20000777 Ver 1_COMPLETE FILE_20000612

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
The Millennium Group Dev, LLC
1 • ?
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 28, 2000
Forsyth County
DWQ Project # 000777
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
102 West Third Street
Suite 522
Winston-Salem, NC 27101
Dear Sits:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 335 linear feet of
streams for the purpose of a commercial development (Eat Side Cafeteria) at 10 Street between Addison Ave. & NC311 as described in your
application dated June 12, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3287. This certification allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues it. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment
and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If you change
your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the state in order
to assure compliance for future wetland and/or water impact These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, writterystormwater management plan shall be approved by this Office before the impacts specified
in this Certification occur. The stormwater rganagement plan must include plans and specifications for stormwater management facilities
designed to remove 85% TSS according to therinost recent version of the NC DENR Stormwater Best Management Practices Manual.
Also, before any permanent building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and
operational, and the stormwater management plan, as approved by this Office, shall be implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of
the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447,.Raleigh, N.C. 27611-7447. This certification and its conditions are
final and binding unless you ask for a hearing.
- This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions,.
please telephone John Domey at 919-733-9646.
Sincerely,
Kerr T. Stevens
Attachment
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File copy
Central Files
Todd St. John
Jordan Consultants; 3714 EL Santos Ct., Winston-Salem, NC 27105
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer •
50% recycled/10% post consumer paper
JORDAN CONSULTANTS
LANDSCAPE ARCHITECTS / LAND PLANNERS
3714 EL SANTOS COURT
WINSTON-SALEM, NC 27105
[3361777-8006
TO:

TTENTION:
LETTER OF TRANSMITTAL
NO:
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JUN I
We are sending you t--A- h d ,-Under separate cover via the following items r
-Shop drawings -Prints - plans _ Sa pies DS GROUP
- Copy of letter Change orders _ Cher _ Sp TER UAUTY SECT
COPIES DATE NO. DESCRIPTION
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REMARKS:
val Approved as submitted -Resubmit copies for approval
ed
and comment -Returned for corrections
YMENT _Retum__ -corrected copies 00777
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19 -PRINTS RETURN AFTER LOAN TO US
RECEIVED
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SIGNED:
COPY To: I a ?D N 1 TIC Mk S Wr-
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if enclosures are not as noted. kindly notify us at once.
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WQ Supervisor: I arry .oble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Millenium Group Development County Forsyth
Project Number 00 0777 County2
Recvd From APP Region Winston-Salem
Received Date 6/12/00 Recvd By Region 6/23/2000
Project Type commercial fill
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. supp. Basin Req. Req.
39 Stream O YO N ? (1? 12-119 _5--rr?? 335.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y pQ N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With, Applicant? QQ Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 360644 Longitude (ddmmss) 801304
Comments:
The WSRO recommends that this WO Certification be issued with the following condition:
* Stormwater Mana eg ment plans and specifications meet with DWQ ap rn oval, to include the
construction of littoral shelves. (Attachement B of application states that pond design does include
shelves for aquatic life)
igional Office Page Number 1
. itral Office
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STORMWATER MANAGEMENT CALCULAIXW
- Caltub"d By. SPG&LWB
PROJECT: Ead Side Cahterh Cheelod By: MDA
M-CONNELL is ASSOCMESS, P.C. PROJECT NO- BI"61AO j ? Date. 7-26-99
i
GIVEN INFORMATION- Parameter Value trams Thaw Pee Dsvebpmeert Pad-IIerelepseat
QATA>E'?7 Ram OH Raa OH
Drah? Area, A 5.47 saes (mates) (cubic t/secoad) (cubic
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Peak RwOff Rate, Q (Pr?elopment 1206 faet/seceod
Peak Rim-Off Rde, Q e 21.24 a>bic f"Vwcaud
Land Use 1 Area 5.47 acres
Land Use 1 SCS CN 60 n/a (woodland, poor Dover)
Weighed CN (pre-development) 60 n/a
Lad Use I Area 0.96 aces
Land Use I SCS CN 98 nla (pavement)
Land Use 2 Area 051 acres
Laid Use 2 SCS CN 90 nia(caamercial)
Lad Use 3 Area 4 acres
Land Use 3 SCS CN 60 da cover >75%)
Weighted CN (post-development) 69 n/a
Rainfall Deft Location Wi lstanSelem n/a
DesW Sturm Ratan Period so
Design Storm Dwatian 6 }
Rainfall Inteffiity, i 0.8 indregllnta
Precipitation Depth P 4.8 Niches
Ultimate soil Storage, S 6.67 irdlea
Rrm-OffDeptk Q" 1.19 ides
Volume Under Des Hydmgmpk v 23549 cubic feet
Time to Hydrogmph Peale, T 23 mi utes
t s 1.25Tp
Design Hy&og * for the 50-Year Storm (Pre- & Post-Develop alt Caa>Klitiaals)
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I" = Q/[Cw x L]
H = 0.92 ft
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=8+2[0.92x3]=I3.5ft
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=(8+I3.5)/2x0.92=9.9ft2
Control Velocity, V = Q/A
=21.23W/9.9 ft2
= 2.1 ft/sec
92

--. ZO . 39Hd -1t11Q1 **
-M-EMO
To: Jeff Kopf, Inspections
From: Bryan Alston, Engineering
Subject: East Side Cafeteria
Date: 05111100
The City of W nston-Salem's Engineering Division has reviewed the starrnivater plan s ubn fitted by Jordan
Consultants, dated 8/17/99, for East Side Cafeteria. This site is located on the corner ofAdchson Avenue
and Fourteenth Street. Based upon ourreview of the attached plans, we hereby gave approval for the
release of the grading pen-nit,
Please note that this approval is for the.stormwater management plandesignonly and &Desnotreheve the
developer from conformance with the site plan requirements or conditions.
BA
PC: Jack Leonard, City Engineer
David Reed, Planning
Ronnie Vernon, Engineering
Eric Jordan, Jordan. Constltants
AUble;T Smith, Inspections
F0%Id'd LL909696 Oi T92E LEL 92:--S M ?1flr!d S-M AO A13 >JA 2-t7:ST OCR: TT AbIW
.w
0 ®0 7.7 7 , 2 'r ,,-i,
NDS ROU1
DWQ ID: CORPS ACTION ID: V ATER U)AUJ?''
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) Crn)
rn ?
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE: c? -
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER OUALITY
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
THE MILL SII#U/ VIA 6v jzovP pFd et at'4t 5-Avr I-
1. OWNER'S NAME: j02 to.7'/fIRD 57lxs- 7r 5v17a UZ
2. MAILING ADDRESS: WINZ71063- SALFMIJ. G - 27/o/
SUBDiVW19I4 NAME t "' A AvT y 1176 G AFE 7T Fg/,&
CITY: wlej STATE: 04 ZIP CODE: 2'1105
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): fVW0yE0 ('LOJECr I_0e.ATV C> o/-+ fN6? GcJEST 01PC
of I t*& e?7kseT j g*Twrem A0r_xSoJ Avs% 'It 145ty rvAcAwm7v"N9p13II .
3. TELEPHONE NUMBER:4WQM&) (WORK) $3& • $9(0 - 0777
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: 1, , 1: IZI G J v12DA4 i V p o F DOVE L opowoN*
S02 5 N• Pol of I5L vDWe- sal7r 2 2 5 - E
W1M S?z'N ` L?rtli 271010, FX it 3a& -1397& 0777
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE): w1W (DIV- '5vALEM kFAp ' 4?aAc>
COUNTY: - NEAREST TOWN: A.L:jp fNGGOlWo T??GI rg?u 6>
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, AANNDMARKS, ECT.) _o , Anac mEN7""p{,
6. IMPACTED OR NEAREST STREAM/RIVER: 4HYElt MSv r f'O aI a07' F g&- 4956,L
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES E] NO F YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO [--
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No

