT ANY LOAD ON OR
OVER WATERLINE DURING DEMOLITION OR
CONSTRUCTION OF STREAM AND CULVERTS (NO
EQUIPMENT, STOCKPILING, ETC).
5.NINE ROOT BALLS ARE TO BE PLACED IN THE
WETLAND CELLS AS DIRECTED BY THE ENGINEER.
COIR MAT, TYP
COIR MAT, TYP
C
F
C
F
D
E
G
H
D
E G
H
H
H
ROCK SILL, TYP
SEE DETAIL DWG D-105
NEW PARK BENCH
SEE INSET PLAN THIS SHET
SPLIT-RAIL FENCE, TYP
AERIAL SANITARY
CROSSING
RGC-11 WITHIN CULVERT;
NOT SHOWN FOR CLARITY
740737
734
735 735740
731
73
9
737
7
3
9
745
744
743
74
2
7
4
1
740735
735
730100
Y
R
100YR
1
0
0
Y
R
100
YR
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
1
0
0
Y
R
100YROHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWV292740.250WV
W1620744.552STOMH
S8" DIP
ASPHA
L
T
PATH
SSSSSSSSSSSSSSSSSS36" WL
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
738
741
734
734
740
742
740739
735
735
7
3
1
73
9
738
1
0
0
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100Y
R
100YR
10
0
Y
R
100YR
10
0
Y
R
1
0
0
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR7407405+0
0
6+00
RG
C
-
1
3
C
2
C1RS9RGC-
1
0
OOORGC-12
725
730
735
740
745
725
730
735
740
745
-0+50 0+00 0+75
BED RETENTION SILLS, TYP;
RAISED FOR OUTER CULVERTS
15'
PROPOSED ASPHALT
MULTIUSE PATH
8" VCP SAN
INV ELEV: 736.61
ELEV: 733.30
ELEV: 734.80
ELEV: 735.50
ELEV: 738.30
ELEV: 737.80
ELEV: 733.80
PROP GRADE
EXIST GRADE
SELECT FILL
#57 STONE BEDDING FOR
CULVERT (1 FT DEPTH)
725
730
735
740
745
725
730
735
740
745
5+00 6+00 6+50
C
1
@
2
2
.
2%
RGC-13 @
4.0%C2

@
12
.
5
%
CULVERT
RGC-11 @ 1.5%
RGC-12
@ 1.5%2:1BED RETENTION SILL, TYP
SEE DETAIL DWG D-106 2:1PROPOSED
CONCRETE CAP
STA: 5+98.73ELEV: 734.20STA: 6+10.73ELEV: 731.53STA: 6+30.88ELEV: 730.73STA: 5+32.62ELEV: 733.8236" WATERLINETOP OF PIPE: 734.018" DIP SAN
INV ELEV: 736.29
STA: 5+56.62ELEV: 733.82STA: 5+85.00ELEV: 734.40STA: 6+36.45ELEV: 730.03PROP GRADE
EXIST GRADE
ASPHALT MULTIUSE PATH
#57 STONE BEDDING FOR
CULVERT (1 FT DEPTH)
SELECT FILL
PLOT DATE: 8/10/2018 4:28 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-216 Saved by JMCSWAIN Save date: 8/10/2018 4:11 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.SOIL BENEATH CULVERT AND GRAVEL BEDDING
SHALL BE FIELD-TESTED BY THE CONTRACTOR TO
ENSURE THAT IT HAS A BEARING CAPACITY
GREATER THAN 3000 PSF.
2.STONE WITHIN CULVERTS AS SHOWN ON PROFILE,
IS NOT SHOWN IN PLAN VIEW FOR CLARITY.
J. MCSWAIN/T. MARSHALL
S. KANE
C-216
STREAM CULVERT
T. SCHUELER
SCALE: 1" = 10'
PLAN
HORIZONTAL
VERTICAL SCALE:1" = 2.5'
SCALE: 1" = 10'
CULVERT PROFILE
HORIZONTAL
VERTICAL SCALE:1" = 2.5'
SCALE: 1" = 10'
CULVERT SECTION
(3) 4' x 4' BOX CULVERTS
PROPOSED PATH ALIGNMENT
CAST-IN-PLACE
CONCRETE CAP,
SEE DETAIL DWG D-106
RGC-11 WITHIN CULVERT
NOT SHOWN FOR CLARITY
H
H
CUL
V
C
U
L
V
744743742741740730735
740
7417
4
3
741742
743741
740 738100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R
100
Y
R 100YR 100YR100
Y
R
100
Y
R
100YR
ASPHALT PARKING LOT
P
E
D
E
S
T
R
I
A
N

B
R
I
D
G
E
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEX
XXXXXW1
5
"

C
M
P
CITY OF WINSTON-SALEM
PIN: 6834-09-7415
D.B. 711, PG. 425 ASPHALTPATHASPHALTPATHASPHALTPATHASPHALTPATHCITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
LODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODFLOW
SALEM CREEKPLOT DATE: 8/10/2018 4:29 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-220 Saved by JMCSWAIN Save date: 8/6/2018 2:23 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.QUANTITIES LISTED ARE ESTIMATES FOR THE
ENTIRE STREAM PLANTING AREA.
J. MCSWAIN/T. MARSHALL
S. KANE
C-220
STREAM PLANTING PLAN
T. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20
MATCH LINE - SEE DWG C-222MATCH LINE - SEE DWG C-221
TRANSMISSION
LINE TOWER, TYP
DI
RIM: 737.40
INV OUT: 735.76 (NW)
INV OUT: 733.95
LANDSCAPE BOULDERS, TYP
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY, TYP
FENCE, TYP
PLANTING LEGEND
STREAMWORK SEED MIX SCHEDULE
PERMANENT SEEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
UPLAND/ATHLETIC FIELD MIX
(ERNST SEED ID: ERNMX-106 OR
APPROVED EQUAL) - FOR USE IN
DISTURBED AREAS OUTSIDE OF
COIR MATTING AND WETLAND
AREAS
Festuca arundinacea TALL FESCUE 30
3872 SY 80 LBS
Lolium perenne PERENNIAL RYEGRASS 30
Poa pratensis KENTUCKY BLUEGRASS (VOLT)15
Poa pratensis KENTUCKY BLUEGRASS (SHAMROCK)15
Lolium multiflorum ANNUAL RYEGRASS 10
TEMPORARY SEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
FOR USE WITH COIR FIBER
MATTING AND ALL OTHER
DISTURBED AREAS
Lolium multiflorum ANNUAL RYEGRASS 100 3872 SY 60 LBS
UPLAND / ATHLETIC FIELD MIX
74575
0
755
7
6
0
745
75
0
755
740
740
74
0
740 740
738
739 740
738
738
739
745
750
740
740100YR100YR100YR100YR10
0
Y
R
100YR
100Y
R 100YR
100YR
100Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R 100YR
100
Y
R
100
Y
R
10
0
Y
R
100YR
100YR
100
Y
R
100YR 100Y
R
100YR
100YR 100YR100YR 100
Y
R
100YR100
Y
R
100
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YRAS
P
H
A
L
T
PA
T
H
BASKETBALL
COURT
BASEBALL FIELD
U
G
E
U
G
E
UG
E
UG
E
UG
EUGEUGE
OHEOHEOHEOHEOHEOHEXXX
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXX
X
X
X X
X
XW
WV864744.386WV
SS42" RC
P
15" RCP18" RCP8
"

V
C
P
8" VCP
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
JAMES D. TUCKER
PIN: 6834-08-7418
D.B. 1655, PG. 3207
SSSSSSSSSSSSSSSSSSSSSSSS4
2
"

R
C
P LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LODLODLODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLOD7 4 0
7
4
2
741
738
7 38
7 4 1
737
7 40
73 6
7 4 1
739 740
740
740
739
100Y
R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100Y
R100YR100YR100YR100YR100YR
100Y
R
100YR
100YR 100YR
100YR
100
Y
R
100YR 100YR 100YR 100YR
100YR 100YR
100YR 100YR100YR100YR100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR10
0
Y
R 100YR100YR100YR0+00
1+0
0
2+00 3+00OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPLOT DATE: 8/10/2018 4:30 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-221 Saved by JMCSWAIN Save date: 8/6/2018 2:25 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
C-221
STREAM PLANTING PLAN
T. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20MATCH LINE - SEE DWG C-222MATCH LINE - SEE DWG C-220
SPECIAL FLOOD
HAZARD AREA ZONE X
SSMH
RIM: 748.12
INV OUT: 740.99 (NW)
SSMH
RIM:742.73
INV IN: 738.18 (SE)
INV OUT: 738.08 (SW)
BASEBALL FIELD
DUGOUT
DI
RIM:745.82
INV IN: 741.01 (SE)
INV IN: 741.52 (NE)
INV OUT: 740.99 (NW)SPECIAL FLOOD
HAZARD AREA ZONE AE
BENCH, TYP
FENCE, TYP
BIKE RACK
WATER FOUNTAIN
EX STREAM CL
PROPERTY LINE, TYP
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
FL
O
W
UNNAMED TRIBUTARY
TO SALEM CREEK
PLANTING LEGEND
WETLAND SEED MIX
RIPARIAN BUFFER MIX
UPLAND / ATHLETIC FIELD MIX
LIVE STAKES
TREES
NOTES:
1.QUANTITIES LISTED ARE ESTIMATES FOR THE
ENTIRE STREAM PLANTING AREA.
