NCC240298_ESC Approval Submitted_20240202

T H E C I TYC F City of Asheville
Development Services Department
A s H EVI L L E Site Engineering Division
P.O Box 7148
Asheville, NC 28802
Phone:[phone]
www.ashevillenc.gov
LETTER OF APPROVAL
1/29/2024
Company: Terminix Service Int
Name of Financially Responsible Party: Mike Hoffman
Address: PO Box 2627
Address: Columbia, SC 29202
RE: Project Name: Terminix Permit Number: 22-00023PZ
Address: 351 Old County Home Road PIN: 9629-24-4778&9629-24-5513
City: Asheville CiviclD:
County: Buncombe Acres Approved: 1.3
Date Received: 1/11/2022 Plan Type: Digital
River Basin: River Classification:
Dear Mike,
The Development Services Department Site Engineering Division has reviewed the subject erosion and
sedimentation control plan. We find the plan to be acceptable and hereby issue this Letter of Approval.
This plan shall expire one (1) year from the date of approval, as required by the City of Asheville Unified
Development Ordinance Section 7-12-2(c)(2)f.
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (NOI) form requesting a Certificate of Coverage (COC) under the NCG010000
Construction Stormwater General Permit. This form MUST be submitted prior to the commencement of
any land disturbing activity on the above named project. The NOI form may be accessed at
deq.nc.gov/NCG01. Please direct questions about the NOI form to Annette Lucas at
[e-mail] or Paul Clark at [e-mail]. After you submit a complete and
correct NOI Form, a COC will be emailed to you within three business days. Initially, DEMLR will not
charge a fee for coverage under the NCGO1 permit. However, on or after May 1, 2019, a $100 fee will
be charged annually. This fee is to be sent to the DEMLR Stormwater Central Office staff in Raleigh.
A pre-construction meeting is required to be scheduled with the City of Asheville, at which your permits
will be issued. Please bring a copy of the NCDEQ Certificate of Coverage and shop drawings to the
pre-construction meeting. Contact Nancy watford at [e-mail] to schedule your
pre-construction meeting.
1

Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to
insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, the
erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation
Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may
require revisions to the plan and implementation of the revisions to insure compliance with the Act.
Project Description:
Design Professional: Thomas Durante Phone: [phone]
Floodplain: N/A Flood Permit N/A
Number:
Description of Work: CI , SF OLR TNI
CONTROL ONSTRUCT SERVICE LOCATIONNEW4345 WITH AN FFICE EXISTINGBUI BUILDINGDINGFOAN THATEXIS WILLING REMAIN.TERMI IX THEPEST EXISTING
PARKING LOT WILL BE EXPANDED TO INCLUDE NEW PAVED SPACES FOR THE NEW OFFICE
BUILDING AND THE ADDITIONAL IMPERVIOUS AREA OF THE SITE WILL BE OFFSET BY
PROVIDING UNDERGROUND DETENTION STORAGE UNDER A PORTION OF THE PARKING LOT.
Plan Reviewer Permits Requested Approval Expiration
Date Date
Laurel Cross Grading >10,000sqft 1/29/24 1/29/25
Laurel Cross Stormwater treatment 1/29/24 1/29/25
Inspector Toby Shelton Phone [phone]
Erosion & Sediment Control / Grading Permit Conditions:
1. The following documentation be kept on file at the job site:
a. City of Asheville Permit
b. The approved E&SC plan as well as any approved deviation.
c. The NCGO1 permit and the Certificate of Coverage.
d. Records of inspections made during the previous 30 days.
e. Records of third party inspections.
Per Title 15A NCAC 4B .0118(a), City of Asheville UDO, and the NCGO1 permit.
2. Site must stay in compliance with all federal, state and local regulations. Failure to maintain
compliance for any of the agency's stated above may result in issuance of a Notice of Violation
against the project or revocation of the Grading Permit.
3. If any of the minimum best management practices fail to adequately keep sedimentation or
stormwater on the site, it shall be the responsibility of the professional designer of record to
supply the Contractor/Owner with a correction, as well as submit correction to the Development
Services Department for approval.
4. For sites with greater than 25,000 square feet of disturbance, a contract is required between the
person financially responsible and a licensed professional for the initial inspection ensuring
erosion and sediment control measures have been installed consistent with the approved plan.
A notarized certificate of inspection agreement on a form has been received and approved by
2

the Stormwater administrator and a copy is included as part of this grading and stormwater
permit is issued.
a. The initial and signed inspection report must be filed with the DSD Site Engineering
Division prior to the commencement of any land disturbing activity.
b. A licensed professional shall conduct weekly inspections for all sites where Hillside,
Steep Slope and/or Mountain Top Protection regulations apply and bi-weekly for all other
sites.
c. All weekly inspections and bi-weekly inspections must be kept on inspection logs and
retained at the site.
5. For constructed slopes with a grade of 50% (2:1) and greater than five feet in height, inspection
and submittal of a Slope Stability Certificate are required by a North Carolina registered
professional engineer with geotechnical expertise sufficient to perform the inspection and
stability analysis.
6. Please note that Temporary Ground Cover must be established, prior to release of grading
approval for issuance of a Temporary Certificate of Occupancy. Permanent Ground Cover must
be established, prior to grading approval for the issuance of a Certificate of Occupancy.
7. Contractor must provide proof of active grading permits for any offsite borrow or waste areas.
8. Inspection request should be called into 828-259-5946, or can be scheduled via web at
www.develop.ashevillenc.gov
9. Grading Permit expires in one (1) year from date of permit issuance. A one-time, one-year
extension can be granted. Please drop off or mail the extension application form at the Permit
Application Center, 161 S. Charlotte Street, Asheville NC 28801, within 60 days prior to permit
expiration.
See Permit for additional Stormwater, Flood and Grading Conditions.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if there
is any change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a
preconstruction conference.
Sincerely,
Digitally signed by Laurel Cross
DN'.C=US,[e-mail],
Laurel Cross CN=Laurel Cross
Deacon: 0 a 13 39 t2i-5ocument
Date: 292024.01. 13'.39:52-OS'00'
Laurel Cross
Plan Reviewer
Development Services Department
Site Engineering Division
3

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OWNER
TERMINIX SERVICE,INC.
Mike Hoffman
P.O.Box 2627
Columbia,S.C.29202
Phone:[phone]
03724
® CIVIL&STRUCTURAL
TERM/N/ CONSULT ING ENGINEERS
590 Lone Tree Drive Suite 101
Mt. Pleasant, S.C. 29464
T� 1 l r Phone:[phone]
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DEVELOPER TERMINIX SERVICE, INC.
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P.O. BOX 2627Ae°aQw„ow, C/41FERIN
COLUMBIA, SOUTH CAROLINA 29202 ,
Asheville
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PHONE: (803) 730- 1258 0 ..e90
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EMAIL: [e-mail] O
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EMPIRE ENGINEERING, LLC p4
590 LONE TREE DRIVE — SUITE 101 " "
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SOUTH CAROLINA 29464 MT. PLEASANT, 0 o 0
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PHONE: (843) 308-0800
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SHEET INDEX O`
CS COVER SHEET CONSTRUCTION SEQUENCE ',2,'
SURVEY BOUNDARY & TOPOGRAPHIC SURVEY START DATE: 2/24 FINISH DATE: 12/24 c ,
C-0 DEMOLITION PLAN GENERAL NOTES: I FIBRIAIY I IMAICHI I _APIIL� I MIYI IJUIEI I IJUI♦YI I AUGUST ISIPTEMBIRI OCTOBER I NOVEIMBER I DICEIMBIR I JANUARYI ■ I Q W
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C-1 A SITE PLAN 1. PROJECT DESCRIPTION: NEW COMMERCIAL SERVICE OFFICE/WAREHOUSE BUILDING AND ASSOCIATED PARKING LOT. -SUBMIT PLANS FOR REVIEW O
C-1 B OPEN SPACE PLAN •OBTAIN GRADING PERMIT(MAY INC.PRECON CONFERENCE)
2. PERSONS USING THIS DRAWING SHOULD CONTACT THE LOCAL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND r7'+
C-1 C SITE ACCESSIBILITY PLAN LITOTES. SUBMIT FOUR(4)COPIES OF STORMWATER SHOP DRAWINGS PRIOR TO OR AT PRECON MEETING Fy
AND RECEIVE APPROVAL BY CITY OF ASHEVILLE PRIOR TO ORDERING MATERIALNo
C-2 UTILITY PLAN 3. ALL DIMENSIONS ARE TO/FROM FACE OF CURB,EDGE OF PAVEMENT,OR OUTSIDE FACE OF BUILDING WALL UNLESS •INSTALL EROSION CONTROL MEASURES AS SHOWN ON APPROVED PLANS lin L)
C-3A GRADING & DRAINAGE PLAN NOTED OTHERWISE. ALL RADIUS DIMENSIONS ARE 3',UNLESS NOTED OTHERWISE. •ON-SITE INSPECTION BY INSPECTOR TO APPROVED PERIMETER CONTROLS Cr)PROCEED WITH GRADING
C-3B UNDERGROUND DETENTION PLAN 4. SITE IS LOCATED AT 351 OLD COUNTY HOME(PIN#9629-24-4778&9629-24-5513),IN THE CITY OF ASHEVILLE, CLEAN SEDIMENT BASINS WHEN HALF FULL
C-3C STORM DRAINAGE/WALL PROFILES BUNCOMBE COUNTY,NORTH CAROLINA AND CONTAINS 1.62 ACRES. REPABUILDING CONSTRUCTIONLACE/UTILITIES/PAVING GNTROL MEASURED AS NEEDED r
C-4A INITIAL SWPPP PLAN 5. PROPERTY IS LOCATED IN FLOOD ZONE X,PER F.E.M.A.MAP COMMUNITY PANEL NUMBER 370032 9629 J,DATED JANUARY SEED&MULCH DENUDED AREA AFTER FINISHED GRADE ESTABUSHED p
6,2010.
C-4B FINAL SWPPP PLAN MAINTAIN E.C.MEASURES UNTIL PERMANENT GROUND COVER ESTABLISHED
6. PROPERTY ZONING: CB-II,COMMERCIAL BUSINESS II DISTRICT. 24 HOUR EMERGENCY CONTACT —REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR
C-4C SWPPP NPDES NOTES MR.MICHAEL HOFFMAN >
C-4D SWPPP DETAILS 7. SETBACKS: FRONT=15' T3 8INXFER SERVICE,
ROADINC.
REMOVE TEMPORARY SEDIMENT CONTROLS J pp
C-4E SWPPP DETAILS SIDE=NONE
REAR=NONE COLUMBIA,SOUTH CAROUNA 29210
[phone]
C-5 CONSTRUCTION DETAILS PLANTING STRIP: FRONT=10' w
C-6 CONSTRUCTION DETAILS SIDE=NONE U
REAR=NONE CONSTRUCTION SEQUENCE NOTES: (n C-7 CONSTRUCTION DETAILS 1.NO MAJOR GRADING ACTIVITIES OR BASIN CONSTRUCTION IS TO TAKE PLACE DURING OR PREDICTED MAJOR WET WEATHER(I.E.HURRICANES). Z
Z
8. HORIZONTAL&VERTICAL DATA WAS BASED ON A SURVEY BY BANKSCREEK SURVEYING,INC.,DATED MAY 17,2021. 0 p
C-8 CONSTRUCTION DETAILS VERTICAL DATUM IS BASED ON NAVD 88. 2.SITE MUST BE MADE"STORM READY"BEFORE ANY EXTENDED BREAKS OR HOLIDAYS IN CONSTRUCTION ACTIVITIES,INCLUDING WEEKENDS. UJ 0-
C-9 CONSTRUCTION DETAILS 9. ALL CONSTRUCTION TO CONFORM TO THE CITY OF ASHEVILLE AND N.C.D.O.T.STANDARDS AND SPECIFICATIONS,LATEST IAJ V
C-10 CONSTRUCTION DETAILS EDITION. C'_ Q
C-11 CONSTRUCTION DETAILS 10. NO MATERIALS SHALL BE BURIED ON SITE.
C-12 UNDERGROUND DETENTION DETAILS 11.THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES,FIRE MARSHALL,AND OWNER'S REPRESENTATIVE PRIOR TO CITY APPROVAL BLOCK DEVELOPMENT DATA BLOCK
C-13 UNDERGROUND DETENTION DETAILS INTERRUPTION OF ANY UTILITY SERVICE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH AND ADHERENCE TO PIN# 9629-244-778&9629-245-513
EACH UTIUTY COMPANY'S AND FIRE MARSHALL'S REGULATIONS REGARDING SERVICE INTERRUPTION. TOTAL SITE AREA 1.62 ACRES
L-1A LANDSCAPE PLAN THECITYOF
12.THE CONTRACTOR MUST PROTECT ALL LANDSCAPING AND OTHER FEATURES DESIGNATED TO REMAIN AND REPLACE SUCH SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
L-1 B TREE CANOPY PRESERVATION PLAN ITEMS IF DISTURBED DURING CONSTRUCTION. ASHEVILLE
TERMINIX SERVICE,INC. DESIGNED: T.M.D.
O&M OPERATION & MAINTENANCE EXHIBIT 13.THE CONTRACTOR MUST PROTECT BENCH MARKS,PROPERTY CORNERS,AND ALL OTHER SURVEY MONUMENTS FROM Engineering Approval PROPERTY OWNER P.O.BOX 2627
COLUMBIA,SOUTH CAROUNA 29202
DAMAGE OR DISPLACEMENT. IF A MARKER MUST BE REMOVED,IT SHALL BE REMOVED BY A LICENSED LAND SURVEYOR AND DRAWN: T.M.D.
RELOCATED. CONTACT PERSON MIKE HOFFMAN-[phone]
Grading &Stormwater CHECKED: T.M.D.
North811
4 THE CONTRACTOR SHALL FIELD LOCATE,MARK AND PROTECT ALL EXISTING UTILITIES. CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
22-00023PZ SITE ENG PLANS APPROVAL 012923 DISTURBED AREA 1.30 ACRES
15.THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY OF THE SITE(TIED TO THE STATE PLANE DATE: JANUARY 15, 2024
COORDINATE SYSTEM),TO INCLUDE ALL CONSTRUCTED FEATURES,WATER,SANITARY SEWER,Sc STORM DRAINAGE ONES,BOTH PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
• EXISTING AND PROPOSED. SURVEY SHALL ALSO INCLUDE THE PIPE SIZE,MATERIAL,AND INVERT ELEVATIONS,VALVE CARDSSCALE: N.T.S.
C a ro 111'i a cure cross POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%)
AND VIDEO INSPECTION,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE&N.C.D.O.T.STANDARDS FOR THEIR CERTIFICATIONS.
DETENTION POND AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND AS WELL AS THE OUTLET .1 �t .t �1 PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
��\ / STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY CITY OF ASHEVILLE AND THE GOVERNING MUNICIPALITIES. O I/ZO/2024 I.OZ.3 1 PM POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) C S
WWW.Y1CH1l]L.Org _ STOCKPILE SEE C-4A FOR REQUIRED, TEMP. = C.Y.
This certificate of approval provides notice of the right to Inspect by the City of CUT&FILL VOLUMES(BORROWAREA) CUT 150 /ALL=3,750 C.Y.
Asheville,to ensure compliance with NC G.S.113A Article 4. SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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GRADING&DRAINAGE PLAN FOR IDETAILS(TYP.) A / \ I , TERMINIX SERVICE,INC.
// / N. ---. Mike Hoffman
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••�\ / / / -- - co ZONING: CBI!-COMMUNITY BUSINESS
CURBED ISLAND TO BE REMOVED WHERE / • �" �4 ,V, / / �In U INCONFLICTWITHNEWPAVING(TYP.) / \ ,,'1 a . / TEMPORARY SILT FENCEUoC / -•: 2252 - / /
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¢ 2ap 3',� / / REMOVED WHERE IN CONFLICT WITH PROPOSED CQ •:.••!•p a 12_ 5 / / /' '? 111411 W Q N
/ = W g^6. / CONSTRUCTON,CONTRACTOR TO COORDINATE Ul ypy '•+�► - - i 40"eo TRIPLE / • 1 \ a/ O
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/ 2/ gN p / MATERIALS WITHIN THE EXISTING BUILDIGNS TO //J� -®-�N 131$ MC R �0. _ / l O
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TO BE REMOVED WHERE IN - - 2"RCP I� ra
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/ / / N / i W / / CONSTRUCTION(TYP.) / / s. '`C\\ - I-I A'^
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GENERAL DEMOLITION NOTES: /
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z = / I NEW ASPHALT OVER EXIST NG GRAVEL
\ / N / /'" Ne / N� I EXISTING UTILITIES ss- ss - W
15'CMP / f
1. CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY EROSION CONTROL SYSTEMS AS SHOWN ON THE SWPPP -- / J Inv=2228.03 I 19'RCP Q
/ 7s• EXISTING/PROPOSED STORM SEWER p
PLAN,DIRECTED BY THE ENGINEER,OR N.C.D.H.E.C./CITY INSPECTOR TO PROTECT ADJACENT PROPERTIES AND / / / / / ss_�
WATER RESOURCES FROM EROSION AND SEDIMENTATION. / / // / PROPOSED STORM SEWER
/ / I EXISTING CONTOUR ------2200
2. VARIATIONS TO CONDITIONS OR DISCREPANCIES IN ACTUAL FIELD CONDITIONS AS THEY APPLY TO THE \ I
\ \ / PROPOSED CONTOUR 2200 In
DEMOLITION OR SITE DEVELOPMENT WORK ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER OR Ld
OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY SITE WORK. PROPOSED SPOT ELEV. +2200.75
D
3. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES THAT ARE TO REMAIN AND PROTECT PROPOSED WATER SERVICES 1"DW- W
THEM FROM DAMAGE. PROPOSED SANITARY SEWER SERVICE -4"PVC SS- _
U
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL AND/OR RELOCATION OF ALL EXISTING SILT FENCE to
ABOVE&BELOW GROUND UTILITIES AS NECESSARY PRIOR TO BEGINNING CONSTRUCTION. Z Z
SOIL TYPE QM:RIP-MINq o 0 0 oO
TREE PROTECTION FENCE 0 F
5. NO BURNING SHALL BE ALLOWED ON SITE. ALL TREES,UMBS,AND BRUSH SHALL BE CHIPPED AND - - - - N 0-
SYMBOL NAME SOIL GROUP LIMITS OF LAND DISTURBANCE •REMOVED FROM SITE,UNLESS A BURNING PERMIT IS OBTAINED FROM THE GOVERNING MUNICIPALITY. ID
CLAY LOAM B EXISTING FEATURES TO BE REMOVED �•�•,•��•�•,•��•�•�•��•�•"•�•�•� w U
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6. CONTRACTOR TO PROTECT TREES,PLANT GROWTH AND FEATURES DESIGNATED TO REMAIN AS FINAL o
NOTE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN LANDSCAPE MATERIAL CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE TOPSOIL STOCKPILE
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD AREA,IF REQUIRED.
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, 7. CONTRACTOR TO CONDUCT ALL DEMOLITION OPERATIONS WTH MINIMUM INTERFERENCE TO PUBLIC OR
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND PRIVATE ACCESSES AND FACILITIES, PIN/j 9629-244-778&9629-245-513
GOVERNING MUNICIPALITY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND 8. CONTRACTOR TO PROTECT ALL BENCH MARKS,PROPERTY CORNERS,AND ALL OTHER SURVEY MONUMENTS
d.
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY FROM DAMAGE OR DISPLACEMENT. IF A MARKER REQUIRES MOVING,IT SHALL BE REFERENCED BY A LICENSED SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
Z
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL LAND SURVEYOR AND REPLACED. TERMINIX SERVICE,INC.
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN PROPERTY OWNER P.O.BOX 2627 DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY 9. PROVIDE TRAFFIC CONTROL AS REQUIRED IN ACCORDANCE THE"MANUAL OF UNIFORM TRAFFIC CONTROL COLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE DEVICES"AND GOVERNING MUNICIPALITY REQUIREMENTS. DEMOLITION PLAN DRAWN: T.M.D.
BUILDING. CONTACT PERSON MIKE HOFFMAN-[phone]
CHECKED: T.M.D.
10. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION ACTIVITIES ARE TO BE FILLED TO SUBGRADE CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
ELEVATION TO AVOID WATER PONDING. JOB NUMBER: 20-201
No PRE-DEVD AREA 1 ACES ES(11
11. ALL COIJSTRUCTION/DEMOLITION DEBRIS SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7R) DATE: DECEMBER Ti, 2023
APPLICABLE FEDERAL,STATE,AND LOCAL REGULATIONS. 30 0 15 30 00 120 POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.B%) SCALE: 1" = 30'
Ca I I I n a 1 . 1. PRE-DEVELOPED PERVIOUS AREA 43 ACRES(88.3%)
( IN FEET) POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) C O
www.nc811.org \ 1 inch= 90 ft. CUT,Sc FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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OWNER
NOTE: NEW 6'SIDEWALK TO BE IN A DEDICATED I \ - „
8'WIDE SIDEWALK EASEMENT. CONTRACTOR TO
PRODUCE SIDEWALK EASEMENT PLAT AND / \ I / o TERMINIX SERVICE,INC.
RECORD IT PRIOR TO CITY OF ASHEVILLE / N. r ___.. Mike Hoffman
ISSUING THE CERTIFICATE OF OCCUPANCY FOR
THE NEW BUILDING(TYP.) / "- __—————
,,,mw0 P.O.Box 2627
--- — I C Columbia,S.C.29202
F. SAFE DISPERSAL AREA
u FOR EMERGENCIES PER - -. Phone:[phone]
`O NCBC 1028.5(288 S.F.) LIMITS OF LAND
DISTURBANCE(TYP.) ,`,,-; �n Q
(RANNEW LEICESTER HY. (R VARIES) 4ft
w� CIVIL&STRUCTURAL
- N.C.63 -SPEED UMIT: 45 M.P.H. 4'x4'CONCRETE PAD
VISIBILTY TRIANGLE(10'x70'). FOR EXISTING STORM Mrvs - CONSULTING ENGINEERS
— SEE"CONDITION"NOTE EXISTING TREES TO REMAIN, DRAINAGE PIPE 15212• — -- - / P
CONTRACTOR TO RETAIN AND OUTFALL om, L O C A T I O\ V A
PROTECT(TYP.) AMNs S 19'3344 E _�--- $90 Lone Tree Drive Suite 101
l `�56 §„a -� _ NEW 6 CONCRETE SIDEWALK _ ,1 N.T.S. Mt. Pleasant, S.C. 29464
/s '__ -_c——' —--—c=c= of $ 3' - - 0 SIREE PLANTI GG STR TROM aRAVE E) -i
S 16'OS'28"E 118.99 • NE
/(/ __ — _� //�//�� ���// - -8 ItortG sETe APIN COMMUNITYB ( )Ro G &y Phone: [phone]
STgF_ET pyeNnNGSTRiPbPROPOSED 18"CURBZONING: CBII COMMUNITY BUSINESS
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TT . II GREo�I I 6° I 49.91' 18 8' a
\ I I 396 NEW LEICESTER HWY ,i
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- 1 F.F.E.=zzs9.s I Ex.ASPHALT./,$ II a AC UNITS ON CONCRETE PADS ■
L'X I BEHIND BUILDING,CONTRACTOR
\\ �� Ex.RAMP / /N N q' 4 ° L n s Z I TO COORDINATE WITH M.E.P. I
_ 1.5. , y�/ / ASPHALT PAVEMENT(TYP.) I S• Z A °i DRAWINGS FOR EXACT FINAL
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• / I 9 uJ -m ® ALONG THE SOUTHERN BUILDING FACE, L+ �,
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/ `-- i ��` m �O,_ i I I r-_ SEE GRADING&DRAINAGE PLAN FOR I i� G
/ �• is '+ I PROPOSED GRADES TYP. F
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l NC — Oii*� �� .(a)s..Asa
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CHARGING STATION a Avm PINS 9629245317 NC--)
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VISIBILITY TRIANGLE 10'x70'.` _ , / 24' w II O
( ) PROPOSED 18"CURB N Ua / V / SEE"CONDITION"NOTE / ��- &GUTTER(TYP,) �31 W`� ��_�" ASPHALT PAVEMENT(TYP.) /o ) (
.; 2 / I / _ PROPOSED 8'HIGH �� -- .., L. I I O N
D y p / ` —`R SECURITY FENCE TYP. ` ////// _ MV 31.82' / �I TxT CONCRETE PAD FOR �A�//
N $� / \_ ( ) ',i/ /� Iv 1RBF BIKE RACKS(4 BIKES) --�1 QI
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�'�W / > / / ��' O`D `:'/ ��`_ FRONr N \ NOTE: NEW SIDEWALK TO BE IN A DEDICATED a M
2 O1 (� / / / 12'x18'CONCRETE DUMPSTER - co A, - „�! B�Nc MODULAR BLOCK O N
m .V.Q / _ U/11a"y. ` „ WN 1. 8Ado RETAINING WALL \ I 8'WIDE SIDEWALK EASEMENT. CONTRACTOR
/ 2y W F; 2 PAD WITH 6'TALL OPAQUE M tip- NEW _ \ 1111111111111
TO PRODUCE SIDEWALK EASEMENT PLAT AND P4 O
o C S.R. 80. 'y - • 5 co.,C RECORD IT PRIOR TO CITY OF ASHEVILLE O
2 / y N / FENCE AND GATE R OM 00' - _ E tV
/ �a/ / ,2a / 'O / / �® =__1 15 � f I RD (RnIV _N 0376 R ��WA 1p�srRFF o Ex aALT ISSUING THE CERTIFICATE OF OCCUPANCY FOR U
/ �°■ l / <'g i l 2 / T 35 M.P. V �~` +� cacRaAv THE NEW BUILDING TYP. CI
l Qf / g¢� / / try / �n¢ / / 24"WIDE THERMOPLASTIC _=-- y/ J I O
/ A/ / C ro v? rS / WHITE STOP BAR
/ '. / o� 2 STA./ d� / CONCRETE PAVEMENT DRIVEWAY T/W EL.02247.50 / STA.0+16 - QI
/ / Q2$/ �N _ ' , 'y WINS���- [� Oy E-I
/ N / / 4 QN APRON PER CITY OF ASHEVILLE B/W EL.2247.00 T/WEL.=2251.50 _ o EX qsl Nc— -
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/ / / Pe,,� / tg�Q / &NCDOT STANDARDS / B/W EL.=2246.00 / TA.1+ N R/ly W
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,�`pQ� �_ / B/W EL.=2241.00 1 .//' //\ T I+ - I-�
/ / / , N� // `"y�� / y�g� / 2 /UMITS OF LAND
CE(TYP.) / // // / �= 7 E 71NG j7�y LEGEND W
/ / op / I / / EXISTING FEATURES rlr
N4� Cr , % �(/ EASEMENTS SETBACKS I.+-I
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/ /,�/y ��otv r / �NQ�, CONCRETE SIDEWALK �-I
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NOTE: ALL TRAFFIC CONTROL DEVICES SHOWN ON \ / Z 2ti' / r21■ y s �2iA / 02YA I NEW ASPHALT PAVEMENT U
TRAFFICTHIS AN SHALL BE TO THE MANUAL OF CONTROL DEVICES STANDARDS(MUTCD).UNIFORM `� / A/ / Q 4Q' 1 // si��4� / 0.� I Cr)
/ / o. 2. ////� / _ / 2 I NEW ASPHALT OVER EXISTING GRAVEL
NOTE: BUILDING DIMENSIONS ARE TO OUTSIDE / / N� // N� / N� ! EXISTING UTILITIES ——ss——ss—— w
FACE OF WALL,UNLESS NOTED OTHERWISE. / / / J / I 1e'RCP 'C
EXISTING/PROPOSED STORM SEWER p
`\ / / / / I PROPOSED STORM SEWER
NOTE UPON BUILDING PERMIT ACQUISITION FROM CITY OF TAHECITYOF / / / I EXISTING CONTOUR ------zzoo
ASHEVILLE,THE CONTRACTOR SHALL CONTACT THE ARCHITECT AND ASHEVILLE PROPOSED CONTOUR 2200 03
CIVIL ENGINEER TO CONDUCT A PHYSICAL SITE WALK TO ENSURE
PLANS AND ACTUAL SITE CONDITIONS MATCH AND TO IDENTIFY PROPOSED SPOT ELEV. +2200.75 J
ANY ISSUES IN MEETING THE MINIMUM REQUIREMENTS OF THE Engineering Approvalo
NORTH CAROUNA STATE BUILDING CODE. PROPOSED WATER SERVICES 1"DW— W
Grading&Stormwater PROPOSED SANITARY SEWER SERVICE —4"PVC SS— U
(/)
NOTE: CONTRACTOR SHALL REFER TO THE ARCHITECTURAL 22-00023PZ SITE ENG PLANS APPROVAL 012923 SILT FENCE z o
DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL TREE PROTECTION FENCE n u c e 0 p
BUILDINGS,DRIVEWAYS,EXIT PORCHES,AND EXACT BUILDINGUTILITY N a
NSTALLATIONAOFE LOCATIONS. CONTRACTOR UTILITIES WITH EACH UTIUTYSHALL PROVIDER�RDINATE Tau reIcross LIMITS OF LAND DISTURBANCE —•—•—•—•— W E
EXISTING FEATURES TO BE REMOVED 01
01/29/2024 1:02:54 PM SITE TRIANGLE "CONDITION" NOTE
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN AREA WITHIN TRIANGLES SHALL BE CONSTRUCTED AND MAINTAINED BY
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD This certificate of approval provides notice of the right to inspect by the City of OWNER SUCH THAT CROSS-VISIBILITY AT A LEVEL BETWEEN 3'AND 10' DEVELOPMENT DATA BLOCK
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE ABOVE THE STREET ELEVATIONS IS NOT OBSTRUCTED(ASSDM 3C.07).
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, Asheville,to ensure compliance with NC G.S.113A Article 4. PIN# 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND
GOVERNING MUNICIPALITY ESTANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND SITE ZONING C.B.II-COMMUNITY BUSINESS II
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY PARKING & OPEN SPACE CALCULATIONS Z
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL PROPOSED USE PEST EXTERMINATOR TERMINIX SERVICE,INC.
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CANPROPERTY OWNER P.O.BOX 2627 DESIGNED: T.M.D.
THEBE RECORDEDTR AT THE COUNTY TO NI F THESE UPS ARE REQUIRED BY EXISTING BUILDING SQUARE FOOTAGE(75%OFFICE&25%WAREHOUSE/STORAGE) 1,700 S.F. _ SITE PLAN COLUMBIA,SOUTH CAROUNA 29202
ICONTRACTOR PRIOR OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE DRAWN: T.M.D.
BUILDING. NEW BUILDING SQUARE FOOTAGE(75%OFFICE&25%WAREHOUSE/STORAGE) 4,345 S.F. CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
NUMBER OF EMPLOYEES(15 EXISTING&25 IN THE NEW BUILDING) CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
N o MIN.PARKING REQUIRED: 1 PER 2 EMPLOYEES+1 PER 350 S.F.OFFICE SPACE 33 STALLS JOB NUMBER: 20-201
811 MAX.PARKING ALLOWED: 1 PER EMPLOYEE+1 PER 250 S.F.OFFICE SPACE 58 STALLS DISTURBED AREA 1.30 ACRES
GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%) DATE: DECEMBER 11, 2023
PARKING PROVIDED(EXISTING&PROPOSED) 54 SPACES(INC.3 KC.) SCALE: 1" = 30'
OPEN SPACE REQUIREMENTS(15%IN SUBURBAN AREAS-TABLE 7.11.4) 1.62 AC.x 15%-0.24 ACRES 60 ° 15 J0 B0 1Re POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%)
Carolina
OPEN SPACE PROVIDED(SLOPES STEEPER THAN 25%COUNTED AS 50� 0.51 ACRES(31.5A) PRE-DEVELOPEDVE PERVIOUSVI AREA 78 ACRES(88.3%) C — 1 A
BICYCLE SPACES REQUIRED(5%OF CAR STALLS) 3 ( IN FEET) POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
-- BICYCLE SPACES PROVIDED 4
www.nc811.org 1 inch= 90 ft. CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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--
I OWNER
A / TERMINIX SERVICE,INC.
Mike Hoffman
o u / __ (- �mwo`�1.{..
// P.O.Box 2627
o_�
/ _ - I Columbia,S.C.29202
- //-
Phone:[phone]
n
NEW LEICESTER HWY. (R/W VARIES) - `' RI,m�\ .x, V
,�/ SHADED AREA DENOTES ` CIVIL&STRUCTURAL
o OPEN SPACE WITH SLOPES CONSULTING ENGINEERS
_ HATCHED AREA DENOTES a// GREATER THAN 25% O C /� TI O\ k / /1 n
WEN SPACE WITH SHADED AREA DENOTES IL_ /� I \V/ H IF-'
SLOPES LESS THAN 25% OPEN SPACE WITH SLOPES .ii MNs -- 590 Lone Tree Drive Suite 101
GREATER THAN 25% =,(__ -
�- �__ _�� - m- a� - --= ss N.T.S. Mt. PleasantS.C. 29464
�_ 2268
S
GMF / MNS i• - _-22s+ I_
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............ ......::: .::.:i: -2266--- _ 2260 T, °3�- � 22 1
pq C. 3073 S.F.:;;;'?i;i`' Ex.Poem r .. p - 56
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,pry � �_ �'::�: / / /-___ - - _/ 5a yA' ��> y ., zz�.\ + �: yA'I N __ OPEN SPACE REQUIRED = 0.67 x 0.15%= 9.10 ACRES I ■
�� h� �@�. -__` 7t:.' III111 i/ -2260-_ ---3 --""-- __�___/ ... ... ,� xn T
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/ / / N T�_\z2s2__•``��SO/ / r 2248 ' II / - r r 7 A9�O/ /a/ I00
j �A i l/- ��54� /- r, �`titiy / R�eY I I OT41 r:4 cV
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OPEN SPACE CALCUATIONS '�-� m = 2254 /Y// / N
PIN#9629-244-778 - Q` i� _ 2252 W a M
L- 4,035 S.F. 2 a2� HATCHED AREA DENOTES a
/ T - D CO pb z 2250 / �ry5' I OPEN SPACE WITH O
/ 2248 4,882 S.F. /11 SOPES LE55 THAN 25R_� C_`ONSPACEREQRED = 0.95 x 0.15%= 0.14 ACRES / D �� -"�:.____ Nti E �OPEN SPACE PROIDED: / -_± < ho 22ao-_-r ic/ERaAVK x r,�, N
/ HATCHED AREA(SLOPES LESS THAN 25%) = 0.15 AC. / / i �_ ESQ-- �� / - J O
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/ OPEN SPACE PROVIDED = 0.12 AC. + 0.13 AC. = 0.25 ACRES / ' - U
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PROPOSED CONTOUR 2200 CO
PROPOSED SPOT ELEV. +2200.75 J
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NOTE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE I DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, A THECITYOE PIN# 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPUANCE WITH ALL CITY OF ASHEVILLE AND ASHEVILLE
GOVERNING MUNICIPAUTY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND /5
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL Engineering Approval TERMINIX SERVICE,INC.
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN PROPERTY OWNER P.O.BOX 2827 DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY COLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE Grading&Stormwater F�TI T DRAWN: T.M.D.
BUILDING. OPEN\ SPACE PLAN CONTACT PERSON MIKE HOFFMAN-[phone]
22-00023PZ SITE ENG PLANS APPROVAL 012923 CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
DISTURBED
North PRE-DEVE AREA 1.30 ACRES DATE: DECEMBER 11, 2023
laurelcross GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA an ACRES(11.7%) SCALE: 1" = 30'
01/29/2024 1:07:29 PM 5 30
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%)
J V
Carolina 8 ,1) PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3� -
�� This certificate of approval provides notice of the right to inspect le the City of ( IN FEET) POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1� C1 B
Asheville,to ensure compliance with NC G.S.113A Article 4. 1 inch= 90 ftCUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./nit=3,750 C.Y. 1
www.nc811.org
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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OWNER
SAFE DISPERSAL AREA FOR EMERGENCIES PER
NCBC 1028.5 (288 S.F.) TERMINIX SERVICE,INC.
Mike Hoffman
40 EMPLOYEES X 5 S.F./EMPL. = 200 S.F. REQ'D. / \ - _ _ — — — — — O`��
P.O.Box 2627
288 S.F. PROVIDED , / I Columbia,S.C.29202
— _ — — — — — — — — — — — — — — — — — — - - - - — — — — — —
Phone:[phone]
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CIVIL&STRUCTURAL
T /� CONSULTING ENGINEERS
I LEICESTER HWY. (R/W VARIES)
L O C A I I O\ MAP V AD 590 Lone Tree Drive Suite 101
_ N.T.S. Mt. Pleasant, S.C. 29464
N.C. 63 - SPEED LIMIT: 45 M.P.H. —
MNS Phone:[phone]
152.12' — - -
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01/29/2024 1:07:39 PM o
This certificate of approval provides notice of the right to inspect by the City of LU N
Asheville,to ensure compliance with NC G.S.113A Article 4. IX w
0
DEVELOPMENT DATA BLOCK
PIN# 9629-244-778&9629-245-513
TOTAL SITE AREA 1.62 ACRES
SITE ZONING C.B.II-COMMUNITY BUSINESS II
Z
TERMINIX SERVICE,
PROPERTY OWNER .BOX DESIGNED: T.M.D.
SITE ACCESSIBILITY PLAN COLUMBIA,SOUTH CARO(603)7A 2920218 DRAWN: T.M.D.
CONTACT PERSON MIKEBIA,SHOFFMAN-(803)NA 258
CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
North 81DISTURBED
RE- AREA 1.30 ACRES DATE: DECEMBER 11, 2023
GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7X)
�° 40 POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: 1" = 20'
Carolina ( IN FEEL,) PRE-DEVELOPED PERVIOUS AREA 43 ACRES(88.3%) C —
POST-DEVELOPED PERVIOUS AREA ScC.Y.0.78 ACRES(48.1%) 1
www.nc811.org 1 inch= 20 ft. CUT FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 /ALL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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OWNER
.
/ \ /j . TERMINIX SERVICE,INC.
N -- Mike Hoffman
/ Ca,APPROXIMATE LOCATION OF EXISTING �mw9 P.O.Box 2627
__—-- WATERMAIN,CONTRACTOR TO VERIFY I
__ _ _ - - -- - - - -"— AND FIELD LOCATE PRIOR TO BEGINNING Columbia,S.C.29202
CONSTRUCTION AND NOTIFY OWNER AND
ENGINEER IF DISCREPANCIES ARE NOTED
(TYP.) ELECTRICAL SERVICE TO RP BACKFLOW -•. o Phone:[phone]
PREVENTER FOR HEAT TAPE,CONTRACTOR o
TO SEE MEP PROPOSED UGHT POLE,SEE MEP TWO CONDUITS FOR POSSIBLE FUTURE CONNECTION TO�SERVICE S.BY EPANEL R OR - -
NEW LEICESTER HWY. (R/W VARIES) DWGS.BY OTHERS FOR EXACT EV SEE MEPSTATIONS
VATH
S. NYLON PULL
FLRCORDS, aoma\ `w"
LOCATION AND DETAILS(TYP.) SEEMACT LOCATION AND SIZE CIVIL&STRUCTURAL
N.C.63 -SPEED LIMIT: 45 M.P.H.
CONSULTING ENGINEERS
MNS ^/ D
152._-' __ ._..- -- L 0 C A T I 0\ I V A 590 Lone Tree Drive Suite 101
MNs _ S 19'33'44_E -_
_ - 1"DOMESTIC WATER SERVICE TO DIRECT TAP
56.25' --,:____-_-7,-----— x —, ---I EXISTING WATERMAIN WITH 1"METER AND METER N.T.S. Mt. Pleasant, S.C. 29464
s -- ---_- —- _ __ - --- W .-•-- I�r: I BOX PER CITY OF ASHEVILLE STANDARDS. USC
cMr i g 3'4ti Fyn-- -- z APPROVED REDUCED PRESSURE ASSEMBLY WITH
_S 16YJ5'28"E 118.9 �Ns� s 19'3- i 1I• SWING VALVE(OR REDUCED PRESSURE VALVE IF Phone:[phone]
PRESSURE IS GREATER THAN 175
P.i Ex.GRAVEL �wv -_ - - - I�d - -• I TO BE
I INSTALLED AFTER METER WITH HEVILLAlED VAULT
I __ I io,ry A - - _ _ N•I AND HEATER PER CITY OF ASHEVILLE
I.
I-r __ _ _ _ lo, STANDARDS. AFTER METER AND RP BFP,WATER
/ �\ 1� Ex.PORCH - I --_ .- ■ _ —_ ___ 1 A. IN SERVICE LINE TO INCREASE TO 1-1/4"TO THE
r _ U
I I BUILDING _(\ iP
P
>r 1 I 396 NEW LEICESTER HWY I / / APPROXIMATE LOCATION OF
�\\ �OUP_ \ 1
EX.,STORY BUILDING ' II / //Ex.PpkxlNc/ EXISTING SEPTIC TANK(TO BE I S I a•R6F C(/
`� F.F.E.=2269.51 I Ex.ASPHALT.1 / / / / 1-1 4"DOMESTIC WATER SERVICE
_ / REMOVED AND REPLACED NTH /
I F--- NEW CONNECTION TO SEWER MAIN XN
` �+ \ 1101111.11
IIIIIII. / L I TIE IN LOCATION TO THE BUILDING,
\� Ex.RAMP ./ / / / / / I _ 2II • a. LOCATIOCONTRACN
AND SIZE WITH M.E.P TO CONFIRM L I
_\ ia'P/ � \� �/ // / /ET.'pnRR)IJc / / // R•a M I_ Cw ®31 1 DRAWINGS(TYP.)
\ N f`33 W\w\" / / / / / `c`X • I M --. �8 n 1 I ` 4
I
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I I ~o i BUILDING,WITH CLEANOUT OU /�FERIN�'
/ I E� / �JB w,. �. IIIII .‘,1,.
(z),n'nse CONTRACTOR TO VERIFY EXACT
/ SnNC/K\ \ ap(3)s nsR LOCATION AND INVERT ELEVATION PRIOR
\ N R• • I LL 7'LocusT TO BE;NNING CONSTRUCTION TYP.
kiiiiiiiiiiiiiiiiiii
S. / s `��----,1_____ _ �= i°Ra_:-(1......„,,,_
=L \ - `. A`css�:� C =11111111111111111111111 � I INV.ELEV.=2240.00 I hiqtIj O
Ai
a o / NEW 4"SANITARY SEWER SERWCE TO TIE INTO \ W II ~y 2 / EXISTING SEWER SERVICE FROM BUILDING TO , - O/ REPLACE THE EXISTING SEPTIC TANK&FIELD IN _ i \� I)i�''�(i,"""""""""" �I rV/ k' ` THIS AREA,CONTRACTOR TO VERIFY LOCATION AND - av� 4"p fRSE 4"SANITARY SEWER I/ ,,�r / INVERT ELEVATION OF EXISTING SERVICE PRIOR TO a `Zl �� SS '� - CLEANOUT TYP.
W aim BEGINNING CONSTRUCTION AND NOTIFY ENGINEER ���_ ��W� (� - ----- \ rnI ••V al'.= 1.003 hili �-W N
0'i I / III
l AND OWNER IF DISCREPANCY IS NOTED(TYP.) , r __ I o` y� 'N I INV.ELEV.=2236.00 W a M
/ _ WI
/ 4"SANITARY SEWER CLEANOUT 4"SANITARY SEWER D COUNTY `' !Wilatizat 4o \. I \ �i CC
U '! / AND COVER FLUSH MIWTH HEAVY DUTY LD RIM _��__ 13j5 ME _Q.pO. PP . O U
2 / y / CLEANOUT(TYP. S.R, Hon, 16 'e
Y 2, PAVEMENT EXISTING PAVEMEN¢� I / " �/Ex.nspRaEr &REMOVED WHER It
� • / / / ; INV.ELEV.= 300 ,pWITH NEW SEWER E• _ DHED/ � / Ootp / _` / -U,INV=2z3sr6 J PER NCDOT AND CITY OF H Z,
/ 2N 1
PROPOSED UGHT POLE,SEE MEP ��` � �/C97 ASHEVILLE STANDARDS(TYP.) I �i
N / 2 / 'It
/ off¢ / / DWGS.BY OTHERS FOR EXACT / \ _ '% %r MNs�z v�P O O
/ / No / _2/ / ill
/ / LOCATION AND DETAILS(TYP.) / p __ % I! r --
-EggrNo-p-m-----_-_____j E_{ Iz I
/ ,/ / 2 / �2/ // '(f2 / !; / 4"SANITARY SEWER b' " \� `� illiq
6 W a
N 4 omNm aW �2 / CLEANWT TYP..r.50* rry T ®� z- P-I
/ / / 2a+� / NU,,, / INV.ELEV.=2236.00 / �/ E� O I . QW
Wv.
/ r 'oo/ o / h,„= nNO R/y LEGEND U/ N� / �•6.
y / "_ �_ DZE�� _ EXISTING FEATURESl'i liltH
�N O z; �/ 1 / F EASEMENTS/SETBACKS U] 'yy
/ L/ 2 ¢ro A EXISTING FEATURES SUCH AS THE 10"HDPE MAILBOX, 3//I V , 1 PROPOSED FEATURES
/ /2/ ,p ETC.TO REMAIN,CONTRACTOR TO REMOVE FOR / / Q JQ EXISTING PROPERTY LINES
/ / / / p''M INSTALLATION OF NEW SEWER SERVICES AND REPLACE v ��L'i �% y? `�$& TWO(2)SANITARY SEWER _______ 0..
/ `\ 2 I �. /./ b �,� W CLEANOUTS VATF1 HEAW 1111141 4"1
/ / TO MATCH THE EXISTING CONDITION WHEN COMPLETE 4�
C� /1Y V �� h � r�1 DUTY SOLID RIM&COVER IN PROPOSED BUILDING LINES O
/ / / ,o-.¢ . ? A: //�a Wq R� I PAVEMENT TYP.• E E O
\1 / 2 .4.....?.'/ / q,pW /�a /�`�y 7' / INV.ELEV.=2232.00 CONCRETE SIDEWALK No F
/ TWO NEW 4"SANITARY SEWER SERVICES TO TIE INTO THE a� �' Q. YOj W L �i U
\- EXISTING 4"SEWER MAIN,CONTRACTOR TO VERIFY EXACT Lb/ I1�OVNDPE I'� CO �2va / 02�4 7 NEW ASPHALT PAVEMENT Iln
\ LOCATION AND INVERT ELEVATION PRIOR TO BEGINNING _ -z232as • v¢/ s;\3'4� / R� Cr)
CONSTRUCTION. IF CONFUCT OR DISCREPANCY IN Ois cup /
ELEVATIONS IS NOTED IN THE FIELD,CONTRACTOR TO NOTIFY Nv-2229.so 0. i �• I NEW ASPHALT OVER EXISTING GRAVEL
THE ENGINEER AND OWNER IMMEDIATELY(TYP.) CLEANOUTS / 2 / 2
TO BE INSTALLED AT TIE IN POINT WITH HEAVY DUTY SOLID 9 ss� 1 " �, N� / ,) I EXISTING UTILITIES --ss--ss-- w
RIM AND COVER FLUSH WITH EXISTING DRIVEWAY GRADE •
TOP ELEV.=2234.003 J 'Nv-iz26.o3 / I 19'RCP Q
INV.ELEV.=2227.00t / a•ss EXISTING/PROPOSED STORM SEWER p
\ / / / I PROPOSED STORM SEWER
.......
\/ / / / I EXISTING CONTOUR ------2200 }
PROPOSED CONTOUR 2200 CO
PROPOSED SPOT ELEV. +2200.75 J
D
PROPOSED WATER SERVICES 1"DW— 0
W
PROPOSED SANITARY SEWER SERVICE —4"PVC SS— _
U
N
SILT FENCE
Z
TREE PROTECTION FENCE o 0 0 o 0 p
0-
LIMITS OF LAND DISTURBANCE —•-•-•-•— N d
LU U
EXISTING FEATURES TO BE REMOVED •.•.•.•..:. .;•:•:..•••..:..•:•: w
0
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN
ACCORDANCE & SECTION A UAL,LATEST IT S OF THE CITY BOFU ASHEVILLE IEDTO TH ECITYOF
SPECIFICATIONST DETAILS MANUAL, DIEEDITION. OFILT TO BE TIED STANDARD THE DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, PIN# 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND ASHEVILLE GOVERNING MUNICIPAUTY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND 0
Engineering Approval SITE ZONING C.B.II-COMMUNITY BUSINESS II
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY Z
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL TERMINIX SERVICE,INC.
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN PROPERTY OWNER P.O.BOX 2627 DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY Grading&Stormwater COLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE UTILITY PLAN DRAWN: T.M.D.
BUILDING. 22-00023PZ SITE ENG PLANS APPROVAL 012923 CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
laurelcross DISTURBED AREA 1.30 S DATE: DECEMBER 11, 2023
GRAPHIC SCALE A
PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
01/29/2024 1:07:44 PM 30
0, - 0 B0 120 POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: 1" = 30'
PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
Carol i n a 110 his certificate of approval provides notice of the right to inspect le the City of I POST-DEVELOPED PERVIOUS AREA 0.78 ACRES 48.1
Asheville,to ensure compliance with he right
G.S.113A Article 4. MI 11
IN FEET
www.nc811.org \ 1 inch= 90)ft. CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y. 2
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