8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO "YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDIT NAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO LVJ IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: f' 4'. 2) 9. A.G .
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: Pops
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: 0/A
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 335 FT AFTER: I` A FT Sea' A-t AeA ?isNT MA
WIDTH BEFORE (based on normal high water contours): 7 FT
AVERAGE DEPTH BEFORE: . FT AFTER: W FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: -
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? S. 1 WHAT IS THE EXPECTED POND SURFACE AREA? ,r i /? SAD 1?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 1I DRAWINGS ONLY) "rtlw #O[.LGW%N Gj
s a 1./ST o M?Gff. F I p ,,,t f? c a v / ?. fit' N?j U/yi?T fo A'41'
alp As/t-' I l'c-ee 5. TfmAc,K. HOG., pOxrg Lj vvoxr 6ND Lk4&jkvp PjPAPf1r-0C4C-`7.
13. PURPOSE OF PROPOSED WORK: e5CIF A.-t7a?F4M?M
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
5tE ATT'A614mwp "Pt?"
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Np
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER -0.0
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
17. DOES THE PROJECT INVOLVE EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ? NO NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO ?
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 IN H EQUALS 100 FEET
OF THEIR EQUIVALENT. <jFr GOPY OF Acftoccd c e I,,= 5??-dI i? 7
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY Q
PRODUCT. N/,A,
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. N/A
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. [s fje LpSrp
(e) WHAT ISLAND USE OF SURROUNDING PROPERTY? him '&-TTA'GtFmwwT- "c-"
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? e.ir( Sp-WA elE
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROS 'M, j
OWNER'S/AGENT'S' NATURE DATE
(AGENT'S SIGNA RE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
ATTACHMENT "A"
STREAM HAPACTS
DAM FILL TOTAL L.F. PLUS RIP RAP = 125 L.F.
IMPOUNDMENT AREA L.F. = 210 L.F.
ATTACHMENT "B"
1 THE PURPOSE OF THE PROPOSED WORK IS TO BUILD A WELL NEEDED FAMILY ORIENTED CAFETERIA
(±15,000 S.F.) LOCATED WITHIN THE EAST WINSTON COMMUNITY. SAID PROJECT WILL PROVIDE
ECONOMIC GROWTH WITH REGARDS TO EMPLOYMENT (f 80 NEW JOBS), BANQUET/MEETING
FACILITIES, COMMUNITY ECONOMIC RE-INVESTMENT AND ENCOURAGE COMMERCIAL GROWTH
ALONG THE NEW WALKERTOWN RD. CORRIDOR
2 THIS PROJECT SHOULD PROCEED WITH THE PROPOSED DESIGN DUE TO THE FOLLOWING:
A THE POND IS DESIGNED FOR A LARGER WATERSHED THAT JUST THE IMMEDIATE SITE. THE
POND DESIGN WILL HAVE SHELVES BUILT IN FOR AQUATIC LIFE.
B. THE SITE CONFIGURATION, BUFFER SETBACK REQUIREMENTS, BUILDING SETBACKS AND
PARKING REQUIREMENTS DICTATED HOW THE PROJECT WOULD BE SITED AND DESIGNED.
C. IN CONJUNCTION WITH THE BEFORE MENTIONED ITEMS THE PROPOSED LOCATION OF THE
POND WILL PROVIDE AN AESTHETIC ELEMENT TO THE TOTAL PROJECT AND LESSEN THE
VISUAL IMPACT OF THE HARDSCAPE ITEMS OF THE SITE. THE PROPOSED LOCATION
WOULD ALSO ALLOW EASIER MONITORING OF THE POND.
D. BY LOCATING THE POND IN THE PROPOSED AREA WE WOULD LESSEN THE IMPACT ON THE
PERENNIAL STREAM LOCATED TO THE SOUTH OF THE PROPERTY BY DIVERTING 2/3 OF THE
STORM WATER RUNOFF TO THE POND VERSUS DIRECTING 100% OF THE RUNOFF TO THE
PERENNIAL STREAM.
E. THIS SITE IS THE ONLY AVAILABLE SITE WITHIN THIS COMMUNITY THAT WOULD SUIT THE
NEEDS OF THIS TYPE OF PROJECT.
ATTACHMENT 46c')')
1. PROPERTY LOCATED TO THE SOUTH, WEST, & NORTH IS ZONED RS-9 (SINGLE FAMILY). PROPERTY IS
ALSO USED FOR SINGLE FAMILY.
2. PROPERTY LOCATED TO THE EAST IS ZONED HB-S (HIGHWAY BUSINESS SPECIAL). PROPERTY USE IS
ALSO COMMERCIAL.
3. SUBJECT PROPERTY IS ZONED HB-S ALSO AND INTENDED USE IS COMMERCIAL.
CAN lle mium\14th stred\ATTACHMENTS.doc
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A
'PILL F- MS
P.O. Box 628
Waynesville, NC 28786
828-456-6712
& ASSOCIATES, P.C.
Drainage Pipe Sizing
Calculations
290 N. Haywood Square
Waynesville, NC 28786
Fax [phone]
E-Mail: [e-mail]
Calculated b
y: Sean Gleason, EIT
Date: July 19, 1999'-W 1
6
Project: Eric Jordan- East Side Cafeteria z==? ;
ProjectNo.: B16001.00
Checked by
Gary MacConnell, P.E.
Project Manager
NCESCPDM: Refers to the North Carolina Erosion and Sediment Control Planning and Design
Manual.
Given: C= 0.30 unimproved undeveloped urban site conditions
C= 0.98 pavement and buildings
i = 6.5 "/hr from NCESCPDM for 10 year storm
A) Flow calculations for 10-year peak flow for CI "F".
Q= CiA + Q
Calculate C-
A= .26 acre
Land Use
Grass Lawn
Area (Acres) Tabulated C
0.04 0.30
Pavement/Building 0.22
Weighted Avg. 0.26
Q= (0.88)(6.5 "/hr)(0.26 acre) + 3.97 cfs
0.98
0.88
Q= 5.46 cfs Pipe Dia. @ 1511 RCP
Min. pipe slope= 0.75% Design pipe slope at 2.07%
B) Flow calculations for 10-year peak flow for CI "E".
Q= CiA + Qcl,s„ A= .40 acre
Calculate C- Land Use Area (Acres) Tabulated C
Grass Lawn 0.08 0.30
PavementA3uilding 0.32 0.98
Weighted Avg. 0.40 0.84
Q= (0.84)(6.5 "/hr)(0.40 acre) + 5.46 cfs
Q= 7.64 cfs Pipe Dia. @ 1811 RCP
Min. pipe slope= 0.525% Design pipe slope at 4.46%
C) Flow calculations for 10-year peak flow for CI "D".
Q= CiA A= .27 acre
Calculate C- Lan Use Area (Acres) Tabulated C
Grass Lawn 0.04 0.30
Pavement/Building 0.23 0.98
Weighted Avg. 0.27 0.89
Q= (0.89)(6.5 "/hr)(0.27 acre)
Q= 1.56 cfs Pipe Dia. @ 1511 RCP
Min. pipe slopelo' Design pipe slope at 4.42°x.
"Mbo-7o
/. 30 / O
D) Flow calculations for 10-year peak flow for CI "C".
Q= CiA + Qcr m. A=. 14 acre
Calculate C- Land Use Area (Acres) Tabulated C
Grass Lawn 0.00 0.30
Pavement/Building 0.14 0.98
Weighted Avg. 0.14 0.98
Q= (0.98)(6.5 "/hr)(0.14 acre) + 1.56 cfs
Q= 2.45 cfs Pipe Dia. @ 15" RCP
Mm. pipe slope= 0.14% Design pipe slope at 1.07%
E) Flow calculations for 10-year peak flow for CI "B".
Q= CiA + Qcr +c. A-- 0.78 acre
Calculate C- Land Use Area (Acres) Tabulated C
Grass Lawn 0.09 0.30
Pavement/Building 0.40 0.98
Weighted Avg. 0.49 0.85
Q= (0.85)(6.5 "/hr)(0.49 acre) + 2.45 cfs
Q= 5.16 cfs Pipe Dia. @ 15" RCP
Mn. pipe slope= 0.63% Design pipe slope at 1.05%
F) Flow calculations for 10-year peak flow for DCI "A".
Q= CiA A= 0.90 acre
Calculate C- Land Use Area (Acres) Tabulated C
Grass Lawn 0.18 0.30
Pavement/Building 0.72 0.98
Weighted Avg. 0.90 0.84
Q= (0.84)(6.5 "/hr)(0.90 acre)
Q= 4.91 cfs Pipe Dia. Q 15" RCP
Mn. pipe slope= 0.57% Design pipe slope at 3.0%
EAST SIDE CAFETERIA
PROJECT NO.: B16001.00
PIPE OUTLET STRUCTURE: ED#1
( 4N v SEAL
17069
OUTLET PROTECTION, DISSIPATORS ???11'41
?'IacCO? a, i
DESIGN CRITERIA: yn+.++?+?'° 3
SEE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL (NCDEH&NR)
GIVEN:
PIPE DIAMETER 15 INCHES
TAILWATER DEPTH Ill INCHES
TAILWATER CONDITION (MIN OR MAX) MAX
FLOW QP 10, 24 4.91 C.F.S.
SLOPE 3 PERCENT
VELOCITY 4 F.P.S.
SOLUTION:
TAILWATER CONDITION MAXIMUM
APRON ENTRANCE WIDTH 3.75 FEET
APRON EXIT WIDTH 8 FEET
APRON LENGTH 16 FEET
RIPRAP SIZE 0.75 FEET
MAXIMUM STONE DIAMETER 1.125 FEET
APRON THICKNESS 1.69 FEET
EAST SIDE CAFETERIA
PROJECT NO.: 616001.00
PIPE OUTLET STRUCTURE: ED#2
OUTLET PROTECTION, DISSIPATORS
DESIGN CRITERIA:
SEAL
17069
on
SEE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL(NCDEH&NR)
GIVEN:
PIPE DIAMETER 15 INCHES
TAILWATER DEPTH 12 INCHES
TAILWATER CONDITION (MIN OR MAX) MAX
FLOW QP 10, 24 5.16 C.F.S.
SLOPE 1.05 PERCENT
VELOCITY 4.25 F.P.S.

SOLUTION:
TAILWATER CONDITION MAXIMUM
APRON ENTRANCE WIDTH 3.75 FEET
APRON EXIT WIDTH 9 FEET
APRON LENGTH 20 FEET
RIPRAP SIZE 0.75 FEET
MAXIMUM STONE DIAMETER 1.125 FEET
APRON THICKNESS 1.69 FEET
EAST SIDE CAFETERIA
PROJECT NO.: 616001.00
PIPE OUTLET STRUCTURE: ED#3
SEAL
11069
OUTLET PROTECTION DISSIPATORS ?F INC
'"pi's w..a.o° ?C ?• f7
9acCOF 31 q
DESIGN CRITERIA:
e*eeoress®ye ??
SEE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL(NCDEH&NR)
GIVEN:
PIPE DIAMETER
TAILWATER DEPTH
TAILWATER CONDITION (MIN OR MAX)
FLOW QP 10, 24
SLOPE
VELOCITY
'SOLUTION:
TAILWATER CONDITION
APRON ENTRANCE WIDTH
APRON EXIT WIDTH
APRON LENGTH
RIPRAP SIZE
MAXIMUM STONE DIAMETER
APRON THICKNESS
15 INCHES
fi INCHES
MIN
7.64 C.F.S.
4.46 PERCENT
10.4 F.P.S.
MINIMUM
3.75 FEET
25 FEET
24 FEET
1 FEET
1.5 FEET
2.25 FEET
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STORMwATER MANAGEMENT CALCULATIONS
71IENT. Eric Jordan
?ROJECT: East Side Cafeteria
dwCONNELL & ASSOCIATES, P.C. PROJECT NO.: B16001.00
lDranw Area
deve ent I0.7 ?W..feet/secard
Peak Rm>-Off Rate, g (post-development 18.85 cubic feet/second
cakuh0d By. SPG
Credted W. GSM
Oak: 7-2&99
Parameter Value Ueiis l?RAni I That Pro-Developmeat Post Devebpaseat
DATA Run-Off Rua-Off
A 5.47 acres
Peak Run mad-) I c%&c eet/se-nd cubic eet/se
-OffRate
Lad Use 1 Area 5.47 acres
land Use i SCS CN 60 n/a (woodland, poor cover)
Weighted CN (pre-development) 60 n/a
Lmd Use I Area 0.96 ages
Lad Use 1 SCS CN 98 n/a ement
Lad Use 2 Area 0.51 acres
Lad Use 2 SCS CN 90 n/a commercial
Lad Use 3 Area 4 acres
Lad Use 3 SCS CN 60 n/a cover=>75%
We4ftW CN (post-development) 69 Iva
Rainfall Data Location winstar-Salem n/a
Design Storm Return Period 10 WINS
Storm Duration 6 }mars
Rainfall trammity, i O.7t i>ahes/hota
Preci itntica Depth, P 4.26 inches
UWMAC Soil S , S 6.67 inches
Run-Off Depth, • 0.89 inches
Volume Under Des' H V 17728 cubic feet
Time to Hydrograph Peak, T 20 mimnes
Ultimate Soil Storage, S 4.40 inches
R--OffDcpth, a 1.47 inches
Volume Under Design H V 29186 cubic feet
Time to H T 19 mfiutm
t =1.25TP
Design Hydrographs for the Ten-Year Storm (Pre- & Post-Development Conditions)
20