STREAMWORK SEED MIX SCHEDULE
PERMANENT SEEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
RIPARIAN BUFFER MIX (MELLOW
MARSH FARMS ID: MMF
RIPARIAN BUFFER MIX OR
APPROVED EQUAL) - FOR USE IN
DISTURBED AREAS WITH COIR
MATTING, AND OUTSIDE OF
WETLAND AREAS
Agrostis perennans AUTUMN BENTGRASS 15
2710.4 SY 14 LBS
Andropogon gerardii BIG BLUESTEM 10
Coreopsis lanceolata LANCELEAF COREOPSIS 10
Elymus virginicus VIRGINIA WILD RYE 20
Juncus effusus SOFT RUSH 5
Panicum virgatum SWITCHGRASS 15
Rudbeckia hirta BLACK-EYED SUSAN 10
Schizachyrium scoparium LITTLE BLUESTEM 5
Sorghastrum nutans INDIAN GRASS 5
Tripsacum dactyloides EASTERN GAMAGRASS 5
PERMANENT SEEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
UPLAND/ATHLETIC FIELD MIX
(ERNST SEED ID: ERNMX-106 OR
APPROVED EQUAL) - FOR USE IN
DISTURBED AREAS OUTSIDE OF
COIR MATTING AND WETLAND
AREAS
Festuca arundinacea TALL FESCUE 30
3872 SY 80 LBS
Lolium perenne PERENNIAL RYEGRASS 30
Poa pratensis KENTUCKY BLUEGRASS (VOLT)15
Poa pratensis KENTUCKY BLUEGRASS (SHAMROCK)15
Lolium multiflorum ANNUAL RYEGRASS 10
TEMPORARY SEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
FOR USE WITH COIR FIBER
MATTING AND ALL OTHER
DISTURBED AREAS
Lolium multiflorum ANNUAL RYEGRASS 100 3872 SY 60 LBS
PROP STREAM CL
STREAMWORK TREE PLANTING SCHEDULE
IDENTIFICATION BOTANICAL NAME COMMON NAME SIZE QUANTITY MIN. SPACING
TREE Halesia carolina CAROLINA SILVERBELL 2" CALIPER 4 15' O.C.
Cornus florida DOGWOOD 5
Cercis canadensis EASTERN REDBUD 5
Chionanthus virginicus FRINGETREE 5
Amelanchier canadensis SERVICEBERRY 5
STREAMWORK LIVE STAKES OR TUBELINGS PLANTING SCHEDULE
IDENTIFICATION BOTANICAL NAME COMMON NAME SIZE QUANTITY MIN. SPACING
LIVESTAKES OR
TUBELINGS
Cephalanthus occidentalis BUTTON BUSH 24" LENGTH
MINIMUM
950 (TOTAL)2.5' O.C.
Cornus amomum SILKY DOGWOOD
Physocarpus oopulifolius NINEBARK
Salix nigra BLACK WILLOW
Salix sericea SILKY WILLOW
Sambucus canadensis ELDERBERRY
738740730
730
740
755750
745
740745
750 755738
737
734
735 735740
731
73
9
737
739
736
744
7
3
9
7
4
0
740739
744
739
739740739
740
740730730755
738745
744
743
74
2
7
4
1
740740 735
735
730100YR 100
Y
R
100Y
R 100YR100YR100Y
R
100YR 100YR
100YR 100Y
R
100YR 100YR
1
0
0
Y
R
1
0
0
Y
R
100
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100Y
R 10
0
Y
R
ASPHALTPATHEXERCISE
EQUIPMENT
AREA SALEM CREEKOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
WV292740.250WV
W1620744.552STOMH
SS8" DIP
8" VCP
ASPHA
L
T
PATH
SALEM CREEK
CITY OF
WINSTON-SALEM
PIN: 6834-08-4469
D.B. 867, PG. 66
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
FLOW SSSSSSSSSS
SSSSSSSSSSSSSSFLOW36" WL
LODLODLODLODLODLODLOD
LOD LOD LOD LOD L
O
D
LODLODLOD
LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD738
741
73 6
7 3 6 7 3 5
7 35
735
734
734740
739
73773673773 5
736
739
740
742
740739
735
735
73
1
7 4 1
739
7 3 9
7 3 5
7
3
4
7 3 7
738
738
100YR 100YR100
Y
R
100YR 100YR100YR100Y
R
100Y
R
100YR
100YR
10
0
Y
R
100YR
10
0
Y
R
1
0
0
Y
R
1
0
0
Y
R
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
100YR
100Y
R
100
Y
R
100YR100YR100YR100YR7
407403+004+00
5+0
0
6+00
OOOOOOOOOOOOOOOOOOOOOOOOPLOT DATE: 8/10/2018 4:30 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\CIVIL\C-222 Saved by JMCSWAIN Save date: 8/6/2018 2:27 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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.CONTRACTOR TO TAKE MEASURES TO LOCATE AND
PROTECT THE EXISTING 36-IN WATER LINE AND
8-IN SANITARY LINE DURING DEMOLITION,
EXCAVATION, AND CONSTRUCTION OF STREAM
AND CULVERTS.
2.CONTRACTOR SHALL NOT PUT ANY LOAD ON OR
OVER WATERLINE DURING DEMOLITION OR
CONSTRUCTION OF STREAM AND CULVERTS (NO
EQUIPMENT, STOCKPILING, ETC).
3.QUANTITIES LISTED ARE ESTIMATES FOR THE
ENTIRE STREAM PLANTING AREA
4.VEGETATION PLANTED WITHIN THE DUKE ENERGY
ELECTRIC TRANSMISSION RIGHT-OF-WAY MUST
MEET GUIDELINES AND RESTRICTIONS ON MATURE
CANOPY HEIGHT.