G
NAGE
1. ALL ELEVATIONS& I SHOWN ARET FINISHED GRADE ELEVATIONS.CONTRACTOR TO / - `q,`- tS S&/'ptr.,
SUBTRACT PAVING SECTION,BUILDING SLAB,AND BASE THICKNESS FOR SUBGRADE O'O 4%.4
ELEVATION. / _•4a. r'
2. ALL STORM SEWER PIPE SHALL BE GASKETTED BITUMINOUS COATED CORRUGATED I `"`i`X0 zaeos D.
AL 0 3 6 • c
METAL PIPE(BCCMP).ALL DRAINAGE STRUCTURES SHALL 4'DIAMETER PRECAST
CONCRETE STRUCTURES,UNLESS NOTED OTHERWISE. ALL DRAINAGE GRATES AND I EXISTING R/W_ s° / O. CM.NDUQ,},�`
SOLID UDS TO BE HEAVY DUTY,H-25 RATED.
- B//oN K 1'
3. ALL EXISTING STRUCTURES NOT SHOWN TO BE REMOVED OR RELOCATED SHALL - -�-- ai4's
REMAIN.CONTRACTOR TO RETAIN AND PROTECT. EXISTING RAN_ -_----- �N
EXISTING R/W -- I
4. CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR ROOF GUTTER DOWNSPOUT
LOCATIONS. ROOF LEADERS TO BE CONNECTED TO THE UNDERGROUND DRAINAGE I \ OWNER
SYSTEM OR OUTLET ONTO THE PAVEMENT OR IN THE GRASS WITH SPLASH BLOCKS AT \ _
"
EACH LOCATION. I "
5. THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE A / \ I. Ia TERMINIX SERVICE,INC.
IMMEDIATELY IF HE NOTICES ANY DISCREPANCIES ON THE DRAWINGS OR IN THE FIELD I/ / N am r" ---" Mike Hoffman
PRIOR TO BEGINNING CONSTRUCTION. //o
/ ---- CornmANONNA
6. RUBBER GASKET/BOOTS SHALL BE INSTALLED ON ALL PIPE CONNECTIONS TO ///_/ Q P.O.Box 2627
DRAINAGE BOXES. _-______------- I Columbia,S.C.29202
7. MAXIMUM CUT&FILL SLOPES TO BE 2'HORIZONTAL TO 1'VERTICAL. ANY 4'x4'CURB INLET B-2
SLOPES STEEPER THAN 4H:1V SHALL BE STABIUZED WITH ERONET EROSION CONTROL (C.O.A.DETAIL 8.03) qDA ACCESSIBWTY ROUTE FROM RAMP TO Phone:[phone]
BLANKET BY AMERICAN GREEN OR APPROVED EQUAL. GRATE L.==43.62 // o
INV.EL.=2243.62 // THE DOORS(MAX 1:20(5%)SLOPE ALONG
II ROUTE WITH NO MORE THAN 1:48(2%)
8. CONTRACTOR TO SEE GEOTECHNICALRECOMMENDATIONS
INVESTIGATION REPORT BY OTHERS FOR ALL NEW LEICESTER HWY. (R/VN VARIES) /I CROSS SLOPE. ADA RAMP AT PARKING °-- --
SUBGRADE PREPARATION RECOMMENDATIONS AND REQUIREMENTS. // ��Lam' jai
EXISTING 15"RCP STORM // SPACES SHALL BE NO MORE THAN 1:12(BX). ma\��"
r.
DRAINAGE PIPE END TO BE // ADA PARKING SPACES SHALL BE NO MORE CIVIL&STRUCTURAL
9. ALL NEW STORM DRAINAGE UNES SHALL BE LAID UPGRADE AFTER CONFIRMATION N.C.63 -SPEED LIMIT: 45 M.P.H. SAWCUT AND OUTLET ONTO // THAN 1:50(2%) `' CONSULTING ENGINEERS
OF EXISTING INVERT ELEVATION. EXISTING CURB/WALL TO REMAIN, NEW 4'x4'CONCRETE PAD I/ DNs __
CONTRACTOR TO RETAIN AND INV.EL.=2258.50± a/I _ A�\/ /�
PROTECT. NEW PAVEMENT AND p/I 15212 L O C H TI O\ V A P
FINISHED GRADE TO MATCH •II Des S 1933'44_E _t--- --,... ...,-.-_,..z.
C/ V
EXISTING BASE OF WALL(TYP.) 6 _ /L= '' -1��- , �'} zz TREE
TE FENCEE(NP)& 590 Lone Tree Drive Suite 101
_ --- I _--_-}z
_ _ _-- 5 a -_�°- z66r- N.T.S.
THE Mt. Pleasant, S.C. 29464
\ cDp S 16 5'28 E 118.9 �DNs 1__f S 3- -� I _____2z>o- v __zz6a ___-zz6a_�'-
__ ____ ____ { �J L_---- -22/0� _ I/_ --- - _ GARY&DORIS GIBSON
D� r__ 6---=-_-_--__ 6z PIN# szszas2s7w Phone:[phone]
r-�ZA I Ail
I I -WV--___--_ __ _ _]J---------226 _ M
{ I Ex.GRAVEL T-z2s-- --_________ -zzfia- _/�_ _z2sa---- 22§9.-- ZONING: CBI!-COMMUNITY BUSINESS F
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\\ { �Z-__-\ -L _ _- I / _ --2266- 1 �1_- -A- 2262-___ _ l
\ ' �- -2266 • 2260, 2256
1 -_, \� iJ Ex.PORCH - i k'z -T-__ _ �.----- .,Jr� - IIIp�,,_ 2258 ` A' --', IN BEASLOPEDFAWAYA FROM TO SHEVILLE �7
- 6/ _ -` -�z BUILDING TYP. f i
ss• r-- 2 '2264_-I ' �' ,/' TREE PROTECTION '' - I I° •��- _ ,22. 11. _ (TYP.) _----- Engineering Approval I ,Q
_ _`zz6a__ �, I / '1 2�62 °.�. '�' '10� 251 h�' h�' ` r •
\\ �q/p_ }�w,.�262 �� �-- 3EX 1 STORYEBUILDIN //�-2262-_ IL ,ZgO �12 FENCE(TYP.)� ,Ig% lir 1, `RY�OO 'VR" �� Sa�� a• CCONTRACTOR TO ONCRETE PADS FOR ENSURE Grading &Stormwater
_ Ell__ _
F.F.E.=2zs9s �� / F g g - �L 'm
x / Ex.Nsprvnlr.1 ------_, / �6 g� 4`3• 9`I c' HVAC UNITS ARE LEVEL,
`\ ryry� �\�� / 22''-_/ _----- .I 225a__. qTg jyy'1' z2��, +i
_nh� XN ADJUST GRADES IN THIS 22-00023PZ SITE ENG PLANS APPROVAL 012923
ma
ill ,/ /ter 2258-- 5 'V
\, l•I Ex.RAMP // � --- 2256 00EV
m AREA ACCORDINGLY(TYP.)
/' - :/ 260� 20 L.F.OF 18"BCCMP4 III
/ / 0 0.45%SLOPE /w'-< / ••2 r1q' I / /C>/ �I UMITS OF LAND laurelcross
_ ae� \ Q = w -�/ \zz'�. - 85 L.F.OF 15"BCCMP / 254 tI ® ? �S 1 i eW DISTURBANCE(TYP.)
I ���\'-�--'"-�,a\_ _ O 0.45X SLOPE ® I z Y / / la` ry - !�\'� '`22$6 'p _2256-- + s �, / S/ .wo.�°' 01/29/2024 1:03:14 PM I
�® \ a,
/ � \� \_ __ 2258 2�` _i__ 2256 _- h •2252 , + /*/ 1-4o ry I This certificate of approval provides notice of the right to inspect by the City of /4,E E R I N C,
/ N _ ?. ♦2266. \ eN / IAsheville,to ensure compliance with NC G.S.113A Article 4.
/ \ 175• �L�S j -Z.i \ �� �z7w'� y 1.11./ 7TNC q I • `� 55.5�0 �c 225a.6,,py, / 250, 1e c� 'LL ;'an_ 8
/ / `__ d I Re Y ._ - '�� .0450 , /-��- 2 �9g /ryryAI/z LocusrNS 99245317 ¢ I--1I
ING: CBI!-COMMUNITY
,n / _ J N \' .v.@ • _ 3SO- •4, --248 ' 1 II / rvnrcNlNc DENO 19' • 91, I PRECAST CONCRETE OUTLETBUSINESS
yNf;� / 2 / / / _1` \ I/•-�`- IU2 • UNDERGROUND 2k p oErENFEAR pipes ,�1/� WEIR STRUCTURE A-2 O OW c'- / u, / �. // .f- w ' ®'T( / SUMP EL2242.50
/ / \ _ - �I WEIR INV.EL 2243.50 (may/,
om N o ONP� I /E0eE = 11%, �1
/ Z.
III
/ II
LIMITS OF LAND _ _ �� �- i�_--4 _ 2254 �Ara4 \ N
�a 2 / > / / DISTURBANCE(TYP.) l/ OLD �"��� _ �252 2250 A�' � u�I FROM FOUNDATION DRAINLTOnTIEPN 0 1-. M
ie 4Q / I COUNT), �/-,`�►�_ / )\�1 OUTLET STRUCTURE(AFTER INTERNAL I O
�' / =o,W "� 2 SILT FENCE TYP. / M �� a_ _� ' / \ WEIR WALL),SEE STRUCTURE I , O
o C / / (TYP.) 4'x4'CURB INLET B-3 S 6 �� / O
2/ 3N0 ((C.O.A.DETAIL 8.03 _-+--��N�� 315 _�"'� `�'' ._ A2/
/ $'C / W tp / ro /CRATE EL.=2253. J
� �` 1DRAWINGS FOR CONTINUATION OU/ / rn0 / `«INV.EL=2244.00 / 1,"1/ g �N v __�o. / IE -` •. wcp TREE PROTECTION&Q3 / a / Z.
_ CY v_ - JSILT FENCE(TYP.)W�� M� , /•
N/ / / o:+c / DETAIL BELOW FOR : -� _ _ ' DN/ / / ._. IWAYIRON
GRADE / ' I
o: / O o-, / PCITY ASHEVILLE 35 L.F.OF 15"RCP - N R/�__/ / / / / rQ / ANCDOSTANDARDS /O 4.28%SLOPE _/ 0 a RETAINING WALLHEADWALL A-1 pa �-!_ 2 Rii3/ o: / INV.EL.=2242.00 n/ STA 0+00 /
/ / / / B�EL.=224700RETAINING / , 7 LEGEND
/ / / /W' rrvv opE / EXISTING FEATURESSTA,+25 - 6/ U o • 0 EL=2241.50 ( z// •--( Ii ' / EASEMENTS/SETBACKS 0/ M /W EL=2241.00 / �'V \x 2 2 PROPOSED FEATURES /�/ / / $ Ill
EXISTING PROPERTY UNES --- -/ / w V / N W / N 1// c� • / c7� / M g�� / I PROPOSED BUILDING UNES/ CONTECHORMTOR"WATERWoN / 4/0 'S, 42I N4? CONCRETE SIDEWALK-( / QUALIUCTU B-1 / y aQ, / o��roN� /i �/ Q'N o 7' �N O .
INV.EL.=2243.53 / �' O / r2/ i�rvvrvDpE y 2sla/ 02'w/ NEW ASPHALT PAVEMENT U
BOTTOM EL.=2237.67 2 / �4^ -2232.66 / szyeoS�4., / R
O� Q s.\� x V I
30"DIA.RISER FOR / �' / his cup /(`/ 22sa- / �, NEW ASPHALT OVER EXISTING GRAVEL
\` / Gj'ev 2229.59/' \3 Z
` DUTY sou RIM&COVECE WITH R I <•ss i% I V
. ■ 2 2 48 \ I _ (TYP.) / / ry 1-r ry / N I EXISTING UTILITIES ss- ss - W
I I / / J / =2z2e.o3 I EXISTING/PROPOSED STORMSEWER 18'RCP QQ
/. ��\ / / / / / s_\
_ / / // _ / PROPOSED STORM SEWER
�/ � \
/ I EXISTING CONTOUR --zzoo }
/ / I I PROPOSED CONTOUR 2200 CO
\----i''/ / I I FARTHW/1RK NOTE:
/ / I II I'''',1
PROPOSED SPOT ELEV. +2200.75 J
/ \II II 1. IT IS ANTICIPATED THAT IS REQUIRED TO SECURE ANS SITE WILL AP ROVED GRADIRE NG PERMIT APPROXIMATELY
FOR THE3,750 C.F.OF BORROW MATERIORROW D SITE PRIOR TO INITIAL.THE IATING ANY ONTRACTOR PROPOSED WATER SERVICES 1"DYI- LLJ
NOTE: ALL STORM DRAINAGE STRUCTURES SUCH AS MANHOLES,INLETS, / /2246 II II I LAND DISTURBING ACTIVITY. PROPOSED SANITARY SEWER SERVICE -4"PVC SS- U
JUNCTION BOXES,CATCH BASINS,ENDWALLS AND HEADWALLS SHALL BE / / I I UT
CONSTRUCTED OF SOLID BRICK,SOLID BLOCK,OR PRECAST CONCRETE __ �80/ / - I I 2. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95%MAXIMUM DENSITY(STANDARD SILT FENCE z
MEETING NCDOT STANDARDS.ANY STRUCTURE WITH A DEPTH GREATER �J _ -�-y; ?6 -- I I. PROCTOR),SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH AND DEBRIS,AND BE PROPERLY BENCHED AND COIL TYPE DFSCRIP110NC Z 0
THAN 4 FEET SHALL HAVE STEPS INSTALLED.ALL HOODS,FRAMES,AND c 1 0/ ▪'--y-;y,�25 11 / DRAINED. TREE PROTECTION FENCE o 0 0 o O p
GRATES SHALL BE DOMESTICALLY PRODUCED CAST IRON OR STEEL AND ``�\N ---. 14 yjL.--/TUqF --,I°°.- ///%/%////// SYMBOL NAME SOIL GROUP LIMITS OF LAND DISTURBANCE -••-••-••-••- N a
APPROVED BY NCDOT. ��� - _ 3b-r SIOEWq Iy,'- •70 %/ 3. FOR FILL MATERIAL,UNLESS A PERMIT FROM NCDEQ DIVISION OF WASTE MANAGEMENT TO OPERATE A LANDFILL IS ON
I ,,•49- 38-=�`� 515 O� x FILE FOR THE OFFICIAL SITE,ACCEPTABLE FILL MATERIAL SHALL BE REE OF ORGANIC OR OTHER DEGRADABLE ® d.1 N
- •�. '�'S 5Qg erg' `V 0 x I\ I MATERIALS,MASONRY,CONCRETE AND BRICK IN SIZES EXCEEDING 12 INCHES,AND ANY MATERIALS WHICH WOULD CLIFTON CLAY LOAM a EXISTING FEATURES TO BE REMOVED •,•••,••• ••,•• CC W
ink•-��--+°:_-� --.6g6-4�_ 60\\ CAUSE THE SITE TO BE REGULATED AS A LANDFILL BY THE STATE OF NORTH CAROLINA.
7:
.................
3.
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN .113 ,n �•-� -
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD u Air � 4;63 _ 4. ALL CONSTRUCTED SEVERE SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A NORTH CAROLINA REGISTERED
0 �`�� ---.... r `__loosPROFESSIONAL ENGINEER.ADDITIONALLY,FOR CONSTRUCTED SEVERE SLOPES GREATER THAN FIVE FEET IN HEIGHT,AN DEVELOPMENT DATA BLOCK
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE 'N �� -
U` . INSPECTION AND A STABILITY CERTIFICATE ARE REQUIRED BY A NORTH CAROUNA REGISTERED PROFESSIONAL
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, 'o y.,� 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND "' �\ ENGINEER WITH GEOTECHNICAL EXPERTISE SUFFICIENT TO PERFORM THE INSPECTION AND STABILITY ANALYSIS.FOR PIN#
"' ALL CONSTRUCTED SEVERE SLOPES WITHIN PROPOSED OR EXISTING PUBLIC RIGHTS-OF-WAY,PERIODIC INSPECTIONS
GOVERNING MUNICIPALITY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND \ TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND I '21 '"��• AND COMPACTION REPORTS ARE REQUIRED BY A NORTH CAROUNA REGISTERED PROFESSIONAL ENGINEER TWTH GEOTECHNICAL
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY I EXPERTISE. SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL I /� / TERMINIX SERVICE,INC.
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN I S./\, 1 O� PROPERTY OWNER P.O.BOX 2827 DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY - / GRADING & DRAINAGE PLAN COLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE �= DRAWN: T.M.D.
BUILDING. N ��_- CONTACT PERSON MIKE HOFFMAN-[phone]
SPE_____/ CHECKED: T.M.D.
N E CITY OF ASHEVILL.E SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
N orth AREA 1.30 AES
_1,.
L�MI r� GRAPHIC SCALE PRE-DEVELOPEDDISTURBED IMPERVIOUS AREA ES
0.19 ACRES(11.7%) DATE: DECEMBER 11, 2023
1 15 w POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: = 30'
PROPOSED DRIVEWAY APRON GRADES ` V 0
CCarolina , _"5;„ SCALE: 1"=10' PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%) C
3 A
( IN Fes,) POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) -
wWw.nc811.org16".. 1 inch= 90 ft. CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