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MacConnel & Associates, P.C.
0 i 0 0
1 0.0667538159 0.1346I959115 1
2 02653494425 0.53463275518
3 0.5908309859 1.18861251946
4 1.0350761526 2.0778769766
6 2.2328262785 4.45465172846
5 1.5869989389 3.17702296107
6 2.2328262785 4.45465172846
7 19564417456 5.87426590744
8 3.7397877349 7.39531210166
9 4.5633160844 8.97433935796
10 5.406475893 10.5662404077
11 6.2482263628 12.125540223
12 7.0675618654 13.607695079
13 7.8440361311 14.9703650116
14 8.5582724795 16.1746233218
15 9.1924473585 17.1860685748
16 9.7307351258 17.9758073285
17 10.159702973 18.5212795173
18 10.468646137 18.8069029147
19 10.649855035 18.8245182624
20 10.698807654 18.5736223516
21 10.614282395 18.0613823983
22 10.398388561 173024313006
23 10.056513718 16.3184496288
24 9.5971892481 15.2386837258
25 9.0448666832 14.2081288724
26 8.4719486832 13.2472679193
27 7.9353203319 12.3513876389
28 7.4326829782 11.5160935474
29 6.9618835716 10.7372883492
30 6.5209054398 10.011151839
31 6.10785965 9.33412216228
32 5.7209769178 8.70287834422
33 5.3586000283 8.11432399936
34 5.0191767379 7.56557214318
35 4.7012531245 7.05393103089
36 4.4034673603 6.57689095375
37 4.1245438778 613211192854
38 3.8632879067 5.71741221932
39 3.618580355 5.33075763563
40 3.3893730165 4.97025155434
41 3.1746840799 4.63412561627
42, 2.9735939237 4.32073105205
43 2.7852411769 4.02853059456
44 2.6088190294 3.75609093827
45 2.4435717155 3.5020757086
46 2.2887915777 3.2652389067
47 2.1438154339 3.04441879759
48 2.0080223378 2.83853221156
49 1.8808306187 2.64656923103
50 1.7616954502 2.46758823667
51 1.6501065159 2.30071128854
52 1.5455858239 2.14511981965
53 1.4476856591 2.00005062068
54 13559866654 1.86479209629
55 1.2700960497 1.7386807746
56 1.1896458989 1.62109805268
57 1.1142916043 1.51146716223
58 1.0437103851 1.40925034036
59 0.9775999064 131394619178
60 0.9156769834 1.22508722932
61 0.8576763689 1.14223758083
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NTS
CRRERIA FES(?t FESj1 #3 FES1'4
TALWAI CONDITION MAX MAX M MAX
ROY OP 10A11Cf.t) 4.81 5.16 7.64 11.0
ENTRANCE WIDTH (FEET) 3,75 3.75 3.75 3
EXIT WIDTH FE 6 9 5 11
STABLFZER LENGTH 16 20 24 26
RWRAP SIIF FED 0,75 .75 1.0 1.0
MAX, DUMEIER (FEET) 1,1 S 1516 LS T5
iFB. THICRNFSS (FEEf1 1,69 I.BD 2.25
Ex0tn9 reed ends
PIPE SCHEDULE
,Win 119E O11RII
FEET TYPE FEET SLTC DIAMETER PIPE DID
a r 631.10' CRIB Rim C1 9 6150' CURB ow 136' 2,07111 Hr RCP 5.46
d C 522.00' CURB INLET rn#3 641.50' TIMED END 56' 4.168 It RCP .64
00 645.30' CURB MET d C 644.60' CURB INLET Be' 4.42R 1E RCP 1.36
a C 544D0' CURB NIET d 642.00 CURB SAM 156' 1.071f Ir RCP 2+5
C B 541,50' CURB NIEr 1 641.00' FIARN END 76' 1.055 1 RCP 5.16
0 A 511.40' NR5 NLR Pistilli 640406 FLARED END 20' 3.07 it RCP 4.81
GENERAL NOTE5t GRADING NOTE51
1. NOTE TOPOGRAPHIC INFORMATION TAKEN FROM CRY/COUNTY THE CONTRACTOR IS RESroN5aLC FOR LOCATING ALL EXISTING
TOPOGRAPIC MAPS. R 15 THE OPINION Or TKE LANDSCAPE ARCHITECT
THAT THE ORIGINAL GRADES AT THIS SITE HAVE BEEN ALTERED (FI
LED) UIUTES Molt TO ANY START Or CON6TRUGIKK THE CONTRACTOR
L
N AND AROUND THE AREAS or THE SEWER EASEMENT AND/OR SMALL ALSO VERIFY ME LOCATION AND WERT ELEVATION Or ALL

THE STREAM BED. L1DrRGROLTD UTILITIES. AND VERIFY PROPERTY CORNERS BEFORE

2, 5LBXCT SITE 70 BE SERVED BY PUBLIC WATER AND PUBLIC ANY CONSTRUCTION B BEGUN.
SANTARY SEWER 2. UUCRGROUq UTILITIES CLrV. SHOTS AT ALL SEWER MAf10LM/STORM
2'25 MAMOLES AND BOUNDARY LINES TAKEN FROM 5URVCY BY MCANALLT LAND
3. TOTAL DISTURBED GRADED AREA../- 169.664 of. 5UtVCYNC P.C. 666 W. 4TH ST.,W/S. NCm. B C336) 631-9605.
3.90 AC ./- Dated May 7. 1999. JOB NO. S-420
BENCH MARK 15 LOCATED AT THE INTERSECTION or ADDISON AVE. AND 14TH STREET 4, ALL LANDSCAPE PLANT MATERIALS SHALL MET LOCAL LANDSCAPE
SAID BENCH MARK 15 A BOLT DRIVEN INTO THE rAVCMENT. ORDINANCES. 3. THE CONTRACTOR SHOULD NOTrY Mr LANDSCAPE ARCHITECT FOR
5. NOTE ALL AREAS BY COORDINATES BY LAND SURVEYOR A REVEW SHOULD DISCREPANCIES Of DISCOVERED AT MC SITE OR
ON MC DRAWING.
MX TOP "3" DILL, Cl 'A' D6L A/5P•11 G. THIS PROPERTY 15 SUBJECT TO ANY CASEMENTS. AGREEMENTS
NV a77..09 Gete Lev • 6403 OR RIGHT-oF-WAYS OF RECORD. IF ANY, PRIOR TO THE DATE /, GRADING CONTRACTOR TO VERIFY EXISTING CONTOURS/C%IS1NG
SHELF 677.62 Mau! •6114 Of TM$ RAT AND WHICH WERE NOT VISIBLE AT IME TIME ELEVATIONS PRIOR TO ANY GRADING ON THI6 SITE.
Of INSPECTION BY LAND SURVEYOR. DECLARATION 15 MADE 5. ALL SPOT ELEVATIONS PROPOSED ARE ESTIMATED AND MAY VARY
1 TO ORIGINAL PUtCMASLR OF MC SURVEY. IT 15 NOT N ACTUAL FIELD CONDITIONS.
FE.b.p Dot. C/SP-12 Wolter C. Noll TRANSFERABLE TO ADDITIONAL OWNERS OR INSTITUTIONS.
I Tax Lot 39 rap hr. • 64t4 DB. 1630, Pg. 3116 ew 7. TAX BLOCK NO.. 3194 LOTS 102. 106 and 6. EARTHWORK SHALL at 10 MC LINES AND GRADES SHOWN PROW-
Block 3194 k, Eby. • 6404 ROLLING AND COMPACTION TEST SMALL BE ACCOMPLISHED N MC
Zoning RS-9 --? PART Or 105 fIELD TO TEST ALL AREAS THE owmrR SMALL RETAIN THE SERVICES
_ 6. DECD BOOK 1570 PAGE NO. 0200 and Of A PRIVATE TESTING COMPANY 10 TEST ALL AREAS.
I ~ TOx I I \,_, DEED BOOK 923 PAGE N0. 91 7, THE GRADING CONTRACTOR SMALL PROOr-ROLL Mr GRADED AREA
W Tax Lot 4G Lot Tox Tax
James E Sims lil / 9. WWSTON TOWNSHIP. rORSYTM COUNTY
A/Wife Odessa Block 3194 WITH MEAYY-PKLMAiC EQUIPMENT. ALL SOFT SPOTS SHALL BE
158 Lot Tax UNDERCUT AND RECOPACTED WITH SUITABLE STRUCTURAL FILL
DB. 1938, Pg. 1835 I __ I 168 1?1 Lot / iox wL 10. DLLDRAG 6EIDACN
I _ B / To. ?- RroutrrsNrb roR NO 2otR. MATERIAL.
".f ?p,-13 / 188 Lot
Tax Lot 44 5 SHOWN ARE M5M GRADE ELEVATION. THE
Block 3194 Z + Tr" Prot dot 5 13 198 tot /lox , CD TOC .D Arent yrd wtwtt
to' S. ALL NEW ELEVATION
I Q r yr/ . y.d . 40'
Zoning RS-9 (n y O Frank P. McLourin 0 r,. 2DB l°R wV °60'6 NPR! Atwv/wr yre erMt«L • 40 CONTRACTOR SMALL DEDUCT THE FOLLOWING Fat-SLBGRAD[ ELEVATION-
0 ul A/IWfe Mary T. V ,p l 20' tyy4 6 0 / 218 641.90 BUILDING FLOOR - SCE ARCHITECT FLANSL PAVEKHT/ASMALT - 6' or IPF DB. 1039, Pg 172 eut /
r rd 11 I /art'\ q? Nv ro Winston-Salem Presbytery f0y CONCRETE PAVEMENT (OUTST[R PAD + APRON) - 0'
Q uM rLIP e7.71 I l Tor, \ SIDEWALKS • 45 lUtf AREA • 4'.
Nv 672.64 Tax Fof 41 n 1 3ro3• L f . 1 . U( Tax Lot 23-D
SHEV 83 / 7lonjngl R -91 91 III .? i 23 664 Block 3194 9. THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION THAT
i -Fronk Mclourin ?• I ri i I 1 Ilk JD 194'" 1% Zoning RS-9 NT[ItFCR[ 1NM NEW CON5111C110N REMOVE D[Gl5 FROM SIi[
I A/YJife MLau r .1 l DY HAULING OR 01.111M N ACCORDANCE WITH LOCAL LAWS THE
I 1 'f M y 73 JOmPs')E Ildr?, •.? . ),, 'I ', K °
9. g T9.1?8 Q?60 DB/ 1186, ;P y6?01 1W \ '•? ` J /. `` St Paul United Methooist Church PEM PERMITS. SOR SMALL BC RCbrON5l11[ FOR OBTAINING NECESSARY
Tax
64 ti??nxn^yoFR4?9 I i ;: 93 ! ` - _ ryw Tax Lot 101
Biack,3194 i j 77T
feel 1)0.11' I 1 \ \ .'? - e" Block 3194 10. TOFSOL SHALL BE STRPFED TO A DEPTH AS REQUIRED AND
Zbnin? R5=9 1 _ _ I Zoni
\ \ -9 STOCKPILED AS DROTED BY THE LANDSCAPE ARCHITECT.
ng RS
I x l r ,? TAt I Y I i 1 1` 4v
RBI. 4 - \ 11. ALL AREAS NOT COVERED BY BUILDING AND PAVEMENT MAY
i 1