J. MCSWAIN/T. MARSHALL
S. KANE
C-222
STREAM PLANTING PLAN
T. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20
MATCH LINE - SEE DWG C-220MATCH LINE - SEE DWG C-221TRANSMISSION
LINE TOWER, TYP
EX SSMH
RIM: 746.97
INV IN: 735.92 (NE)
INV OUT: 735.87 (SW)
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
EDGE OF WATER
SSMH
RIM: 744.17
INV IN: 736.51 (NE)
INV OUT: 736.41 (SW)
RETAINING WALL
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
PROPERTY LINE, TYP
UNNAMED TRIBUTARY
TO SALEM CREEK
NO WORK OR EQUIPMENT
WITHIN THIS AREA
PLANTING LEGEND
WETLAND SEED MIX
RIPARIAN BUFFER MIX
UPLAND / ATHLETIC FIELD MIX
LIVE STAKES
TREES
STREAMWORK SEED MIX SCHEDULE
PERMANENT SEEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
WETLAND MIX (MELLOW MARSH
FARMS ID: MMF WETLAND SEED
MIX OR APPROVED EQUAL) - FOR
USE IN DISTURBED AREAS WITH
AND WITHOUT COIR MATTING;
INSIDE OF PROPOSED WETLAND
AREAS
Bidens aristosa SHOWY TICKSEED SUNFLOWER 7 552.7 SY 3 LBS
Carex vulpinoidea FOX SEDGE 12
Dichanthelium clandestinum DEER TONGUE 8
Elymus riparius RIVERBANK WILDRYE 20
Juncus effusus SOFT RUSH 4
Panicum dichotomiflorum SMOOTH PANICGRASS 14
Panicum rigidulum REDTOP PANICGRASS 8
Panicum virgatum SWITCHGRASS 23
Polygonum pensylvanicum PENNSYLVANIA SMARTWEED 2
Sparganium americanum EASTERN BUR REED 2
PERMANENT SEEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
RIPARIAN BUFFER MIX (MELLOW
MARSH FARMS ID: MMF
RIPARIAN BUFFER MIX OR
APPROVED EQUAL) - FOR USE IN
DISTURBED AREAS WITH COIR
MATTING, AND OUTSIDE OF
WETLAND AREAS
Agrostis perennans AUTUMN BENTGRASS 15 2710.4 SY 14 LBS
Andropogon gerardii BIG BLUESTEM 10
Coreopsis lanceolata LANCELEAF COREOPSIS 10
Elymus virginicus VIRGINIA WILD RYE 20
Juncus effusus SOFT RUSH 5
Panicum virgatum SWITCHGRASS 15
Rudbeckia hirta BLACK-EYED SUSAN 10
Schizachyrium scoparium LITTLE BLUESTEM 5
Sorghastrum nutans INDIAN GRASS 5
Tripsacum dactyloides EASTERN GAMAGRASS 5
PERMANENT SEEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
UPLAND/ATHLETIC FIELD MIX
(ERNST SEED ID: ERNMX-106 OR
APPROVED EQUAL) -FOR USE IN
DISTURBED AREAS OUTSIDE OF
COIR MATTING AND WETLAND
AREAS
Festuca arundinacea TALL FESCUE 30 3872 SY 80 LBS
Lolium perenne PERENNIAL RYEGRASS 30
Poa pratensis KENTUCKY BLUEGRASS (VOLT)15
Poa pratensis KENTUCKY BLUEGRASS (SHAMROCK)15
Lolium multiflorum ANNUAL RYEGRASS 10
TEMPORARY SEED MIX:BOTANICAL NAME COMMON NAME PERCENT AREA QUANTITY
FOR USE WITH COIR FIBER
MATTING AND ALL OTHER
DISTURBED AREAS
Lolium multiflorum ANNUAL RYEGRASS 100 3872 SY 60 LBS
PROP STREAM CL
EX STREAM CL
STREAMWORK LIVE STAKES OR TUBELINGS PLANTING SCHEDULE
IDENTIFICATION BOTANICAL NAME COMMON NAME SIZE QUANTITY MIN. SPACING
LIVESTAKES OR
TUBELINGS
Cephalanthus occidentalis BUTTON BUSH 24" LENGTH
MINIMUM
950 (TOTAL)2.5' O.C.
Cornus amomum SILKY DOGWOOD
Physocarpus oopulifolius NINEBARK
Salix nigra BLACK WILLOW
Salix sericea SILKY WILLOW
Sambucus canadensis ELDERBERRY
STREAMWORK TREE PLANTING SCHEDULE
IDENTIFICATION BOTANICAL NAME COMMON NAME SIZE QUANTITY MIN. SPACING
TREE Halesia carolina CAROLINA SILVERBELL 2" CALIPER 4 15' O.C.
Cornus florida DOGWOOD 5
Cercis canadensis EASTERN REDBUD 5
Chionanthus virginicus FRINGETREE 5
Amelanchier canadensis SERVICEBERRY 5
744744743742741740730735
740
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100
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100
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R
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ASPHALT PARKING LOT
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B
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C
M
P
CITY OF WINSTON-SALEM
PIN: 6834-09-7415
D.B. 711, PG. 425 ASPHALTPATHASPHALTPATHASPHALTPATHASPHALTPATHCITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
UNPAVEDPATHLODLOD
LOD LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
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R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR 100YR100YR100YR100YR100YRTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFT
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F
PLOT DATE: 8/10/2018 4:31 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-200 Saved by JMCSWAIN Save date: 8/6/2018 2:38 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
E-200
STREAM EROSION & SEDIMENT
CONTROLT. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20
MATCH LINE - SEE DWG E-202MATCH LINE - SEE DWG E-201
TRANSMISSION
LINE TOWER, TYP
DI
RIM: 737.40
INV OUT: 735.76 (NW)
INV OUT: 733.95
LANDSCAPE BOULDERS, TYP
SPECIAL FLOOD HAZARD
AREA ZONE FLOODWAY
FENCE, TYP
TEMPORARY ACCESS, TYP
SCE-2
LIMIT OF
DISTURBANCE, TYP
NOTES:
1.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED FOR USE DURING GRADING OF
STREAM STABILIZATION AREA.
2.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
WASHINGTON PARK STREAM STABILIZATION - SEQUENCE OF CONSTRUCTION:
1.PHASE 1: MOBILIZATION
1.1.PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR IS TO HAVE ALL LIMITS OF DISTURBANCE
(LOD) AND SEDIMENT AND EROSION CONTROL DEVICES STAKED OUT IN THE FIELD FOR REVIEW AND
APPROVAL BY THE CITY. CONTACT NORTH CAROLINA 811 AT PHONE NUMBER 811 OR 1-800-632-4949, OR BY
REMOTE TICKET ENTRY TO REQUEST AN UNDERGROUND UTILITY LOCATION MARK-OUT. THIS MARK-OUT IS TO
BE COMPLETED FOR THE PRECONSTRUCTION MEETING. (3 DAYS)
1.2.PRIOR TO ANY CLEARING OR GRADING OR SEDIMENT EROSION PROTECTION INSTALLATION MEASURES, THE
CONTRACTOR SHALL CONDUCT A PRECONSTRUCTION MEETING WITH THE CITY PROJECT MANAGER (MR. TODD
LOVE, 336-747-6833); THE CITY PARK AND REC LIAISON; THE CITY URBAN FORESTER; THE ENGINEER (TIM
SCHUELER - HAZEN AND SAWYER, 919-833-7152). ALL PARTIES REQUIRE SEVEN-DAY NOTICE. LIMITS OF
DISTURBANCE AND BURIED UTILITY MARK-OUT TO BE COMPLETED PRIOR TO PRE-CONSTRUCTION MEETING.