/ :o41' tSSRO r':
s.
Exec,MC 2moe 0. EA
o.
_EXISTING R/W_ sBor4, � '.�4'gy�Y.ND�}Q.Q}x``�
EXISTING R/v- _ -------I 9 NON eMo�N ,'I�/II \\`
EXISTINGR/W _- _----_--_---- - I -�--
TH ECITYO F 1 OWNER
ASHEVILLE / \ / `° TERMINIX SERVICE,INC.
A / Mike Hoffman
F (,.•,..,
Engineering Approval ;%' -_____---
mmw0 P.O.Box 2627
Grading &Stormwater
-_ / I Columbia,S.C.29202
22-00023PZ SITE ENG PLANS APPROVAL 012923
laurelcross Phone:[phone]
01/29/2024 1:03:22 PM NEW LEICESTER HWY. (R/W VARIES)
0 CIVIL&STRUCTURAL
N.C.63 -SPEED LIMIT: 45 M.P.H. fro
CONSULTING ENGINEERS
This certificate of approval provides notice of the right to inspect by the City of // MNS _ --
Asheville,to ensure compliance with NC G.S.113A Article 4. s0.l� 15212a O T I O\ n /
AP
11 Mrvs S19'33_44�E = sg� r -- L I IV Suite
6 `3',��_-� 7/-= �� V 2zfie 59 Mt�Pleasant,DS.Ce 29464101
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f.
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\ 1 M� - -- -- -/7---- 6 226- PINf 9629245267 e:(843)30 -
`2264 I I v®®v 1a.Jj__-_-____226 -___
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Y B_-_ i� - I __________ ________2266- -__-____-___ _ - 1______ 2262-_____
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F.F.E. 2269.51 /I EX.ASPHALT / \ / �\ZZ�\ + ._n�^9
h�ry III III ,/ 2260 �_� -- 2256-__ 22 b h 'V /�"11 -
L,I,,,� Ex.RAMP /"/ Y�2 _ _- ------,---- -C.I.B-2 2256 0 I -N 7 m
\ / �'�\_ \ / 280- -CITY OF ASHEVILLEL '�•� _L I I Z°i / •
m UNDERGROUND DETENTION: RUNS OF
\ o '� - ______--- - / /' `l5" 1 _ / // >r .. _ 1 S84"EE BCCMP IN MANIFOLD SYSTEM.
- CURB INLET 2 j WI P
ry / -m,-�w / ?.24 _ / ® ?Sq x W • SEE CONSTRUCTIIXJ DETAIL SHEETS
\ Z\ / �o1'P I h1 01�1 __ � 2254 z S \ / FOR LAYOUT AND BEDDING DETAILS
/
AND DIMENSIONS
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// /S71NC q 55.50 CURB INLET ♦ s / •t'l- 'LL ri.(s)5"A. I
I -,3 \ CITY OF ASHEVILLE / -�E 'o <
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_ ` d1`3"Re P�L� 54.50 / AlIN\�_ 1111,■11111111�l ,' SA• / N m / O ^ 8
S N_ • m ZONING CBI!-COMMUNITY BUSINESS
/' ���;_' N �K'3 W'zzsz_' - -2246 �I NMI ,,III•111111111 /, � /p j. . I oo
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m p / / `_ p-i - /I/ ' ;1 _=y1iilIIIIIIIIIIIIIIII.IIIi i /�'II UNDERGROUND DETENTION O
2 ..- / / - ` / _ � ixeF MANIFOLD SYSTEM(84"3.50 BCCMP)
�e oN / /�j \ _ 1 0" 2 N `2`3.9 _ 22+6 ` J... BOTTOM EL.=2243.50
W°i� °�� / \�__ x > 0' _ //'-- L��_ v1 84'DIA.PIPE TOP EL.=2250.50 4 N
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l l / l I I i O� /+ I - `` � k52 225`► �� l VOLUME=6,082 C.F. I-� M 2 `r g
wry 4Q / aC` / a D O(/NT `Stay .,_�- 2248 / Y I I : O
/ 2m W / � / 2 / Y H _ � / PRECAST CONCRETE OUTLET Ix O
g / :, W a� / / / ��-�_-®'�N S.R. 1315 _OMC �60=\\ I�?y j WEIR STRUCTURE A-2 I
N C p •
BLACK
N aa: / �� / Ua� / & -yU lH, (p„_ �I�NO3y; b'L `z/ • o,� Ex. HALT O C„) N
/ Z2ak/ / I �a r;� / a 3'M.P.H ifARIES -�`'\z_ :� 22� 12"vRPr i \ x x
2 / FQ,- / N 2 STRUCTURE B-1 \ _ Z
/
/ CONTECH WATER QUALITY UNIT TO �� _ Nti _\�=_ _� L, H O
N Ey / III W �,4'" / 2 TIE INTO 84"BCCMP MANIFOLD / -7---------
>� N ;L[L})
/ / 2 / �2a4 �N / SYSTEM WITH 18"BCCMP / ' ,� roe-v_P.A 1 --
z [~
/ / / 4 kg
q`U' 30"DIA.RISER FOR MAINTENANCE / 0 7 . --- --- ,1 EX pSl N�R d
/ / / X w / WITH HEAW DUN SOLID RIM& / /HEADWALL A-1 N / _____]
/ / / 2 / �2LZ�I / II
/ COVER(TYP.) i t7 I `� 6/ / a, 84"BCCMP MANIFOLD SYSTEM TO ON l l
ll / op J W1TH 18•BCCMP(TY� 2� rroHOPE 2 _ ` \ // nNG Rom, LEGEND U W
I Round Pipe Stage y o
C= NTECH p 7 Ug Q / EXISTING FEATURES illt
r
ENGINEERED SOLUTIONS Al / ant` a z ( /// V 1\ EASEMENTS/SETBACKS
Storage Table / �� / ��` �2000 Jo� c�2 W I �� I PROPOSED FEATURESkit--- - ^ W
p2/ / / // �% `.i / N I EXISTING PROPERTY LINES 1--1 w 0.4
4� ,oNR / c`7 ) / QAi '� J' PROPOSED BUILDING LINES
Contech Engineered Solutions,LLC Engineer JAK m maw I � // ,` ap�c / 2y��� O
Date 111612023 2 /
2 3/ / oN�W /,ICfy �a o42i r I o,NQ� I CONCRETE SIDEWALK �4
Site Information 4 /_- Q r ---, �r.
a s��o`O,�r3 // / vY rnroN�A L 'f o�W I -.
V• Fis irovHOPE /y 2`sla / 4.7 NEW ASPHALT PAVEMENT L)
Project Name Terminix / czi 2 / •
g3^/ -223266 / sy 6'3/ /
Project State NC / Na / �a�is cMP //i' s,\�ra� a,- I Cr)
Project Location Asheville / / �� 2`V-2229.59 8..1 2,2sr ......
/ 2 I NEW ASPHALT OVER EXISTING GRAVEL
\ N� a ss� //\\21 -., Ne / Nf I EXISTING UTILITIES w
Enter Pipe I_D= 64 in. Total Volume/LF Total CMP Length 210 ft- I / TTT///��� /,5•CMP / r
Enter Desired Increment= 3 in. 38.48 System Invert= 2243.50 ft. \ = - / / / ' i INV=2226.03 / I EXISTMG/PROPOSED STORM SEWER IS.RCP QQ
/ / // PROPOSED STORM SEWER
Water Inc Area Hyd Red Top Width Volume WS `- / / � 1/ / I EXISTING CONTOUR ------2200
Inc Bum Level Elevatio }
(sq.k.) (k.� (ft.) (CO PROPOSED CONTOUR 2200 fn
(in.) n(ft.)•
w
1 3 0-44 0.16 2.60 92 2243.75 PROPOSED SPOT ELEV. +2200.75 J
2 6 1.22 0.32 3.61 256 2244.00 w
3 9 2.22 0 47 4.33 465 2244.25 PROPOSED WATER SERVICES 1"DW-
• PROPOSED SANITARY SEWER SERVICE -4"PVC SS-
4 12 3.37 0.62 4.90 708 2244.50 c.1
5 15 4.66 0.76 5.36 978 2244.75 SILT FENCE to
z
6 18 6.05 0.90 5.74 1270 2245.00 SOIL TYPE DFSCRIPTION' TREE PROTECTION FENCE 0 0 0 0 0 0
7 21 7.52 1.03 6.06 _ 1580 224525 SYMBOL NAME SOIL GROUP LIMITS OF LAND DISTURBANCE -•-•-•-•- 5 4
8 24 9.07 1.15 6.32 1905 2245.50
9 27 10.68 1-27 6.54 _ 2243 2245.75 Ilti
CLIFTON CLAY LOAM B EXISTING FEATURES TO BE REMOVED ,.,.,.,.,.,.,.,.,.,.:.,.,.,.,.,.,., CCW W
10 30 12.34 1.38 6.71 2591 2246.00 0
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN 11 33 14.03 1.48 6.84 2947 2246.25
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD - "
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE 12 36 15.75 1.58 6.93 3308 2246,50 DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, 13 39 17.49 1.67 6.98 3674 2246.75 PIN/j 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND 14 42 1924. L75 7.00 4041 2247A0 •
GOVERNING MUNICIPALITY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND TOTAL SITE AREA 1.62 ACRES
AS LTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND 16 45 20.99 1.83 6.98 4408 2247.25 UNDERGROUND
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY - -
WEL SITE ZONING C.B.II-COMMUNITY BUSINESS II
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL 16 48 22.73 1-89 6-93 4773 2247.50 z
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN 17 51 24.45 1.96 6.84 5135 2247.75 TERMINIX SERVICE,INC. DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BYPROPERTY OWNER P.O.BOX 2627
18 54 26.15 2.01 6.71 5491 2248.00 coLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE - PTDRAWN: T.M.D.
BUILDING. •
19 57 27.80 2.05 6.54 5839 2248.25 DETENTION PLAN N CONTACT PERSON MIKE HOFFMAN-[phone]
20 60 29-41 2.09 6.32 6176 2248.50 CHECKED: T.M.D.
• • CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
21 63 30.96 2.11 6.06 6502 2248.75 JOB NUMBER: 20-201
N o 22 66 32.44 2.13 5.74 • 6812 2249.00 DISTURBED AREA 1.30 C ACRES DATE: DECEMBER 11, 2023
23 69 33.83 2-13 5.36 7104 2249.25 GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
24 72 35.11 2.12 4.90 7374 2249.50 a +s no so +m POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE:
Carolina •
25 75 36.27 2.09 4.33 7616 2249.75 PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)1% C -
26 78 37.26 2.05 3.61 7826 2250.00
` , 27 81 36.05 1-97 2-60 7990 225025 • ( IN FEET) POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1�
www.nc811.org \`-%� 28 84 38.48 1.75 0.00 8082 2250.50 • 1 inch= 90 ft CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y. 3 B
SOIL TYPE CkC2-CUFTON CLAY LOAM(HOG"B")

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y g 8 a 8 d VO /"
oo 4 o r,
PROPOSED o OWNER
GRADE(TYP.) o
2255 ",_ 2255 2255 2255 TERMINIX SERVICE,INC.a----_S Mike Hoffman
PROPOSED
GRADE(TYP.) _
2250 2250 2250 1, 7 2250 Box 2.27
P.O.Columbia,S.C.29202
STORM DRAINAGE PIPE CHART - 25 YR. STORM
ek 140
FROM TO •C" 25 YR."i" AREA 25 YR."i CUMM.Q VELOCITY SIZE SLOPE LENGTH TYPE
Phone:[phone]
2245 ". 2245 2245 2245 n/hr To INLET (aFs.) (aFs.) (F.Ps.) %
�% CIVIL&STRUCTURAL
18"BCCMP FROM-/ ® �� C.I.B-3 C.I.B-2 0.95 7.31 0.41 2.85 2.85 2.32 15" 0.45% 85 LF. BCCMP CONSULTING ENGINEERS
UNDERGROUND / j C.I.B-2 STORMCEPTOR B-1 0.95 7.31 0.40 2.78 5.63 3.18 18" 0.45% 20 L.F. BCCMP
DETENTION j� STORMCEPTOR B-1 DETENTION PIPES 5.63 3.18 18" 1.00% 8 L.F. BCCMP
MANIFOLD 590 Lone Tree Drive Suite 101
2240 "MI 2240 2240 25 YEAR HGL
2240 DETENTION O.S.A-2 H.W.A-1 - - - 0.10(50YR.) 0.10(50YR.) 0.08 15" 4.28% 35 LF. RCP Mt. Pleasant, S.C. 29464
Phone:[phone]
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY OF THE SITE(TIED TO THE STATE PLANE COORDINATE
- SYSTEM),TO INCLUDE ALL WATER,SANITARY SEWER,&STORM DRAINAGE LINES,BOTH EXISTING AND PROPOSED. SURVEY SHALL ALSO
INCLUDE THE PIPE SIZE,MATERIAL INVERT ELEVATIONS AND VIDEO INSPECTION,IN COMPLIANCE WITH ALL TOWN OF MT.PLEASANT,DHEC
2235 MI 2235 2235 2235 &MT.PLEASANT WATERWORK'S STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND AS-BUILTS SHALL INCLUDE ALL CONTOURS
AND SPOT ELEVATION INSIDE THE POND AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY OCRM& P
TOWN OF MT.PLEASANT ENGINEERING DEPARTMENT. A
4"PVC SS r
8! INV.=2237.20 of o
o 0) _
pp ci m rc Mo NOTE: PROPOSED MANHOLE TOP ELEVATORS SHOWN ON THESE
v�i `"' e e ,^e PROFILES IS APPROXIMATE. CONTRACTOR TO ADJUST GRADES TO
'A d 85 L.F.OF 15"BCCMP 0 0.40%SLOPE i° 0 S ® MATCH THE FINISHED GRADE OF THE PROPOSED CURB&GUTTER, 0 p
N 0 N N N n Y�c 7- STREETS,AND SIDEWALK,TYPICAL.
N N N N U N'° N f�
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GRASSED SLOPE Cn 11=1I. _ (2:1 MAX,) MESA RADIUS CAP
TI-III-ITI=III=III= 4"H x x 12"D THECITYOF Iili Q a
'IIIIilll llI11111 1110 �i111111FEIII111 (OR x 18"WED EQUAL)
2260 2260 - -Ii1=1TtITl=1il
II III =I O
REINFORCING GEOGRID ATTACHED 11E1I. ASHEVILLE 0 �,
TO FIBERGLASS PINS IN BLOCK 11 ,fI�II : /1 1/4"SETBACK PER
PER MANUFACTURER'S SPECIFICATIONS IGII , Ppis. BLOCK COURSE H
TOP OF � Engineering Approval % -�
WALL(T/W) • Grading &Stormwater `n
2255 2255 =s= I M
,��YrY��'� =IIIII
MESA RADIUS BLOCK 22-00023PZ SITE ENG PLANS APPROVAL 012923
COMPACTED STRUCTURAL BACKFILL �Iy 8"1•18"W•1113
PROPOSED GRADE (95%MODIFIED PROCTOR) .z'S (OR
W OR APPROVED EQUAL) Si
BEHIND WALL •
-lw, EARTHTONE COLOR BLOCK laurelcross o
2250 2250 ' A
=: 01/29/2024 1:03:52 PM I
\,\ exisnac canoe 12"GRANULAR BACKFlLL 'ii,i,- 6"PERFORATED PIPE WRAPPED m
FOR DRAINAGE +,. IN GEOTEXTILE FABRIC. OUTLETS
'Y� y This certificate of approval provides notice of the right to inspect by the City of W
�.-ti:,.r THROUGH WALL FACE PLACED Asheville,to ensure compliance with NC G.S.113A Article 4. I
\ \ z�4:, EVERY 25'O.C. Q
2245 % 2245 .trzGEOGRID EMBED.LENGTH VARIES -OAT
% _
-y`` e \ \ ter
FINISHED GRADE SCALE: 1"=30'HORIZONTAL to
\•\ 174,40�F i r IIIIIIIIIIIII o F
1" 5'VERTICAL Z p
111 VI a I rn o-
PROPOSED GRADE IyIYi.•. ..: 1 1T III STORM DRAINAGE / WALL PROFILES
2240 N FRONT OF WALL 2240
-e-e-e -e-e-e � 111-III I' w a
TOP OF z`,r.4 , l l 111,I' Q' w
III11' o
FOOTING(T/F) - III 11 E111 11 E111 11 E111 11 E111 11 E111 III-III=III=1 i_�11111=111=
1 1=1I1=1 1=1I COMPACTED FOUNDATION SOIL III-III III=1I1=III
-11_ 111-11 III-III-III I I=1'
BOTTOM OF =IIi= f-111-1 I I E111 f-111-111=1I I L-,, = DEVELOPMENT DATA BLOCK
2235 FOOTING(B/F) 2235 PIN# 9629-244-778&9629-245-513
NOTES: 1. WALL UNITS SHALL BE MESA WALL UNITS BY METROMONT OR APPROVED EQUAL TOTAL SITE AREA 1.62 ACRES
SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
Z
2. WALL CONTRACTOR TO PROVIDE DETAILED WALL DESIGN DRAWINGS,INCLUDING TERMINIX SERVICE,INC. DESIGNED: T.M.D.
WALL HEIGHT,PLAN VIEW,GEOGRID EMBEDMENT LENGTH,AND SOIL INFORMATION PROPERTY OWNER P.O.BOX 2627
FOR REVIEW AND APPROVAL PRIOR TO BEGINNING INSTALLATION. COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
CONTACT PERSON MIKE HOFFMAN-[phone]
CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
ETAINI \ G WALL D OEILE SEGMENTAL RETAINING WALL SECTION DISTURBED AREA 1.30 ACRES
DATE: DECEMBER 11, 2023
NTS PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%) SCALE: 1" = 30'
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%)
PRE-DEVELOPED PERVIOUS AREA 78 ACRES(88.3%) A
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) C 11 J♦)
CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

C
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION / - \`q,`3 tS S H/'ptr.,
AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,OR CONCURRENT WITH,LAND ;; 9y
DISTURBING ACTIVIES. 4 r'
2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE 1ASHEVILLE.X0 zaem D.
AL 0 3 6 • c
APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONAL EROSION AND I ��bFN y�.���
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
O'
3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABIUZED I __EXISTING R/W_ sB•r4,B� ''i;Ay�y"15,3'',s"
WITH MULCH OR TEMPORARY SEEDING. _-__-- •4V oz4,s (�Il/il I`
EXISTING R/W ----
Jq I/��%
EXISTING_R/W _---------- - -- -
CONCRETE WASHOUT I \ OWNER
W1TH IMPERVIOUS
UNDERLINER
A TERMINIX SERVICE,INC.
II / Mike Hoffman
TEMPORARY PORTA-JOHN // _ __---
WITH TIE DOWN RATCHET //
STRAPS FOR STABILITY IN ��_ / c°mmu©c����" P.O.Box 2627
HIGH WANDS -71 DRAINAGE ARE TO SILT FENCE#6 .'"r' I Columbia,S.C.29202
- - ¢gI.'/ AREA=2,500 S.F.(SLOPE 10K-20%)
DRAINAGE ARE TO SILT FENCE p4 // SILT FENCE LENGTH REQ'D=100 L.F. �m
AREA=8,835 S.F.(SLOPE 10%-20� / SILT FENCE LENGTH PROVIDED=100 L.F. �'a Phone:[phone]
en
SILT FENCE LENGTH REQ'D=118 LF. // v
SILT FENCE LENGTH PROVIDED=162 L.F. q DRAINAGE ARE TO SILT FENCE#5 DRAINAGE ARE TO SILT FENCE#7
AREA=8,835 S.F.(SLOPE 2R-5%) AREA=3,300 S.F.(SLOPE 10%-2090 ,_
NEW LEICESTER HWY. (R/W VARIES) SILT FENCE LENGTH REQ'D=118 L.F. SILT FENCE LENGTH REQ'D-132 L.F.
N.C.63 -SPEED UNIT: 45 M.P.H. // SILT FENCE LENGTH PROVIDED=162 L.F. SILT FENCE LENGTH PROVIDED=132 LF. CIVIL.&STRUCTURAL
DRAINAGE ARE TO SILT FENCE#1 // CONSULTING ENGINEERS
AREA-1,060 S.F.(SLOPE 10%-20Y6. TEMPORARY 5'x5'RIPRAP UNITS ISOF CLEARING& a// 152.12•_ 0 C A TI 0\ N A P
SILT FENCE LENGTH REQ'D=42 L.F. SPLASH PAD PER C.O.A. LAND DISTURBANCE(TYP.) pll 590 Lone Tree Drive Suite 101
.// �19'33'44-E -- ALL AREAS NOT RECEIVING PERMANENT
SILT FENCE LENGTH PROVIDED=45 L.F. DETAIL 7.01A(TYP.) ...,4._____ - - / GROUND COVER(TYP.)
_ 6 __ _ - 22. N.T.S. Mt. Pleasant, S.C. 29464
---------,-_-__--- --s a _ate __ -'I v •• _ ____ -I-z2s6-- - 1N7DFiISMULCHING.REA STABILIZATION M
- i g 34tiE�-- -2' --zz66- -zzea--t- leiO
\ S 16 5'28 E 118.9 -- cJ --__- -2no�_ -- I - - --- -J-
\ I Fry -- -------- - 6_---- 6z Phone:[phone]
-/r - _-- - 2.DISTURBED AREA STABILIZATION
..z2a I I __ �WV_ _-__ -_IC__-_-____226 ___ - _ T9
- i \ a `z Ex.GRAVEL -z a ______-226 __ __ ___ WITH TEMPORARY SEEDING. O
i Zy_-- - - -2266-- _ -_ - 1--___ 2262 _
�l \ \ LJ--� 6 / �_�,,, -z1rL -/ __ _ _ __ �T� 2258 r
7.
/ 1i - �_226" �+-..-_ = - 'r•/ `____ -: I 2�fiG- 2258 s� `" a. `'N 22256 •�/ 3.DISTURBED AREA STABILIZATION
q®\ Ex.PORCH i le/ -.� -- x �+ -'T"9r L WITH PERMANENT SEEDING. 0
iP
ss` - may/ :�.� _ =T x ,z� + L 6�' y6 A P /
r // f i /_�• \ - x I I yo ,fix xs�1_,���i ��,. \'
�-�zzsa, �, I i � \- /22TREE PROTECTION �0 225� y y V __
zzsz 3s6 New LEICESTER rvwr / / x Pnk c / 0 21 ti FENCE(TYP.) 1r I►' II `Ry^oo .`Ly^ 21;si - _
�°rvp ��,,.� CO.1 STORY BUILDING x 1 \1 E.=22 UILDI y y'Igx/ Ex.AsprvALrz26o2256 ISILT FENCE#7Ex.RAMP /� .� I II 132 L.F.
•
�I / / e;pnRltG xSILT FENCE I I jz / _ / / / 170 L.F. 6 I ' TREE PROTECTION se / SILT FENCE#2 /{ 1 / / / / LF. •I /Ni /� / T/ FENCE(TYP.) <V 4
/ `� ® /W 2258 2 - zssa••o+ • •:�� I I \ / LL r
/ ��> e • 2256 _-_-- - 5�5A �� +__-I �,/ /e ry"a EROSION CONTROL SYMBOLS N G
• • \ I. • _O, a� LIMITS OF CLEARING& F E R I N
/ _P`7$. __?gyp _ _ \225 • _'P:I '. SILT __cif z/-1 14--x/ •ryry �. 2 ) (TYP.)
/ SILT FENCE I `�_ / if' l ryA• z 4(31 5'ASH
LAND DISTURBANCE TYP.
E\ pt \, ,,• I e DESCRIPTION SYMBOL
I STiNC R 45 LF. _ +225555 / zzsa.6o+�s' .�I 1y 'g FENCE/5 I. / A. .ry A RENPRO,LLC
_ y• 1 yk - i ' 0 2 Locust
'W I PIN# TEMPORARY SEEDING: O N
I--1
/ 225¢ \ / I 2 )1 ti 9 N� � ( ZONING: CBII-COMMUNITY BUSINESS
S. / g 1 �'pY� • _ - 50 Z 1 _ 9629245317
riY I '� +2254. ?? 1 •-fir II .x __I-____ 1/ . ry Sim
DRAINAGE ARE TO SILT FENCE#2 / ' dip � S3`17 \ ti tip,' I /' 1 / `b 9y,i 1/p j• �I O
�,a / U / AREA=9,670 S.F.(SLOPE 5%-10%) / \� I ` W - Jawi#:;LI,
• • k L" (, �Ai / S/,r,ep I MULCHING: O O OO
yy R y = I SILT FENCE LENGTH REQ'D=193 LF. / _ 1_ \N -- •ill•# "'7 _225:k0 / ,� TEMPORARY SILT AND TREE N
id
/ �,- / SILT FENCE LENGTH PROVIDED=195 L.F. / SILT FENCE#3 - _ iy PROTECTION FENCE(TYP.).. 200 LF. PERMANENT SEEDING:W 2254DRAINAGE ARE TO SILT FENCE p= l DRAINAGE AR SIL FENCE Ll3O` • AREA=2,180 S.F.(SLOPE 10%-20%)' AREA=5,475 S.F.(SLOPE 5%-1096) LIMITS OF CLEARING& T DC� ==ky 2250- 2250 ° ` I \ SILT FENCE LENGTH REQ'D=88 L.F. N
a
2 W � SILT FENCE LENGTH REQ'D=110 LF. LAND DISTURBANCE(TYP.) I N,"� -`�- _ - , 2248�'` I
SILT FENCE LENGTH PROVIDED=110 L.F. STONE/RIP-RAP �•-'_-,� 00
°i / kr.Se SILT FENCE LENGTH PROVIDED=200 L.F. J-- - s.R. Mpry�E /fi s�_,� `/_ / / \ O
2/ 3 o TEMPORARY 5'4'RIPRAP 5 _-_ // /
N / / a W / mI SPLASH PAD PER C.O.A. P EED IIMI D N 03 <_-_- /s x.ASPHALTc`7
<v / sP R __ _pa.' 'r' SILT FENCE --
•
a ,,f W tp 3 TEMPORARY SILT _ Il�oLs I aLAcuINLET PROTECTION: ..i U
/ ,k / / ��i l FENCE(TYP.) DETAIL 7.01A(TYP.) `L'-35 M�' V��76'58 ./V k0 2j40`'a l'CHERRY /
110 L.F.LF. (FABRIC-TYPE A) V..j I N
ill
�NF= M.P.H. 1 ICI It
= g2., / III
/ / g\�' RI / -� ``a te-•. _:,. 'VCP 1 I�
/ A. o o / TEMPORARY 24'WIDE GRAVEL n / / - v_zz3s, J
/ / / =m / §�'S¢ / / CONSTRUCTION EXIT WITH I =Z �•��
SILT FENCE: 61% � �-'
= W oao" = GEOTEXTILE LINER / \_ /� _• w 2 v5P��V P _ _ _ O
/ l l �2 I �N / � 0 --A -- LIMITS OF DISTURBANCE: �-{
/ / X m W o-a / DRAINAGE ARE TO SILT FENCE -- N nNG R/�_-_____] U
// / / / / ,`Q RQ / ( 1G%) SILT FENCE#4 TEMPORARY 5'x5'RIPRAP i �� 6 W
ti ! t AREA=12,200 S.F. SLOPE 5%-10 PH i
/ / 2 2/ / m N W 257 L.F. SPLASH PAD PER C.O.A. rry -� 2'RCP 1 I-�
4•- m SILT FENCE LENGTH REQ'D=244 LF. ]----�/-���v 223G.63 C1.1
/ N� Oa SILT FENCE LENGTH PROVIDED=257 L.F. / DETAIL 7.01A(TEE.) 1 ./ I/ /ASS_ I-a P.
i _ 2°k o Q �`/ i / r�=°z3 b' _ EATsnNc R/y LEGENDIR W
N� / � .0.;.. / Q / / _ / EXISTING FEATURES
/ / 2 / 2 N / ,LAM / p Z' /'/// 't_AL___
I\ ' ' k- EASEMENTS/SETBACKS (/]
THECITYOF /-----..___
/ po / � ` / �= / //// '/� JO� =8 ' l �= IEXISTINGPROPOSED FEATURES
IIIIIII PROPERTY ONES -__-___AL ASHEVILLE / W N /. k a
_ / / mw i �c�t`�°� ji
// / :� ���� r II
rya I PROPOSED BUILDING ONES O0
6. / W=/ .4"y, / Witi6N y2N y2CONCRETE SIDEWALKEngineering Approval � j yap ��� //;y �eN� -� �N� F
/ N Fo W Q borW L co+W
r is�i"ovrvoPE y /`sla / Q)Q.YA I NEW ASPHALT PAVEMENT L)
Grading Stormwater _"' d4^/ -223266 *O.Z.4 i/
STANDARD EROSION CONTROL NOTES: e / /
22-00023PZ SITE ENG PLANS APPROVAL 012923 ^ / �` rvvC2329.6//' tre,,p223` ea\� / NEw ASPHALT ovER ExIsnNG GRAVEL M1.IF,NECESSARY FILL SLOPES WHICH EXCEED EIGHT(8)VERTICAL FEET SHOULD BE STABIUZED WITH SYNTHETIC OR VEGETATIVE _�C j/ \ =MATS,IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. l N� ass\ l • /,'" N� /' N� I EXISTING UTILITIES --ss--ss - solaurelcross TEMPORARY BERMS MAY BE NEEDES DAILY UNTIL SLOPE IS BROUGHT TO GRADE. _ / J /Inv= 2eo3 a RCP
EXISTING/PROPOSED STORM SEWER p
01/29/2024 1:04:00 PM 2. CTION
ACTIVITIES ZHAVE TEMPORARILY ATION MEASURES HOR LPERMANENTLY CEASED,BUT BE INITIATED AS SOON AS IN NO MORE THAN PORTIONSRACTICABLE IN 4 DAYS AFTER SITE WHERE
HAS CEASED,EXCEPT `\\.--, / / // ass / I PROPOSED STORM SEVER
AS STATED BELOW: \/ 1 \ / / / ----
I EXISTING CONTOUR --zzoo }
•
This certificate of approval provides notice of the right to inspect by the City of PROPOSED CONTOUR 2200 03
Asheville,to ensure compliance with NC G.S.113A Article 4. A-WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABIUZATION PROPOSED SPOT ELEV. +2200.75 �
MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
24 HOUR EMERGENCY CONTACT B-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,AND EARTH-DISTURBING ACTIVITIES PROPOSED WATER SERVICES 1"DW- 0
LJ
MR.MICHAEL HOFFMAN WILL BE RESUMED WITHIN 14 DAYS,TEMPORARY STABIUZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF PROPOSED SANITARY SEVER SERVICE -4"PVC SS- U
TERMINIX SERVICE,INC. THE SITE.
CITY DF ASHEVII LE NOTES: to
3618 FERNANDINA ROAD 1. PRE-CONSTRUCTION MEETING IS REQUIRED WITH CITY INSPECTOR,CONTRACTOR TO CONTACT ASHEVILLE SILT FENCE
COLUMBIA,SOUTH CAROLINA 29210 3.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN(7)DAYS. IF SITE INSPECTIONS IDENTIFY DEVELOPMENT SERVICES DEPARTMENT. GRADING PERMIT WILL BE PROVIDED AT THE Z O
[phone] BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY,MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL PRE-CONSTRUCTION MEETING. COIL TYPE OFCCRIPTIONq TREE PROTECTION FENCE o u c o O F
OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. SYMBOL NAME SOIL GROUP LIMITS OF LAND DISTURBANCE -•-•-•-•- 0' 0-
2. ALL STORMWATER INFRASTRUCTURE SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE 5 00
PRE-CONSTRUCTION MEETING. W U
4.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES,AS MAY BE REQUIRED,TO CONTROL SOIL EROSION DURING UTILITY ID CLIFTON CLAY LOAM a EXISTING FEATURES TO BE REMOVED W
CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,GRADED,AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE 3. INITIAL SWPPP INSPECTION SHALL BE CONDUCTED BY A N.C.LICENSED PROFESSIONAL TO ENSURE ALL ♦••♦♦••♦♦•♦♦♦••♦•♦ a
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN UTILITY INSTALLATION. FILL,COVER AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED CONSISTENT WITH THE APPROVED
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD ENCOUNTERED WHILE TRENCHING,THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK PLANS AND MUST BE FILED WITH THE CITY STORMWATER ADMINISTRATOR PRIOR TO COMMENCEMENT OF
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE INTO ANY WATERS OF THE STATE. ANY LAND DISTURBING ACTIVITIES. DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, I PIN# 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
GOVERNING MUNICIPAUTY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL " A ,, SITE ZONING C.B.II-COMMUNITY BUSINESS II
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. �TITIl L Z
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN TERMINIX SERVICE,INC. DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S)FROM PROPERTY OWNER P.O.BOX 2827
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM PAVEMENT,AS MAY SWPPP PLAN COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
BUILDING. BE REQUIRED. 1
CONTACT PERSON MIKE HOFFMAN-[phone]
CHECKED: T.M.D.
7.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
N o AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. DISTURBED AREA 1.30 ACRES
GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES 11.7% DATE: JANUARY 15, 2024
8. LITTER,CONSTRUCTION DEBRIS,OILS,FUELS,AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT(SUCH AS ( ) SCALE: 1" = 30'
STOCKPILES OF FRESHLY TREATED LUMBER)AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST 30 eo ,es POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%)
BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. - M I�
Carolina
PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3�
9. SITE ACREAGE-1.62 ACRES. POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) C - 4A
www.nc811.org ` , 10. DISTURBED AREA-1.30 ACRES. 1�h FEET
ft. CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