City of Winston-Salem, d
Tax La 1038 toSwU1
loCk 831
Zoning IP
6464 ?D?
MK TOP 6".4
NV
5 2 8 SHEU, 49.61
I
0
8,25 SHELF 452.02
r
FOURTEENTH ST
T MH too
1
43
REE
DUVALL
'
- I Nv 45.
`ti[X.`itgs •
` = .
7
4
'1\ \.
E6
15
EASEMENT 8
VC PIPE
ft; to Rymn
? 1
\\
-MIN T
JR D 34i
\\) ',1! I\ \: `? 1 TOP 634.. 1 111
Y 120.10
ti M
/ ?_.? flerfice-E''fyosSX ? 1 ? ` excel
I DB"1833"PC.338S Ceortje A.WIth rspoan //ylB?l^ro 45
'-Tax lot 79 O DB, 716 PC. 260 31- , v Zon,k, R 9 \i
L Block 2458 N I Tax Lot 80 1
Zoning RS-9 Block 2458 BBUV. yyy0
- _JI Zoning RS-9
Slater Pork ®ri 5048.6.02 Dot. C/bP-11
PHA 5E II TRACT II 64:5
$eCt100 2 41.0
eNv. • 6DA
PB. 'i7, Pg, 132 c3 is,
PHA5E I / TRACT I Grate ?N•
M. X•64
2.1
M. "t •641
LEGEND
Irf Iron Pipe round xrMR Electrical Transformer CM Chard Exlstin B' sanitary
RF Iron Rod found 6ewar ene w/manhole
PT Computed Point R Radius ,_O,_ Proposed Sam Cry
,M, newer line WIMLOle

P
Iron Placed
1

l

en h of Curve
Bt _

Existin
8' water lines
r/L P
t ? Pr
d
t
t g
roper
y Line • opose
vege
a
ion AU Aerial Utility - P
d
t

G/L
Canterlne
E
t ropose
wa
er lines
xis
ing contours
GM
Conc. Monument
Exi
ti
t
Er Edge of Paving
Proposed contours
[x. fire Hydrant s
ng s
ream
Proposed structure
R/W Right-of-Way _x3c_ Existing Storm draWage
w/curb Nlet or dr0 Wet
?a3e
Proposed spot elevation
f0 race of Curb Proposed storm drainage
w/curb inlet or drop inlet
BC
Bottom of curb elevation
RECEIVE TOPSOL AND DE GU55CO OR RANTED N ACCORDANCE
asp 1 ` WITH THE PLANTING RAN.
- xI i Cl L' Det. A/ -11 12. TRY TON' 15. Of FILL SMALL BE COMAGWD 70 96R Or MAX"
\ ' 4 1 I frets rev, • 632.3 DRY DENSITY BY MC STANDARD PROCTOR METHOD ASTM D-696.
eeL ?., 640 nv. aul - e+e.3 ALL OTHER FU SMALL Be COFA07ED TO 95Z MAX" DRY
b. 3. d. 4T. A dq4 s ?u 1 DENSITY.
Fc 1' 1 13. ALL FILL MATERIAL SHALL BE FROM A 50L.RCE APPROVED BY THE
I I ei
?.
CAFE RIA
RaOn r.r,: e s I
alt. C arr l As nD i
OU.e ?-11 '031
? I
bas tBr
a ?.SCRViCr DavE .. e
\ A'
eo
i A - 4a
,, ?? -ee hoY. at• 11
D
To. O. Lot 20TH-644 N f ,
Block 2450 INV'524.77
oning RS-9 SHEt1 01 .40
Aegis Family Hoolth Ce7ters TESTING COMPANY AND SHALL PE FREE OF ROOTS, ORGANC5 AND
w ENV "1.°

r ?as7.39 '
DB 1896 Pg 1509
BOULDERS LARGER THAN 1 CAM FOOT. FILL SMALL BE PLACED N
Tax Lot 103-A 6' LIFTS COMPACTED AS SPECIFIED.
vv T $M 05e.9e Block 3194 14. ALL EXISTING SLOPES STEEPER THAN 4.1 THAT WILL RECEIVE FILL
I Zoning HB-S SMALL BE ROWED AND SCARRED 50 THAT NEW FILL WILL BOND
WITH ME CM5TNG SURFACE.
DIP NV 851.41 15. ALL EXCAVATION SHALL BC 'CLASSIFIED EXCAVATION' Olt 'ROCK
W TOC 537.50 EXCAVATION% COMMON EXCAVATION SHALL INCLUDE ALL MATERIALS
g THAT CAN BE RIPPED. BOULDERS AND ALL OTHER MATERIALS THAT
Uq DO NOT FALL N THE CATEGORY Of ROCK EXCAVATIOM, ROCK
1111 Chad - S 22'-06'-50" E 202.30' EXCAVATION SMALL DE MATERIALS WHICH CANNOT BE REMOVED BY
".6u4 - 530.00' MEANS OTHEIR THAN BY BLASTING Olt WITH AR HAMMERS

W
Are Length - 203.55- .
14'a
1
` Dot. • 22'-DO'-206 16. THE GRADING CONTRACTOR SHALL CONFORM TO CLEVATION AND
g 5' Cie std. DIMENSIONS SHOWN WITHIN A TOLERANCE Of PLUS OR MINUS 0.10 /CCr.

6 canc. r rNiAI GRADED SURFACE UNDER BUILDING % AD SMALL be "TARN A
TO
E
'
'
660
Ixv
8 04
O
c1 '1• s . / - 1
1 RANCE OF 3/6
L
WHEN MEASURED WIT" A lo
STRAIGHT EDGE,
11 .:
T etaw Gste Cis, - 641.5 17• THE GRADING CONTRACTOR SHALL MAINTAIN P0511M DRAIUGL AWAY
' N /-
/ Y
3r. ply
u'su Mv. • WOO
-
Ill. in
. b/IA > - ^
7, „1i'

\\

nv. out • 644.0 FOURTEENTH STREET ALL \
W
CON57RUC7ION SCHEDULE 16' EASEMENT e' VC PIPE ?. _ `
1. ONIM FLY APPROVAL AID OTHER AMMCAME Mali MH lop
i. MAO TIME WORM AREA 10 " OLCARCD AND CRADLG.
S HOD McGdlsEnter" CONFERENCE. INV 619."
snlU 610.76
e. NCY CHOUG" Of 7Y SITE 10 ALLOW N61ALLAVION r GRAVM OOMSTRUCTIOI VNIRAM(E. '
YT WICC. ROEN AND GRAVEL OVTLCS AND MOMENT TRAP6. \
\
S. M61ALL MA61ab UbTC0 N 4 A60VE. \
4. 0014191[ CLEARING, "LAND AND CRAaa OPER ATION$.
7. INSTALL WOMONS TO MOMENT TRAPS,
64
6W

6. INSTALL STORK DAAVAGC RCS AND STRUOIUIC6. 0
O
it INSTALL KEY AND CUTLET PROTECTION 10 WORN DRYOC! STRUCTURES.

10. N61ALL WAICK AND Gem IW6. Cl E' Dot. d/Sr-11
H. N61AL1 OTHER HDCROROL D L MTCN Le. 1LCCTMC. CAS. TELEPHONE AND CABLE TV Grate rev. - 8344
.
12. NSTA41 WRe AND 6UTT13L NXWAUL DAM AND n1VW_ in, n • 628.3
13, ALL 9106M AND SCDKNT CONTROL PRACT096 AEL PC 1146MECIE0 WIZEMY AND ArTER hr. wL .826.0
SWALE HINTS. MEpeD REPASS, WILL Be MADE IMEDMIOY.
14. COMPLETE ST"[PATDR OF ALL DMTIImeD AREAS.
e. AMR RTC 15 SiAKRED. REMOVE ALL THPOWIT MEASURES, AND INSTALL KWONMT rC.S.i3 Det. r/SP-12
VEGETATION ON THE NSTUMD YEAS. op :
I
C