(1 DAY)
1.3.INSTALL PEDESTRIAN SAFETY MEASURES AND PERIMETER SEDIMENT CONTROL DEVICES ASSOCIATED WITH
PHASE 2 WORK. (3 DAYS)
1.4.CLEAR FOR AND INSTALL ACCESS POINT #2 WITH AN APPROPRIATE STABILIZED CONSTRUCTION ENTRANCE
(SCE). UTILIZE CURB AND PAVING PROTECTION MEASURES WHERE NECESSARY. CLEAR FOR AND INSTALL
PERIMETER SEDIMENT CONTROL DEVICES. CONTRACTOR TO PHOTOGRAPH ALL ACCESS POINTS PRIOR TO WORK AND
UPON PROJECT COMPLETION. (3 DAYS)
PHASE 1 TOTAL DAYS: 10 DAYS
2.PHASE 2: NEW CULVERT INSTALLATION AND LOWER WORK AREA (STA 3+50 TO STA 6+40)
2.1.CONFIRM FENCE WORK INSTALLATION SCHEDULE WITH CITY PARK AND REC LIAISON FOR TEMPORARY
CLOSURE OF THE ASPHALT MULTI USE TRAIL. INSTALL TEMPORARY TRAIL CLOSURE SIGNAGE AS NECESSARY.
(3 DAYS)
2.2.INSTALL TEMPORARY SAND BAG DIVERSION #1 SYSTEM UPSTREAM OF CULVERT WORK AREA. (1 DAY)
2.3.INSTALL STREAMWORK BETWEEN APPROXIMATE STATION 6+00 (THE EXISTING WATERLINE CROSSING) AND
SALEM CREEK. (5 DAYS)
2.4.DEMO EXISTING CULVERT AND ASSOCIATED PATH. (1 DAY)
2.5.EXCAVATE FOR NEW CULVERT AND INSTALL BEDDING STONE. (1 DAY)
2.6.INSTALL CULVERT AND ASSOCIATED APPURTENANCES (5 DAYS)
2.7.BACKFILL OVER CULVERT AND PLACE NEW ASPHALT FOR MULTI USE PATH. CITY REC AND PARK LIAISON TO
DETERMINE WHEN PUBLIC ACCESS MAY BEGIN AGAIN. (3 DAYS)
2.8.INSTALL STREAM WORK AND WET CELL GRADING FROM 3+50 TO NEWLY INSTALLED TRIPLE CULVERT. GRADE
FOR AND INSTALL STREAM REVETMENTS AND BIOENGINEERING PRACTICES FROM UPSTREAM TO
DOWNSTREAM, DEWATERING WORK AREAS AS NECESSARY. USE WOOD HARVESTED FROM THE BIORETENTION
AREA AS WELL AS MATERIAL HARVESTED ON THE LEFT FLOODPLAIN MEETING PROJECT REQUIREMENTS. ONLY
INSTALL AS MANY TREATMENTS AS CAN BE STABILIZED IN ONE DAY. MOVE OR INSTALL NEW TEMPORARY
DIVERSIONS AS NECESSARY. STABILIZATION INCLUDES INSTALLATION OF TOP SOIL, SEED, STRAW AND COIR
MAT. UPON COMPLETION OF INSTALLATION, STABILIZE REMAINING DISTURBED AREAS AND INSPECT/SECURE
DIVERSION PIPES AT END OF EACH DAY. (25 DAYS)
PHASE 2 TOTAL DAYS: 44 DAYS
3.PHASE 3: STREAMWORK CONSTRUCTION (STA 0+00 TO STA 3+50)
3.1.INSTALL REMAINING PERIMETER SEDIMENT CONTROL DEVICES ASSOCIATED WITH THE STREAMWORK.
(3 DAYS)
3.2.INSTALL SAND BAG DIVERSION #2 SYSTEM. (1 DAY)
3.3.GRADE FOR AND INSTALL STREAM REVETMENTS AND BIOENGINEERING PRACTICES FROM UPSTREAM TO
DOWNSTREAM, DEWATERING WORK AREAS AS NECESSARY. USE WOOD HARVESTED FROM THE BIORETENTION
AREA AS WELL AS MATERIAL HARVESTED ON THE LEFT FLOODPLAIN MEETING PROJECT REQUIREMENTS. ONLY
INSTALL AS MANY TREATMENTS AS CAN BE STABILIZED IN ONE DAY. MOVE OR INSTALL NEW TEMPORARY
DIVERSIONS AS NECESSARY. STABILIZATION INCLUDES INSTALLATION OF TOP SOIL, SEED, STRAW AND COIR
MAT. UPON COMPLETION OF INSTALLATION, STABILIZE REMAINING DISTURBED AREAS AND INSPECT/SECURE
DIVERSION PIPES AT END OF EACH DAY. (34 DAYS)
3.4.UPON COMPLETION OF INSTALLATION, STABILIZE ANY OPEN AREAS. (5 DAYS)
3.5.INSTALL LANDSCAPING (5 DAYS)
3.6.WITH THE CITY'S PERMISSION, REMOVE REMAINING SEDIMENT CONTROL DEVICES (3 DAYS)
PHASE 3 TOTAL DAYS: 51 DAYS
PHASE 1 TO 3 TOTAL DAYS: 105 DAYS
TOTAL BIORETENTION AND STREAM STABILIZATION DAYS: 164 WORKING DAYS(APPROXIMATELY 224
CALENDAR DAYS)
SITE SUMMARY INFORMATION - STREAMWORK AREA
LIMITS OF DISTURBANCE (LOD):1.77 ac
DRAINAGE AREA TO STREAM:0.10 sq mi
EXISTING IMPERVIOUS AREA:1918 sf
IMPERVIOUS AREA ADDED:128 sf
EXISTING STREAM LENGTH:568 LF
LENGTH OF RESTORED STREAM:612 LF
EXISTING WETLANDS:0.00 ac
WETLAND CELLS CREATED:0.09 ac
RECEIVING WATERS:SALEM CREEK
(CLASS C)
74575
0
755
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6
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745
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740
740
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100YR
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R
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P
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A
L
T
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T
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BASKETBALL
COURT
BASEBALL FIELD
U
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UG
E
UG
E
UG
EUGEUGE
OHEOHEOHEOHEOHEOHEOHEXXX
X
X
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XXXXXXXXXX
X
X
X X
X
XW
WV864744.386WV
SS42" RC
P
15" RCP18" RCP8
"

V
C
P
8" VCP
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
JAMES D. TUCKER
PIN: 6834-08-7418
D.B. 1655, PG. 3207
4" CHE
10" BLUE ICE
SSSSSSSSSSSSSSSSSSSSSSSS10" HW
4
2
"

R
C
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R 100YR100YR100YRPLOT DATE: 8/10/2018 4:31 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-201 Saved by JMCSWAIN Save date: 8/6/2018 2:41 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
E-201
STREAM EROSION & SEDIMENT
CONTROLT. SCHUELER
SCALE: 1" = 20'
PLAN
0 20'10
SCALE: 1" = 20'
20MATCH LINE - SEE DWG E-202MATCH LINE - SEE DWG E-200
SPECIAL FLOOD
HAZARD AREA ZONE X
SSMH
RIM: 748.12
INV OUT: 740.99 (NW)
SSMH
RIM:742.73
INV IN: 738.18 (SE)
INV OUT: 738.08 (SW)
BASEBALL FIELD
DUGOUT
DI
RIM:745.82
INV IN: 741.01 (SE)
INV IN: 741.52 (NE)
INV OUT: 740.99 (NW)SPECIAL FLOOD
HAZARD AREA ZONE AE
BENCH, TYP
FENCE, TYP
BIKE RACK
WATER FOUNTAIN
STREAM CL, TYP
STAGING AREA
LIMIT OF DISTURBANCE, TYP
COIR MAT, TYP
SURVEY & GIS LIMITS
CLEAR WATER
DIVERSION PUMP, TYP
CLEAR WATER
DIVERSION LINE, TYP
TEMPORARY SAND
BAG DIKE, TYP
SILT FENCE, TYP
NOTES:
1.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED FOR USE DURING GRADING OF
STREAM STABILIZATION AREA.