C
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION / - \`q,`C tS S R/'ptr',
AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,OR CONCURRENT WITH,LAND ;; 9y
DISTURBING ACTIVES. 4 r'
2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE a"�X0 zaem D.
EAL 0 3 6 • c
APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONALE EROSION AND I 'ab.F.N �¢-.,'4v�
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
O'
3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABIUZED I __EXISTING R/W_ 4'B•r4,B� ''i;Ay�yNDuc+,s"
WITH MULCH OR TEMPORARY SEEDING. _-_I- - •O'I'o�,� (rlllil 1 x
EXISTING R/W ----
J,/. 05
EXISTING_R/W _---------------- ---
CONCRETE WASHOUT I OWNER
WITH IMPERVIOUS I \ -(„.
UNDERLINERA / I TERMINIX SERVICE,INC.
II / ---. Mike Hoffman
TEMPORARY PORTA-JOHN // _
WITH TIE DOWN RATCHET // \----- m""rvcai.o.
STRAPS FOR STABILITY IN ///_ w�G P.O.Box 2627
HIGH WINDS I Columbia,S.C.29202
Phone:[phone]
n
NEW LEICESTER HWY. (R/W VARIES) " `' �,�\ .W, V
N.C.63 -SPEED UMIT: 45 M.P.H. // CIVIL&STRUCTURAL
`
CONSULTING ENGINEERS
OMITS OF CLEARING& // MS
TEMPORARY 5'x5'RIPRAP °// ,52.,2_, O C A T I O\ N A P
SPLASH PAD PER C.O.A. LAND DISTURBANCE(TYP.) pl/ E .m ALL AREAS NOT RECEIVING PERMANENT
DETAIL 7.01A(TYP.) -- a 6 `3. _ //✓� AMrvs �19'33_4 GROUND COVER(TYP.) $90 Lone Tree Drive Suite 101
WET^ Mt. Pleasant, S.C. 29464
-_-- --c------- �// 22 6 WITH1. MULCHING.RB AREA STABILIZATION M
\ / cMP S 16 5'28 E 118.9 Mrvs I S 34ti -- ____2. � W __2268--_____ rL� O
\ I FM -- ----- __ - 6--- 6z Phone:[phone]
l7 QQ -/--- _ - --- 2.DISTURBED AREA STABILIZATION
�I2A I I SWv________ __ -_ __-_-____226 ---_- 2 _
- i \ a `z Ex.GRAVEL ,T-z26e-- ____ -zzs: - _/�-__ -�_ _z264-_- _____� __ -•
' _-- -- WITH TEMPORARY SEEDING. Ts
/ ® � Y e___\ / _-� / _ --�"' - - _ - z262---- _-� _ _.� 2256/�_. 3.DISTURBED AREA STABILIZATION 0
@ 1i EX. - 2266 / k���s- - - 1���____2 2�fia.-=2258 �. rt WITH PERMANENT SEEDING.
s. - 6jJ-.__ _. = P / p
�zzsa-zs \ � I / -2264---- / / / - ti/-c TREE PROTECTION 9J•�a .• ^y0 as ,11Q\ ^' ••� - - -226 -- _- -_ __ 'r
�orvP_ �\zsW\`= ,� 3Ex.iEE.=226ELOINU ///�-2262-_ II PAR,rvO/ 2�60 'a2 FENCE(TYP.) M1% I/�/, �3S 'l�"�00 '11' _-_._, `�� fERSR <C/ <T ZIT: P.R.E.=2zfis.s 7 /--/ r F 65 gy-______ I
� Ex.A6PaA � 9� . .
` \ \'--- IIIIII - / �' _-0/ _ _ I _ 56 0 �/ 2256 �- ..1zss '.0h + ''15' I I o SILT FENCE 7
tin zzfio :}: S _ V�' '� ir.... I a z m 132 L.F.$
h _11 ., -- __2258-_-�_--
�� I.lu,. . Ex.RAMP /� ./ 226 / i •• :••• II
\`` ,r o � `"+�� ___________�-_- /I / / / E;PARuO�/_ l / _ `��.SILT FENCE 61.I / / >' I -' \ P
��`�i`°'•'�_ ��/ �2s6. / / / / SILT FENCE2 .R ?, ) 170 L.F. / / �w ill
FENCEPRCTION\ \ /� AO' / 1,3, �Av-� \_ f / / / / 195 LF. • i[• q �zs I / Cew ( ) v`` `� \�/�wzz$6 ,' - __ ,/ •• `•A' 1 �`I o i�� Woryyy° 2nl i ® IOU 2256 2 2035.0 • �: 1 CURB INLET / u!. r �w 'r- C/N G
/ \�� e _ -a�' 2256 _- - • e-2 + EROSION CONTROL SYMBOLS F
/ ry rye -J// I
LIMITS OF CLEARING& RIN
ewe- �• % i��Zs
SILT FENCE pt 176 • T.:"ASM I LAND DISTURBANCE(TYP.) DESCRIPTION SYMBOL
EST 55.`,�p CURB INLET B-3 1 I ' r`e'(a)s A
/ ST/NC Rey 45 LF. _ 2254.61 °y. .�I• II YS -SIL'g FENCE#5 _ `I' 'Sw ,ti cocusT RENPRO.LLC
/W` s 54.50 T•• t S� g,� N p I ZONING CBIN-COMMUNITY BUSINESS ,..
n
? / / �,` ,� d 1�.... P�L� ` ?? , 1'-I/_ -[ I ,��._i ,__,I-___. h 9 / Ne`P AIroi X TEMPORARY SEEDING: O N:,
I--1
/ " _ \ S3 W.Q.U.B-1 vt / �96/ /p �-I 00
�'o i WIli • s2� N M1M1 / 7. MULCHING: O 00
yN R y 2 / / / 1 %'W•ti "7. z2 U D.O.W. / TEMPORARY SILT AND TREE N
om o / / / SILT FENCE#3 \_ _N / vi '• ti i� I.;r 9A® A-2 • •/ /� jeR PROTECTION FENCE(TYP.) PS ^,/
ii / 2 200 LF. �� �I tea' Q N `� '• 1 �-:' HEADWALL A-1 PERMANENT SEEDING: --fi
pN�� / �' / / _ s,',�' • '• _ ,2254 O [I] ;C71 N
,/ / iAo / �,�1 / / OMITS OF CLEARING& T I/ OLD C• �� -- �252 2250 r1111rnJ� - \/ STORM M
N p -,
/ 2m W p�Q / 2 LAND DISTURBANCE(TYP.) / - _ NTy PW-- '•_,_ -2248 / \ PROTECTIONIN RIP-RAP OUTLET STONE/RIP-RAP -� C
y. I �� / ��_� - S.R. /3,5 r70AgE �60.Q0..-. _.. ��, , 'bi =15
Y 2 W Nr3� �- / TEMPORARY SILT TEMPORARY 5'xs'RIPRAP N��- SpE R 1 / �� --2, x SILT FENCE[!8'T CA
N / p / av / m SPLASH PAD PER C.O.A. > UMIP 1 N 0376 '°-'- `�'Ik o 110 LF. '7. N
r I E INLET PROTECTION: 1..0.1 U
Ili%
/ ,6 / / up i l FENCE(TYP.) DETAIL 7.01A(TYP.) \L' 6 M.P. /1 �_ 56 {y_ 2240 I4i CHERRY BLACK (FABRIC-TYPE A) • o I
cV c2/ / �NF= H V^1R S1 - �' _ ai La=6.0 FT. ICIIt
l A. 2 ire: / o Nry l ry RI / _�_''!'" - - P, vVzz3s, DEPTH=12" I Z
/ pn o / § I TEMPORARY 24'WIDE GRAVEL�,`-__ � � _ J ( ) I SILT FENCE: ��_ O
N / I o,ro v? 'S l CONSTRUCTION EXIT WITH I __ D50 RIPRAP SIZE=8"
=o,w n Q N "' /. _� �_(0 PIPE Q=0.10 CFS 50 YR.
/ 2 2 GEOTEXTILE LINER / ,�' __ ' Iz vc>, z'vcP PIPE VELOCITY-0.08 FPS _ _ - O
/ / 2, / RI 0 / / / _ ' Mrvs _ �,.� LIMITS OF DISTURBANCE: y [�
/ ~ / / o. / ��W O-4 / TEMPORARY STORM DRAIN INLET / -� �RIo LING 1�/yy�-- �J F� U
// / I / A`Q RQ / PROTECTION AROUND EVERY INLET(TYP.) SILT FENCE4 F-•-I
/ ti sae rf TEMPORARY 5'x5'RIPRAP ,gyp- •
_ IF--J, W
/ / 0 2/ I m N W TYPE"A"AT FIRST,THEN SWITCH TO 257 LF. SP1217 PAD PER C.O.A. Pry -�_ 2"Rca " a
a� I zh o GUTTER BUDDIES ONCE BASE COURSE / DETAIL 7.01A TYP. 1 T •%-.1LIrvv=2z3°'6' I-� P�-,
/ / N / 2 a W / AND/OR PAVEMENT IS COMPLETE / (TYP.) r- / / \'T 7 ti
/ i / _ 2',. / o o Q �`/ i / r�=°z3 b' _ / ExisnNc R/y LEGEND W
N� / C� y`� / op / ( / / EXISTING FEATURES rrr
/ / 2 / ill
/ !.6-
A, illt
/ O z; /r/�// '��/ Ix ' ' EASEMENTS/SETBACKS �U]4
D FEATURES
THECITYOF / pop / �2 / /�// ./� JO� �2$& / I EXISTINGPROPOSE PROPERTY NOS ------- W
ASHEVILLE / / _��Is� V �`ry / NFU I w a
/ I a / c`7�Y�r /// i %� �, � 'f / �pa- PROPOSED BUILDING ONES
Engineering Approval ��� 2 22`/ oNp •/,�y ��ovr oNou CONCRETE SIDEWALKO
�� / 4p / ��4���0"D E //' //y` �iRb� L? // m�o , I NEW ASPHALT PAVEMENT11%11111111 ^i U
Grading &Stormwater --_ / / a"' / :4', 'rvV_2z3266 ora4•/ Q/
22-00023PZ SITE ENG PLANS APPROVAL 012923 STANDARD EROSION CONTROL NOTES: / 4/ p,s CMP /'/' 6 Cr)
/ "v-2220.ss S` fLzsar _�• / NEW ASPHALT OVER EXISTING GRAVEL
1.IF,NECESSARY FILL SLOPES WHICH EXCEED EIGHT(8)VERTICAL FEET SHOULD BE STABIUZED WITH SYNTHETIC OR VEGETATIVE 2�\ L/ \S I� 2 I
laurelcross MATS,IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. / N� / /scMP N� N� I EXISTING UTILITIES --ss--ss-- r
(� �[ .[ ^ (� TEMPORARY BERMS MAY BE NEEDES DAILY UNTIL SLOPE IS BROUGHT TO GRADE. / J /inv=2z2e.o3 I 18'RCP ¢
01/Z9/ZOZ4 I.O�F.Oa7 PM EXISTNG/PROPOSED STORM SEWER
2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION \ / / / / / ss_
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,BUT IN NO MORE THAN 14 DAYS AFTER WORK HAS CEASED,EXCEPT / / // / PROPOSED STORM SEWER
AS STATED BELOW: \/ 1 s / / I EXISTING CONTOUR ------2200
This certificate of approval provides notice of the right to inspect by the City of 03
Asheville,to ensure compliance with NC G.S.113A Article 4. PROPOSED CONTOUR 2200
A-URERE STABILIZATIONBEINITIATED
BY THE SOON DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION PROPOSED SPOT ELEV. +2200.75
MEASURES MUST BE AS AS PRACTICABLE.
24 HOUR EMERGENCY CONTACT B-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,AND EARTH-DISTURBING ACTIVITIES PROPOSED WATER SERVICES I"MI,- 0
W
MR.MICHAEL HOFFMAN WILL BE RESUMED WITHIN 14 DAYS,TEMPORARY STABIUZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF PROPOSED SANITARY SEVER SERVICE -4"PVC SS- U
TERMINIX SERVICE,INC. THE SITE.
CITY OF ASHEVII LE NOTES: to
3618 FERNANDINA ROAD 1. PRE-CONSTRUCTION MEETING IS REQUIRED WITH CITY INSPECTOR,CONTRACTOR TO CONTACT ASHEVILLE SILT FENCE
COLUMBIA,SOUTH CAROLINA 29210 3.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN(7)DAYS. IF SITE INSPECTIONS IDENTIFY DEVELOPMENT SERVICES DEPARTMENT. GRADING PERMIT WILL BE PROVIDED AT THE Z O
[phone] BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY,MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL PRE-CONSTRUCTION MEETING. COIL TYPE OFCCRIPTIONq TREE PROTECTION FENCE o u c o 0 p
OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. SYMBOL NAME SOIL GROUP LIMITS OF LAND DISTURBANCE -•-•-•-•- U1 0-
2. ALL STORMWATER INFRASTRUCTURE SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE 5 E
0
4.PROVIDEPRE-CONSTRUCTION MEETING. OT
SILT FENCE AND/OR OTHER CONTROL DEVICES,AS MAY BE REQUIRED,TO CONTROL SOIL EROSION DURING UTILITYlig CLIFTON CLAY LOAM B EXISTING FEATURES TO BE REMOVED IX CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,GRADED,AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE 3. INITIAL SWPPP INSPECTION SHALL BE CONDUCTED BY A N.C.LICENSED PROFESSIONAL TO ENSURE ALL ♦••♦♦••♦♦•♦♦♦••♦•♦ UJ 0
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN UTILITY INSTALLATION. FILL,COVER AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED CONSISTENT WITH THE APPROVED
ACCORDANCE WITH SECTION 9,APPENDIX E OF THE CITY OF ASHEVILLE STANDARD ENCOUNTERED WHILE TRENCHING,THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK PLANS AND MUST BE FILED WITH THE CITY STORMWATER ADMINISTRATOR PRIOR TO COMMENCEMENT OF
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE INTO ANY WATERS OF THE STATE. ANY LAND DISTURBING ACTIVITIES. DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, I PIN# 9629-244-778&9829-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
GOVERNING MUNICIPAUTY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL Z
"FINAL" COMMUNITY BUSINESS II
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
SITE ZONING C.B.II-
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN TERMINIX SERVICE,INC. DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S)FROM ��TTTT PROPERTY OWNER P.O.BOX 2627
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM PAVEMENT,AS MAY SWPPP F+F-�F� PLAN COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
BUILDING. BE REQUIRED. 1 1 1
CONTACT PERSON MIKE HOFFMAN-[phone]
CHECKED: T.M.D.
7.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
N o AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. DISTURBED AREA 1.30 ACRES
GRAPHIC SCALE DATE: JANUARY 15, 2024
8. LITTER,CONSTRUCTION DEBRIS,OILS,FUELS,AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT(SUCH AS PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
STOCKPILES OF FRESHLY TREATED LUMBER)AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST w e ro so 60 +00 POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: 1" = 30'
BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
Carolina
9. SITE ACREAGE-1.62 ACRES. POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1� C - 4B
www.nc811.org 10. DISTURBED AREA-1.30 ACRES. 1�h N FE 0)fL, CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HOG"B")