14. 96YMTE'D M Wage FINAL 5TAKIZATICa - 4 MONTHS. -
e
. 8144
M. n • 631,36 FROM N.LONG Al ALL TINES, CONTRACTOR SMALL DMG TO THE
M, out - 631.20 ATTENTION OF THE LANDSCAPE ARl41IT[0 ANY AREAS THAT MAY
NOT GRAN FROPERLY DURING CONSTRUCTION.
TWO mNNAOE EASEMENT 16. GRADING CONTRACTOR SHALL INCLUDE N THE COST ALL OUT/rLL
NECESSARY (Olt EARTHWORK BALANCE, CONTRACTOR SMALL
INCLUDE N COST ALL W[TTNG/DRTNG Or THE SOL NECESSARY TO
/ ACHIEVE COMPACTION PER SPECIFCATION$.
rRC xro 14 THE SEQUENCE OF WORK SHALL CONFORM TO THE CONSTRUCTION
3' \HY SCHEDULE SHOWN ON INS PLAN.
\
-
yµgs 20. PROPOSED CUt6 AND TROP (LETS TO HAVE APPROVED 5LT
\ SARRER AROUND IT utim CONSTRUCTION FO COMPLETE.
21. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE
CONSTRUCTION DOCUMENTS AND SHALL AT ONCE REPORT TO THE
• 535.5 +/ \ LANDSCAPE ARCHITECT ANY INCONSISTENCIES OR OM551ONS
f--! ! DISCOVERED.
' Jr. 22. THE PROPERTY LINE SNAIL SERVE AS THE LMT OF CONSTRUCTION
LEY ON MS PRoxci UKC56 OTHERWISE NEGATED DT A GRADED
?x %P? LIMITS LINE OR CONSTRUCTION LMT LINE ON MAN.
23.
?
n
\ NOT[ TOPOGRAPHIC WOKMATION TAKEN FROM CITY/COUNTY
eN
t
J, TOPOGAPIC MAPS, IT 5 THE OPINION OF THE LANDSCAPE ARCHITECT
THAT THE OMGNAL GRAD
it
,NI
\ ?\ s \ ES AT THIS SITE HAVE BEEN ALTERED (FLIED)
N AND AROUND THE AREAS Or THE SEWER EAsETYNT AND/olt
Inc sTREAM aCD.
''to it At 24. BENCH MARK IS LOCATED AT The INTERSECTION OF ADDISON
j0P,DAN
CONSULTANT
Landscape Archltectur,
Lend Development
Land Planning
6025 North Pont ONd.
NA. 226
W14bION-bALCM NO 27100
TEL. C330) 694-0777
PAX C3303 6-44-0575
Sell: -
+ e- vosey? .
R
• ?uo
r . ?•r .P /gyp
?NN ?•'I'//
CeaW1YU r
Consultsal
P"1elN 11-
EAST SIDE GArETCRIA
rCTITIONER + PROPERTY OWNER-
The MNlennlum Group
Development. LLG
102 W. 3rd Street
Su1te 522
Winston-Salem. NC 27101
Tal.1 336-725-9428
<rax) 336-721-1176
aNl IRS:
GRADING +
STORM DRAINAGE PLAN
Issue Dow:
8-17-99
Rodeloal
\ ?'L3 Ce rI? \ AVE. AND 14TH STRCCT, SAID BENCH MARK Is A DOLT DRIVEN Pr.).d 11-6a:
\h INTO THE rAVEMCHT. 990517
0 1•
1 620 •ij'to 6 ALsd Number:
City Of W/$ IC
D8. 972, Pg. 91\ `•+? '1
Part T0x Lai 105
Block 3194 0 50 100 150
Zoning RS-9 Ybweslra-cion-4..t a 1.p hid
y? N P•NN 1 I-la co,".. Ag1vA•W . - or
JF Or ea- Mrup too N. w W F*d b4M ouiox u..
el Ua. O.IWx.K Ymm b sNelel INdMhN
-30' Type 1 D+Neryrd w q I. wiw M NRI .6.
"IS"PAE 0280 5CALEt 1•= 50'-0'
V
3
V
N
O
VJ
z
0
l'0
t-
0
n
r
C
CP
rj?l
T-
oZ
N
o ?
c
W ?^^ SAC
Q 00
"Site" @r
I James E. Sims Ld Lot I Tax r ue 4. VINSTON TOWNSHIP, FORSYTH COUNTY WITH NCAvY-I'KlW1TC CDtRKNf. ALL SOFT SPOTS SHALL DC r•
I+I Tax Lot 40 f( Tax 31°II CAA
D
A fe Odessa 15B Lot / To. ` 10. BUILDING SETBACK UNDERCUT AND RCCOHPACICD WITH SLIIADLC STRUCTURAL FILL o4' tW.......
o Block 3194 Lot REOUt[MEms FOR He tow. !
DB. 1938, Pg. 1835 N W 168 178 Lot Tox Tax 14 MATERIAL. r''.'
I Tax Lot 44 Z _ Iiyo-. t t / rraN yrd NtmI • +o' 1
- •--= a0 ' „' 18B Lo i Lot /T ox ce T. .a err yrd xtb-k 10 D. All NEW [ICYAlION5 SHOWN ARC FNSN GRAM ELEVATION. MC S Ile 1i
Black 3194 2 4 at. -u kw ;"t 198 20B Lot wv Deals BLc st-16W yd 54t"a • w' CONTRACTOR SNAIL DEDUCT THE FOUOWNG FOR "GUM ELEVATION- O 1
I I / /
Zoning RS-9 I 0 V o Frank P. McLourln / 21B/Part \ DL60NG FLOOR - SEC ARCHITECT PLANS= PAVELCMT/ASMIALT- W or Y y;r
A/Wife Mary T. 10 0 9W 064 90 101 CONCRETE PAVEMENT (DUF5TCR PAD 4 APRON) - 6' ?...
PF v Nv L7o Winston-Salem Presbytery 1111 •h?
'''???'''111 O NN rw e75.7s DB. 1039, Pg. 172 \ Tab \ it Tax Lot 23-D SIDEWALKS - 4.1 TURF AREA - P.
Q SHELF 87 /Tax ng; 4I 1 I , n • I t n ioT `\ \ 230' I 1 w1 Block 3194 q MC CONTRACTOR SMALL REMOVE ALL TREES AND VEGETATION THAT
SITE CoRWIuU
/r'1Frank McLourin I Z6njnglR 79j I j 'w I II I 1 I Ipr?k 3194''. 1 Zoning RS-9 INTERFERE WITH NEW CONSTUCTION REMOVE DEBRIS FROM
•i-1-1 I I ND i I DY MAULING OR d-RN N ACCOIROANCC WITH LOCAL LAWS. THE
A/Wife Mary 1 amjs E ;B Ildrd " 1 - - CONTRACTOR SMALL Or RESPONSIBLE FOR OBTAINING NECESSARY
j 919; 2g 73 DB; 1186 11 . '?6?01 i 1\ 11 ?\ t 1 St, Paul Unlld Malhodl°t Church PERMITS.
Tox ot?8 _T6x Lot 4? I I m 1 l \? `, ?\ _ X05 p. Tax Lot ROM 10. TOPSOIL SMALL K STRAPPED TO A DEPTH AS ]REQUIRED AND
Black.)194 mn R 9 - \ Block 3194
mina R$- 9 -?/ _ ge•-?-00 ?F 5 1A°,1 I I I 11 \ 'v Zoning RS-9 STOCRPCCD AS ORCT[D BY THE LANDSCAPE ARCHITECT.
,- T ^, y •? ba _ I I IL, \' Il 4+ '\ 11. ALL AREAS NOT OOvrRED BY BRONG AND PAVEMENT MAY
' / '-' j ! I `'1 y• \ RCCCNC TOPSOIL AND EE GRASSED GR PLANTED N ACCORDANCE
I ?" \, p1K? I 'Ir J li
I ?
City of Winston-Salem, d !/jl
Tax Lot 1038
lock 831
stoning IP
NN )
I
1SMHVFU
NH TOP 850.42
INV 555.25
SHELF 859.02
#FOURTEENTH STREET WTFALL
16' EASEMENT 8• VC PIPE Al
rl ARrn Mr, Emil- 1c.C.:V TV ...0-0%
CRITERIA FES#I FES12 ES13 FES14
L I-t iTfIQR M" MAX MIN IWf
)VIGN FLOW OP IOJ4 (c.r.6) 4.91 5.18 7.54 11.0
ENTRANCE WIDTH (FEET) 3.75 3.75 3.75 3
EXIT WIDTH FEET a 9 25 112
STABILIZER LENGTH 16 20 24 28
1p - RE FEET
2
7 0.75 .75 1.0 1.0
U
4ETEA (FE
3 1.125 1.125 1.5 1.5
STAB. THICKNESS (FEET) 1.89 1.89 2.25 2.25
PIPE SCHEDULE
PRA
- INVERY our
FEET TYPE OUTLU INVERT
FEET TYPE UENCIN
FEET SLOPE
3
" PIPE
MATERIAL ono
Us

0I
$31.W
CURB INILET
d
21.50'
CURII NET
136'
2.07%
It
RCP -
545
0 E 12200' CURB 04D Re 3 519.50' ILATO END $4' I.IeR If ACP 7.64
0 0 51630' CURB NLA 0 C $44.50' CURB INLET BE' 4A2111 If NCP 1.55
CI C 614.00' CURB NLET 09 $42.00' CURB INLET lee' 1,0712 I RCP 2.45
d 1 $41.W CURB INLET R 2 $4140' FLARED END 7a' 1.0512 I RCP 516
Cl A 641,10' CURB IN ET FTSEI II0e0' HIRED ENO 20' 3.01 If RCP 4.91
BENCH MARK IS LOCATED AT THE
NTERSCOTION OP ADDISON AVE. AND
i
[.Ntnp rad n66 { 14TH STREET SAID DENCH MARK 15 A
VCINITY M I ut'r I DOLT DRIVEN INTO THE PAVEMENT.
M
CL 'A' Dot. A/W-11
NN TOP 66112
INV 677.01 .
Grete Elev. • 046.3
SHELF 877.62 M, we • 641.4
I
L C/6P-17
Tax Lot 39 3
I I Block 3194 A
T
Tox
-- IIfIF
•
eW
to R.e
ty oe .• I \ (?; , ?R/ ice.
IINV Tov'47
\ ?\
u

\
W Iti'Lon

I ),
d w
vV?

\\';\r
)
TOP 4134
v e2e.N
'52
29`
TIT
?IonkeE'Cr?eYY. ?.;•_-_ '•.
DB."1833"R6.a3851 2 Gaorge A. th rspoon ox2gt`
Idt 8458
t
Tox Lot 79 Ott 08. 716 PG. 260
Block 2458 N ITax Lot 80 Zoni
' R
_
Zoning ROa Block 2458 ELEV,i
Q g Zoning RS-9
Slater Pork fE.S.I4 Pat.
PHA5E II / TRACT II Tap I2
Sactlon 2 I 62
Wv.. I.V. v. • e2.
PB, 17, Pg. 132
PHASE I / TRACT I
II I`,`

Y3 ,
7/' co-x?rl
!M?
DS. 209. 8A"LCP ?F -
I ax
ax Lot 20 la esA 1; _,r , ?•I
Block 2458 NV' 2
Zoning RS-9 SHE
h V`y` r
6v.a•OI2A
hY. out • a1.e
r
LEGEND
Irr Pon Pipe found XFMR Electrical Transformer
CM
Chard Existing S' sanitary
IRE Ton Rod round
PT
Computed Paint
R
Radius
..o-, sewer the */manhole
ropose semted ryy
/
R
li
le
Existin
treeime sewer
ne w
man
o
IF Iron Flaced P + g L Length of Curve
.,.
Existing 8' water lines
F/L Property Line •• Proposed vegetation
AU Aerial Utility - Proposed water knee
C/L Centerline Exlbting contours
CM one. Movement - Ex1atIn stream
Cis Edge of leaving Proposed contours
Ex. Fire Hydrant
Proposed structure
R/W Right-of-Way _x)=: Existing storm drainage
w/cur inlet a rop inlet
+jHo5
Proposed spot elevation
FC Face of Curb ,.g Proposed storm drainage
w/curb Inlet or dr at BC Bottom of curb elevation
Apls Famlly Health Centers S
It- COMPANY AID SMALL - FREE OP ROOTS GR AN) le HAYWOOD MAK. -dTvuE W Be?"
1 a INv 651.11
31 DB 1896 Pg 1509
e5r
tD
\ BC4.LDERS LARGER THAN I CLOIC FOOT. FILL SHALL BE PLACED N POST arTla Pox 624 WAMeIWUE Nd 267"
.
?
,1656
6' LIFTS COMPACTED A6 5PE[6'1CD. ttU Ne/AIM-1712 PAX, ne/464-1713
YH TOP Arse