2.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
CLEAR WATER
DIVERSION #2
738740730
730
740
740
755750
745
740745
750 755738
737
734
735 735740
731
73
9
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739
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744
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1
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OHE
WV292740.250WV
SW1620744.552STOMH
SS8" DIP
8" VCP
ASPHA
L
T
PATH
SALEM CREEK
CITY OF
WINSTON-SALEM
PIN: 6834-08-4469
D.B. 867, PG. 66
CITY OF WINSTON-SALEM
WASHINGTON PARK
D.B. 711, PG. 425
D.B. 867, PG. 66
D.B. 656, PG. 300
D.B. 1505, PG. 1664
PIN: 6834-09-7415
PIN: 6834-09-4469
6" FRASIER FIR
FLOW SSSSSSSSSS
SSSSSSSSSSSSSSFLOW36" WL
15" HW
10" HW
9" HW
13" HW
11" HW
6" HW
11" HW
6" HW
7" HW 30" HW
14" HW
8" HW
7" HW
LODLODLODLODLODLODLOD
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PLOT DATE: 8/10/2018 4:32 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-202 Saved by JMCSWAIN Save date: 8/6/2018 2:44 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
E-202
STREAM EROSION & SEDIMENT
CONTROLT. SCHUELER
SCALE: 1" = 20'
PLAN 0 20'10
SCALE: 1" = 20'
20
MATCH LINE - SEE
DWG E-200MATCH LINE - SEE DWG E-201TRANSMISSION
LINE TOWER, TYP
EX SSMH
RIM: 746.97
INV IN: 735.92 (NE)
INV OUT: 735.87 (SW)
SPECIAL FLOOD HAZARD
AREA ZONE AE
SPECIAL FLOOD
HAZARD AREA ZONE X
EDGE OF WATER
SSMH
RIM: 744.17
INV IN: 736.51 (NE)
INV OUT: 736.41 (SW)
RETAINING WALL
NEW PARK BENCH
COIR MAT, TYP
TEMPORARY ACCESS, TYP
(3) 4'x4' BOX CULVERTS
CLEAR WATER
DIVERSION PUMP, TYP
SEE PUMP AROUND DETAIL
CLEAR WATER
DIVERSION #1
SAND BAG DIKE, TYP
DEWATERING PUMP, TYP
SEE PUMP AROUND DETAIL
FILTER BAG, TYP
SILT FENCE, TYP
CLEAR WATER
DIVERSION #2
LIMITS OF DISTURANCE, TYP
TREE PROTECTION FENCE, TYP
TREE TO BE
REMOVED, TYP
NOTES:
1.STONE WITHIN CULVERT NOT SHOWN FOR
CLARITY
2.ALL TREES AND BRUSH LESS THAN 12 INCH DBH
SHALL BE CHIPPED FOR USE DURING GRADING OF
STREAM STABILIZATION AREA.
3.ALL TREES 12 INCH DBH AND GREATER ARE TO
HAVE TRUNKS SECTIONED TO LENGTHS AND ROOT
BALLS HARVESTED PER SPECIFICATIONS.
4.NINE ROOT BALLS ARE TO BE PLACED IN THE
WETLAND CELLS AS DIRECTED BY THE ENGINEER.
NEW ASPHALT
MULTI USE PATH
TEMPORARY SANDBAG
DIVERSION BARRIER
TREE PLANKING, TYP
PLOT DATE: 8/10/2018 4:32 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\E-300 Saved by JMCSWAIN Save date: 7/30/2018 4:51 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
E-300
EROSION & SEDIMENT CONTROL
NOTEST. SCHUELER
EROSION & SEDIMENT CONTROL NOTES:
1.THE CONTRACTOR WILL COMPLY WITH ALL REQUIREMENTS OF SEDIMENT AND EROSION CONTROL AS SET FORTH
BY WINSTON-SALEM AND WITHIN THE NORTH CAROLINA SEDIMENT AND EROSION MANUAL. THE CONTRACTOR
WILL BE REQUIRED TO MAINTAIN, MONITOR AND REPORT ON ALL EROSION AND SEDIMENT CONTROL ITEMS
RELATED TO THE PERMIT FOR CONSTRUCTION ACTIVITY.
2.CONTACT AND NOTIFY: WINSTON-SALEM DEPARTMENT OF STORMWATER/EROSION CONTROL AT LEAST 72 HOURS
PRIOR TO START OF CONSTRUCTION STATING:
A.A REQUEST FOR A PRE-CONSTRUCTION MEETING
B.WHEN CONTRACTOR INTENDS TO BEGIN CONSTRUCTION
C.WHEN CONTRACTOR INTENDS TO INSTALL STORMWATER MANAGEMENT FACILITIES
D.SOURCE OF BORROW MATERIAL
E.LOCATION OF DISPOSAL AREA WITH AN ACTIVE PERMIT
F.CONTRACTOR'S TENTATIVE CLOSING DATE
3.INITIAL DISTURBANCE WILL BE LIMITED TO THAT NECESSARY TO GAIN ENTRANCE TO THE SITE AND INSTALL
NECESSARY SEDIMENT CONTROLS AS PER THE APPROVED PLANS.
4.ALL SEDIMENT CONTROLS AND CRITICAL SLOPES MUST BE STABILIZED WITHIN THREE (3) CALENDAR DAYS. ALL
OTHER INACTIVE DISTURBED AREAS ON THE PROJECT SITE MUST BE STABILIZED WITHIN SEVEN (7) CALENDAR
DAYS.
5.ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE WHENEVER POSSIBLE AND CONFINED TO AN AREA
WHERE IT WILL NOT OBSTRUCT THE NORMAL COURSE OF DRAINAGE.
6.PUMPING OF SEDIMENT LADEN WATER WILL NOT BE ALLOWED UNLESS IT IS FILTERED BY WAY OF AN APPROVED
SEDIMENT TRAPPING DEVICE.
7.WATER REMOVED VIA SUMP PIT OR REMOVABLE PUMPING STATION SHALL BE PUMPED THROUGH AN APPROVED
DEWATERING BASIN OR FILTER BAG PRIOR TO DISCHARGE VIA A STABLE OUTLET.
8.CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES IS MANDATORY.
9.ANY SEDIMENT CONTROL DEVICES DISTURBED DURING CONSTRUCTION MUST BE RESTORED IMMEDIATELY.
10.ALL POINTS OF INGRESS AND EGRESS SHALL BE PROTECTED TO MINIMIZE TRACKING OF MUD ON TO PUBLIC
RIGHT-OF-WAYS.
11.ANY EARTH, GRAVEL, AND/OR OTHER MATERIAL TRACKED, SPILLED OR WASHED ON TO ADJACENT ROADS MUST BE
IMMEDIATELY REMOVED AND DISPOSED OF IN A PROPER MANNER. NO FLUSHING WILL BE PERMITTED. ALL
MATERIAL MUST BE REMOVED BY MEANS OF SHOVELING AND SWEEPING.
12.THE CONTRACTOR SHALL NOT EXPOSE EARTH THAT CAN NOT BE TEMPORARILY OR PERMANENTLY STABILIZED
WITHIN 24 HOURS. ANY EXCAVATED AREAS WHICH CAN NOT BE IMMEDIATELY STABILIZED, MUST BE TEMPORARILY
STABILIZED WITH AT LEAST 4" OF MULCH OR GRADED AGGREGATE.