orr ICA rrr,,/
PROJECT NARRATIVE: NPDES PLAN: INSPECTION NOTES: ;o oFESS10.Y<,
1.I OCATION OF SITE 351 OLD COUNTY HOME ROAD,CITY OF ASHEVILLE,BUNCOMBE COUNTY,NORTH CAROLINA 28806. AUTHORIZATION: 1.INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE CONDUCTED BI-WEEKLY AND WITHIN 24 HOURS `4Q EAL �'
ANY PERSON DESIRING COVERAGE UNDER THIS PERMIT AS EITHER A PRIMARY PERMITTEE,A SECONDARY PERMITTEE OR A TERTIARY OF THE END OF A STORM EVEN OF 0.5 INCHES OR GREATER. INSPECTIONS CAN BE REDUCED TO ONCE 0 3 '
7.I ATITUDF/I ONGITUDE 35'36'17"N(35.60507) PERMITTEE MUST SUBMIT A NOTICE OF INTENT(NOI)TO OCRM AND THE NOT MUST BE RECEIVED BY OCRM IN ACCORDANCE WITH THEIR EVERY MONTH IF THE ENTIRE SITE IS TEMPORARILY STABILIZED. ��
-82'37'33"W(-82.62590) REQUIREMENTS,IN ORDER FOR STORMWATER DISCHARGES FROM CONSTRUCTION SITES TO BE AUTHORIZED.A NOTICE OF INTENT FOR 2.CONTRACTOR SHALL MAINTAIN AN ON-SITE RAIN GAUGE OR USE DATA FROM A CERTIFIED WEATHER .''TUG I NE Q,4'4�6`�SECONDARY PERMITTEE COVERAGE CAN BE SUBMITTED EITHER CONCURRENTLY WITH OR AFTER SUBMITTAL OF A NOTICE OF INTENT BY 'd
3.PRIMARY PFRMITTEE• TERMINI%SERVICE,INC. THE PRIMARY PERMITTEE. RECORD LOCATED WITHIN A REASONABLE PROXIMITY TO THE CONSTRUCTION SITE. �///4,`2, M, D�,��
K//yflBli/VAi dI'
P.O.BOX 2627 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HIRE A LICENSED PROFESSIONAL TO INSPECT THE EROSION
COLUMBIA,SOUTH CAROUNA 29202 AND SEDIMENT CONTROLS. INSPECTOR WILL CONDUCT THE SEDIMENT CONTROL INSPECTIONS AND KEEP A
PHONE: [phone] STORMWATER P01 LUTION_PBEYENTION PI AN(C-SWPPP). RECORD OF EACH INSPECTION,TO INCLUDE THE FOLLOWING:
THIS PLAN SHALL INCLUDE,AS A MINIMUM,BEST MANAGEMENT PRACTICES,INCLUDING SOUND CONSERVATION AND ENGINEERING A. INSPECTION DATE OWNER
4.NATURE OF PROJFCT A 4,540 S.F.COMMERCIAL SERVICE BUILDING AND SMALL PARKING LOT. PRACTICES TO PREVENT&MINIMIZE EROSION&RESULTANT SEDIMENTATION,WHICH ARE CONSISTENT WITH THOSE PRACTICES CONTAINED B. NAMES,TITLES&QUALIFICATIONS OF THE INSPECTOR
IN THE NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES",NCS000435 EFFECTIVE FEBRUARY 17. C. WEATHER INFORMATION SINCE DATE OF LAST INSPECTION
S. 517E OF PROJECT: 1.62 ACRES,1.30 ACRES DISTURBED. 2017 AS WELL AS THE FOLLOWING: D. WEATHER INFORMATION&DISCHARGES DURING CURRENT INSPECTION TERMINIX SERVICE,INC.
E. LOCATION OF DISCHARGES OF SEDIMENT OR OTHER FROM THE SITE Mike Hoffman
1. STRIPPING OF VEGETATION,REGRADING,AND OTHER DEVELOPMENT ACTIVITIES SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO F. LOCATION OF BMPs THAT NEED MAINTENANCE
6. RECEIVING BODY OF WATER: UNNAMED TRIBUTARY TO MCKINNISH BRANCH(MCKINNISH BRANCH APPROXIMATELY 3,900 LF.TO THE MINIMIZE EROSION.MAINTAIN THE ORIGINAL VEGETATIVE COVER,AND DISTURB ONLY THAT PART OF THE SITE ABSOLUTELY NECESSARY AT G. LOCATION OF BMPs THAT ARE INADEQUATE OR FAILED TO OPERATE
SOUTHWEST). THE TIME. H. LOCATION OF ADDITIONAL BMPS THAT ARE NEEDED P.O.Box 2627
I. ANY RECOMMENDATIONS FOR CORRECTIVE ACTION
7 EXISTING SITE CONDITIONS' THIS SITE IS PARTIALLY DEVELOPED WITH AN EXISTING OFFICE BUILDING AND PARKING LOT AND WAS PREVIOUSLY 2. CUT AND FILL OPERATIONS SHALL BE KEPT TO A MINIMUM. J. SITE NAME,OPERATOR NAME AND PERMIT NUMBER Columbia,S.C.29202
DEVLOPED WITH ANOTHER HOUSE. THE EXISTING HOUSE WAS REMOVED SEVERAL YEARS AGO,BUT THE PAVED DRIVEWAY STILL REMAINS,AS WELL K. VERIFICATION THAT ALL BMPs AND CONTROLS HAVE BEEN INSTALLED&OPERATING PROPERLY
AS THE EXISTING OFFICE BUILDING AND PARKING LOT. THE SITE SLOPES MODERATELY TO THE SOUTHWEST,AWAY FROM NEW LEICESTER ROAD 3. DEVELOPMENT PLANS MUST CONFORM TO TOPOGRAPHY AND SOIL TYPE,SO AS TO CREATE THE LOWEST PRACTICABLE EROSION 4. INITIAL INSPECTION SHALL BE CONDUCTED TO ENSURE ALL EROSION AND SEDIMENT CONTROL MEASURES Phone: 803
TOWARDS OLD COUNTRY UNE ROAD. POTENTIAL. ( )730-1258
HAVE BEEN INSTALLED CONSISTENT WITH THE APPROVED PLAN. THIS INITIAL REPORT MUST BE FILED WITH
A. SHFI I FISH HARVESTING: THERE ARE C9Q SHELLFISH HARVESTING AREAS WITHIN 1/2 MILE OF THIS SITE. 4. WHENEVER FEASIBLE,NATURAL VEGETATION SHALL BE RETAINED,PROTECTED&SUPPLEMENTED,INCLUDING PROTECTION OF TREES AND THE STORMWATER ADMINISTRATOR PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.
PRESERVATION OF MATURE VEGETATION. 5. CONTRACTOR TO KEEP AN INSPECTION LOG OF THESE REPORTS ON-SITE AND READILY AVAILABLE FOR
9 I OCATION NATURE.A SI7E OF OEVELOPMENT: THE PROJECT WILL BE BUILT IN 1 PHASE,BROKEN DOWN INTO THE FOLLOWING SEGMENTS: REVIEW BY THE OWNER/ENGINEER/OCRM INSPECTOR. CONTRACTOR TO ALSO KEEP A COPY OF THE CIVIL&STRUCTURAL
SEGMENT 1: INSTALL SILT FENCE,DETENTION POND AND INITIAL EROSION CONTROL MEASURES. 5. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM. STAMPED,APPROVED PLANS ON-SITE AT ALL TIMES. CONSULTING ENGINEERS
SEGMENT 2: GRADE SITE AND CONSTRUCT PARKING LOT&UTILITIES.
SEGMENT 3: BUILDING CONSTRUCTION. 6. DISTURBED SOIL SHALL BE STABIUZED AS QUICKLY AS PRACTICABLE.STABIUZATION MEASURES SHALL BE INITIATED NO MORE THAN 14 6. QUALIFIED INSPECTION PERSONAL SHALL BE THE SWPPP PREPARER OR ANOTHER LICENSED
DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED,EXCEPT WHEN PRECLUDED BY SNOW COVER OR PROFESSIONAL BY THE STATE OF NORTH CAROUNA. 590 Lone Tree Drive Suite 101
10 SIZE&TYPE OF SETBACKS AND GREEN BELT AREAS NO BUILDINGS ARE PROPOSED WITHIN THE BUILDING SETBACKS PER THE ZONING OTHER ADVERSE WEATHER CONDITIONS,WHEN PRECLUDED BY SNOW COVER OR OTHER ADVERSE WEATHER CONDITIONS,THEN STABIUZATION Mt. Pleasant, S.C. 29464
REQUIREMENTS OF THE SITE. LANDSCAPE STRIPS WILL BE INSTALLED ALONG THE PARKING LOT AND THE INTERIOR PARKING LOT ISLANDS WILL BE MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE.
GRASSED AND PLANTED PER THE LANDSCAPE PLAN. 7. TEMPORARY SEEDING OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT.OTHER MEASURES Phone:[phone]
MAY INCLUDE GEOTEXTILES,SOD STABILIZATION,VEGETATIVE BUFFER STRIPS,FILTER STRIPS; PROTECTION OF TREES,PERMANENT SEEDING,
11. STARTING AND COMPLETION DATES: INSTALLATION OF EROSION CONTROL MEASURES WILL BEGIN IMMEDIATELY UPON RECEIPT OF LAND AND PRESERVATION OF MATURE VEGETATION.
DISTURBANCE PERMIT AND SHOULD BE COMPLETE WITHIN 10 MONTHS.
8. PERMANENT VEGETATION&STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS PRACTICABLE.STRUCTURAL
12.EXISTING AND PROPOSED EROSION AND SEDIMENT CONTROL PROBLEMS: NO EXISTING EROSION AND SEDIMENT CONTROL PROBLEMS ARE PRACTICES MAY INCLUDE SILT FENCES; EARTH BERMS; DRAINAGE SWALES LINED MTH GRASS,STONE OR TIMBERS; PIPE SLOPE DRAINS; P /
APPARENT.ANTICIPATED PROBLEMS INCLUDE THE TRANSPORT OF SEDIMENT DURING INITIAL CLEARING AND GRADING OPERATIONS.THE STORM LEVEL FLOW SPREADERS; STORM DRAIN INLET PROTECTION&STORM DRAIN OUTLET ROCK PROTECTION. -82.6250°
WATER POLLUTION PREVENTION PLAN(SWPPP)SHOWS THE LOCATION OF THE SILT FENCE THAT WILL BE INSTALLED ALONG THE PERIMETER OF THE 19 50 51 52 35.6250°
SITE PRIOR TO CLEARING ACTIVITIES,AND SHALL BE MAINTAINED UNTIL THE SITE IS STABIUZED WITH TEMP./PERM.SEEDING,BASE COURSE,OR 9. TO THE EXTENT NECESSARY,SEDIMENT IN RUNOFF WATER SHALL BE TRAPPED BY THE USE OF DEBRIS BASINS,SILT TRAPS,SEDIMENT �, J) \ _ / E
TRAPS,CHECK DAMS,REINFORCED SOIL RETAINING SYSTEMS,GABIONS OR SIMILAR MEASURES UNTIL THE DISTURBED AREA IS STABILIZED.PAVING.A STABILIZED CONSTRUCTION EXIT WILL BE INSTALLED AND MAINTAINED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ANY ROADS. 'oUNiciR I Cr-'''',' 8
TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AT EVERY DRAINAGE STRUCTURE TO PREVENT SEDIMENT FROM ENTERING THE DETENTION POND 10. ADEQUATE PROVISIONS SHALL BE PROVIDED TO MINIMIZE DAMAGE FROM SURFACE WATER TO THE CUT FACE OF EXCAVATIONS OR THE I . ^ p. Ill•MEE-ppIit`
AND THE STORM DRAINAGE OUTLET PROTECTION(RIPRAP)WILL FURTHER ENHANCE WATER QUALITY AND ELIMINATE SEDIMENT LEAVING THE SITE. SLOPING SURFACES OF FILLS.SEDIMENT BASINS,SEDIMENT TRAPS,SILT FENCES,OR EQUIVALENT SEDIMENT CONTROLS ARE REQUIRED FOR 0 �i--f/'
ALL SIDE SLOPE AND DOWN SLOPE BOUNDARIES. �� "" J" � s p �pR • 1
13 EXISTING ANT PROPOSED DRAINAGE THE EXISTING SITE CURRENTLY DRAINS TO THE SOUTHWEST TOWARD THE UNNAMED TRIBUTARY TO -� U G ',a o P 3,_ / I WI
75sMCKINNISH BRANCH LOCATED OFFSITE. THE ADDITION OF APPROXIMATELY 0.50 ACRES OF IMPERVIOUS ARE TO THIS SITE MLL GENERATE AN 11. CUTS AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTY. 1 //////��� �1INCREASE IN STORMWATER RUNOFF THEREFORE AN UNDERGROUND DETENTION SYSTEM IS PROPOSED UNDER THE PARKING LOT IN FRONT OF THE 4:444trpt's
;k. = ' �'��, ��-A" ,COA ;; _ - r_? 432NEW BUILDING CONSISTING OF A SERIES OF 7'DIAMETER BITUMIONOUS-COATED CORRUGATED METAL PIPES.. THIS STORMWATER SYSTEM WILL 12. FILLS SHALL NOT ENCROACH UPON NATURAL WATER COURSES OR CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT 1 11 W.'. ` 1 C0S� Rj, C/� V
ACCOMMODATE THE INCREASE IN STORMWATER RUNOFF FROM THE DEVELOPMENT OF THIS SITE SO THAT IT IS EQUAL TO OR LESS THAN THAT OF OTHER PROPERTY OWNERS. [( (�� �. a - t f G
THE PRE-DEVELOPED CONDITION FOR THE 2 AND 10 YEAR STORM EVENTS. STORMS UP TO AND INCLUDING THE 50 YEAR STORM WERE ALSO RUN / �I rk? .. _ c E R I N
TO ENSURE THE WATER ELEVATION DOES NOT EXCEED THE TOP OF THE DRAINAGE SYSTEM.PLEASE SEE THE DRAINAGE REPORT FOR 13. GRADING EQUIPMENT SHALL CROSS FLOWING STREAMS BY THE MEANS OF BRIDGES OR CULVERTS,EXCEPT WHEN SUCH METHODS ARE NOT I' 6„� ` .4
/ ` �. •
CALCULATIONS,SUPPORTING DOCUMENTS AND DETAILS. FEASIBLE,PROVIDED IN ANY CASE THAT SUCH CROSSINGS SHALL BE KEPT TO A MINIMUM. v r �p
O aG+/ p /�
14. PROVISIONS SHALL BE PROVIDED FOR TREATMENT OR CONTROL OF ANY SOURCE OF SEDIMENTS AND ADEQUATE SEDIMENTATION CONTROL ) II `7 `� `.V '. N H11
FACILITIES TO RETAIN SEDIMENTS ON SITE OR PRECLUDE SEDIMENTATION OF ADJACENT WATERS BEYOND THE LEVELS SPECIFIED IN THE ) r• '�`'�' � ��, cO
PERMIT. 0- ��� _
D.E.N.R. & MS4 STANDARD EROSION CONTROL NOTES: axc *-/Ir (CEr
d`±7!q �/ c$ `� O o015. EXCEPT AS APPROVED,NO CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED WITHIN A BUFFER AND A BUFFER SHALL REMAIN IN ITS �. I „_,1 /^°'.\ �t N1.IF,NECESSARY SLOPES WHICH EXCEED EIGHT(8)VERTICAL FEET SHOULD BE STABIUZED WITH SYNTHETIC OR VEGATATIVE MATS,IN ADDITION TO NATURAL,UNDISTURBED,STATE OF VEGETATION UNTIL ALL LAND-DISTURBING ACTIVITIES ON THE CONSTRUCTION SITE ARE COMPLETED. B i;,, ,„,:,,,,,..„,,,
s 3�j 4 ; ,�., p I• iHYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDES DAILY BETWEEN THE TIME FINAL STABIUZATION OF THE SITE IS ACHIEVED AND UPON THE SUBMITTAL OF A NOTICE OF TERMINATION, \ C �) / d �m_,_UNTIL SLOPE IS BROUGHT TO GRADE. 16. NO SOLID MATERIALS,INCLUDING BUILDING MATERIALS,SHALL BE DISCHARGED TO WATERS OF THE STATE. � '\�s / ' - I�A`,CPp j f 42 \ W I-a can
2.STABIUZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED,BUT IN NO MORE THAN 14 DAYS AFTER WORK HAS CEASED,EXCEPT AS STATED BELOW: �E 'D -J a/ OC
17. OFF-SITE VEHICLE TRACKING OF DIRT,SOILS,AND SEDIMENTS AND THE GENERATION OF DUST SHALL BE ELIMINATED OR MINIMIZED TO , B �
THE MAXIMUM EXTENT PRACTICAL.A BEST MANAGEMENT PRACTICE FOR THIS IS THE USE OF A CONSTRUCTION EXIT,BEING A STONE ,....
A WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE �\ ���� �� S O U ON
STABIUZEDNDENE S A LOCATED AT ANY POINT WHERE TRAFFIC WILL BE AGGREGATES.
A ES.THE CONSTRUCTION SITE E A PUBLIC RIGHT-OF-WAY.1.55 HESTAND �\ I �,. q y��j)
INITIATED AS SOON AS PRACTICABLE. TO BE A MIN ARE REQUIREDTHI TO STABIUZE INCHES.CND SPADOWI THE HOU AG OT BE LE SHE ANO20 AGGREGATE SIZE IS E TO O INCHES AND IS /�` ~�Z _ r� I(/ N
TO PE A RM THE PAD THICKNESS OF 6 IM PAD WIDTH SHOULD NOT BE LESS THAN 20 FEET AND SHOULD E SUFFICIENTMUDLENGTH �'-- / ram, It
B-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED TO PERFORM THE FUNCTION OF REMOVING SEDIMENT,BUT NO LESS THAN 100 FEET.WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO / � _�
WITHIN 14 DAYS,TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. �jl ��r.( /� £` "V \ H '�,
WWo;r /?!/\ 8 (]
3.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER /M oq by Mo ��� _ /r�� Q
WORKSITE HOUSEKEEPING: MAINTAIN GOOD HOUSEKEEPING PRACTICES AT PROJECT JOBSITE AND EQUIPMENT/MATERIAL STORAGE AREAS. �%1
REPLACEMENT
INDICATES ORDI THAT A BMP HAS BEEN EIATELY OR NINCORRECTLYOURS INSTALLED,THE PERMITTEE MUST ADDRESS THE NECESSARY )___,/,,,
H z E-I
OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION. � f -ef .pb� Np ��N i
QWASTE PICKUP AND DISPOSAL REGULARLY PICK UP AND DISPOSE OF WASTE,AND RECYCLABLES. r '11l) -G. y �WEh$B `/ 4� (-)4.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES,AS MAY BE REQUIRED,TO CONTROL SOIL EROSION DURING UTIUTY CONSTRUCTION. ALL ",+ M i /�� 6 ,_W ra
DISTURBED AREAS SHALL BE CLEANED,GRADED,AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL,COVER AND EQUIPMENT MAINTENANCE: ENSURE EQUIPMENT IS WORKING PROPERLY AND FREE FROM LEAKS. �• fMEf.R -, EfiATTEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING,THE WATER SHOULD BE \`=%'l o' • =UOP\ � �/� \ "�� ~FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATES OF THE STATE. MATERIAL STORAGE STORE CONTAINERS,DRUMS,AND BAGS AWAY FROM DIRECT TRAFFIC ROUTES,IN ACCORDANCE WITHfl ',
MANUFACTURER'S RECOMMENDATIONS,AND IN A MANNER TO PROTECT AGAINST CONTAMINATION OF STORMWATER. ( ��3TD0����/,� � �1 r0 rO` W �y
5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL � ��^` �� z p14' U 1•y H
CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING POL SPIVS AND LEAKS• MINOR SPILLS AND LEAKS FROM CONSTRUCTION EQUIPMENT ARE A SOURCE OF POTENTIAL DISCHARGE.DO NOT �.� �` � W
CCONSTRUCTION IN ORDER TO ONSTRUCTION IS COMPLETE AND CONTROL
EROSION
AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE USE WATER TO CLEAN UP SPILLS AND DIRT FROM PAVEMENTS. Miller Mtn - -- Ilt y
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S)FROM CONSTRUCTION AREAS SPII L KITS: HAVE A FULL--SERVICE SPILL KIT ON SITE FOR MINOR LEAKS AND DRIPS.SPILLS KITS SHOULD INCLUDE ABSORBENT PADS, QUAD MAP Illika a w a
AND THE GENERATION OF DUST. THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. SPILL BOOMS,PERSONNEL PROTECTION EQUIPMENT,AND DISPOSAL BAGS. 0
7.RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. GRIP PAN USE DURING FUEI ING: USE DRIP PANS AND ABSORBENT RAGS WHEN FUELING CONSTRUCTION EQUIPMENT AND PROVIDING H0
INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING LOT CONSTRUCTION OR PROVIDE AN INDIVIDUAL PLAN MEETING SECTION IN EMERGENCY MAINTENANCE ON EQUIPMENT.ABSORBENTS ARE TO BE HANDLED IN ACCORDANCE WITH THE RESOURCE CONSERVATION AND
ACCORDANCE WITH S.C.REGULATION 72-300 ET SEQ.AND SCR100000. RECOVERY ACT(RCRA)REGULATIONS. THECITYOF u
8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM DRIP PAN USE DURING VEHICLE STORAGE. USE DRIP PANS UNDER HEAVY EQUIPMENT LEFT IDLE FOR TWO OR MORE CALENDAR DAYS. ASHEVILLE UPSLOPECr.)RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
AI VISUAL INSPECTIONS: VISUALLY INSPECT CONSTRUCTION EQUIPMENT DAILY FOR LEAKS AND SPILLS.
9. ALL WATER OF THE STATE(WoS),INCLUDING WETLANDS,ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW Engineering Approval
OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS. HAZMAT STORAGE' STORE HAZARDOUS MATERIALS(INCLUDING FUEL)ON SITE IN COVERED AREAS WITH SECONDARY CONTAINMENT(FOR 1-
A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL W)S. EXAMPLE,FLAMMABLE LOCKER).CONTAINERS/TANKS FOR FUEL(MOGAS/DIESEL)SHOULD HAVE SECONDARY CONTAINMENT THAT MEETS Grading &Stormwater o
REGULATORY REQUIREMENTS.PROTECTING STORM DRAINS: DO NOT DISPOSE OF WASTE IN A STORM DRAIN(FOR EXAMPLE PAINT,OIL,
10. UTTER,CONSTRUCTION DEBRIS,OILS,FUELS,AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT(SUCH AS STOCKPILES OF CONCRETE,ETC.) 22-00023PZ SITE ENG PLANS APPROVAL 012923
FRESHLY TREATED LUMBER)AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A )-
POLLUTANT SOURCE IN STORM WATER DISCHARGES. VEHICLE OPERATION: DO NOT OPERATE LEAKING EQUIPMENT.PROVIDE EMERGENCY REPAIR TO PREVENT FURTHER LEAKS. CO
11. A COPY OF THE SWPPP,INSPECTIONS RECORDS,AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION laurelcross U.
EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS,FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT ANAL (� �t 7�
STABILIZATION IS REACHED. 01/29/2024
1/29/2024 .t 1°04:1 5 PM =
12. INITIATE STABIUZATION MEASURES ON ANY EXPOSED STEEP SLOPE(3H:1V IR GREATER)WHERE LAND-DISTURBING ACTIVITIES HAVE U
PERMANENTLY OR TEMPORARILY CEASED,AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. This certificate of approval provides notice of the right to inspect by the City of to
Asheville,to ensure compliance with NC G.S.113A Article 4. Z Z
O
13. MINIMIZE SOIL COMPACTION AND,UNLESS INFEASIBLE,PRESERVE TOPSOIL. NOTE: THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND 0 F
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,OR CONCURRENT WITH,LAND DISTURBING ACTIVIES. (/1 0-
14. MINIMIZE THE WATERS MUST BE TREATEDGE IN AF POLLUTANTS FROM SEDIMENT BASIN OR AQUIPMENT LTERNATIVEND VEHICLE CONTROL THAT PRNG,OVIDE
S SEEL WASH WATER,AND EQUIVALENT OR BETTER TRER WASH ATMENT PRIOR TO S. WASH APPROVEDTE: EROSIONION CONS OLTEA MEASURESE FOR EFFECTIVE MAIN NE AT ALL ON CONTROLS. IF FULLIMPLEMNTATIOND SEO THENT SWPPP NUDES NOTES o
DISCHARGE. CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED NOTE: ANY DISTURBED AREA LEFT EXPOSED FORA PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH
THROUGH APPROPRIATE BMPS(SEDIMENT BASIN,ALTER BAG,ETC.) MULCH OR TEMPORARY SEEDING. DEVELOPMENT DATA BLOCK
16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: PIN# 9629-244-778&9629-245-513
- WASTEWATER FROM WASHOUT OF CONCRETE,UNLESS MANAGED BY AN APPROPRIATE CONTROL. TOTAL SITE AREA 1.62 ACRES
- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO,PAINT,FORM RELEASE OILS,CURING COMPUNTS,AND OTHER CONST.MATERIALS. C)
- FUELS,SOILS,OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE. SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
- SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. NPDES CERTIFICATION STATEMENT: TERMINIX SERVICE,INC.
PROPERTY OWNER P.O.BOX 2627 DESIGNED: T.M.D.
17. AFTER CONSTRUCTION ACTIVIES BEGIN,INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND I PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER,I CERTIFY TO THE BEST OF MY KNOWLEDGE AND CONTACT PERSON MIKE HOFFMAN-[phone]
BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF BUNCOMBE COUNTY AND D.E.N.R.STANDARDS CHECKED: T.M.D.
18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY MTH THE REQUIREMENTS OF THIS PERMIT AND REGULATIONS. CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
AND/OR SC'S WATER QUALITY STANDARDS,IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF JOB NUMBER: 20-201
IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICLE,THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS DISTURBED AREA 1.30 ACRES
MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%) DATE: DECEMBER Ti, 2023
19. S PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH SONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9� SCALE: N.T.S.
IMPLEMENTATION OF CONSTRUCTION ACTIVIITES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD SIGNATURE
ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE. PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3X) 11POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
C
4 c
CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./ALL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

STEEL T POST 11 VARIABLE AS DIRECTED BYTHE ENGINEER 4• 4'MAX. -I STANDARD TEMPORARY ��CES SR O.L''�
I SILT FENCE SEE STD. :ss'F O r`,
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(3E'MIN'MOTH) J J•:C,•r •'IlleiON:
{A�.{•.Y 4 • :%{� •'"• ....r(AQIC�
v Jr HORIZONTAL BRACE y'�.{• %'b+LAG I E�;�:
WIRE OR PLASTIC MIN.14 GA. • •% - -- ••• 'oP 14 Qg•.'
} %.•• �:ti� ii'L4' 611 TIES(3 MN) FILLFENCING • j: ❖••' ;•;,.��; WIRE OR PLASTIC {ti;4. ,�{�,a'': 1ytMN.I MD,y
SLOPE ! *tots ,e _ •:'• i r TE5(5 BIN) •, ti:•;%:;JfF•.7 /K/II/A-i�
7 • 'A g{ :A4G'•{••OJJJ:••�•.r YIII l �1: :!:':!:! TA.::Y...•.••:J••:•❖•y•:
•O EXISTING GRADE _ - .':•'�tiC'•:�.:ti �b:•::°ti❖ "••:••
i JS"'J'.t .•.Y.•..}''iY:Y`i•J Jr J• d' "••tiiiii rr0: ':i4 i'••"'p�•0.4:>::':•:4b•Pr�rr• : 1 h
•a 'C•rr.Yrrr•Yr.•�.V '.Y .r { 4•
v% :{ti°r (rrr• ti. �u , r avr...e F' OWNER
a! !.?IPA:ffSS:❖ � i i V• �%:�A,Y •r . •.N?•'e_ : :{•S•:•:•:tifb: }iSF.•.c•.>.c•.voce.r.•.•:�C ::�:%::: '+:•.•r;•.•a'•J::w-0y'SY:{a�
II II 191 II-` II q wpm.
I 11 II Il. •4 •�•� h• $f':Ji•••`•�'•vi•• �•:
TrTray B-: -TI�r- Ilan - -R- -A-f�' ---- 1-d -1- I�!`-I'�1-I-1�1�Mi�'-'I �If- r:• : :So r.::�::fi��:•}:%': fi.•s' s .r
1S-n li�'rda�L I�) 1 !! xL{�1A s _ �yv ♦ :.. C•• Y.. I:r. J :r':$: : •rArr�{ a ` 19 a
_��i_LI-•� „,1- .,.„,'=l __!_S�II-I'I'J* �ifki----Yq _ I'I} J 'I-`I_1._M__1_I-''4_R_ ,•... ,••. 8 T•�rr�,4,•.r ']]J' f•%: v(•. •••� • ��'• 'Q••.., ,[.ry
-4rA -_ - - ' - - -==-I-Ih -- T �I_ h-II 11=a=1 111-'1 •••s]I •• R.LL•'• +a� � � fX '
' 1 JIFBJL �6 1 8 L 1 � '� i 8-" ' =i-n=g=1=1i=g=1 =-II= 5,.�.._R__.S I.'._.•_r_�,•e.�c_...�.c��.Sl:_:�:_:�:y:_' s.�•.SICa�•.••t�ee�• '.•s �_e�a�.,.�..._��✓ TERMINIX SERVICE,INC.
el��'Ieu _a=av en=n=n=n=ir I _I_a'�'_�nJl_n _9�n_� J��li 11=n_I n_n i=1i=n' 1=u=u=il=u=n=n=n=n=n=n � - - - - - - �-- - r r- -n=n=n_nai=g=n=a=�=n=inn=n=n a-I�n_u_n_ii_u_u_u_I n_n_u_u_n_nJl_Ir-:1=n=1�1
11`II Iligil _ -II,Emi ISIIJI^ 1-�p���CII-1 - -I�I _I1=11 11 II 11-11-11-II--11--11-11--11=1 .H- -st .¢ 1=11 11=11=11-11-.11 II 11-11--11-11=11�1=1 1. 1=11 II II II 11=11=11-1-11-11-11-11.II.II.II 111=11=11.
i\rr�il�'.1 u1nNn=1=1=n im= I T--L...1 .711- •-IL-.Ildl-li.Ll ,11 g111- -2. - -_ II..II.1111.�11L �B��( •� •e•�, Tn.�In.1111.111111 L�.TI=1-- 1-1rll.11u.11u. 1�l.n.11 n.l LI-1-u=- -n n1.�1.1�1.1 Illl.ullnal i1.Tl�l.11�-I. Mike Hoffman
11•q �'-- I_ 1- - II 11. F-`.P - 13 :1•` 11.11-11.:II -11 11 11-.a=1-11- Il.II 1 TI
PM A B"MIN.COVER OVER TiII 11- T II I C I II 11=11- 'IIJI - II II 1'11=11-
II T It((1= 1 I T. 1 11- I.11,E 4 4• T I al/A r Il. , 11 II 1 II
n 1L R-1: SKIRT(SEE NOTE 2) n nK1 n-1 1 11 I +,� 1�:�L 1 n= 1 II 11.=
�t.=R�1�a 111,11 1 1: n Ir_n 1 ay 1 P.O.Box 2627
i
n�I u=I II n= it-I a 11 1 it lea 11 n u=n g n n n-n n u n n-rrn u n.1-n= 1 I n- Columbia,S.C.29202
- i II lI'- n =n 1 a n n_n n u 1_�I_If=�1-�I-1 1_a=�1 1 1 n-R= WIRE FEYCINf. 1 1 a. 1
11�1. Ilkll- II=1 II=11 -=• IPII II.II - 11 II II.I II A II=11.
1I= 17[-1 II I n n n n n_ STEEL T POST I' n n I n-
• IIFII II- 11 II II II II 11=I II I IL=11
lot=i1.- 3-s11. 111111r113 in III IIII. WIRE OR PLASTIC 111111111:11.11I�1
SIDE VIEW = RIPRAP SPLASH n Il n SIEEl 7POST 4 n 9 Phone:[phone]
WIRE FENCE
FRONT VIEW - `T---I Ppp 11= HORIZONTAL BRACE TES(5 Mlk.) 1-'-
T POST - 5'MIN. � �
SILT FENCE
401
FRONT VIEW `;/I CIVIL&STRUCTURAL
CONSULTING ENGINEERS
NO ES: SILT FENCE FABRIC
1. SET FABRIC HEIGHT AT 1 FT MAXIMUM BETWEEN SUPPORT POSTS SPACED NO (38_MIN
MTN) •� 590 Lone Tree Drive Suite 101
MORE THAN 4 FT APART. Mt. Pleasant, S.C. 29464
2. SET OUTLET ELVATION SO THAT WATER DEPTH CANNOT EXCEED 1.5 IT AT THE 5'MIN. ��j`
W1RE/PLASTIC LOWEST POINT ALONG THE FENCELINE- RIPRAP SPLASH . 1 MAX. v
TE 3. INSTALL A HORIZONTAL BRACE BETWEEN THE SUPPORT POSTS TO SERVE AS PAO ,Srs` / Phone:[phone]
AN OVERFLOW WEIR AND TO SUPPORT TOP OF FABRIC.
MAXIMUM SLOPE LENGTH AND SLOPE 4. PROVIDE A RIPRAP SPLASH PAD AS SHOWN ABOVE.EXCAVATE FOUNDA11ON 1. 1=1 .-1ye.4•, •�, 2�•:3•,g-• p i 1 1 a 1 u 1 1. 1
TOP VIEW WHICH SEDIMENT FENCE IS APPLICABLE* FOR THE SPLASH PADIA MINIMUM 5 FT WIDE, RI DEEP. AND 5 FTB LONG n11Ti,Ti i �y� it ti 4 : i1. AL 11111LT_iJihii.E11111iuFi"-
LURR GRADEDING THE FINISHED SURFACE OF THE RIP SHOULD BLEND WITH 1'MIN n u.11•a '''��•'' s•�.... 41.141'L.1+4•.a.2 Z..1L :! 1 1 Il.a=1 L 1 1 11
SLDPE SLOPE LENGTH (FT) MAXIMUM AREA(Sq FT) SURROUNDING AREA, ALLOWING NO OVERALL THE AREA AROUND NE PAD 11111/1/{,,i�. a' �L�I'SA&-"11111111:1iiL-1111r1T111-
NOTES: MUST BE STABLE. n L- .w� r s1' *• •1'v •1��1 u n n.-1= n-- P /
<2% 100 10,000 L .SP�� ���-TTT('@ fi>�kk� u n n.
1. SILT FENCE MUST BE PLACED 18"(MIN) FROM TOE OF SLOPE. 5. DIG A V-TRENCH IN THE UNE OF THE FENCE AS SHOWN ABOVE. a.nb n n sVo " LL n 2 n a'a E-11'41 q 1 1 li'1 J�I�1
2 rQ 5% 75 7.50D -=11 II II II.II=11=11 II II II=11=11 II II-- II-11 11-11-II J
IT CAN NOT BE USED TO HOLD BACK FILL MATERIALS 6. AVOID JOINTS,PARTICULARLY AT LOW POINTS IN THE FENCE UNE. WHERE = 1=1 a n.E
5 TO 107E 50 S,OOp n n=i1-1-
2. BOTTOM 12 INCHES OF SILT FENCE MUST BE BURIED. PLACE IT JOINTS ARE NECESSARY,FASTEN FABRIC SECURELY TO SUPPORT POSTS AND .i a 1-
IN A TRENCH 8• DEEP AND 4" WIDE 10 TO 20% 25 2.500 OVERLAP TO THE NEXT POST. =ir T
3. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT >20% 13 1.500 7. TO REDUCE MAINTENANCE, EXCAVATE A SHALLOW SEDIMENT STORAGE AREA -1T • •
EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED TABLE INFORMATION TAKEN FRON THE NORTH CAROUNA ON UPSLOPE SIDE OF FENCE WHERE SEDIMENTATION IS EXPECTED.PROVIDE
FLOW OR IN A STREAM BED. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN GOOD ACCESS TO DEPOSITION AREAS FOR CLEANOUT AND MAINTENANCE. SIDE VIEW
MANUAL,PETAL 8.82A.
11 P
REVISIONS REVISIONS il City of Asheville,NC DATE DESCRIPTION STD.NO. II City of Asheville,NC DATE DESCRIPTION STD.NO. to
IIII STANDARD TEMPORARY STANDARD TEMPORARY SILT FENCE WITH
I ti sv
fik/t5 MNORGRPPFICRP.REVISIONS P REINFORCED STABILIZED OUTLET 7.01A
'MP-
Standard Specifications SILT FENCE 7.01 and D Standard 5 Min Specifications
and Detail Manual and Details Manual 'N G
FERIN
I-• 50'MIN. -
NOTES: QD
NOTES- 1. SILT FENCE IS NOT ACCEPTABLE IN PLACE OF 0000
1, THIS ENTRANCE APPLIES ONLY TO HARDWARE CLOTH. O 0O
ENTRANCES FOR COMMERCIAL SITES. 'A
2. FIRST 5' MUST DRAIN AWAY FROM THE :�, 2. ONLY STEEL T-POST ARE ACCEPTABLE. (24
STREET(MIN Y4" PER 1' FALL) .M.•.�.�•
"- ��•- �-•�s`- -•-ss`-ss`�'-� ..A,.111 ► 3. #57 WASHED STONE MUST BE A MIN 6" ABOVEII% N
3. FLOW FROM PROJECT SHALL NOT ENTER THE •ii•• ��•v••�iiii�iii•',�' e •i�
PUBLIC STREET. •Y =' "ice •.+!Y -+!��tY� - .••� ••� ,iY � THE TOP OF THE CATCH BASIN. W ,- r�',
4. FABRIC MAY BE ADDED UNDER THE •i i i I• •i q►•i • � 'e g• 4. TEMPORARY SEDIMENT POOL MUST BE 1' MINIMUM O c
STONE WHICH WOULD ADD TOTAL LIFE TO a iT�i'1}Y • •Y„yY, LY_• •• .• • • TOP ELEVATION o
THE CONSTRUCTION ENTRANCE. - • • .,' • �•l •' • S. . 4. �• �• AND 2' MAXIMUM DEPTH c
o •,flXAXILROADII! �� PROPSEDET, 11II I II IIIITIT BALLAST STONE : • • HEV I HI i I• S.� r.1 4•4•�•' GREATER. _ s s s • ♦s F
• 4liNtir u-: n!Y ..�:• , Sr.!: � •s i s s:i-s • s'�V s i s ej . it IL SIDF Fl FVATION �..I C�1 p
w •p-0. .• ID �s�:�a •�i r , � � ,. -, ,A. ssso-ss • s_s�iok= _o�• s � I 1L z
�•a•a•�� ••�•�•f • �,,A•�• _ - "_"_ _ _ y( n I I E STEEL T-POST
• `N 4'ts�Y,•eY�Y •r�•Y Y;4rTillP.s! !r�!.: s.s.s. s .4 4, '1...:!.;s- U
���� ���,.�.�����.�. I.•�:•�.�•��• .�,•��' t 1,11...4, • •
• •.a . . • ' GALVANIZED HARDWARE 6 a a
;i ,---_,,-,-,,,-2,-,- .,O ,..,..,...,i'i`,, _ WIRE CLOTH. ,�
-I O a
• t
- f.. .. 4 • a a �11 III ii #57 WASHED STONE .. T \ W H
PLAN I s e: a• •r-s r II.111.
I I s s i ;.!d BOTTOM o • Calif>*e-_I IEI I I I I Q
_ w
III • III TEMPORARY _ � 6" kilt a W a
•I I a d a .C I1-1I SEDIMENT POOL t MIN , O Q
REMOVE CURB ii a I�r
AND GUTTER 1-E111 .: a ��►,+ II II ITI -� H
EXISTING ROADWAY NEW CONSTRUCTION I 11-1 i ii - I I-M -I - I- �
-TI,,� I -• i TIC �• H1 ' U
• -0 ':� 1111 -1u0� •,IIAITFII „ Cr)
/� 6"MIN. I-lol ss=r• ss�sssssssss�rss �sss'i III II Ill � I' Lu
} ' I-III•I!���`1'r I�I�'1 I I1 11.1 I 1 1.1 I.�=•• CATCH BASIN II � a
iLr
4TI- - -- - 1-I 1-11- - -1 a`
-III I I H EITI=1 I EI I E=I I1=1 EI Fi I�I1=I I I=I HT-
CROSS SECTION '-IIgri i.t=T II ill m p_ i1HIl 1�"'• '
J to o3
City of Asheville,NC REVISIONS STD.NO. of Asheville,NC REVISIONS STD.NO. w
IIII Standard Specifications COMMERCIAL DATE DESCRIPTION IIII City STANDARD CATCH BASIN DATE DESCRIPTION U
andDetaiSsManual CONSTRUCTION ENTRANCE 7.03 Standard Specifications INLET PROTECTION 7.11
and Details Manual Z z
I 0 p
Na 0_
SWPPP - DETAILS 5 E
a
DEVELOPMENT DATA BLOCK
Ai
��/ r PIN# 9629-244-778&9629-245-513
THECI 1 I OI TOTAL SITE AREA 1.62 ACRES
ASHEVILLESITE ZONING C.B.II-COMMUNITY BUSINESS II Z
Engineering Approval TERMINIX SERVICE,INC. DESIGNED: T.M.D.
PROPERTY OWNER P.O.BOX 2627
COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
Grading &Stormwater CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
22-00023PZ SITE ENG PLANS APPROVAL 012923 JOB NUMBER: 20-201
DISTURBED AREA 1.30 ACRES
DATE: DECEMBER 11, 2023
PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
laurelcross POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALC
E: N.T.S.
01/29/2024 1:04:22 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%) 4 D
POST-DEVELOPED PERVIVI0OUS AREA .78 ACRES(48.1�
This certificate of approval provides notice of the right to inspect by the City of CUT Sc FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./ALL=3,750 C.Y.
Asheville,to ensure compliance with NC G.S.113A Article 4. SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