4rv 659'16
8 Tax Lot 103-A
Block 3194
Zoning HB-S 14, ALL EXISTING SLOPES STEEPER THAN 4a THAT WILL RECEIVE FILL

SMALL BE PLOWED AND 5CAdfED 50 THAT NEW FILL WILL BOND
WCJItl
?l
I WITH THE EXISTING SURFACE. ?
IF
ex '
'
' SEAL

11 CO inv 851 .43
TOC 65750 15. ROCK
OR
ALL EXCAVATION SMALL K
UASS?KD EXCAVATION
EXCAVATION% COMMON EXCAVATION SHALL INCLUDE ALL MATERIALS 17099
P
11 THAT CAN BE RIPPED. BOULDERS. AND ALL OTHER MATERIALS THAT
S
WR
15 00 NOT FALL N THE CATEGORY OF ROCK EXCAVATION. ROCS '
\L8 Chad • S 22'-08'-50• E 202.30' EXCAVATION SHALL BE MATERIALS WHICH CANNOT DE REMOVED BY
'-1 Rodlw • 530.00'

' MEANS OTHER THAN BY BLASTING OR WITH AR HAMMERS.
Project Iml:
11
965: Arc Lw9D • 703.55
1 Dal. • 22'-W-20' Ir.- THE CRADNG CONTRACTOR SHALL CONFORM TO ELEVATION AND CAST SIDE CAFETERIA
`
Tl '*'S' GIt dd
. DIMENSION5 SHOWN WAIN A TOLERANCE Of PLUS OR 1105 0.10 FEET.
caM
sa rNAI GRADED SURFACE UNDER 6UlDNG SLAM SNAIL Of WITHIN A
N
We•'0 ,
04
C NV 840
CL T' Dot. A/N-11 TOLERANCE OF 3/6' WHEN MEASURED WITH A 10' STRAGMT EDGE PETITIONER + PROPERTY OWII
q i .
541
4 M
• 541
G
t
5 17. THE GRADING CONTRACTOR SHALL MAINTAIN FO5117VC DRAINAGE AWAY The Millennium Croup
F . V.
.
ra
e
I
in OANC
n
M. •611.39 FROM BUILDING AT ALL TIMES CONTRACTOR SMALL BRING TO THE Ma l ELL LLC
G LWY. • 0•a.Y
n • 0113
°"' out • 644'0 FOURTEENTH STREET OURALL
CON5TRUCTION SCHEDULE 18' EASEMENT 8' VC PIPE
L OCTW PLAN APPROVAL AND OTHER APPLICABLE MUMS.
7. FLAG THE WORM AREA 10 BE CLEARED AND WDCO.
6 HOLD MECONW=RLIIONe COMPrROrE.
4. CLCAR ENEUNI or THE SITE TO ALLOW NSIAUATxM Or CRAWL CONSTRUION CHTRANCr.
Ell /VICE. SOCK AD GRAVEL OUTLETS AND KOMO TRAPS.
5 INSTALL MCASMS U6IED h 4 ABOVE.
4 COMPLETE CLEARING, CRI.ENW AND GRADW OPERATIONS.
7. INSTALL MOSM5 TO SCSMW TRAM.
S. INSTALL STUN DRAINAGE PIPES AND sTRAGllaes.
R INSTAL SET AND WHET PROTECTION 70 STOW DRAINAGE STRUCTURES.
20. INSTALL WATER AD SEWS LINES.
11. N57AU anal U=QROLND UIUMEN W. 119011W GAS, rnEmOK AND CASE IV.
M. INSTAL CUM AD CAnCK. 5OEWAIA BAN AND PAYING.
13. ALL ERONgI AND MOIfNT CONTROL IwACTCCS WILL BE INSPECTED WCERY ABA ArIO
RNWALL EVEnI. NEEDED AErARS WILL BE HABE NQa4rrLY.
IL COI9IL97C VIA5LaA1gN Or ALL DISTURBED AKAb.
U. ArTO WE IS STAELIECO. ROOK ALL IrMORIM MEASURES AND INSTALL RRWICW
VE6AA70R ON THE P161114150 AREAS.
14 ESTMetO THE BEFORE TINA STASRATIW • 6 MOMS.
1=3r.A
I _j IN,MV TOP9.99
?SHEUF 020.74
0-O 11-10
CI. T Dot. A/5P-
Gra. rie • 634.5
Inv. in • 626.5
b- out • 622.0
TLS. S, 3 Oct. C
Top rwv. • 820.75
e.. N,. . Atari
va o me ,
b. Da • 631.20 ATTENTION Or THE LANDSCAPE ARCHITECT ANY AREAS THAT MAY
Hsi.=H NOT ORAN PROPERLY DURING CONSTRUCTION 102 W. 3rd Street
*EMSTMG (RAVAGE EASDAOT 16. GRADING CONTRACTOR SMALL INCLUDE N THE COST ALL CUT/fu Suite 522
NECESSARY FOR CARTNWORK BALANCE. CONTRACTOR SMALL Winston-Salem. NC 27101
INCLUDE N COST ALL WETTING/DRYING OF THE SOIL NECE55ARY TO Tel., 33G-725-9428
N1.9 A / ACHIEVE COMPACTION PER SPECIFICATIONS. <Fax> 33G-721-1176
--eu ERE WE 9Ad 19. THE SEQUENCE Or WORK SHALL CONFORM TO THE CONSTRUCTION
SCHEDULE SHOWN ON THIS PLAN, 5111 nuK
-.?•_ TVALVES 20. PROPOSED CURB AND DROP NETS TO HAVE APPROVED SLi SEDIMENT +
BARRIER AROUND IT UNTIL CONSTRUCTION 15 COMFICTC. EROSION CONTOL PLAN
': 64 21. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE MC
I CONSTRUCTION DOCUMENTS AND SHALL AT ONCE REPORT TO THE 4u. ND:
SC 838.11 +/ \ LANDSCAPE ARCHITECT ANY INCONSISTENCIES Olt OMISSIONS
40' > DISCOVERED.
3F 22. THE PROPERTY LINE SMALL SERVE AS THE LMT Of CONSTRUCTION
ENE ON THIS PROJECT UNLESS OTHERWISE IDEATED BY A GRADING ANAHU;
AP? \ LIMITS LINE OR CONSTRUCTION UNIT LIKE ON PLAN
23. NOTE TOPOGRAPHIC INFORMATION TAKEN FROM CRY/COUNTY
TOPOGRAPD MAPS. IF 15 MC op" OF MC LADSCAPC ARCHITECT
THAT THE ORIGINAL GRADES AT THIS SITE HAVE BEEN ALTERED (FILED)
tit \ N AND AROUND MC AREAS OF THE SEWER CASEMENT AD/OR
5 A THC STREAM DIED.
?Y ? R \,e 24, DENCH MARK 16 LOCATED AT THE INTERSECTION OF ADDISON "
AVE. AND 24TH STREET, SAID BENCH MARK IS A DOLT DRIVEN Project NuRler.
?? ° Nro THE PAVEMENT. 990517
d
1 1 92 \ t+?O sbM Number:
427
Da.
DB. 3 . Pg \ 5 P 4
932, Pg. 91
Part Tax Lot IO
105
Block 3194 0 50 100 150
M W W LIMP rw..
Zoning AS-9 Y 4, Pw 4 - WA *.d I
en Prep 4 I W
...p NpA•9aL •.
W
5P-12 Or W. MNP e0. A,e Y W p*. AI,eIN M5r eW
nerd Sao W Ne1.,P.dO"1 N pd'NIrA UWvxtl
a •Ab „DIM YIW .W
IN. 1510 PAWN SCALE= 1•= 50'-0'
I WITH THE PLANTING RAN.
^5e
_ f Cl'D' 06t. A/ -11 12. THE TOP 16' OF FILL SMALL Of GOMPAGTE6 TO 9612 OF MAXIMUM
' I 1
'
`
LI
• • w.a [Yv
. 653.3 DRY DENSITY BY THE STANDARD PROCTOR METHOD A5TM 0-64B. CoOW1eeU
I
t
;
\
. .
M. ovt • 646.3 ALL OTHER FILL SHALE BE COMPAGTrD TO 959 MAXIMUM DRY
DCN5ITY.
MacConnell &
It. I
'' 13. ALL FILL MATERIAL SHAH BE FROM A SOJeG[ APPROVED BY THE
At0 Associates, P.C.
GENERAL NOTES: GRADING NOTESt JORDAN
`
I. NOTE TOPOGRAPHIC INFORMATION TAKEN rRO1 CITY COUMTY 1. THE CONTRACTOR Is RESI'ohi5mir FOR LOCATING ALL EXISTING
TOPOGRANC MAPS. IT 15 THE OPINION Of THE LANDSCAPE ARCHITECT UTUTE5 PRIOR TO ANY START Or CONSTRUCTION. THE CONTRACTOR CONSULTANTS
THAT THE ORIGINAL GRADC5 AT THIS 51TE HAVE BEEN ALTERED (FILED) SMALL ALSO VERIFY THE LOCATION AND INVERT ELEVATION OF ALL
N AND AROUND THE AREAS Of THE SEWER EASEMENT AND/OR UNDERGROUND UTILITIES. AND VERIFY PROPERTY CORNERS BEFORE
THE STREAM BCD.
ANY CONSTRUCTION IS BEGUN.
2. 5I.BJECT SITE TO BC SERVED BY PUBLIC WATER AND PUBLIC Lendecape Architecture
SANITARY SEWER 2, UDDERGROND UMITES• BOUNDARY LINES AND TOPOGRAPHIC LINCS. 7AKCN
3. TOTAL D15TUR0ED GRADED AREA- I/- 169.684 d• FROM SURVEY BY MGANALLY LAND SURVEYING P.C.. 6G8 W. 4TH 5T.,W/5. NC Land Development
3.90 AO ?/- PH. D [phone]. Dated May 7, 1999. JOG NO, 5-9120, Land Plenning
4. ALL LANDSCAPE PLANT MATERIALS SHALL MEET LOCAL LANDSCAPE
ORDINANCES.
3. THE CONTRACTOR SHOULD NOTIFY THE LANDSCAPE ARCHITECT FOR
A REVIEW SHOULD DISCREPANCIES BE DISCOVERED AT ME SITE OR
5. NOTE ALL AREAS BY COORDINATES BY LAND SURVEYOR ON THE DRAWING 6025 March Poet Nvd.
G• THIS PROPERTY IS SUBJECT TO ANY CASEMENTS. AGREEMENTS
OR RIWIT-OF-WAYS Or RECORD. IF ANY. PRIOR TO THE DATE
4. GRADING CONTRACTOR TO VERIFY EXISTING CONTOURS/CMSTNG Owes RID
W46TON-6ALrM. NO 17104
Or THIS PLAT AND W111L11 WERE NOT VISIBLE AT THE THE ELEVATIONS PRIOR TO ANY GRADING ON THIS SITE. TEL. C33G) 6.14-0777
Or INSPECTION BY LAND 51RVCYGR. DECLARATION 15 MADE 5. ALL SPOT ELEVATIONS PROPOSED ARC ESTIMATED AND MAY VARY FAR (33G> 694-0575
TO ORIGINAL PURCHASER Or THE SURVEY. IT 15 NOT N ACTUAL FIELD CONDITIONS,
TRANSFERABLE TO ADDITIONAL OWNERS OR NSTITUTION$. G. CARTKWONE SMALL BE TO THE LINES AND GRAVES SHOWN FROOP- y
7. TAR BLOCK NO.- 3794 LOTS 102. 100 and ROLLING AND COMPACTION TEST SHALL 8C ACCOMPLISHED N THE
PART Of 105 FIELD TO TE57 ALL AREAS. THE OWN" SMALL RETAIN THE SERVICES
6. OECD BOOK 1570 PAGE NO. 0280 and or A PRIVATE TESTING COMPANY TO TEST ALL AREAS.
OECD BOOK 923 PACE NO. 91 7. THE GRADING CONTRACTOR SMALL PROOF-ROLL THE GRADED AREA
`?. `? CAFf RIA ? ?
RNSi I7erry\E./E, e 5 \
tee. e x ?m• \
au `'?-11
- - 9 I
t \,SC30 mIVC 9
1
s