13.WINSTON-SALEM EROSION CONTROL DEPARTMENT MUST BE NOTIFIED IN WRITING OF WHERE ANY EXCESS
MATERIAL WILL BE DISPOSED OR WHERE ANY BORROWED MATERIALS WILL COME FROM.
14.THE CONTRACTOR SHALL HAVE A WINSTON-SALEM EROSION AND SEDIMENT CONTROL INSPECTOR INSPECT AND
APPROVE THE WORK COMPLETED AT THE STAGES OF CONSTRUCTION SPECIFIED BELOW:
A. UPON COMPLETION OF THE INSTALLATION OF THE PERIMETER SEDIMENT CONTROLS
B. DURING ALL GRADING AND BUILDING OPERATIONS
C. UPON FINAL STABILIZATION OF THE ENTIRE SITE PRIOR TO REMOVAL OF THE SEDIMENT CONTROLS
15.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED SEDIMENT AND EROSION CONTROL PLAN WITHOUT
FIRST RECEIVING APPROVAL FROM WINSTON-SALEM EROSION CONTROL DEPARTMENT. VARIATIONS TO THE
ORIGINAL PLAN MUST BE SUBMITTED IN WRITING WITH ALL PROPOSED MODIFICATIONS STILL BEING
HIGHLIGHTED. SUBSTANTIAL CHANGES WILL NECESSITATE AMENDMENT OF THE GRADING / BUILDING PERMIT.
16.ALL ORANGE SAFETY FENCE, TREE PROTECTION MEASURES AND SILT FENCE DIVERSIONS MUST BE INSTALLED
ACCORDING TO THE PLANS AND APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.
17.NO CLEARING, GRADING, CONSTRUCTION OR OTHER DISTURBANCE OF VEGETATION IS PERMITTED OUTSIDE OF
THE LIMITS OF DISTURBANCE, WITHOUT PRIOR APPROVAL OF THE SEDIMENT CONTROL INSPECTOR.
18.ALL TREES DESIGNATED FOR REMOVAL SHALL BE REMOVED IN STAGES AS SPECIFIED IN THE SEQUENCE OF
CONSTRUCTION. AREAS OF TREE REMOVAL WITHIN THE LIMITS OF DISTURBANCE MUST BE TEMPORARILY
STABILIZED USING SEED & WOOD CHIPS BY THE END OF EACH DAY.
19.THE CONTRACTOR MAY ONLY CLEAR & GRUB AREAS WITHIN THE DAILY CONSTRUCTION ZONE AS NECESSARY TO
COMPLETE STREAM STABILIZATION EFFORTS. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED
TO CLEAR & GRUB AREAS BEYOND THE CONFINES OF THE DAILY STREAM DIVERSION MEASURES. THE CONTRACTOR
SHALL MAKE EVERY ATTEMPT TO MINIMIZE IMPACTS TO ALL TREES LOCATED WITHIN THE LIMITS OF DISTURBANCE.
20.STABILIZED CONSTRUCTION ENTRANCES AND TEMPORARY STOCKPILE AREAS SHALL BE CONFINED TO THE
LOCATIONS GIVEN ON THE PLANS AND PROTECTED WITH PERIMETER EROSION CONTROL MEASURES AT ALL TIMES
UNLESS DIRECTED OTHERWISE BY CITY INSPECTOR.
21.IF THE NEED FOR ADDITIONAL TEMPORARY STOCKPILES BECOMES NECESSARY, IT MUST:
A.BE WITHIN THE LIMITS OF DISTURBANCE OR APPROVED OFF-SITE LOCATION.
B.DRAIN TO A FUNCTIONING SEDIMENT CONTROL DEVICE.
C.POSITIONED NOT TO IMPEDE UPON OR ALTER THE FUNCTION OF THE EXISTING SEDIMENT
CONTROL MEASURES.
D.POSITIONED TO ALTER ANY NATURAL DRAINAGE PATTERNS, INCLUDING THE EXISTING AND
PROPOSED STREAM CORRIDOR.
E.BE APPROVED BY THE SEDIMENT CONTROL INSPECTOR.
F. NOT BE WITHIN THE 100-YEAR FLOODPLAIN
IN-STREAM CONSTRUCTION:
22.SALEM CREEK AND ITS ASSOCIATED TRIBUTARIES ARE DESIGNATED AS CLASS C; THESE WATERS ARE PROTECTED
FOR USES SUCH AS SECONDARY RECREATION, FISHING, WILDLIFE, FISH CONSUMPTION, AQUATIC LIFE INCLUDING
PROPAGATION, SURVIVAL AND MAINTENANCE OF BIOLOGICAL INTEGRITY. THERE ARE NO RESTRICTED DATES FOR
IN-STREAM ACTIVITY ASSOCIATED WITH THIS CLASSIFICATION
23.STREAM DIVERSION PRACTICES ARE TO MAINTAIN POSITIVE FLOW AROUND THE CONSTRUCTION ZONE. AT ALL
TIMES. THE CONTRACTOR MUST TIE THE DAILY STREAM CONSTRUCTION ZONE BACK INTO THE EXISTING CHANNEL
BY THE END OF EACH WORK DAY.
24.WORK SHALL BE CONDUCTED IN A MANNER WHICH PERMITS THE PROPOSED BANKFULL CHANNEL CONSTRUCTION
AND THE ADJACENT SECTION OF THE BANKFULL BENCH TO BE PERMANENTLY STABILIZED AT THE END OF EACH
WORK DAY. PERMANENT STABILIZATION OF STREAMBED, BANKS AND FLOODPLAIN SOIL AREAS DURING
CONSTRUCTION WILL CONSIST OF PLACED SUBSTRATE MATERIAL, FLOODPLAIN SOIL, BOULDER TOE PROTECTION,
LIVE BRANCH LAYERING AND/OR LIVESTAKES, TOPSOIL, STREAMBANK SEEDING AND COIR FIBER MATTING.
STABILIZE ALL OTHER AREAS USING TEMPORARY SEED AND WOOD CHIPS WITHIN THE CONSTRUCTION ZONE.
REMOVE ALL STREAM DIVERSION DEVICES BY THE END OF EACH WORK DAY. IN THE EVENT THAT THE CONTRACTOR
CAN NOT COMPLY WITH THE ABOVE, THE STREAM DIVERSION DEVICE MUST BE CONTINUOUSLY MANNED AND
OPERATING UNTIL THE CONSTRUCTION EFFORT CAN TIE BACK INTO THE EXISTING CHANNEL IN A STABLE MANNER.
25.STREAM DIVERSION MEASURES INCLUDING SANDBAGS, FILTER BAGS, AND PUMP-AROUND DEVICES, ETC. ARE
INTENDED TO BE PROPERLY MAINTAINED AND REUSED AS WORK PROGRESSES DOWNSTREAM (OR UPSTREAM IF
REQUIRED BY SITE CONDITIONS).
26.THE LENGTH AND LOCATION OF DAILY CONSTRUCTION ZONES SHOWN ON THE PLANS ARE THE APPROVED
POSITIONS. ACTUAL LENGTH AND PLACEMENT OF SANDBAG DIKES MAY BE SLIGHTLY ADJUSTED TO FIT THE LOCAL
TOPOGRAPHY AND THE AMOUNT OF DAILY IN-STREAM CONSTRUCTION THAT IS FEASIBLE TO THE CONTRACTOR.
EACH DAILY WORK ZONE ISOLATED BY THE STREAM DIVERSION MEASURES SHALL NOT EXCEED 400 FEET IN
STREAM CHANNEL LENGTH.