YELLOW
RESTRAINT vast•t5 g8Olrri
Table",-1:Seeding and Mulching(continued) CORD :4'F 1 O l..
Approved Cultiyars O O ti c T.
42 v'y;
Calmar Type Cniticar Names = iiii = Q. EAL
STORM I APRON LENGTH - - _
.m Millennium coyote Infernootympc cold Signior SEWER RIP-RAP r YELLOW 2 EACH _
STORM DRAIN 7 DUMP STRAPS - 3'�
Avenger Dmiaci Justice Paine Silvastar PIPE RESTRAINT
Balexas Dmasty Jaguar3 Paraiso Southern choice❑ PIPE ` POLYPROPYLENE CORD :l,FN E�F�
BatexasD Dominion Ralahmi Picasso S000o I I AP I•4p•I "BOOT" �j •i0� GA IN N,yE '�
Hama Duster Kentucky31 Piedmm Tarh el III III=III • xg - - !X _ • :• .Y • • •Al -•• 0 11/ K/III 4'�'`'•
*>'. r. L. GRATE CATCH
Barrington Endeavor Kitty Hawk Pure Gold Titan Ltd I-IIIIII 11 e .W. . ."m. ,m.'a III III-III- ���s�s�s�s�s�I, o BASIN EXPANSION
Bilmore F sea Udr KittyHawk2000 Titanium I 1 r1-.-.-. ij -.-.-. _ `t•`�•`ter•'ter•
`s`e•
TLe
Prospect III-III ii LX, III III-III-I 1 _ _ _ _ RESTRAINT
Tall Fescue Bingo FalcmII,DI N&V Lexington Quest Tomahawk �•�M•��•��•��•��•��.m�.mAa III -•"-• • • • •-•s- ��--�i
Bravo Fidelity Magellan RebelFsma roar - III _ - - • ti. ti. i. `. 1 „ " (1/4" NYLON
Cayenne Finesse II Masterpiece Rebel Sentry Troops III1 APRON LENGTH SEE STORM \ -1rc-^-1_-=• - - • < _ :�� WASHERS OWNER
Chapel Hill Fuebmt Matador RegimmtII Turbo (SLOPE=0.00%) SEWER PROFILES- •'IP�+r •1 INSTALLATION ROPE 2" FLAT
Chesapeake Focus MamdmGT Remlaand! Ultimate GEOTEXTILE FABRIC - 0�7�r.���.� BAG DETAIL
Chesapeake Focu, Millennium Rendition Watchdog �•�'•
l , i� OVERFLOW
SIDE VIEW RIP-RAP ►������� DETAIL TERMINIX SERVICE,INC.
►.. ...♦
Chipper Greenkeeper Montauk Scorpion walrpark 000000�� Mike Hoffman
Coronado Gaeysmm Mustang Shelby PLAN VIEW ie�:e%'
Alpine Award Chzutpagne Midnight Showcase - '�� P.O.Box 2627
Kentucky BluegrassApolloBanns Chicago II Midnight II Sovoma DUMP STRAP DUMP STRAP
Arcadia Bedazzled Lamm XxIVY '\ Columbia,S.C.29202
Arrow Bordeaux impact Rugby11 `�♦
Chariot Kmbtue Oxford Rhino Stonehenge CONSTRUCTION SPECIFICATIONS: RIP-RAP APRON DIMENSIONS TEMPORARY INLET `ooOi
Hard Fescue Firefly Minotaur Reliant II SrawisII Warwick 1. THE RIP-RAP APRON SHALL BE CONSTRUCTED WITH NO SLOPE SEDIMENT FILTER ! Phone:[phone]
Heron Nordic Reliant IV Spartan II
ALONG ITS LENGTH(0.0%GRADE). THE INVERT ELEVATION OF THE AVERAGE APRON LENGTH APRON LENGTH �`.'
On<vradfillsropessmra rMn l:l erosion control mailing shall beiuraud DOWNSTREAM END OF THE APRON SHALL BE EQUAL TO THE ELEVATION PIPE SIZE ROCK DIA. APRON WIDTH LOW FLOW HIGH FLOW NOTE: SILT SACK I
OF THE INVERT OF THE RECEIVING CHANNEL. THERE SHALL BE NO (INCHES) (INCHES) (FEET) (FEET) (FEET) TEMPORARY INLET SEDIMENT FILTER TO BE
Fertilizer shall be 1420-20 analysis.d different matysesf�liver may hewed provided the 1-2-2 ratio is maintained and the rmef OVERFALL AT THE END OF THE APRON. INSTALLED ON ALL PAVED CATCH BASINS OR
application a4usrdroproside the same amormr fplamfood at a 10-10-20 analysis mdoo directed. 2. IF THE PIPE DISCHARGES INTO A WELL-DEFINED CHANNEL 12" STORM INLETS. INLET FILTER TO BE SIMILAR CIVIL&STRUCTURAL
Note_Consult Soil Conservation Sallee pr additional i rmonw concerning other alternatives for vegmnnon of denuded areas.The THE SIDE SLOPES OF THE CHANNEL SHALL NOT BE STEEPER 18" 8" 4'-6' 6'-8' 12'-18' TO "STREAMGUARD"AS MANUFACTURED BY
above vegetation rates are those which down ewer local conditions. THAN 2:1. 24" 10" 6'-6' e'-12 18'-22' STORMWATER SERVICES CORPORATION CONSULTING ENGINEERS
r porar5 Seeding-Ferti0cashall be me some mmkslsas specified far Sz0bng ond.Valrnmg and applied at me rote f400pounds 3. THE APRON SHALL BE LOCATED SO THAT THERE ARE NO BENDS 30" 12" 8'-10 12'-14' 22'-28' (206-767-0441)OR "SILTSACK"AS
and seeded at the'aloof50 pounds per acre.German Millet or BrownropMillet shall be used in summer months and?ye gram during IN THE HORIZONTAL AUGNMENT. MANUFACTURED BY ATLANTIC CONSTRUCTION
the remainder ftheyear.The Engineer hill determine me tract datesf using each land fsed 4. GEOTEXTILES SHOULD BE USED AS A SEPARATOR BETWEEN 36" 14" 10'-12' 14'-16' 28'-32' FABRICS,INC. _ _ 590 Lone Tree Drive Suite 101
Fertilizer Topdrmsing.F Fainter usedfar�ressin shall J6Sd de and al the rare 500 pounds A THE GRADED STONE,THE SOIL BASE,AND THE ABUTMENTS. 42" 16" 12'-14' 16'-18' 32'-38' CLEAN FL ER AS NEEDED 3636).
gr grade f pan peradet NT
Mt. Pleasant, S.C. 29464
Fertiler analysis f�ain may De used prodded meallllbe rand ismae an s all the rare of the rates 500
dro provide the THE GEOTEXTILE SHALL BE SPECIFIED IN ACCORDANCE WITH AASHTO tag" 20" 14'-16' 18'-25' 38'-44'
sante amount f plant foodas 16-8-8 analysis and as directed M288-96 SECTION 7.5 PERMANENT EROSION CONTROL RECOMMENDATIONS. •
Supplemental Seeable:the lands of seed and proportions shall be the same as rpcped for Seeding and Midchmg and the,mef THE GEOTE%TILE SHOULD BE PLACED IMMEDIATELY ADJACENT TO THE 54" 22" 16'-18' 20'-28' 40'-46'
application may way from 15 to Sl pounds per acre.The oozed mre per ocrewrn Do dere,mmdprior to the fine frprossmgand SUBGRADE WITHOUT ANY VOIDS. 60" 24" 18'-20' 22'-30' 42'-48' INSPECTION & MAINTENANCE NOTES: Phone:[phone]
Me Conrmnorw,II be nagged in wreng of the rate per acre,total guanrq needed,and areas on which to apply thenpplmneral seed 5. ENSURE THAT THE SUBGRADE FOR THE FILTER AND THE RIPRAP FOLLOWS 'NOTE: SEE EROSION CONTROL PLAN FOR SITE SPECIFIC APRON LENGTHS.
Tallman tillage equipment,consisting fa sod seeder shall be used farmcogmmg seed mro the son as toprecn,ndisnoba,re of THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY INSPECTIONS,ROUTINE MAINTENANCE,
aumgvegamnon.Acloddmer(ball and chain,may be usedwhera degree f slope prawns the use of a sodseda_ COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY AND REGULAR SEDIMENT REMOVAL.
Mown&Thorn mowerg height.shall be sic Arches. OF THE SURROUNDING UNDISTURBED MATERIAL LOW AREAS
IN THE SUBGRADE ON THE UNDISTURBED SOIL MAY ALSO BE FILLED MAINTENANCE 2. REGULAR INSPECTIONS OF SILT SACKS SHALL BE CONDUCTED ONCE EVERY 2 TO 3 WEEKS,AND P i
BY INCREASING THE RIPRAP THICKNESS. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES 1/2-INCH OR MORE OF PRECIPITATION. _(S ^
6. STONE QUALITY-SELECT STONE FOR RIPRAP FROM FIELD SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS \ �j'
Table 7-1:Seeding and Mulching STONE OR QUARRY STONE. THE STONE SHOULD BE HARD, TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. 3. DURING REGULAR INSPECTIONS,CHECK FOR MUD AND SEDIMENT BUILDUP. INSPECTION FREQUENCIES
Seedier area,Dates fi 7s ANGULAR,AND HIGHLY WEATHER-RESISTANT. THE SPECIFIC IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT MAY NEED TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER.
g' Pes GRAVITY OF THE INDIVIDUAL STONES SHOULD BE AT LEAST 2.5. FURTHER DAMAGE.
Seeding Dates&Types 4. THE YELLOW
SILT K SHCORD OULD SHOULD
B LD BED VISIBLE AT ALL TIMES. IF THE CORD IS COVERED WITH a ■
.Area Type -august 1-June 1 Slav 1-September 1
Ibs/acre Seed Type&Fertilizer IbsNcre Seed type&Fertilizer 5. THE SILT SACK SHOULD BE REMOVED AFTER THE SITE HAS REACHED FINAL STABILIZATION. 11 ,
20 Ken^,ckyBlueGrass 20 Kentucky Blue GrassSTORM DRAIN OUTLET PROTECTION SILT SACK DETAIL
75 Hard Fescue 75 Hard Fescue '
Shoulders and Median 25 Rye Grain 10 German or Blowtop Millet N.T.S. N.T.S. 2C r•
500 Fertilizer 500 Fertilizer /�4.E R I N G
4000 Limestone 4000 Limestone
100 Tall Fescue 100 Tall Fescue
Areas Beyond the Mowing 15 Kentucky Blue Grass 15 Kentucky Blue Grass
Patten,Waste,and 30 Hard Fescue 30 Hard Fescue
Borrow Areas 25 Rye Grain 10 German or Blowtop Millet O ,, O
•
500 Fertilizer 500 Fertilize,
4000 Limestone 4000 Limestone �A�_ EDGE OF PLASTIC UNER EARTHEN BERM 00
Table 7-I:Seeding and Mulching"connmeed on next page. �I �i ( ) PLASTIC UNER PLACED
_ s _ SEE NOTE 2 EARTHEN BERM N
GRAVEL-FILLED
BAGS Ila� l PLASTIC LINER 1_g• UNDER BERM(ENTRY 1�y.
�If`� I OVER BERM 3,_2"TOP OF CUT SIDE ONLY) \ N
1 W. , OVER
BAG I=--={ 5-0• ORIGINAL GROUND 1(�.7��y a
TEMPORARY & PERMANENT SEEDING TABLES EDGE OF I I
PLASTIC LINER z a Ir O
NOTE: SEE CITY OF ASHEVILLE STANDARD SPECIFICATIONS AND DETAILS MANUAL LATEST EDITION. Fl
Il A O n O U N
SECTION B-B I-rl
TOP OF CUT In I - %NI F+i H z
H
EARTHEN
BERM II I PLASTIC LINER OVER o E-I
II BERM PLASTIC LINER Fy
OVER BERM U
I _I-_ EARTHEN BERM EARTHEN BERM 6 W
SEDIMENT TUBE OR GUTTER NONHTED OR k 4"a MIN GRAVEL-FI BAG PLASTIC LINE GRAVEL-FILLED BAG la-I a„
SILT FENCE WIDTH INLET TUBE ENTRY SIDE OF�- EARTHEN BERM I"I ay
(OPTIONAL) <,
WASHOUT FACILITY PLASTIC LINER PLACED UNDER O ,
BERM(ENTRY SIDE ONLY) ORIGINAL GROUND W H
4 PLAN SECTION A-A U F-I
'/O% ! Q 0
1 '� 1
SUBGRADE LETTERS A MINIMUM NOTES: O p a
1
OF Sea IN HEIGHT 1. ACTUAL LAYOUT DETERMINED IN FIELD.
12.0I
SQ.IN.MIN. [�
211= OPENING FOR
44
2. INSTALL CONCRETE WASHOUT SIGN(24"X24",MINIMUM)WITHIN 30'OF THE TEMPORARY CONCRETE �i 1--�
TEMPORARY DRAINAGE WASHOUT FACILITY. U
I TO BE SEALED AND
CONCRETE 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50'FROM A STORM DRAIN,CREEK BANK OR ('n
f/ BACK FILLED PRIOR TO PERIMETER CONTROL.
I
� PLACING SURFACING I WASHOUT
I�� 4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50%FULL.
12.0 SQ.IN. Ul
HOLE , SECTION A-A 5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY INSPECTIONS,ROUTINE MAINTENANCE,AND Q
REGULAR CLEAN OUT. 0
I I 6. SILT FENCE SHALL BE INSTALLED AROUND PERIMETER OF CONCRETE WASHOUT AREA EXCEPT FOR THE
�- NOTES. SIDE UTILIZED FOR ACCESSING THE WASHOUT.
1. INLETS TUBES SHOULD BE COMPOSED OF COMPACTED GEOTEXTILES,CURLED EXCELSIOR 7. A ROCK CONSTRUCTION ENTRANCE MAY BE NECESSARY ALONG ONE SIDE OF THE WASHOUT TO m
7.....-.--- _ _� WOOD,NATURAL COCONUT FIBERS,A HARDWOOD MULCH,OR A MIX OF THESE MATERIALS CONCRETE WASHOUT SIGN DETAIL PROVIDE VEHICLE ACCESS. J
�/ // TriliM \\\ T ' GUTTER ENCLOSED BY A FLEXIBLE NETTING MATERIAL. 7
/ \ \\\ - EAMLESS,
HIG2.H-DENSITY POLYETHYLENELETS TUBES SHOULD TI MOTODEGRADABLE MATERIALS TREATED WITH LIZE AN OUTER NETBNG THAT CONSISTS OF SULTRA ULTRAVIOLET
CONCRETE WASHOUT (EXCAVATED)
-"' VI STABILIZERS OR A SEAMLESS,HIGH-DENSITY POLYETHYLENE NON-DEGRADABLE MATERIAL U
1414a �••••� CURLED WOOD EXCELSIOR FIBER,OR NATURAL COCONUT FIBER ROLLED EROSION CONTROL N.T.S. N
g. PRODUCTS ROLLED UP TO CREATE AN INLET TUBE DEVICE ARE NOT ALLOWED. Z Z
,,161 _ /� p
h J _�I„011:•• STANDARD POST 3. DO NOT USE STRAW,STRAW FIBER,STRAW BALES,PINE NEEDLES,OR LEAF MULCH AS 0 0
`•l\:IIL_77: FOR NON-WEIGHTED FILL MATERIAL WITHIN INLET TUBES. L) d
�WMMela' ^E5••• 4. WEIGHTED INLET TUBES MUST BE CAPABLE OF STAYING IN PLACE WTHOUT EXTERNAL SWPPP DETAILS 5 N
STABILIZATION MEASURES AND MAY HAVE A WEIGHTED INNER CORE OR OTHER WEIGHTED W
AWEIGHTED OR MECHANISM TO KEEP THEM IN PLACE.
NON-WEIGHTED 5. INSTALL WEIGHTED TUBES LYING FIAT ON THE GROUND,WITH NO GAPS BETWEEN THE
INLET TUBE UNDERLYING SURFACE AND THE INLET TUBE.DO NOT STACK INLET TUBES.DO NOT DEVELOPMENT DATA BLOCK
COMPLETELY BLOCK INLET WITH TUBE.
TOP VIEW THECITYOF PIN# 9629-244-778&9629-245-513
6. NON-WEIGHTED INLET TUBES REQUIRE STAKING OR OTHER STABILIZATION METHODS TO digi,
KEEP THEM SAFELY IN PLACE. TOTAL SITE AREA 1.62 ACRES
7. OVERFLOW OR OVERTOPPING OF INLET TUBES MUST BE ALLOWED TO FLOW INTO INLET ASHEVILLE SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
UNOBSTRUCTED. TERMINIX SERVICE,INC.
Engineering Approval PROPERTY OWNER P.O.BOX 2827 DESIGNED: T.M.D.
B. TO AVOID POSSIBLE FLOODING,TWO OR THREE CONCRETE CINDER BLOCKS MAY BE COLUMBIA,SOUTH CAROUNA 29202
PLACED BETWEEN THE TUBE AND THE INLET. DRAWN: T.M.D.
Grading &Stormwater CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
22-00023PZ SITE ENG PLANS APPROVAL 012923 CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
JOB NUMBER: 20-201
INLET TUBEDISTURBED AREA 1.30 ACRES
GUTTER BUDDIES) DATE: DECEMBER 11, 2023
laurelcross PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
N.T.S. POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE:C - 4E
N.T.S.
01/29/2024 1:04:31 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
This certificate of approval provides notice of the right to inspect by the City of CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y. FILL=3,750 C.Y.
Asheville,to ensure compliance with NC G.S.113A Article 4. /
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

- 30"MIN. - 30'MIN. o 4 ,
9=
--6" 24"MIN. - •-9"��21"MIN.- a EpAL
R=3" R=1/8" + �'bo 1, I NE�,p'�A6`,
IR=3 , StYi" R-*" 3" IA/II/
12" ° T 12" A a' a
STANDARD 30"CURB& < e ° •
CUTTER(SEE DETAIL 3.11)•� Ij 6" �` ° T' fI 6y%" a 7" OWNER
TERMINIX SERVICE,INC.
CURB & GUTTER CURB & CUTTER Mike Hoffman
,I SECTION AA SECTION AA P.O.Box 2627
Columbia,S.C.29202
•
1 1/2"FXPANSION JOINT-.-
is" JOINT F LLER A Phone:[phone]
MIN. t
8"MIN. ,• •�G+-`kc' 0 °0 •0 G 17 . I 1 5• [
J ° $�O°��Oo ,4 z,°.0°00.0.° 1 {
{ CIVIL&STRUCTURAL
12" t 1 CONSULTING ENGINEERS
A.B.C. STONE 590 Lone Tree Drive Suite 101
Mt. Pleasant, S.C. 29464
A
ELEVATION Phone:[phone]
NOTES
1. CONCRETE SHALL BE 4.000 P.S.I. P i
2. A 1/2 INCH EXPANSION JOINT FILLED WITH JOINT FILLER SHALL BE PLACED NO FARTHER THAN 50 FEET APART OR
AT ALL ROD OBJECTS.
3. JOINT MATERIALS SHALL BE ACCORDANCE WITH THE JOINT MATERALS SECTION OF THE MOST CURRENT NCOOT
STANDARD SPECIFICATIONS FOR ROAD STRUCTURES MANUAL. 4:j tT
4. A NON SEALED 3/4 INCH DEEP TOOL JOINT SHALL BE PLACED EVERY 10 FEET UNLESS CONSTRUCTED WITH a W
SIDEWALK THAT ABUTS BACK OF CURB.THEN TOOL JOINT SHALL BE PLACED AS SPACED AND INANE Will SIDEWALK
TOOL JOINT.
m
City of Asheville,NC REVISIONS STD.NO. Cityof Asheville,NC REVISIONS STD.NO.
Eli _ A.B.C. UNDER 2L-6" DATE DESCRIPTIONSTANDARD CONCRETE DATE DESCRIPTION - 'P
Standazd Specifications ilk
gtandard S eN,aficatioos C v
and Detais Manual CURB & GUTTER 3.10 p CURB AND GUTTER �15 t>EYI6EDADtE. 3.11 ��
f and Details Mammal 4.E R I A G
AIliN/iv.RaoMMENrco 8
CONCRETE
ASPHALT OR SIDEWALKCONCRF BULL 6"NIL, �
THIN'DHtOUGH DRIVE
r r MATCH EMT. MATOT EMT_
MUTT S1RP SAE'.-K
- 1/7 EXPANSION
•.
.dNT(SEE NOTE rTl N
t/2•FJPAN9CN DONE 1y W
10'(510.) (WEWAN NOTE I2)ONLY IE O M
rro%MA%
JUNNG t0 CONCRETE
ORIY£VrdY - OIYSI ENT A o6%MAS ."YAK .ISI i/4//a//////.
B � O
SCORE FULL WIDTH- _ - B- Aril ` - -a MAir y . O U N
111111q
OF CURB AND CVTTET �_� i.. ,. .. F1•i
h'EXPANSION.01ST Z W It
r (SFE NOTE:2) SEC NOTES N0.6.],%!TI CNSTNGa0[YALK1/2`2%PN19101N.TINT `�AIF
.00/
UTJT' CONCRETE ORIYEWAY It %CAB.G JDNRq 1 CONCREIENLY F %NI
O
4 APRON 1 (SEE NOTE I) 016 LENAY -
`z"bMs A SECTION TO A Wll U
!� .i-- - -
I/."ROPANNOD 1-Hl El...
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P LA `� ANT(SEE NOTE 12) NOTES: O I--I ()„I
1. "'ENE"
AND GWYERcwL NErcnoYS-6.OP 1o0%CANc MN 6'
rLILCOEIS "F FULL LpOTX!DEVIM OT DRIVEWAY APRON. 6
2 MAXMIM OREA:WAY APRON SLOPE BEONNO AT CURB TO SE 10.6%UNLESS W
SEE DETAIL 512.STANDARD H
140406 V ADAOIAN4 DREG PM A EXISBNC NLRB 01NERMZ RPPNOYEO IT N 861511, i
2" .• SO" DRIxRAT APRON NSTALLVHCN 3 OIRD%JAC BE TAPERED TO RASH CLASH NTH SIDEWALK E/]
A RJOIUS SHALL NOT ENCROACH ON TO AONCDIT PROPERTIES
COSTNG GUTIOT REPLACE CONCRETE S APEDDS APRON oEDrA MAY van.,MENDING OE SIO1H OE VERITY 51RP. rLN
6 r1B" - 1 6- CUTTER NNE'CX6ING
A CUTTER 15 PRESENT 6. MERE 90ERALK IS norms APRON NJST EXTEND 10'PAST SIOENALN.THIS 111411 O
SECTION MAY NE ASPHALT OR CONCRETE
_ ] RESIODITIAL DRIVEWAYS TO BC,]FT'ID IB FT IN ROTH CD111" --____- PLAN a COMMERCIAL AID INp1ISTNIAL(DE2-NAY)OXEEWAYS TO BE 14 FT TO 20 ',.I
L NOT WI WALE FT N Mom. r\
_ 9, FT TI NOSH.
NO INg19TitIAL(1N0-NAY)DRIVEWAYS tt7 BE 14 ET TO 36 r1 NV
�.�---, rT N MDTi. �/�N
10 ALL CONCRETE SNAIL of A MN EN 6 4000 P.S.I M�
11 ELEV."C ANUS ELEY"A"MIST NOT BE THAN LESS I NCH. C•I
12. 13 INCH E0PAN500 XYNT 10 RE FILLED MRH JOINT FLID!Alt SF21ER
PLACED IEINEAI ALL ANC Ca1ECIS A5 S1Uw 0TENTING TO ME 11AL
FRONT EI\D
DEPTH OF THE CONCRETE NTH THE 10P OF THE FILLER X INCH FLOW
ME FINISHED SURFACE RINT ELLER MATERIALS SHALL BE N ACCORDANCE
MITI OW AM.YA,LIOALYSLCIION U IAL MOW MARLA.NCOOI f
STANDAR)SPECF CATIONS FOR ROAD SIRUCTUTES MANUAL Q
0
m
1NJ
J
7
City of Asheville,NC REVISIONS STD.NO. Cityof Asheville,NC REVISIONS STD.NO. w
IIII STANDARD METHOD OF ENDING DATE DESCRIPTION II, STANDARD DRIVEWAY APRON DATE DESCRIPTION
Standard Specifications CURB AND GUTTER 3.13 Standard Specifications WITH SIDEWALK& UTILITY STRIP B9H5 APRONCURBNG 3.15 N
and Details Manual and Details ManualZ zo
0 F
UI d
CONSTRUCTION DETAILS 5 W
DEVELOPMENT DATA BLOCK
THECITYOF PIN# 9629-244-778&9629-245-513
iiiiiL
ASHEVILLE TOTAL SITE
SITE ZONING
1.62 ACRES
AREA C.B.II-COMMUNITY BUSINESS II
z
Engineering Approval PROPERTY OWNER TERMINIX SERVICE,
DESIGNED: T.M.D.
Grading &Stormwater COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
CONTACT PERSON MIKE HOFFMAN-[phone]
22-00023PZ SITE ENG PLANS APPROVAL 012923 CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ CHECKED: T.M.D.
JOB NUMBER: 20-201
DISTURBED AREA 1.30 ACRES DATE: DECEMBER 11, 2023
laurelcross PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: N.T.S.
01/29/2024 1:04:39 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
This certificate of approval provides notice of the right to inspect by the City of C 5
Asheville,to ensure compliance with NC G.S.113A Article 4. CUT,Sc FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FlLL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