40.0' 50.0•
V C•GSp N
?' Ftl
igoo I t r
claps 15F 4rrff.
Colic-
Gdnf,KfCp eARrd
A Curb Inlet
SPa 11 NT5
P.
P. wide crest
slope ---! d.-
2 5 i5.
Stablllze outlet
per det. E/12

24' cap trash rack with
(2) 24'x24' anti-vortex plates.
crossed a 9011 notched to fit riser
and 6'x6' min. rebar screen top
EI. 842,0 Greet of dam--
-__ EI. E390 (tom of_trash_rack) - EI. 6390 (am. spillway crest)
--- -
v e U __________ __ ______
i 18' PVC riser
I 3/4' m sold aluminum lift rod
I
11 bmrum stabilizer brace with ring
Permanent water quality store
Ir.
j 5 If. - 6' PVC drain pipe a 1.07, slope
Harped aluminum shear gate
Contech model no. 06/08 or equivalent
--------------- 830.0
1. . 829.5 Permanent sediment storage
Gast in place concrete anchor
3'x3' by 2' thick
Aluminum anti-Nap collar (72'x72')
watertight connection. min. 2' placement from pipe joint
Cutoff trench. clay material approved by
NOTES' registered professional geotechnical engineer
1. RWr and barrel to be potyvnyl chlatOe (PVC) with pinta and neoprene gaskets. The portion of the riser
to be placed m coocretr ahall be coated with Wtuunous asphalt.
2. Dam embakmrit fa shat be stable materld. free from rwts. woody vegetation ard other obtectionabb
material. ro sine" be placed Is 6' 1ftc compacted to a mh~ of 957, standard proctor density ./- 21.
3. $oi to'tng " be performed wider the supervision of a registered profuswel geotechiacd engineer.
4. emtractor slid provide the landscape architect with shop cirawgs of the rimer/barrel assembly prior to
cmatructlm of dam
5. Contractor shah notify the engineer and City of Wr.tm-5elem nepectums department at least 24 hrs.
prior to motaktbn of the nur/barrel aoaambly. The landscape architect of record mint be
present drug installation far certification to be completed.
Riser / Barrel A55embl.\
NT5
GUIDE
SET FRAME N QMT
r BRW( (Vxxsilk
CONTRACTOR Opt "&-

e
I ' CK
t R' SGD Colt.
21
d I MANHOLE U.I.J.
I 3) r PRECAST CGM,
i
i -- N[7 POPE - SEE sin
,---- i __-- PLAN FOR SME M TIPS
comic FOOMfissw l9-)
COM WASH
OUTLET PIPE - SCE SITE
PLAN FOR SIZE a TIDE
B Drop Inlet
5Pa ii Xfs
ER' -l -------
.i
r
oR c Ma.pLgcK
4. SIpL,
828.0
827
Tensar Geogrld plastic fabric or equivalent
- At the start of anYy ggradinggt that lowers the axlstin2h grade
eroVnd protected trde5 or soli stripping. make a rp.
vertical cut at the edq?e f toe I true afrej whr;n erosion
control me tsu a are in alped. a re pro ec Ion encf g
Shall be ins al? I on the side of this cut arthes away rom
the tree truth(.
•Insi{all tree protection fence at the bpme time as etroslon
Con rol measures o remain in pace until all constrvc I in In
the vicinity of th otected trees Ili complete. ins all at
mini um ra lus of t ff. from existhp to 6 cAper frees.
CdPh.). or, pt minimum radius e u ant t0 1 art
caliper inch far rees greater that ' caliper. G.bper
.s.
No tore a of materials, fill a lament. of trespassing. sh.pII
be allowedwlthin the bounder 4p the protected arethese
prohibitions shall be posted o?i the protection hence.
Tree Protection Detail
S Pa 11 his
JORDAN
CONSULTANTS
Landscape Architecture
Land Development
Land Planning
3714 rL 6ANT0e OoURT
WINIsTON-eALrK r1O 17103
TEL. C334) 777.6004
rmx 0304] 777-IW0
Sell: tiin CiAd
s :........ car
170
f ? ?i ? " ?gd?•99
Caawllext
C."Lial
Project aaml:
CAST SIDE CAFETERIA
FCTITIONCR + FRO]"i OWNER-
777e Millennium Group
Development. LLC
102 W. 3rd Street
Suite 522
Winston-Salem, NC 27101
Tel.- 336-725-9428
<Fax> 336-721-1176
shim intro:
Oonstruction Dataes far
Site Improvement Work
Wiz hie:
Reaamr
Propel Number.
990517
Shed N-b-
SI -11
m svnmmo a inn isms, arras me a. ey mreemw
a, A. rsarl d ials wee. ?ewao.. wso
Ware Yrup pier Ili b W Mi. M.Id e11A mmm
amM ins W hMmM 1ieN.1 m paoxe W_
me wl W myid u dial ek.
o. GRAVEL PAD TO BE 22'x 50' AND B' THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. PROVIDE EAM SMMAXXIMLUMBUTILITYY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT ONTO PERIODICLTOP R SSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY,
o. ANY MATERIAL WHICH STILL MAKES IT
IMMEDIATELY.

COARSE
2-r
NOTES APPLICABLE AT ALL POINTS OF
INGRESS 6 EGRESS UNTIL SITE IS
THEE Dot MID TIMELYHECKS OF
MAINTENANCE MUST BE PROVIDED.
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGMNS
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORI
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS Br PLACING 2.4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2.CAREFULLY FR HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENING OVER ALL
-
BLOCK OPENING TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL3/4-TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP '
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH R TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
NT5
F LTER OF 1"--,
Ca„ WASIIEO S'CIJE \
? i rTr :1"-t
} }
--JILT FE'tiiE
'"','
}

B16N
CONCRETE BLOCK
2:1 SLOPE, GRAVEL FILTER
TEMPORARY SEDIMENT
POOL
1'MIN.
2'MAx, ??55
SEDIMENT -
B GRAVEL INLET PROTECTION
5812 NTS
E`•0 ILTER HARD WARE CLOTH -NO FI_TE?2
GOTH -IERE HC FLTE? FAEF.IC :LOTF HERE
2-0'-- R 2-0'-+1i-2-0' Tr: ^F °LT aEf'E T3 BE
S EEL FOST
Hz'.D'HAR- ..,.... ,.
r+IRE FENCE ONLY
'i..EAS- %BCVE -Oa OF S7E01E