27.IN-STREAM CONSTRUCTION SHALL BE CONDUCTED WORKING IN AN UPSTREAM TO DOWNSTREAM MANNER. THE
CONTRACTOR MAY WORK FROM DOWNSTREAM TO UPSTREAM WITH THE APPROVAL OF THE INSPECTOR. UNDER NO
CIRCUMSTANCES WILL HEAVY EQUIPMENT BE PERMITTED TO CROSS THE NEWLY CONSTRUCTED STREAM CORRIDOR
OR ROCK STRUCTURES.
28.NO CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED DURING STORM EVENTS
STANDARD NOTES FOR LINEAR APPLICATION:
29.FOR UTILITY TRENCHES OUTSIDE THE DRAINAGE AREA LIMITS OF EROSION AND SEDIMENT CONTROL (ESC)
CONTROLS, THE CONTRACTOR SHALL OPEN ONLY A SECTION OF TRENCH THAT CAN BE BACKFILLED AND
STABILIZED AT THE END OF EACH WORKDAY. NO DISTURBED AREA SHALL BE LEFT UNSTABILIZED OVERNIGHT. ANY
EXCESS STOCKPILE MATERIAL SHALL BE REMOVED FROM THE SITE AT THE END OF EACH WORKDAY. FOR PERVIOUS
SURFACES, THE USE OF ANY VEHICLE TRAFFIC IS PROHIBITED THE FIRST 24 HOURS AFTER A RAIN EVENT.
30.IF A STOCKPILE AREA IS NOT SHOWN ON THE APPROVED ESC PLAN, NO STOCKPILING SHALL BE ALLOWED. ALL
EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AT THE END OF EACH WORK DAY AND SENT TO A DISPOSAL
SITE GOVERNED BY AN APPROVED EROSION AND SEDIMENT CONTROL PLAN.
31.IF A STAGING AREA IS NOT SHOWN ON THE APPROVED ESC PLAN, NO STAGING AREA SHALL BE ALLOWED ON SITE.
STAGING AREAS OUTSIDE OF THE LOD MUST BE LOCATED ON AN IMPERVIOUS SURFACE, AND SHALL NOT RESULT
IN EARTH DISTURBANCE. STOCKPILES OF ERODIBLE MATERIAL WILL NOT BE PERMITTED AT A STAGING AREA.
32.ALL DISTURBED AREAS SHALL BE STABILIZED PER THE STABILIZATION SCHEDULE.
33.THE ESC INSPECTOR HAS AUTHORITY TO REQUIRE ADDITIONAL ESC CONTROLS BEYOND THOSE SHOWN ON THE
APPROVED ESC PLAN. ANY ADDITIONAL CONTROLS REQUIRED BY THE INSPECTOR SHALL BE PROVIDED BY THE
CONTRACTOR AT THE DIRECTION OF THE INSPECTOR WITH 24 HOURS OF VERBAL NOTIFICATION BY THE ESC
INSPECTOR.
34.WHERE NO STABILIZED CONSTRUCTION ENTRANCE (SCE) IS PROVIDED, THE CONTRACTOR SHALL DESIGNATE
PIECES OF CONSTRUCTION EQUIPMENT THAT SHALL BE ALLOWED WITHIN THE LOD. THIS EQUIPMENT SHALL BE
KEPT WITHIN THE LOD UNTIL THE PROPOSED WORK IS COMPLETE, AND SHALL HAVE TREADS/TIRES CLEANED
PRIOR TO LEAVING THE LOD. ALL MATERIAL REMOVAL OR DELIVERY SHALL BE EITHER LIFTED FROM OR INTO THE
LOD; AND, ANY SEDIMENT TRACKED OR DROPPED OUTSIDE THE LOD CLEANED IMMEDIATELY. FLUSHING WILL NOT
BE PERMITTED.
35.WHERE SAME DAY STABILIZATION IS SPECIFIED ON THE ESC PLAN, IT SHALL BE CONSIDERED THE PRIMARY ESC
CONTROL. ANY CONTROLS PROVIDED DOWNSTREAM OF AREAS SPECIFIED FOR SAME DAY STABILIZATION SHALL
BE CONSIDERED SECONDARY CONTROLS UNLESS SPECIFIED OTHERWISE. (SECONDARY CONTROLS ARE DEFINED
AS CONTROLS PROVIDED AS BACKUP MEASURES TO A PRIMARY CONTROL).
36.SAME DAY STABILIZATION IS DEFINED AS THE COMPLETION OF PROPOSED WORK WITHIN A DEFINED AREA WITH
THE STIPULATION OF A NON-ERODIBLE SURFACE AT THE END OF EACH WORK DAY. EXAMPLES OF ACCEPTABLE
NON-ERODIBLE SURFACES INCLUDE PAVEMENT, STEEL PLATES, A 2” MINIMUM STONE LAYER, OR STABILIZATION
MATTING OVER PERMANENT SEEDING. THIRTY (30) MIL PLASTIC SHEETING WITH ANCHORING MAY BE
CONSIDERED ACCEPTABLE IF EITHER SPECIFIED ON AN APPROVED PLAN, OR APPROVED BY THE ESC INSPECTOR.
TEMPORARY SEEDING AND MULCH IS NOT CONSIDERED AN ACCEPTABLE SAME DAY STABILIZATION PRACTICE.
SENSITIVE AREA NOTES:
37.NO CONSTRUCTION ACTIVITIES SHALL BE UNDERTAKEN WITHIN SPECIFIED SENSITIVE AREAS OF THE PROJECT
WITHOUT PRIOR NOTIFICATION OF THE ENGINEER. ALL WORK IN THESE AREAS SHALL BE MONITORED BY A
RESPONSIBLE PARTY DESIGNATED BY THE CONTRACTOR TO ASSURE THAT REASONABLE CARE IS TAKEN IN OR
ADJACENT TO THESE AREAS. AREAS CONSIDERED SENSITIVE ARE DEFINED AS: FLOODPLAINS, WETLANDS (TIDAL,
NONTIDAL AND ASSOCIATED BUFFERS), CRITICAL AREAS, FORESTED AREAS, ARCHEOLOGICAL SITES, HISTORIC
SITES, PARK LAND AND OPEN WATER. PORTIONS OF THIS PROJECT LIE WITHIN THE 100-YR FLOODPLAIN
TEMPORARY STABILIZATION NOTES:
38.FOLLOWING INITIAL SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED
WITHIN: A) THREE (3) CALENDAR DAYS FOR ALL PERIMETER SEDIMENT CONTROL STRUCTURES, DIKES, PERIMETER
SLOPES AND ALL SLOPES GREATER THAN 3:1, B) SEVEN (7) DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS
ON THE PROJECT SITE.
MAINTENANCE OF SEDIMENT CONTROL NOTES:
39.THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE PROJECT, REPAIR AND MAINTAIN EXISTING SEDIMENT
CONTROL DEVICES UNTIL ALL AREAS WITHIN LIMITS OF CONSTRUCTION ARE STABILIZED. ALL SEDIMENT CONTROL
MEASURES REFERRED TO ON THESE PLANS SHALL BE IN ACCORDANCE WITH PUBLISHED NORTH CAROLINA
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
DISTURBED AREA NOTES:
40.TRENCHES FOR ANY STORM DRAIN PIPE AND UNDERDRAIN PIPE INSTALLATIONS SHALL BE BACKFILLED,
COMPACTED AND STABILIZED AT THE END OF EACH DAY.
PLOT DATE: 8/10/2018 4:32 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\D-100 Saved by SKANE Save date: 5/25/2018 9:17 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
D-100
EROSION & SEDIMENT CONTROL
DETAILST. SCHUELER
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
DOCUMENTATION PRIOR TO
USE AND MUST BE ADAPTED
TO THE SPECIFIC SITE.
GENERAL NOTES
1.COCONUT EROSION CONTROL BLANKET SHALL BE 'ROLANKA
BIO-D 70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS
WATER VELOCITIES AND 4.5 PSF SHEAR STRESS. FABRIC
EMBEDMENT 3.0 FT.