NOTES:
6-SN _ELF I- G LTE _.ne4 :\`C��SSottlipRDL/'.
I. TRANSVERSE EXPANSION JOINTS TO BE SPACED AT A MAXIMUM OF 50 FEET WHEN SIDEWALK ABUTS QBTB(WITHOUT 9DEWAl"ADJACENT*. Fr T E +L AND �o OF Oti'Y
UTLITY STRIP).EXPANSION JOINT SHALL BE PLACE BETWEEN BACK OF COLOR AND SIDEWALK FOR THE LENGTH OF THE RACK CF CURS(W'STD./ E 7 LIE ITN- E I-N-MTN 9 _�;.' 9'y;
SIDEWALK. sTo z�'wxe lox(MIM) ..L F� IE _r -OBEs) O EAL , _
2. ALL CANCRETE TO BE FINISHED WTTH CURING COMPOIND 4 cuT1ER sIHWm {.cTx(MAx) L al E \ a.
. 36
3. TRANSVERSE EXPANSION JOINT MATERIALS SHALL BE IN ACCORDANCE WITH THE"JOINT MATERIALS'SECTION OF THE MOST -� - E I::MIE.AN7DN JOINTS TO Be '',/, Q-,.
CURRENT NCDOT STANDARD SPEQFIGATIONS FOR ROAD STRUCTURES MANUAL. Ill... ------ - riLLLD nlm nNr FILLER MO;eALLx bCoR.OSS
ETecrAera=wAmawc �'�.d,O(iG I NE�'�A��
PLACED Fromm,ALL RIGID LE.ECTS AS LATES(SEE N07E) /i/L4 u ��
4. TOOL JOINTS SHALL BE SPACED TO MATCH THE WIDTH OF THE SIDEWALK BUT BE NO LESS THAN FIVE(5)FEET APART CR NO - - SHOP+EATE•DING TO THE NU.DEPTH FULL Wow I ,',/�y�MF�.�Dom`
LESS THAN SIX(6)FEET FOR SIDEWALK WITHOUT U11UTY STRIP. TOOL JOINTS SHALL BE 3/4 INCH DEEP ARID MUST NOT BE CETECTARLE WARNING Ci TM CON,:RENw THE TUP OF r RAMP As s+°""' IA-/II/A-�`
1HE TILLER A INC",C BELOW TIE FINISHED
SEALED. FOR NEW CURB AND GUTTER CONSTRUCTED WITH THE SIDEWALK,CURB AND GUTTER TOOL JOINT SHALL BE PLACED PLATE(SEE NOTE) SLAFACE..IONT FILLER MATERIALS O
AS SPACED AND INURE WITH SIDEWALK TOOL JOINT. SECTION D-D SHALL BE ACCORDANCE HRH THE NOWT
MATERIALS"Nall N OF THE MOST
5. THE DOWN DIRECTION OF THE 2%(MAX.)CROSS SLOPE OF THE PROPOSED SIDEWALK IS TYPICAL AS SHOWN FOR DRAINAGE CURRENT SCOOT STANDARD v OWNER
TOWARD ROADWAY.ACTUAL DOWN DIRECTION TO BE DETERMINED BY PROECTS EXISTING AND/OR PROPOSED TOPOGRAPHY. to'STD- "" MW.4SPEE:AL VS FOR ROAD STRUCTURES
A"tTPANSKKR
-.—OTU STRP(5'STD.) TRUSSlr ADJACENT TO Jx(MAX(101 cVMWMK MAR a(PF AHHT".-EE •TE'.
NUM SW(;s1o) we DOWN PE CF N cr THE u(MAR.) TERMINIX SERVICE,INC.
GRASSED UNIFY PROPOWD CROSS SLOPE CF THE Fg0cP I5En s1DEWALX
SW. SICNNX(CENG Sm.2'-6•WRB IS TYPICAL AS SNONN FOR DRAINAGE A•EIPAKSION Mike Hoffman
^ - 4000 PSI.YW) W GETTER SNOWN TOWARD ROADWAY ACTUAL DOWN DIRECTION JOINT E/SEE NOTE)
i EMISiNG CO 2ax(uM.) OAK, ENO SE DETER/FINEDW aTOc'OCRAPCMTS ERIs'mw ,y EMSTING ,W',+
/�TRANSVERSE PROPOSED Raa CMS MAR) ffE�IE s) r "sDEwAlx To RE).AIN As LS uN(Ess wE Q�}:",N'A. F\ P.O.Box 2627
TOOL JOINT / J�GNANSION AND(PITTnI - L REWIRES AD.ACEST SPEW-ALE SEcnows TO ,`iri�\ Columbia,S.C.29202
//// INSTNLAION x wE WN6LCMNR RAMP \ //
K (SEE N01E{) 1 I------ BE REPLACED,
FL�I C_J DETECTABLE WARNING \ QETECTA[i.E WARNING
PLATE NEE NOTE) PLATES(SEE NOTEI
� d y 4•ABC STONE _ ACROSS FULL aril.'
is u TOOL ADZE SECTION E-E \ A OF RAMP AS:AR)NN Phone:[phone]
z N z ; (sEE TA DIE.) SECTION A-A
m F i m In 3 PROPOSED d
ET F sBEwxx(xNc \/ *>. CIVIL&STRUCTURAL
7 } } xx(MAR. .DPI P.SI,MIN.) d�-
u ,= Q < ENSTNC OF/ CONSULTING ENGINEERS
8 } i PROPOSED OARS aFE�NOTE 5) PI
_ %^EWPA/MON
AND GUTTER K i t '� - MINT(4F NOTE)
1.4--S(ST03 s'(MNJ -OMIES p ►—IF(MN.)—.. -VAp6 - - 590 Lone Tree Drive Suite 101
��� JOINT CM) Mt. Pleasant, S.C. 29464
g R K'ExPANSION
ETO a O A"AOC sok W, .: U�E`(9EE NWOTE)NRfl , '''..- 4-' F
~1 ~1 SECTION Ei-B AtmJaR ARRAS PLATES `N
A a B C=D A B 8 c_=i 4IB \ ALONG RADIUS As SHOWN �/ � Phone:[phone]
L a rc1 j L Ls
a LEA J
B'W0.
Rx a x p sxwALK � _-1 •
Q N K AONT 9-AIER 1�� 9JWfN0= �•�y.• - DEIECTAdIi W+::.I
W W ~- / x PI.AIEs(SEE'I'1E
ACROSS FULL+a _I P /
K II
F J�
7
£E NOTE 3 I I _ aA"�Y.=
PLAN VIEW PLAN VIEW 1/2' i t" G' `L tx ARV. N
WITH UTILITY STRIPA ENPANSIGN
N
WITHOUT UTII ITY STRIP TRANSVERSE EXPANSION JOINT D�- I .DINT t�NUTE-
II P
il City of Asheville,NC REVISIONS STD.NO. REVISIONS
DATE DESCRIPTION City of Asheville,NC STD-NO. fin
IIII DATE. DESCRIPTION
STANDARD CONCRETE SIDEWALK �"t5 '�D"A"°�`Y°"°Ln""'�"" II' STANDARD WHEELCHAIR RAMP 2c-E.-
Standard Specifications OFR/15 ADO.SECT.V EWMND UTLTfY STRIP 3,16 Standard Specifications 3.17B V� G
and Details Manual 6AYt5 REVISED NOTES I AND 4 ‘11.11. and Details Manual 1 I v
FEN..,RIN
Q
�} o
\, - VARIES(FULL WIDTH OVERLAY MAY BE REQUIRED)
EXISTING PAVEMENT d MILL 2"EXISTING
SET PLANT 2"-4" ABOVE (24 g
SET PLANT 2-TO 4" ABOVE FINISHED GRADE. N
FINISHED GRADE
4'SAUCER RIM SLOPED O C
GRADUALLY To FlNISHEn 3"MULCH LAYER J
GRADE 11 FINISHED GRADE 3"MULCH i - '= _ IN, 'AVFM�NT I O U
P R ut - f IN EI N
:.u 4 Sul 4"SAUCER RIM \ _i Af tSe.T.r iL• - �. ITT It
.Lr=n. i r TE.... -t _ EX
GHNESS VARIES)se
RLw„N
TOPSOIL MIX I --FT:+.AA s '.zt ' - - __ _
FINISHED GRADE II - I. �Ill �ll illl'II _ _ _ O O
COMPACTED S::BORAJE-/ uII ILIII �T�TT III=��-��-��-� � �-I
REMOVE ALL BURLAP&.WIRE _-I K u II' ill '- ':'''-' I=_I
2 2 / I11 'DInKII=itaftLii---_\_TOPSOIL MIX 'II ICI—III—II,-.',',',•,',-,',','•-,'- .I� II W 1-1
U
FROM Top 1 3 OF ROOT BALL. _ 6
n n LI"LI"I -I `a
TREE PLANTING — _ _ °"
COMPACTED SUBGRADE t .. . . .. O
L ORIGINAL GRADE 6" LIFTS OF COMPACTED SOIL. lilt U W �H-I
TREE PLANTING ON SLOPE - ��IF EXCAVATED MATERIAL IS TO WET `I/", ��--R
DRY OR UNSUITABLE. A PROPER FILL MATERIAL Z 5
UNDISTURBED r Y WILL BE SUBSTITUTED. FILL MATERIAL
REMOVE ALL TAGS,TIES, ETC. - - F
SAUCER RIM 3"ABOVE FROM SHRUB WATER SAUCER EARTH �y�}J WILL 9E PLACED IN 6" LIFTS AT DO
FINISHED GRADE. SLOPE /•••••• OPTIMUM MOISTURE AND COMPACTED kit
a L.'
''i?,.r' GRADUALLY TO FINISHED MOUND AMENDED SOIL TO A 95%A.A.S.H.T.O. T99. O O
SET PLANT 2"ABOVE T4IkA4i �_, GRADE HEIGHT TO ACCOMMODATE ROOTS \ ��3"MULCH LAYER
FINISHED GRADE `Q rI(' AT THEIR ORIGINALLY GROWN DEPTH
p `* y. `-3"MULCH IN PLANTING BED. BERM 1'-0"+ I•^ �1'-0" ^i H
�(� C IIII. A . ORIGINAL SLOPE if' U
T ..i:' O / / I nITDO.uO I LIf
I 'lit' 5-- ---V II.TIIrrag.i �1 IILIIlnll'- NOTE:
REMOVE CONTAINER &-- ANISEED GRADE SPREAD ROOTS EQUALL' 11IIcI u, AN In 6_I ,P,HOLE WIDER THAN 1. EDGES TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE
LIGHTLY SCARIFY ROOTS dr. '
SOL BEFORE PLANTING. ACROSS MOUNDED SOIL III n- °'IeEAO OJT R007 BROOMIiU CLEAN OF OUST AND DRY BEFORE TACK COAT IS APPLIED. rid
n n.10l n H- r
TOPSOIL MIX AND BACK FILL WITH TOP sal n II n=n u.n=T SYSTEM. 2. EDGES AND OVERLAY AREAS TO BE TACKED WITH CRS-lOR CRD-2.
LOOSEN SUBSOIL AT BOTTOM NOTE: STORE BARE ROOT MATERIAL h A COOL STc=:.'.'_:E AREA WITH THEIR ROOTS 3. 6" LIFTS OR SUITABLE SOIL OR ABC AT OPTIMUM MOISTURE COMPACTED 0
OF PLANT PIT 4"MIN. COMPACTED SUBGRADE KEPT MOIST AND EITHER TARPED OR WET DOWN GAILY. BARE ROOT MATERIAL SHOULD 100%A.A.S.H.T.O. T99, ALL WET OR UNSUITABLE MATERIAL TO BE REMOVED
1• 1' NEVER BE ALLOWED TO DRY OUT. ROOT SYSTEMS SHOULD BE DIPPED IN A SLURRY OF FROM SITE PRIOR TO BACKFlLL
HYDROGEL FOR .,-,!.'IN. BEFORE PLANTING. 4, N.C.D.O.T. APPROVED PATCH DETAIL co)-
SHRUB PLANTING TREE HRUB BARE ROOT PLANTING DETAIL 5. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS. J
City of Asheville,NC REVISIONS STD.Na Cit of Ashes ille,NC REVISIONS STD.Na w
I"' TREE & SHRUB PLANTING DETAIL DATE DESCRIPTION IIII PAVEMENT REMOVAL AND DATE DESCRIPTION x
Standard Specifications3.22E Standard Specification ' 5.01 (n
and Details Manual W and Details Manual REPLACEMENT z o
o F
(n °-
CONSTRUCTION DETAILS 5 W
DEVELOPMENT DATA BLOCK
ATHECITYOF PIN# 9629-244-778&9629-245-513
TOTAL SITE AREA 1.62 ACRES
ASHEVILLESITE ZONING C.B.II-COMMUNITY BUSINESS 11 Z
Engineering Approval TERMINI.BOX ICE,SERVICE,INC.
PROPERTY OWNER P.O. DESIGNED: T.M.D.
COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
Grading&Stormwater CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
22-00023PZ SITE ENG PLANS APPROVAL 012923 CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
JOB NUMBER: 20-201
DISTURBED AREA 1.30 ACRES
DATE: DECEMBER 11, 2023
Iaurelcross PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%) SCALE: N.T.S.
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%)
01/29/2024 1:04:55 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
This certificate of approval provides notice of the right to inspect by the City of C 11 6
CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FiLL=3,750 C.Y.
Asheville,to ensure compliance with NC G.S.113A Article 4.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

NOTE: `\� 11rss8oi"%
WEARING COURSE CONSIST OF A 9. F E f 04,.. .'
1T-6" 1. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS. �o O
MINIMUM OF 1 1/2" - 2' �q� y';
L SURFACE COURSE TYPE SF 9-5A WEARING COURSE CONSIST OF A u CAL -
OR 59.58 COMPACTED 92%PER MINIMUM OF 2" SURFACE COURSE _��! 3p g
N.C.D.O.T. STANDARD SPECIFICATION, TYPE SF 9.5A OR S9.58 COMPACTED �."C�c-
TABLE 610-4. 92%PER N.C.D.O.T. STANDARD %o�",;,0 ��}���
_ SPECIFICATION, TABLE 610-4. ,v 1 N. Qg.,,
EXIST PAVEMEN EXIST.PAVEMENT i q,_ y,I D ,��
I
-:u'-'"°-"�W6"d
4" OF 119.09 TACK WITH CRS-1 OR CRS-2. PATCH
EX I'ST.BASE C SEc - EXIST.BASE COURSE WILL MATCH EXISTING PAVEMENT
ux
_ A.B.' ' - Tc {trrrYr xY 1 OWNER
V� - = T 0% a- H1 1 - --', ---
V>':- = = - LIFT - - - EXIST. PAVEMENT 'E- EXIST. PAVEMENT TERMINIX SERVICE,INC.
y� 0C)OcCDCDOCD0CDC C:',0 C�-- -)
rJ- X�.�0 0 0�`_)r Y.YO Mike Hoffman
_ 8"CABC COMPACTED
_ - EXIST. BASE COURSE' o TO 100%A.A.S.H.T.O. 799 cc- EXIST. BASE COURSE
-:PY/UNDISTURBED �_ ,, •
(THICKNESS VARIES) J' 4" LIFTS �O?-5 (THICKNESS VARIES) P.O.Box 2627
EARTH - _` - ;� �O�_ _„ C�F�-. C`C7C- -' ,H Columbia,S.C.29202
TACK WITH CRS-1 OR CRS-2. PATCH =IIII I X��IIxIII-JII`I -. , -_ IIII ¶� 3'-0'MIN. Phone:[phone]
_,,,, WILL MATCH EXISTING PAVEMENT =��IIIaIII III COVER
N.C.D.O.T. STANDARD - - - 'F111III�
SPECIFICATION TABLE 610-4 \ _ = „ III I II _ III• IIIIII IIII
II
MINIMUM DENSITY REQUIREMENTS \�-- I1=III 1tiii CIVIL&STRUCTURAL
_ III II IIII IIII IIII-1L CONSULTING ENGINEERS
MIX TYPE MINIMUM %OF Gmm - USE APPROPRIATE BEDDING FOR - _ _ IJI-
SUPER PAVE MIXES MINIMUM SPECIFIC GRAVITY --1�TYPE OF PIPE BEING INSTALLED DRY/UNDISTURBED III III=
S 4,75A 85.0(9.b) EARTH III Il I =fII 590 Lone Tree Drive Suite 101
SF 9.5A 90.0
-II= )III Mt. Pleasant, S.C. 29464
t_IS 9.5X, S 12.5X, 1 19.0X, 92.0
B 25.OX, B 37.SX -I _
- J 1•-0^f - IIII= Phone:[phone]
NOV: �I "'^ + I' I- N.C.D.O.T. STANDARD
1. EDGES T HE S-.aEI LITH - ETE -A'W TO A NEAT SQUARED EDGE, DRY USE APPROPRIATE BEDDING FOR = •
_ SPECIFICATION TABLE 610-4
GROOMED CLEAN OF DUST BEF E T- '::OAT IS APPLIED. TYPE OF PIPE BEING INSTALLED - = MINIMUM DENSITY REQUIREMENTS
2. EDGES AND OVERLAY AREAS Arl vE FLAY AREAS TO BE TACKED WITH RC OR AE-1 SPECIAL TACK. MIX TYPE MINIMUM %OF Gmm P A
3. 6' LIFTS OR SUITABLE SOIL OR ABC AT OPTIMUM MOISTURE COMPACTED SUPER PAVE MIXES MINIMUM SPECIFIC GRAVITY .r
95%STANDARD PROCTOR . ALL WET OR UNSUITABLE MATERIAL TO BE S 4.75A 85.0(a,b)
REMOVED FROM SITE PRIOR TO BACKFILL PIPE - <C/
4. N.C.D.O.T. APPROVED PATCH DETAIL 1-0" - DIA 1'-0 SF 9.5A 90.0 i ■
5. P4T'H MUST BE SQUARE OR RECTANGULAR. S 9.5X, S 12.5X. 119.OX. 92.0
B 25.0X, B 37.5X
6. ALL .H.A. REQUIREMENTS SHALL BE ADHERED TO F TRENCHING OPERATIONS.
11 p
City of Asheville,NC REVISIONS - STD.NO. City of Asheville,NC REVISIONS STD-NO.
IIII Standazd5 ecificadons PAVEMENT REMOVAL & REPLACEMENT DATE DESCRIPTION iii stanaaras ecificadana ASPHALT DRIVEWAY DATE DESCRIPTION `
anndard7sMmual FOR PERPENDICULAR CUTS 5.04 andDetaiublanual PAVEMENT REPLACEMENT 5.05 °�N RING
FE
NOTE: I--1
NOTF. 1. EDGES TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED N:,
, ,
I. USE SUITABLE MATERIAL REMOVED DURING TRENCH EXCAVATION FOR BACKFILL WEARING COURSE CONSIST OF A EDGE GROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
UNLESS DIRECTED OTHERWISE BY ENGINEER. MINIMUM OF 2" SURFACE COURSE 2. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING O
2. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS. 92 PER N.C.9.5A OR N.C.D.O.T.
STANDARD COMPACTED OPERATIONS. (y
92% C N.C.O.O.T. 10 .
SPECIFICATION, TABLE B10-4. 111%111 TRENCH PATCH WLL MATCH S. 4 N
EXISTING PAVEMENT GRADE. (BY TACK WITH CRS-1 OR CRS-2.
OTHERS) Q N
P4 O O
LA SEE" NDSCAPING^ AND "RESTORATION OF SURFACES"
SECTIONS OF THE CONTRACT DOCUMENTS FOR SEEDING NOTES. I U c`l
EXIST.•PA. :AENT:! - ...tni i�" lIST�PAVEMENT
O
t
- III'�]1 III-II I-II V;/„��>j���'(,)��; 5- HB BINDER COURSE / %-;'''.ii�i;;;;. >l HI z H
hz-rl�l I-III-III �I-III - I�I � �%IST. BASE COURSE /XIST BASE COURSE/ Q'
TT7_ -rrl- TYPE 119.CB TO 95%
0ii�ii iiiiiiii)��j ///////.�'iL?S%//// /THICKNESS�iiii 5� W v
III- III I' :p`� rC7(mS. -,0,0Q'QC(�� ocC18� U�� �� �C (..j� 6 az
'j O"'' -%JCABC COMPACTED •�4� O I--I
�II]I III I'= n(THICKNESS ORES) Jt mBED100R A A.S.H 0 T99 •��(TMCKNESS VARIES) MIN. COVER aisi 0
97
III ` III nr\�_ 111111 IIIIIIIIm Q '-CD
a
` 6^ LIFTS OF COMPACTED SOIL IIII
-11- II - -
i�I IF EXCAVATED MATERIAL IS TOO WET _IIJ�TIII IIII=IIII a O
OR UNSUITABLE. A PROPER FILL MATERIAL - -
Ir III- II I' WILL BE SUBSTITUTED. FILL MATERIAL DRYUNISTURBED !IA ....,. - \� .I IIIIII_ t O ›"'
I II
WILL BE PLACED IN 6" LIFTS AT EARTH
OPTIMUM MOISTURE AND COMPACTED -IIIIT� / I II 6 IFTS OF COMPACTED SOL IF . : IF-i
�TT 90%STANDARD PROCTOR. IIII EXCAVATED MATERIAL IS TO WET L)
-III III I' = IL�-
- ` I II :[i
N.C.D.O.T. TABLE STANDARD IIII�II - .1111 OR UNSUITABLE. A PROPER FILL
h _-I I - SPECIFICATION TABLE 610-4 -II-II MATERIAL WILL BE SUBSTITUTED. Cr)
IIIIII I---I MINIMUM DENSITY REQUIREMENTS FILL MATERIAL WILL BE PLACED
AA I�JH1BJ=1= iL MIX TYPE MINIMUM TI OF Gmm IN 6"LIFTS AT OPTIMUM
\ MOISTURE AND COMPACTED 95% W
SUPER PAVE MIXES MINIMUM SPECIFIC GRAVITY STANDARD PROCTOR
S 4.75A 85.0 a,b 0
E - =TE BEDDING FORPIPE
T1 E F E HEING INSTALLEC SF 9.SA 90.0 -0^ DIA -0"�. USE APPROPRIATE BEDDING FOR
S 9.5X. S 12.5X, 119.OX. 92.0 TYPE OF PIPE BEING INSTALLED m
B 25.OX, B 37.5X
w
_ J
City of Asheville,NC REVISIONS STD.NO. City of Asheville,NC REVISIONS STD NO.
IIII SHOULDER REPAIR DATE DESCRIPTION IIII _ ROAD PAVEMENT REPAIR UTILITY DATE DESCRIPTION =
Standard Specifications 5.07 Standard Specifications
5.09 U
and Details and Details Manual TRENCH WIDTH ONLY
Z z
O F
U1 0-
CONSTRUCTION DETAILS 5 E
0
DEVELOPMENT DATA BLOCK
Ali,THECITYOF PIN# 9629-244-778&9629-245-513
ASHEVILLE TOTAL SITE AREA 1.62 ACRES
SITE ZONING Call-COMMUNITY BUSINESS II O
z
Engineering Approval PROPERTY OWNER TERMINIX SERVICE,INC.
P.O.BOX 2827 DESIGNED: T.M.D.
COLUMBIA,
Grading &Stormwater CONTACT PERSON MIIKEHOFFMAN SOUTH(803)U730Z12 DRAWN: T.M.D.
58
CHECKED: T.M.D.
22-00023PZ SITE ENG PLANS APPROVAL 012923 NOTE: ALL STORM DRAINAGE STRUCTURES SUCH AS MANHOLES, INLETS, JUNCTION BOXES, CATCH BASINS, ENDWALLS AND CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
HEADWALLS SHALL BE CONSTRUCTED OF SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MEETING NCDOT DISTURBED AREA 1.30 ACRES
I i irelcross STANDARDS. ANY STRUCTURE WITH A DEPTH GREATER THAN 4 FEET SHALL HAVE STEPS INSTALLED. ALL HOODS, PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7R) DATE: DECEMBER 11, 2023
FRAMES, AND GRATES SHALL BE DOMESTICALLY PRODUCED CAST IRON OR STEEL AND APPROVED BY NCDOT. POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9R) SCALE: N.T.S.
01/29/2024 1:05:00 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%) -
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
This certificate of approval provides notice of the right to inspect by the City of CCUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y. FILL=3,750 C.Y.
7
Asheville,to ensure compliance with NC G.S.113A Article 4. /
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

1111ICA
SHALLOW TYPE --6'+E+ \°°F�SSjo4.'y'
(5 FEET OR LESS IN DEPTH) INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5') M 6AR5 v'® -A' - 6 `aQ �'
E0.'AL¢ACES� ILA / EAL
(5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH) -r-.- 1.5' --F. I.5' '\ , 0 36 c
r% I a c a'-6 { F G E Q45�
- _ -FRAME GRAZE&11000 I :,�6°N y�,�� 6.
a�j1, ` /i aBt D.aT.B.o 03 d,�/N/P'i��,.
L STANDARD 4 jL
J
11 A
mm
mm
STEPS 16" REINFORCED 1 J /
REINFORCED ON CENTER � = CONCRETE 11111 F II IIIIIIII IIII
CONCRETE SLAB SLAB +
6 36"- STANDARD
�' IIIIIIIIIIIIII - /
*M M F OWNER
STANDARD STANDARD :- 48" 60' ` MOMS
PAVED INVERT STEPS 16'ON STEPS 16' I!!!!
H.M.CENTfiMINTERMIRVICEINCPAVED INVERT " i1 CURB&0,TIFR NTH CA'TON GASH OJ s1IEP GRADESMikeHoffman
116.�- Y} �`: �+ � ,,t: ) -1 MA% PAVED INVERT I.IIV.a' NCDOT R57 - - I1USE CV Fl AT 44PS 1%&ANDER TTP'EIEVADON kaargliall 3' P.O.Box 2627
STONE BEDDING -__- e" Columbia,S.C.29202
FRAME.CRATE&HOOD ( _^ w`" n _.,tip:.. :;:;. L. - �__A_ Is-. _ 7
PER D.OT.STD.840.03 MIN. NCDOT R57 -SIN.E EDDTH /�57 ,LAN OF TOP SLAB SECTION S-S 6' EXP4N90N,AWr Phone:[phone]
STONE BEDDING STONE REDOING
FRAME,GRATE&H000 FRAME GRATE&HOOD J•it y
PER D.O.T.STD.840.03 PER D.O.T.STD.840.07
' ELEVATION
'S- 7T NORMAL CURB&CUTTER CH EIGHT GRAM CIVIL&STRUCTURAL
REINFORCED A' REINFORCED - -- - �JII IIB'N^BM5 I 1 M RAPS
� CONCRETE SLAB I l�� rop B.EVATlak CONSULTING ENGINEERS
NOT TO EXCEED 5' CONCRETE SLAB �! �� A4.J.ams•c - 2" Exwk90M�
•r � ^ ECUPLS A`AOES _
• • B' JOINT
MIN. 6" .� OVER 20' 6' _LL USE 08 ADEs o A_A. 6• 590 Lone Tree Drive Suite 101
,,��/��/���/��(�, 4e' MI"' - Mt. Pleasant, S.C. 29464
':_'��!.-.:.rr'� 6'MIN. ..5 --
MIN.6"'NCOOT#57 !• FROM 5'TO 20' 10'MAi OFPRESSLb CUTIFA ONE
fi"� STONE REDOING MIN +� � -...
"U'BArrs
• ,. 6 Phone:[phone]
- SECTION R-R COWEL
I.CONCRETE SHALL BE 4000 PSI MIN.FOR ALL PRECAST `' 6" ELEVATION
CONCRETE CATCH BASINS. - - - NORMAL CURB&GLITTER CN STEEP GRADES
2 PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED 6-J �-•-- {-
TO DEPTHS CERTFIED AS ACCEPTABLE BY TFIE - +"SCOOT R57 1'... IHEF I:t,, = ,..TIME FOR CONCRETE CATCH BASIN(BASED ON MIN HEICHT H WITH NO RISER)8 P / p
MANUFACTURER. MIN.6"NCDOT R57 SLAB LET.;IL TUNE BEDDING I'E -I F `- "I'E E f -:I.c N BOX DECOCTION$ 'r
J. AL W'(KNOCK CATCHH)BOXES ARE ACCEPTABLE FOR STONE BEDDING E - I TH :.I TFt I'. HEI HT CIr,'E I:N BARS-U BARS-V BARS-W TCT-L T TTOM 7DT 001G ONE PIPE
SHALLOW TYPE BASINS WITH MA%IMUM 30 INCH DIM. SLAB DETAIL FaR wlNNnw
PIPE ALLOWED. r I - H E F NO. LENGTH NO LENGTH NO. LENGTH Las -L LAB XEIQIT H r.
4.ALL STR STEPSES A'OR STR SHALL HAVE ENTER. r - -6' REAR THICKNESS AND _ Q9: - 3 Cr`
STEPS. STEPS SHALL BE INSTALLED 16'ON CENTER. I � SLAB THICKNESS AND -35"- REINFORCEMENT FOR -- __ _ __ __ __ __ __ _ __ _
5.EACH DRAINAGE STRUCTURE SHALL HAVE A PAVED INVERT `6� j SOIL AND TRAFFIC I 0 E ...!6
_9 N &
REINFORCEMENTODRAP FOR 72' LOADING BY AN _TO T A MAXIMUM S t SLOPE FROM THE INVERT OF THE PIPE =0' -�"- SOIL AND TRAFFIC 28'
TO THE WALL OF TFE STRUCTURE J LOApNG BY AN ENGINEER 3-g. -- - - -- -- -- - - '- '35 5
6.APPLY NON-SHRINK AROUND PIPE. I 26" ENGINEER L 3-A- 4'-3" 1'-2"4'-0- 4 1'-5" 2 3•-9" 1' c 39 0' •'21 27 4 -
7.HORIZONTAL.RISER,AND BOXES MUST BE SEALED WIN
3-J - 4'-9" 1-8"4•-0" 4 1'-i 3 3'-9•' _ C. 58I'll- .8 I'RISER HAS.228
BUT TL RUBBER JOINTS. -72"-
-60.-I 42 3'-0'2 5'-3' I-5 3'-2" A 1'-e' 2 2•-11" '' 0' '•3 CUBIC YARDS OF `
48" 3'-0"? 2- 5'-9" 7-n 9' 4 2'-3" 3 2'-tl" - 352 2052 -- 3'7 CONCRETE PER
54• 3•-0" 2-2' �' 6'-3' 2'-' _.' 4 Y-10" 5 2'-tl' •. '96 2.387 C.29: .:a01 FOOT HEIGHT Ci
Ciry of Asheville,NC REVISIONS STD.NO. City of Asheville,NC REVISIONS STD.NO. 4,f E R I N
,,,, PRECAST CONCRETE DATE DESCRIPTION ,, PRECAST CONCRETE DATE DESCRIPTION
Standard Manual
CATCH BASIN 69,6 REV.,7G.L.T016"IN DETAIL 8.03 W Standard
dDetailsD Specifications
CATCH BASIN 1 ,
No 8.03A
.„ 8
4.1 = OGo
H'0 O co
--
<-I NOTES: I-}4
►•Fco 9 O W1 (FT.) D e" • THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING IZ..I¢0 U FINISHED GRADE W I- can
m 0 -I-t STANDARDS: 838.21, 838.27, 838.33 AND 838.39. Ll-J Z Q N
FM Z-H=D • INSTALL PRECAST ENDWALLS WITH WINGS AND PAY O 0 O= 11/1s" f r .625" I P4 O
00 2 C)m FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W<Z LI_ = FINAL BACKFILL-SUITABLE ON-SITE SOILS O
= D 9 I-O<O= 8"LOOSE LIFTS(MAXIMUM)
Z D A A • USE 4000 PSI CONCRETE. 2 C:J O 6N
2 O O O 1-0" 1'-0" Q ,y AND COMPACTED TO 95%MODIFIED N
Z -D T PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 H-_~Z W - PROCTOR 1"
-I-. FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING O I-LU 0 J 8.75" - T" Z
022Z i/� 9 N�1. O < H
-Hce TO ASTM At 85 WITH 2" MIN. CLEARANCE.
0• z
INITIA FI -CLEAN,[OAR MA RIA D L BACK FILL CLE SE TE LSKa
D Min IIH
NINN H2 N MPA T •1/2D D 1/2D<,' A D CO CTED O 95% ODED •4 O•iMIN PIPE TO BE GROUTED INTO HEADWALL AT JCB SITE BY O W 0 •MMO N7 H1 CONTRACTOR I., m -4 11 ( 11 r W U
ININN IIIII �I • ALL ELEMENTS PRECAST TO MEET ASTM C9/3. A I 6a a
IINiNN NNiNII t aol 111III) • WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR " ))+`'',
will �� AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. •o i
'� 1'-ON1 ��\ • `IY, r. 4�r HAUNCH ZONE,COARSE GRAINED MATERIALS - p • 'D D (� Q'- CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". '�I=/ r 6"LOOSE LIFTS(MAXIMUM) Q In
1.25" Boa ro &' gli' - AND COMPACTED TO 95%MODIFIED - LJ
8" O.C. TVP. 8y'� R" E C. CHART
a V� PROCTOR p.
•n REFER TO CHART REFER TO CHART w �������������T�i��i��i�i�i�i�i�i����1��
e FOR BAR SIZE FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE R5 BARS Y �i�i�i�/�i��i��i��i��i�i�i�i�i��i��i��i��i� BEDDING,COARSE GRAINED MATERIALS t
xi Z AT 8" CTS.TNE CONTRACTOR WILL HAVE THE OPTION ¢O J N �i����%��%%A/4/�I�I�p�p�%�%�%j`�I I- 6"LOOSE LIFTS(MAXIMUM)SI p, D •p a w 0..
CD O ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. W AND COMPACTED TO 95%MODIFIED 12" D• D., . O O
Zc, C'J 3 PROCTOR p
_ Ir-I _ 'J'I
I- DIn z G ,
m cn = Z FOUNDATION,SUITABLE ON-SITE SOILS 1--I F-i
•-I W WAND COMPACTED TO 95%MODIFIED (,
to w ENDWALL DIMENSIONS Q ,°., PROCTOR , MATERIAL
- n D (FT.) FT. MINIMUM MIN,/MAX. MIN./MAX, YIN"/MAX. MIN./MAX, MIN./MAX.
W
a
= c Z H_ 2 1.POLYPROPYLENE PLASTIC SOLID
x Z o PIPE DIA. BAR SIZE H1(FT.) H2(FT.) 0 (FT.) W1 W2 0 W a 3 OUTER SHELL.
• C D ¢ n 2.POLTPROPYLENE PLASTIC
1.0 R5 @ 8" 1.25/2.00 2.00/3.75 1.25/1.76 3.00/3.75 5.50/6.00 < H.D.P.E. STORM SEWER
V SI O I O V POROUS MASS. Ul
o TRENCHING & BACKFILLING DETAIL 3.3/8"STEEL REINFORCING ROD
1.25 M5 @ 8" 1.25/2.00 3.00/3.75 1.25/2.00 3.5013.75 6.50/6.75 Q Z F GRADE 60,ASTM A-615. []
m D = 1.50 05 @ 8" 1.25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 0.50/5.75 co CO.3= N.T.S. SECTION A-A
•o * BillIIIIN-1
2.0 05 @ 8" 1.50/2.60 4.00/4.76 1.75/2.50 4.00/4.25 7.60/6.25 a m
2 NOTES: SEE GRADING PLAN AND STORM SEWER PIPE PROFILES
m Z z .... 2.5 R5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 O co W FOR INVERT ELEVANON OF PIPE. MINIMUM COVER OVER LU
J
N 0 3.D N6 @ 8" 9.0013.50 5.00/6.00 2.75/9.60 6.26/6.76 11.60/1,.75 J Q Z TOP OF PIPE SHALL BE 12"OR D/8,WHICHEVER IS GREATER. REINFORCED PLASTIC MANHOLE STEP o
4 D \ OA-.Q 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 W W y TRENCHING,INSTALLATION AND BACKFILLING FOR H.D.P.E.STORM TUTS =
V) � ), 6, 4.0 05 @ 8" 3.50/4.50 6.50/7.00 3.25/3.50 8.50/6.75 13.00/13.25 CC PIPE SHALL BE PER A.S.T.M.D-2321 STANDARDS. (,7
m PLAN ¢ O z
4.5 R5 @ 8" 4.00/5.00 6.50/5.50 9.25l4.00 7.00/9.26 13.50/15.75 Z o
5.0 05 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75 M F
5.5 M5 @ 8" 4.50/6.00 7.60/8.60 3.25/4.00 7.25/9.25 14.00/15.75 CONSTRUCTION DETAILS 5 E
6.0 4/5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75 0
SHEEETTj�I OF�1 SHEET 1 OF 1 DEVELOPMENT DATA BLOCK
838.8j0 83j�8.80 PIN# 9629-244-778&9629-245-513
TOTAL SITE AREA 1.62 ACRES
THECITYOF SITE ZONING C.B.II-COMMUNITY BUSINESS II z
Jiiill
ASHEVILLEZ
TERMINIX SERVICE INC. DESIGNED: T.M.D.
PROPERTY OWNER P.O.BOX 2627
COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
Engineering Approval CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
Grading&Stormwater NOTE: ALL STORM DRAINAGE STRUCTURES SUCH AS MANHOLES, INLETS, JUNCTION BOXES, CATCH BASINS, ENDWALLS AND CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
22-00023PZ SITE ENG PLANS APPROVAL 012923 HEADWALLS SHALL BE CONSTRUCTED OF SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MEETING NCDOT DISTURBED AREA 1.30 ACRES
STANDARDS. ANY STRUCTURE WITH A DEPTH GREATER THAN 4 FEET SHALL HAVE STEPS INSTALLED. ALL HOODS, PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%) DATE: DECEMBER 11, 2023
laurelcross FRAMES, AND GRATES SHALL BE DOMESTICALLY PRODUCED CAST IRON OR STEEL AND APPROVED BY NCDOT. POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: N.T.S.
01/29/2024. 1:05:09 PM PRE-DEVELOPED PERVIOUS AREA 1.78 ACRES(88.%) C _ ^
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) J`V�J
The certificate of approval provides notice of the nghl to inspect by the Cily of CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
Asheville.to ensure compliance with NC G.5.113A Article 4.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