WASH-D S TONE
F_-ER =ABRIC
ON RvUhD

f} '
A
-BIRY WRt ff'.Y'L =11 TER J
SECTION
FABRC B -ArIDWAHE
CLOIt N TRENCr
(, SILT FENCE W/STONE FILTER
SR12 NT5
COMPACTED FILL
THICK LAYER OF GRAVEL FILTER FABRIC
I
T I
g' _7 It
V-TRENCH
EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH
*FILTERFAlBRiC
1 E
y 'r ?vn
I? SILT FENCE
R12 NT5
1. Chisel compacted areas and spread topeoll 3 Inches
DEEP over adverse soil conditions, if ovallable.
2. Rip IM entire area to 5 Inches depth.
3. Remove oN lose rock, roots, and other obstructions
Moving surface reasonably smooth and uniform.
4. Appb a lcunural Eme, feAtlikn and SUPERPHOSPHATE
uni//amlIt and mix with soil (ees below).
5. Continue tillage until a well-pulverised, firm
reasonably uniform seedbed Is prepared 4 to 6 Inches deep.
6. Sind on a freshly peappaared seedbed and cover
Ned lightly with seeding equipment or cultipack an. seeding.
7. Mulch immediately after seeding and anchor mulch.
6. Inspect all seeded areas and make necessary repaint or
meedmgs within the planting season, if possible. If
stand should be over 60% damaged, reestablish following
original lime, fertilizer and seeding rates.
9. Consult conversation Inspector on maintenance treatment
and fertilization after permanent cover Is established,
• See seasonal application schedule
SEEDING SCHEDULE
(REVISED: 1-1-86)
Shoulders, Side Ditches, Slopes (Max 3:1)
_DATE TYPE PLANTING RATE
Aug 15 - Nov 1 Toll Fescue 300 las/ocre
Nov 1 - Mar 1 THAI Fescue 300 Ibe/acre
t Ab.lzi Rye 25 Ibs/aces
Mot 1 -Apr 15 Tall
F
escue 300 Ibs/art
?a
d
Apr 1S -Jun 30 Hu1do Common
Bermu grass 25 Ibs/acry
Jul 1 - Aug 15 Tall Fescue and 120 Ibe/acre
s••Browntop Millet 35 Ibs/oat
.••or Sorghum-Sudon Hybrids 30 Ibe/acre
SlowWs (3:1 to 2:1)
Mar 1 - Jun I redcea lsspedezo (seodfied)
50 Ibe/ocre
b
(Mar 1 - Apr 151 lad Tall Fescue
120 Ibs/ocre
Mor I -Jun 701 Or Add Will Lowgraes
1
J
JO O
A 10 Ibs/ocre
-
or
un
r
Huom mon
dda
B
umu gross
25 Ibe/acre
Jun 1 - Sep 1 -Toll Fescue and 120 Ibe/acre
••.Browntop Millet 35 Ibs/ocre
***or Sorghum-Sudan Hybrids 30 Ibs/acre
Sep I - Mor I • ( Se
nhul ri ea/unsceang dj
70 Ibs/acre
and Tall Fescue 120 Ibs/oars
(Nov I - Mor 1) Add Abruzzi Rye 1S IbI acre
Consult Conservation Engqlnter of Soil Conservtion
Service for additional inlormolion concerning other
alternatives for vegetation of denuded areas. The
above vegetation rates are these which do well
under local conditions; other seeding rate com-
binolions are possible.
***Temporary - Reseed according to optimum season
for desired permanent vegetation. Do not allow
tempororycover to grow over 12' In height before
mowing, otherwise fescue may be shaded out.
PLAN
to
1. Vawn Iona anturving permit.
2. Install gravel construction enteronC e), diversion elite
.., sW
hnces, sediment basins onldd??w mtosyr t, all shown on the ,
approved plan and any spsolbl cad n note ir Lett. ae Approval.
3. Coe land glalBy Ea onshe inspection by the sedimentation and
erosion can rot a e.
4. Begin clearing, grubbing and grading. Maintain measures as
required.
5. Install the stromwater collection system and protect Inlets
with silt fens, crawl 6 m, sedl nt tra t other
approved measures as shown on l le plan. or
6. wed stapes and,Qy?to b?lanted•w pT vidsl with
ed cover Wm ore o m ' n Brown wit In 0
working days after the completion of any phase of gradln .
MI areas rrl?oo which ?efuralher Iorsd d4t0 oatMly rig
M vNh4n?30 awuklnq dajn. ntta or pro or protective
cover 7. As construction progresses. Install permanent erosion control
measun such as r rap aprons, vtMdty dissipates,
chonnellnen, grow bon coons, a c.
a. Whn construction is complete and all erns are stabilized.
Call for onsite inspection by the sedimentation and erosion
control office.
9. If the site Is aspDroved, remove temporary diversions. sM
bndnq, sedlmen basins, etc. and nod, pow, or rip rap
resolting disturbed areas.
10. When vegetation M established, call for final site
Inspection., lidwill Di nMOUdpproved. the performance bond,
MAINTENANCE SCHEDULE
1. All erosion and sediment control practices will
be checked for stability and operation following
every runoff-producing rainfall, but In no case
less than once mryry week. Any needed repairs
will bs mode Immediately to maintain all
TV, designed.
2. The sediment basins will be cleaned out when
the level of sediment reaches 2 feet below the
outlet. Gravel will be cleaned or replaced when
It no longer allows the trop to drain property,
3. Sediment will be removed from the sediment
mock and/or gravel Inlet protection devices
.hen the storage capacity has been appro.-
Imately 5O% filled. Crawl will be cleaned or
replaced when N no longer drains properHlyy
4, All seeded areas will be fertilized, rreeeGd
as necessary, and mulched accordnyy to
specifications in the wgolallve plan/seed
schedule to maintain vigorous dense vegetative •
Cower.
JORDAN
(^jONSULTANT
Landscape Architecture
Land Development
Land Planning
6023 Nan Paint Blvd.
Suit. 223
WINSTON-SALEM, NC 27106
TEL. [phone]
FAX (3ia) 696-0575
Seal -ce`ec
s eso
Cr S p1.r?
"Ic
Consultants:
000777
Consultants:
MacConnell &
oll Associates, P.C.
210 N NAwVOa O/ W.1Nrs1n.E NC naN
Wst area e0x 1241, w w u MC 2.7011
RV 121/e•N-1n Ie1HN-esl2
u
17069
g? AO P V 1A
yY ? ? I(1I
Project Name:
EAST SIDE CAFETERIA
PETITIONER + PROPERTY OWNER-
The Mlllennlum Croup
Development. LLC
A 102 W. 3rd Street
J Suite 522
Winton-Salem. NC 27101
Tel.- 336-725-9428
<rax> 336-721-1176
NOTES.
IQ AP•Ra•e.e tawalee rev aNapOa
1. W Is the "in of IM dprep apron
2. it . IA times ms maximum elate dlamoter but
not MN than Ir
3. In well-defined extend the apron up the
channel banks to on etexGtlGn or Or above the
minimum to lwcler depth at to the top of the
bank which over M less.
4. A filler blanket or inter fabric should be
Installed betwsen the rIprop and sell fondatlon.
1
1-1011-0
SECTION A-A ?- Filter blanket
E FLARED END SECTION CDISSIPATOR)
R12 NT5
Sheet Title:
SEDIMENT +
EROSION CONTROL DETAILS
cont.
Issue Dale:
8-/7-99
Revisions:
Project Number:
990517
Shed 6uabe:
51 - 12
.M.w..k w ear wm exwow W W 6.4. wp.ww
U. wwvll w WYo c-It.W silo, . w. d
• ewww Q. ICU W W woo Male "WA wow
M kwx W k.d w mMM k F"tw ewob m
w w w1,4d I. lye .Nit
DEWATERING
f
I ?
CwgRRµp???rarees.e:
I k IF 870°7.57
8 I B
I fl - I I Tax Lot 39 DB. 8Wolter 0 P N g. 3118
L z Block 3194 I Block 3194
S +
I w - - - - - - Tox Zoning RS-9
James E. Sims I i
Tax Lot 40 Lot Tax / Tax
A/IWfa Odessa ? I I Block 3194 158 ' lot Lot / tax
DB. 1938, Pg. 1835 I ? I 168 178 ? Lot lox
Tax Lot 44 Tax CO TOC $65.41
_ I 18B X998 / L It a Tax WV 4160.18 000811 Winston-Salem Presbytery
_j It Ls) I I I / lot as Tax Lot 23-D
Zoning AS-9 I Frank P. Mdaurin 20B I / 218 / s' RCP '"'o' "6490 Block 3194
I ,/Wife Mary T. Port -.
V) MN tOP 87°.72 Pr NY 65$.741 Zoning RS-9
INY 672, 9 DAB )Opp P91172 / Tax
- - - - - I Z SHE a5T Tax Got 441 e
I ` i honing gS''q 1 1 1 11 ! I :4194; 3D
\Frank McLourin
r 1
I 7L/W1fe Mary ..as,
I I .x]19; -73 .? / Jdmts11E. Ball?rTl 1 79 ;'?', /' ' / A• e
Taz M1?38 ?: Q1 AB. J146 P d6B01
'pI? 1 s yl ' 11??,`? '? ?. •?,.,-\I? \_--'
?Blook. 319 -'? Tax -Lot }
\
I' J Zyasn9 RS=9 co 86'-4?J0 R/
IPF
? \
TAX 0T' 06` ' St. Paul United Methodist Church
1 -?.? ? OR 9.23 Sq, ?. \ Tax La 101
i I { i J? 6'70 ?- N,, I 671 A Block 394
j f? / ?/ , ?' I I lid 1 q7a e Zoning RS-9
City,of WS 'g
X79$43 S?Ft axLat\106 ?x
C o r f /"" ' ' y r I cN 39,4j Y R:
o'o rn ,, J / { / r ,'r AI I;1 \ 1 'ZonI RSA oaR?95914
« 0 8 ? i wi ttp ee; l 6? p? asr 91. T??iCLdf 102. ` \ " Wye c$ c4
94176 \TOC 155. 415 PC9
/? SYf 15902 ELF 849D.1 - \ \ \ MH
I?;?' J ?P Properpo a M. TOP a .9e
TOx L'Ot 102 lit
Block 3494 of
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DOW-77'-00'-70'
Cis INV 840.04
$46.44
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W J \ `?` , 1 YYN \ AN NV 03161
Y 11 1 _ - - - . - OP MH $47.51
1?!f I J` ". - ^ \? •, .._ }0`61\Aegis Family Health Centers
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9tF_, ?- _ _ 16at$P. '` f \' ` ?\\?\\ \ °? \ 0 DB 1896 Pq 1509
Cat Bt, `
I \ 1 \ 1\ _ $ Tax Lot 103-A
0 twv.e3..f?`. ? FIRE? Block 3194
In I l \ ??°?? - ' l VP usES Zoning HB-S
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- _ - J 0 / 6olot 82 Sa wn et .$ J
Q Slater Pork ??`' \ty11` A&T\ T LOT 105
Section 2
PB. 17, Pg. 132 FOURTEENTH STREET OUIFALL 16' EASEMENT 8• VC PIPE \ \ ?` ;` \?`\ \ t \?Y?
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S.I. Croft, Jr. ?' `©•? QC\
DB. 732, P 84 ?
Tox Lot 209
Block 2458 ,
LEGEND Zoning RS-9 \ `? \6 ??? \ \
- IPF Iran Pipe Found - FC Foe of Curb ?+ \
- IRF Iron Rod Found - CH Chord ux i0 - \ `,A d•F \ ed \
a'
- IP Iron Placed - R RadWe
P/l Property Line - L Length of Curve
R/W Rlgd-Of-Way - XFMR Electrical Tronsformer
CA Centerline - AU Aerlol Utility
- EP Edge of PoVlng - CM Concrete Monument
NOTE A4 AREAS BY CGONIIATES
THIS PROPERTY IS 9AI;CT TO ANY EASEMENT& AOMMENT4 OR RIGHTS-OF-WAY OF RECORD IT ANY PRIOR THE DAM OF TAPS PLAT AND WHICH WOE NOT MME AT THE TIME OF MY INSPECTION
DECLARATION IS MADE TO o00RAL PURCHASER LY THE 9A VEY. 11 N NOT WANMERA LE TO ADOTIM& OWNERS OF WSTlrvntllS
NOTE TOPOOYNIC NNAOYATON TAKEN "ON aTY COUNTY
TOPOGRAPHIC MAPS
WY 819.9°
\ EV 870.74
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I \1 vro y ??,?pp /70 R/W \
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VICINITY MAP
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