2.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION
CONTROL PRODUCTS (RECP), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER AND SEED.
3.BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY.
4.OVERLAP EDGES OF ADJACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTERS WITH THE UPPER ROLL
OVERLAPPING THE TOP OF THE LOWER ROLL.
5.WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT
6" CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED
WHERE MATTING IS CUT TO INSTALL PLANTINGS.
6.LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH.
7.FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3)
18-INCH WOOD STAKES PER SQUARE YARD AND FOR SLOPES
FLATTER THAN 2:1 USE A MINIMUM OF (2) 18-INCH WOOD
STAKES PER SQUARE YARD. PROVIDE ADDITIONAL STAKING
ALONG CHANNEL BOTTOM WHERE COIR MAT FORMS TOE OF
SLOPE.
8.WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
PORTION (2"-4") FACES UPSTREAM.
9.ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF
INITIAL TRENCH).
10.ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
11.EROSION CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
WOVEN COIR FABRIC
FILL KEY TRENCH WITH TOPSOIL AND COMPACT.
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE
PLAN VIEW FOLDING FABRIC AT BENDS
FABRIC WRAP
WOVEN COIR
FABRIC
1'MIN1
3
FILL KEY TRENCH WITH TOPSOIL AND COMPACT
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE 1'MINTYPICAL DETAIL
STAKE18" MINSAW A 2 X 4 DIAGONALLY TO
PRODUCE 2 DEAD STOUT STAKES.
TOP OF BANK
FLOW
TOE SLOPE PROTECTION TO
BE PROVIDED AS IDENTIFIED
ON DETAIL.
UPSTREAM FABRIC OVERLAPS DOWNSTREAM
FABRIC 1'
(SEE OVERLAP DETAIL)
UPSTREAM FABRIC
DOWNSTREAM FABRIC
3.0'
DOWNSTREAM FABRIC
LAYER LAPS UNDER
STAKE THROUGH BOTH FABRIC
LAYERS
STAKE THROUGH
BOTTOM FABRIC
LAYER
UPSTREAM FABRIC
LAYER LAPS OVER
TOP
UPSTREAM FABRIC
OVERLAPS
DOWNSTREAM
FABRIC 1'1'MINSEE KEY TRENCH
DETAIL
ALL FABRIC
FORMS WILL BE
LAPPED IN AN
UPSTREAM TO
DOWNSTREAM
DIRECTION.
MAXIMUM ANGLE 15
DEGREES
STAKES ON 3'
CENTERS, TYP
A A
B B
1'MINPLAN VIEW
KEY TRENCH DETAIL
OVERLAP SECTION A
OVERLAP SECTION B
TOP OF BANK
TOE OF SLOPE
TRANSITION TRENCH DETAIL
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
1'
FLOW
FLOW
18" WOOD STAKE (EXPOSED
PORTION TO FACE UPSTREAM)
BANKFULL
BASE FLOW
TIE-IN MATTING
(12" MIN)
12" *
1-FT MIN
6" MIN. **
COIR FIBER MAT
BACKFILL AND TRANSITION
INTO STREAMBANK
*
**
PROPOSED SLOPE
EXISTING GROUND
TRIANGULAR
WOOD STAKE
STAKES
THROUGH
BOTTOM
FABRIC
LAYER
STAKES
THROUGH BOTH
FABRIC LAYERS
SEE TRANSITION
TRENCH DETAIL
TOE OF SLOPE
KEY-IN VERTICAL
EDGE AT UPSTREAM
BOUNDARY LIMITS KEY-IN VERTICAL EDGE
AT DOWNSTREAM
BOUNDARY LIMITS
COIR MAT TO OVERLAY STRAW, SEED AND 6 INCHES OF TOP SOIL
COIR FIBER MATTING OVER TOPSOIL
NTS
PLAN
ROCK OUTLET PROTECTION (ROP) DETAIL
NTS
SECTION
FLOW
SECURE PUMP
LINE TO EXISTING
GRADE, TYP
TEMPORARY CLEAN
WATER BY-PASS
PUMPING STREAM
BANK
PLACE NON-WOVEN
FILTER FABRIC
UNDERNEATH ROCK
ENERGY DISSIPATION
STONE
L2 L3
L1
T
L1
W1
SUNNY DAY
BASE FLOW
PLOT DATE: 8/10/2018 4:33 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\D-101 Saved by JMCSWAIN Save date: 8/1/2018 3:09 PM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
D-101
EROSION & SEDIMENT CONTROL
DETAILST. SCHUELER
CLEAR WATER DIVERSION PIPE TEMPORARY BARRIER DIVERSION FILTER BAG
STABLE VELOCITY
DISSIPATOR
CROSS SECTION OF SANDBAG DIKE
PLAN VIEW
P A
SUMP-HOLE OR
POOL (12" TO
18" DEEP 2'
DIA.)
INTAKE HOSE
STREAM
DIVERSION
PUMPS
P
A
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER WORK AREA.
NOTES:
1.THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER
POSSIBLE.
2.THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE
STABILIZED AND THE PUMP AROUND REMOVED.
3.SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND CLEAN STREAM FLOW SHOULD BE PUMPED AROUND THE WORK AREA.
THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
4.WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. THE
MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE WORK AREA.
5.FOR STREAMWORK REPAIR PROJECTS LONGER THAN 4OO LINEAR FEET, MULTIPLE WORK AREAS SHALL BE ESTABLISHED IN SUCCESSION. ONCE AN AREA IS COMPLETED AND
STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE ESTABLISHED FROM THE OLD SEDIMENT
DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE REMOVED.
6.A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE ACCOMPLISHED
BY LOCATING A SANDBAG DIKE AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS
WATER SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND.
7.ALL SANDBAG DIVERSIONS TO BE BUILT TO EXISTING TOP OF BANK.
PLAN VIEW SECTION A-AAPPROVED
DEWATERING
DEVICE
WORK AREA
IMPERVIOUS
SHEETING
FLOW
2 YEAR WATER
SURFACE ELVATION
INTAKE HOSE
DISTURBED AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
STABILIZED IN ONE DAY
DEWATERING
PUMP
DISCHARGE
HOSE
FLOW
SANDBAG
DIVERSION
SEDIMENT
DIKE
CLEAN WATER
DIKE
PUMP AROUND DETAIL
NTS
SUMP PIT
TEMPORARY ACCESS CULVERT DETAILS
ROCK OUTLET PROTECTION (ROP) SCHEDULE
ID LOCATION
L1
(FT)
L2
(FT)
L3
(FT)
T
(IN)
W1
(FT)
ROCK SIZE
(IN)
NCDOT
DESIGNATION
ROP-1 CONFLUENCE WITH SALEM CREEK 20 4 16 18 10 8 CLASS B
ROP-2 UPSTREAM OF CULVERT 20 4 16 18 10 8 CLASS B
PLOT DATE: 8/10/2018 4:35 AM BY: JMCSWAINFile: O:\32441-RAL\32441-000\DESIGN\DRAWINGS\ESC\D-107 Saved by JMCSWAIN Save date: 6/8/2018 7:51 AM95% DESIGN DRAWINGS
DO NOT USE FOR
CONSTRUCTION HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF WINSTON-SALEM
WASHINGTON PARK
WINSTON-SALEM, NORTH CAROLINA 32441-000
AUGUST 2018T. SCHUELER
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:
J. MCSWAIN/T. MARSHALL
S. KANE
D-107
PLANTING DETAILS
T. SCHUELER
DECIDUOUS TREE PLANTING DETAIL
NTSCONTAINER GROWN AND B&B
PLANTING TECHNIQUES
NTS