tt Illllr,�
0‘I' SS. Piz
.J �o OF- i 0'r':
38" y'
ALL O111ER UTILITIES SHALL BE LOCATED A MINIMUM OF 3' AWAY FROM WATERUNE `'Q. EAL �'
GENERAL NOTES_ 0 3s
1, DUAL CHECK ON OUTLET
2 REMOTE READING ASSEMBLY TO BE COMPATABLE WITH %o�I E���
CITY OF ASHEVILLE READING DEVICES. ; . •:... ,004:vo 1 N ucil},,,
3. CONTACT WI SERVICE RI SHALL BEL APPURTENANCES
FRTE ATYPE PRODUCTS. `'i'••'•••:•- METER BOX a/ K 7"
`:•\;;s:;.' i.;,;,� FINISHED
Mina:. 22" GRADE 1
COPPER-STEEL :••'•+
WA OWNER
►K&3/OF CONSTRUCTION: W. STEEL PLATE NEEDED&POW 20"XIt TIED '.:cyc;:;fir{ry•;�? ..,r:4 3/4" TYPE "K,.
3 8'STAINLESS FLOOR PLATE STEEL-REINFORCED W11H 20'X10'READER .';N'•?,.,;.:.N,..r ,.• •".. SOFT COPPER PIPE/) ''1::{h .. b+aka•%::•:•%•:::•%:•>:•i:•::•:::::::.%• is.i:;:•}i::>::,':?:`:::ii.:`.':v
DOOR AND PADLOCK RECESSED DOOR. iI •I:geK i;:::72 •+'++• ••' 3' MIN. MIN SERVICE LINEO
+,::#:f,•;5::•:h;+..t;:?:;;1;c;::;'r ;:>; :;+:::r,;::<::? ;>:;y;;;:;.;j : (INSTALLED BY OTHERS TERMINIX SERVICE INC.
- Mike Hoffman
%Mak 2001be SIZE: 38"L X 22"W X 26"D GENERAL NOTES:
7" HINGED PADLOCK LID 1. MAXIMUM ALLOWABLE SERVICES IS 2-5/8 1"X3/4" "Y' BRANCH P.O.Box 2627
20" HINGED READER LID METERS SERVED BY A 1 INCH TAP AN TO BE INSTALLED OUTSIDE
RECESSED LOCK SERVICE LINE. 1" TYPE "K" Columbia,S.C.29202
2. METERS SHALL BE EQUALLY OFFSET SOFT COPPER PIPE THE PAVEMENT.
FROM PROPERTY UNE. WATER MAIN Phone:[phone]
METER VAULT 3. METERS SHALL BE LOCATED OUTSIDE DITCHES
\ \\\\\ CO R 3 t6" N�`5g glttl AND IN RELATIVELY FLAT AREAS ELEVATION VIEW
/F( FJ-5R1 SURFACE
/ 4. MINIMUM LENGTH OF BRASS NIPPLE
SHALL BE 12 INCHES (12"). CIVIL&STRUCTURAL
__ _, iE _ -..._ 5. ALL FITTINGS IN DIRECT CONTACT WITH CONSULTING ENGINEERS
' - 111 1I ?� 1=ll=l♦=111�'I'" WATER SHALL BE LEAD FREE BRASS.
U- 1 411*11= 590 Lone Tree Drive Suite 101
UNDISTURBED EARTH 1 411F1f TAPPING SADDLE & WATER METER BOX Mt. Pleasant, S.C. 29464
AMR MOUNTED ON 3/4" I 11' j ;% CORPORATION STOP
PVC PIPE DROVE MIN 6" OR TILL 111 SERVICE LINE
STABLE. DO NOT MOUNT TO METAL 24" s ! 1" TYPE "K" (INSTALLED BY OTHERS) Phone:[phone]
FABR GATED S vau BOX. MIN SOFT COPPER PIPE
BY PSP MFG. SUPPLY OR .. /
APPROVED EQUAL z111111111r
26" THREADED BRASS NIPPLE
3/4" TYPE "K" 2' P /
CROADWAY'. I H l r , i'` SbFT COPPER PIPEalk MIN
f-ti I-� '..J SERVICE LINE
PIPE OPENING ON BOX i '1 ;II I:Win/ WWI,/ TO SERVICE ij 1 (INSTALLED BY OTHERS) . ' Cr'
4!•I�A��,IA�1' I • 1"X3/4" 'Y' BRANCH IMF TO BE 3" WIDE AND - 6' �� �� •
6' TALL. .41Pa .at THREADED BRASS NIPPLE ,
...Val :/"' F BACK OF CURB WATER METER BOX yn V
♦.. A i A A A A AW A0.1.
i . - - THREADED BRASS AND GUTTER 2p
#57 STONE �•�•�-��•�•�•�•...�...�sA�..�• NIPPLE TO EXTEND //1,FERINI'
OUTSIDE METER BOX PLAN VIEW
12" MIN. LENGTH
AI
o City of Asheville,NC REVISIONS REVISIONS
WATER ENGINEERING 1 WATER METER BOX DESCRIPTION STD.NO. orkiii
City orSTANDARD MULTIPLE DATE DESCRIPTION STD NO ht-3
/1111 " 6 REVISED �A/eo2 \VATRRIENGINLERING BRANCH SERVICES 62°'S REVISED `n',05I�)
DIVISION r■ DI\ISION VV ODo
�/ N
[W ^ N
NE run Flu PORT BRONZE 1N FULL roR L \ ^ O N
ay.LSFurarF SEE raTEn REDUCED .<N•, BALI SnUI-0R Sk NOLFz �i O
GFNFRAI NOTES PRINCIPLE wsENnY
mIANADIE ACCESS PANEL PREFABRICATED.MUTATE 1.WHERE SPRINKLER SYSTEMS ARE USED, sINCIECFr(MILT
°.ARaF W/Loa(AND/BAUD MATEO ENCLOSURE IA 5.IN BUILDING INSTALLATION WILL C BE _ ____ __ wuOH� U N
INSNu Mal DOOR S=FEN RAT]ISE IMOSTA AND A FIRE DEPARTMENT CONNECTION SHALL ALLOWED WHERE EXISTING SITE CONDITIONS = LOB.L wAr OAF,_ F•ri N
ray OISOIARDE PLY TO ALL NECESONr BE PROVIDED AS APPROVED BY FIRE r (..Li
acme.A(MONO MAKE IT UNFEASIBLE TO COMPLY WITH CHART _ • _/ IAcIyy
CODE REIAIIMWITS OFFICIAL CONNECTION LOCATION(S) Rw4srARAOO'Y.PIPING W
SEE NOTE a A 4 BELOW.APPROVAL WILL BE GRANTED ON A CASE I"®I ANU
MUST BE APPROVED BY FIRE OFFICIAL IRA,DVARL ,I'ia�_I!Uli Il'1 11, CIRCBI 1,p,, (~ 'Z,
_ 2.AMR ASSEMBLIES ARE REWIRED BY CASE BASS AND WALL REWIRE THE INSUUILD I
P ' �' FOR THE METER. EXECUTION OF AN ESTOPPEL CERTIFICATE BY THE ENCLOSURE--.1 / Y� I ••I O O-
"P.Ml® I �^g4'L' I�� 3.ALL REDUCED PRESSURE PRINCIPLE(RP2)ASSEMBLIES OWNER/DEVELOPER. - �roRIE%°� I v L�"^ IwuA ON cowEN WNW, r y y
MONTAN ���„•,„ rav ARE TO BE INSTALLED WATT A MIN.S1MN CHECK g,ALL NON-METERED FIRE SERMCE MAINS SHALL AA BRASS,OR P MIN CALMAT. rl Z QI
III\\ ,4q VALVE OR PRV BEFORE THE ASSEMBLE AND SHALL BE HAVE A DETECTOR METER N1TIi A REMOTE SEE NOTE AO
uvLaullEl STEEL PIPE FOR MN CC ra+
•0fD PI I \ III ?;;'(S";iy ryl•uNc UL APPROVED WHEN USED ON A FIRE UNE srcuw:n to I LOCH croonAssWN.r PVC ()
Hi In { READING DEVICE INSTALLED. ERaNDDvw nwl Ivwr� SLEEVE,ON LARGER TAN, W
'jj II. �- F .• 4.A PRESSURE REDUCING VALVE(PRO)MUST BE SLOPE 000.0OAwr CONCRETE PIPING� a a
I! IRnn" APPLICATION. 6 WIa
I ��)� �IL�, l� IIL[���� I INSTALLED INURE OF THE SWING CHECK VALVE 7.THERE SHALL BE A MINIMUM OF 12'SEPARATION FROM CORROSION
I-a p„I
Y_ �i _ _- Low F.Ew,wwN O r.I--I
I-R -➢I BEFORE THE IELI PRESSURE
UREVEX EEDS THE OR FREE CLEARANCE BETWEEN THE SIDES AND
�A.�11 �.� AVERAGE SYSTEM PRESSURE EXCEEDS 175 PSI BOTTOM OF THE ENCLOSURE/VAULT AND --4II.�- J •?IL DUNosw 17
�i� , PRV SIZE SHALL MATCH UNE SIZE. BACKFLOW ASSEMBLY.
''YAK 19yI L-11' .. Ila�,"-�.3-L'- n LAN CONCRETEIlly I--I
.`1tLL IlSliv-= =' I� (/�� I
r"-.0Dn RDR NOTES: kit I�1 �L' I�
NAp � NSMO 1REDUCEDEPRE'sswE PRINCIPLE ASSEMBLIESIRFl MUST CDIFORMTO a Lrl IZ.
YWI,St 11 CI IY F A41ENLL E se:co.TI014s REFER TO CRYOF ASNEVXLI:
NAMED IV MD YPM , ��� PEW..UST DFBEPNS O
A•WASHED STIR 2APROVED BP INCLUEIES SWT-CFS VALVES.AMC?.SPORT DE THE
CCLEPACIm EARTH
SUPPLY - S.TEST COCXAI SMALL NE UPSTREAM OF SIUIOIS VALVE.AND IS PART
Of FLOW--.4.- 4 IPIEM E�RNy�APPROVED T--I% �-1
A BENDS E NaBRwyBEABDP xlmNanDF THECITYOF
aFSTRALL ANr ASN.vTLIt srAroAB>s 4 B¢pFlunow. REou�RED ePA ,e,
YCRNIJO0 a 4.v WkDENCLORCT4PECRiRONS NEYnNIF➢LC IO ABOKC WND ,
PRDMDESNLDE Wa.OwRL -----_ --- ASHEVILLE I Cr)
SECTION BB C'''a.BLE<T u°";or3LEt'":'N''�I°�`YNIBIRUTAL aE
coxronwTSIA«wILO.Conlnr min AE NAIIONA ULcIBCA cols PRIse>3r� - As A n
NOT TO SCALE AEOURCES APPFORBPN'EREWIwEmrSFLUOFTEIKTR CEDE _ __ Engineering Approval
A ALLLIMFSMPNOVAL FOR.P.REOULLY N.NNaF A OF TLF LATER
Ul® FIRE UNE INSIDE PIT DIMENSIONS ACCESS DOOR rYR�, IL eL•101'WS.HOW BRANCH..UNOIPROVW BYPASS METER W
'00001 D�AINI� SIZE LESIN I NDM I DEPTH SIZE PPxO. $NHL DEPARIYLNr CONACnoN MINTS,ONO IMN pm.,H Z Q
wATR�wD P�,ENANEEBCaNYC DTDIA3PPrLINEER Grading &Stormwater
e NCH 2ABIE5 DOUBLE LEAF BETWEEN MYNA-MI METER AiA»Acmtx nsNenuEl>EDunr-D MAIN 0
_ � STE VAULT 5p HAT DIE TOP..-0-X 4'D BBamY NLw�DEPAI3RLDDIR D TO 3 22-00023PZ SITE ENG PLANS APPROVAL 012923
e NCH IS A MINIMUM B'FROM TIE OOUBIE LEAF TESTED
BOTTOM AND ALSO TO MN 4'-0"X 4'-C eves YOEASHLVRLL-APPROV:DCw VEIL➢TESTER YAWN 30 DAYS OF ,YPHCAL LOCATCN RECVIRENO:T
Pp�auRC ce" S'AD O RAIL A ANNUM Ir CF CLEARANCE DOUBLE LEAF PASSING INSPECTION ANO RECANTING WAPITI SERVICE ANNIAAD r FOR ABOVE GROUND INSTALLATION }
VALTc(PRV) A YCIMIfD xGTW 10 Npl IRON gpTION ARO SEES 4,-0•R 6•-D• TFIEREAENR r.l. I a u re I c Toss CO
r
{�.YALW TY D MAXIM.VARNNG SSIRE TOR AL AS4]IBSS IS IiS PS.IEIN SUIPLrPRf35WCISDYER 1APB 0.EASEINSTNLPRVREEONEJASBLMB.r. CffYOFASHEVILLEWATERRESOURCES 01/29/2024 1:05:23 PM
amoP �� YAL"'K"D"''`D'a`°` GENERAL INSTALLATION REQUIRMENTS '°.ATENS""°F''LR'LS""LBY"°'"L'R"'D^E'°"BEP^s^.A CROSSCONNECTgNDNISgN 0
INSTALLED-0G10911.PAT.AAA*HEAT ARE CPI IOW_UNAUM SCAM I W
�: I FOR WEND UNR>FlsroR 00 1100ARONREAwvr,CAS REQUIRED CIFY OF ASHEVILLE _
BL ~ DEGREE TYPE OF BACKFLOW YPE OF 312E LOCATION INSTALLATION BEFORE vol START BADKELOW PEEVE NT ION STA NDA RD This certificate of approval provides notice of the right to inspect by the City of I N
I . OF SERVICE PREVENT OF REQUIREMENTS REQUIREMENTS CUL WATER RESOURCES CSOVOc000000ory OFFICE AT DETAIL Asheville,to ensure Compliance with NC G.S.113A Article 4. Z
■ HA2ARD ON DEVICE DEVICE WE ZWNITTO HELP REDUCED PRESSURE PRINCELE ASSEMBLY O F
HIM MIMIC/ REDUCED W I VLTDN ID FEET ABOVE BIB
111111 W IRRIWTTN! PRESSURE ADORE N'THE WEIR INSULATED MAUD CONSULT WITH US-NSTALL-GALL US FOR INSPECTION (RP)S•4•-F N d
AST�Y IEIR EIICL A TTIN YAL TEST WTfNIN30 DAYS BVACERTFIEDTESTER ABOVE GROUND CONSTRUCTION DETAILS Ld W
A MEN FIRE REDUCED R•L ADJN.4M TO AWE GROUPIE
P'Na' 'a "�J�'2•'''i^h D1J-IETFREN PRESSER ABOVE ROAD IRSULATED HEATED
INL RIGHT-EF-VAT CNCLOSVRC.Il1EIDNEAI
PLAN "` N«nAE L U A ASSDIRLY INSTALLATION ONLY.- DEVELOPMENT DATA BLOCK
NOT To SCALE SYwtN Q°D
NIGH FIRE MIXED re I. ADJACENT TO ABOVE GIRUM
(YETEREN PRESSURE ABOVE ROAD INSULATED HEATED PIN# 9629-244-778&9629-245-513
RE NE RINK-DTI-VAY ENAIDIRE IODEOITAL
ASSEMBLY INSTALLAn9N DILE TOTAL SITE AREA 1.62 ACRES
Cityof Asheville,NC REVISIONS STD.NO. SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
DATE DESCRIPTION
IIII TERMINIX SERVICE,INC. DESIGNED: T.M.D.
WATER ENGINEERING ABOVE GROUND BACKFLOW/ENCLOSURE 6l2015 Revision W.08 PROPERTY OWNER P.O.BOX 2827
COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
DIVISION DRAWN:
PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
JOB NUMBER: 20-201
DISTURBED AREA 1.30 ACRES
DATE: DECEMBER 11, 2023
PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7X)
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: N.T.S.
PRE-DEVELOPED PERVIOUS AREA 78 ACRES(88.%)
POST-DEVELOPED PERVIOUS
AREA 0.78 ACRES(48.1%) C 9
CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

18' �1'WWSR
ES °l°.0F 040 '6"DIA.GALVANIZED -'�y r'
CENTER POST THECITYOF . EAL
4"DIA.GALVANIZED 4"DIA.GALVANIZED '
CORNER POST - DOUBLE SWING GATE CORNER POST ASHEVILLE ti 3 �,-.
F Q @.
Engineering Approval `,44,if."u�':,,
" \IRON HINGE IRON HINGE t_a a IRON HINGE/� "I Grading &Stormwater
r1i1
(TYP.) (TYP.) (TYP.) o
II II 22-00023PZ SITE ENG PLANS APPROVAL 012923
CENTERN DRO CENNTER DRO OWNER
PT 1x6 SIDE PANELS00 R II II II R II II II PT 1x8 SIDE PANELS laurelcross WITH 1/2"GAP PT 1X6 W/1/2"GAP PT����IXBIIIIW/IIII1/2.GAP PT 1%6 W/1/2"GAP PT 1X6 W/1/2"GAP WITH 1/2"GAP i TERMINIX SERVICE,INC.
T HEAVY BuTV T JI`/I�1"� I II . Mike Hoffman
I LATCH&LOCK I `LATCH&LOCK m 01/29/2024 1:05:32 PM
< P.O.Box 2627
This certificate of approval provides notice of the right to inspect by the City of
180'GATE r—r r—r m Asheville,to ensure compliance with NC G.S.113A Article 4. Columbia,S.C.29202
HINGE qqq s 180'GATE
q "HINGE
FINISHED ‘,. ...
GRADE I FINISHED GRADE E Y7Y7" EXISTING TREE TO REMAIN Phone:[phone]
CONCRETE PAD CONCRETE PAD CONCRETE PAD CONCRETE PAD
/• :.: '.' '‘,/,<M</''\ ''i/,,\,S'K ''/' ' :; ' I
T u T ��' ;� � �1 CIVIL&STRUCTURAL
M � Jr :` o / CONSULTING ENGINEERS
'. G" VANIZED J 1N"DIA.ENT \\�/.:. 2"DIAMETER 12"DIA.CONC. M '1 ,
GALVANIZED PIPE ENCASEMENT / GALVANIZED PIPE ENCASEMENT
(///// Vp
(• 590 Lone Tree Drive Suite 101
•C•I'' 12"DIA.CONC. 18"DIA.CONC.� 12"DIA.CONC.�t%•.;. 1"DIA.METAL POSTS AT Mt. Pleasant, S.C. 29464
ENCASEMENT ENCASEMENT ENCASEMENT 5-FOOT ON CENTER
FRONT ELEVATION Phone:[phone]
DODO "loos x
DOUBLE DUMPSTER PAD SCREEN WALL DETAIL o 0 ii I o 0 0 P
1"DIA.METAL CROSS BAR
SECURED WITH POST CAPS
N.T.S. I I I I I I I f I I I I _
SIDEWALK TO BE BROOM FINISHED --EXISTING GRADE A w
ROOT ZONE TO BE PROTECTED.
1 2"CHAMPRER CLASS C CONCRETE F. .' ' • ' '
2,500 PSI 0 28 DAYS I 11 p
4t
3'HION ORANGE POLYETHYLENE LAMINAR
_ SEE NOTES SAFETY NETTING SECURED TO POST AND II`CROSS BARS WITH WIRE. 2C V
SEE SITE PLAN 6x6 W1.4 x W1.4 WWF ORANGE SAFETY FENCE TREE PROTECTION BARRICADE DETAIL /41FE Ris G
WATERTIGHT NOTES: N.T.S.
CONNECTOR NOTES:
NON—SHRINK GROUT (A—LOK) 1. EXPANSION JOINTS SHALL BE 1/2"WIDE WITH PREMOLDED FILLER, 1. ALL TREE PROTECTION BARRICADES MUST HAVE A TOP HORIZONTAL CROSS RAIL WITH THE ORANGE hio
LOCATED EVERY 50 FEET AND WHERE SIDEWALK ABUTS ANY BUILDING FENCING WIRED TO THE POST AND TOP RAIL
OR PERMANENT STRUCTURE. O
y1 2. TREE BARRICADES SHALL BE ERECTED AT THE DRIP LINE OF THE PROTECTED TREE(UNLESS SHOWN
WATERSTOP GASKET V 2. CONTRACTION JOINTS SHALL BE 1/2"WIDE,SAWCUT TO A DEPTH OTHERWISE ON THE APPROVED CONSTRUCTION PLANS). O 00
OF 1/4 SLAB THICKNESS,AND LOCATED EVERY 5 FEET. �/ N
F�1
III
SIDEWALK DETAIL \ w o N
N.T.S. Py O
li
O
O U tar' Ill%%1 Z Z N 25.
7 PRE—FABRICATED F"I 'z
MANHOLE ADAPTER 1.5"0.D.STAINLESS I 4 O
TYPE 1 TYPE y WI SMOOTH STEEL TUBING WITH O
WATERTIGHT WATERTIGHT EXTERIOR ELECTROPOLISH
WATERSTOP GASKET AND USING PRE-FABRICATED A FINISH
NON—SHRINK GROUT ADAPTER
18" 0.0. 18" U
6 W
PIPE I"GALVIAZED STEEL a 0..
— BOLTS-3"EMBEDMENT H a
LENGTH INTO CONCRETE O ', QW
BACKFILL TO BE MECHANICALLY COMPACTED INVERTED "U" PAD WITH 2 POINTS OF W
SELECT BACKFlLL RED O IN MAXIMUM `` TO THE TOP OF THE TRENCH OR TO A HEIGHTPE, CONTACT(MIN.) U t
8"LAYERS MEASURED LOOSE TO TOP OF OF MIN.COVER ABOVE THE TOP OF THE PIPE, Illiki a _x
TRENCH. COMPACT TO 95%OF OPTIMUM WHICHEVER IS GREATER.
DENSITY IN ACCORDANCE WITH ASTM D698 2 3' 2'
WATERTIGHT .• g , W
CONNECTOR
AL II (NON—SHRINK SOIL—TIGHT)GROUT 4"SELECT BACKFlLL \ O\ 0..
16
OR KOR—N—SEAL 306) BEDDING BELOW PIPE t
yy '6. Y
STRUCTURE BACKFILL COMPACTED W` �1
A —Or PVC MANHOLE HDPE PIPE UNDER HAUNCHES. 6"THICK 3,000 PSI U
ADAPTER CONCRETE WMTH 6x6 111111111111
Ww> (TYP.) Cr)
NOTE: PIPE SHALL BE BEDDED IN A FOUNDATION • o}Ir 3•000 PSI ° �.:•
SHAPED TO FIT THE LOWER PART OF THE PIPE. CONCRETE PAD
a 1 a• W
UTILITY LINE BEDDING DETAIL
0
N.T.S
lag._ BIKE RING DETAIL - "INVERETED U" (4 BIKES)
N.T.S. w
J
7
CO
0
TYPE 3 TYPE 4 W
WATERITIGHT SOIL-TIGHT
USING NON-SHRINK GROUT 4"OR 6"RECESSED PVC U
MAUSINHOLE ADAPTER (GASKET OPTIONAL) CLEANOUT PLUG NG PVC to
RAISED TO GRADE Z
Z O
O
FINISHED GRADE U1 0-
7=M IE o=� 24"x24"x4"WITH�4 REBAR CONSTRUCTION DETAILS
HDPE MANHOLE CONNECTIONS 11liiiii REINFORCED CONCRETE PAD w
EWE EI WITH CHAMFERED SIDES OR 0
ROUNDED CONCRETE COLLAR
ill1 =I (4,000 P.S.I.)
-ffi: III
4"OR e"P.V.C. DEVELOPMENT DATA BLOCK
mmmm PIN# 9629-244-778&9629-245-513
! 45'BEND TOTAL SITE AREA 1.62 ACRES
SITE ZONING C.B.II-COMMUNITY BUSINESS II O
z
. 4"OR 6"P.V.C.WVE TERMINIX SERVICE,INC.
PROPERTY OWNER P.O.BOX 8E7 DESIGNED: T.M.D.
COLUMBIA,SOUTH CAROUNA 29202
THREADED DRAWN: T.M.D.
PLUG I�I�II-II t CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
NOTE: ALL STORM DRAINAGE STRUCTURES SUCH AS MANHOLES, INLETS, JUNCTION BOXES, CATCH BASINS, ENDWALLS AND CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
HEADWALLS SHALL BE CONSTRUCTED OF SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MEETING NCDOT JOB NUMBER: 20-201
STANDARDS. ANY STRUCTURE WITH A DEPTH GREATER THAN 4 FEET SHALL HAVE STEPS INSTALLED. ALL HOODS, DISTURBED AREA 1.30 ACRES DATE: DECEMBER 11, 2023
FRAMES, AND GRATES SHALL BE DOMESTICALLY PRODUCED CAST IRON OR STEEL AND APPROVED BY NCDOT. PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: N.T.S.
SANITARY SEWER C L E A N O U T DETAIL PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
N.T.S. POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
C 11 1 0
CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HOG"B")

2"ASPHALTIC CONCRETE
:o4oF ES Sopt la�j 0'.....•
5"PORTLAND CEMENT— ° ° SURFACE COURSE-SF9.5A !44444444444444444444444444444444 NEW ASPHALT CONCRETE R4" �"
�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �4'4 v'y;
CONCRETE,4,500 P.S.I. (N.C.D.O.T.610) ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ THICKNESS AS SPECIFIED 4 r
,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4 APPLY TACK COAT -
(N.C.D.O.T.700&710) .. ° • G ►♦�♦�♦�♦�♦�♦�♦�♦�♦�♦•♦t♦�♦•♦„♦•4 - AL
�� PRIME COAT TO SAWCUT FACE (SCDOT SECTION 401 &403) 0 3V 6 c _
•
y
44"GRADED AGGREGATE BASE •— #" •- 6"GRADED AGGREGATE �Ie� I � � ,�
, M D
3(N.C.D.O.T.700&710) _ BASE COURSE R i Ai1T1ri WA 2"(MIN) K/n7j(N.C.D.O.T.520-TABLE 1005-1) � 4 ax !
. . • ? � M `��;__• z •%pop.1i1 1.101i , � 8"(MIN.) BLUE
lli lli llI 1I411 • • •�•�• eIAla IR R THERMOPLASTIC 4" c
111-111-111-111-111-111: " alli 1 ir IrlI ' cn I I I PAINT OWNER
18"MIN. 118 MIN.COMPACTED _ I I I I I I I I I I I I I I II I I I III I I I III I I I I I I III I I I III I I I •COMPACTED SUBGRADE,E,COMPACTED TO 9az lli --=— -- —I ---- — =— =—=—=—=—=— =—� 22.5'
MOD.PROC.(ASTM D-1557) — TERMINIX SERVICE,I CE,INC.SUBGRADE —III—III—III—III—III—I NEW BASE COURSE V: i-c
Mike Hoffman
THICKNESS AS SPECIFIED
NOTE ALL THICKNESSES SHOWN (SCDOTPREPARED AND (SCDOT SECTION 308) 4" /
ARE COMPACTED NORMAL DUTY ASPHALT PAVING SECTION COMPACTED SUBGRADE AS P.O.Box2627
SPECIFIED(18"MIN.-IN NOTE: SAWCUT A MINIMUM OF 2"TO Columbia,S.C.29202
N.T.S. PROVIDE A CLEAN,SHARP ACCORDANCE WITH CODE) NEW CONSTRUCTION INTERFACE
FOR
CONCRETE PAVEMENT SECTION
NOTES: CL OF PARKING SPACE Phone:[phone]
N.T.S.
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TYPICAL PAVEMENT TIE—IN
NOTES: LATEST EDITION
"STANDARD
P ORTATIO N,(N.C.D.O.NS FOR T j WAY CONSTRUCTION",SOUTH
CAROLINA DEPARTMENT OF TRAN A D A PAVEMENT MARKING SYMBOL
N.T.S.
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE CIVIL&STRUCTURAL
IN ACCORDANCE WITH THE LATEST EDITION OF"STANDARD 2. ALL THICKNESSES SHOWN ARE COMPACTED. N.T.S.
SPECIFCATIONS FOR HIGHWAY CONSTRUCTION",SOUTH CAROLINA CONSULTING ENGINEER$
DEPARTMENT OF TRANSPORTATION,(N.C.D.O.T.). 3. SEE GEOTECHNICAL REPORT FOR FURTHER PAVEMENT RECOMMENDATIONS. NOTES:
1. PAINT COLOR TO BE INTERNATIONAL"BLUE"AND SIZE SHALL MEET ALL 590 Lone Tree Drive Suite 101
2. CONTROL JOINTS SHALL BE SAWED EVERY 15'O.C.E.W. REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AND SAWED TO A DEPTH OF 1/4 SLAB THICKNESS) (M.U.T.C.D.) Mt. Pleasant, S.C. 29464
3. EXPANSION JOINTS SHALL BE USED AT ALL LOCATIONS WHERE 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
PAVEMENT ABUTS A PERMANENT STRUCTURE. LATEST EDITION OF THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION Phone:[phone]
(SCOOT)STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION WHERE
4. SEE GEOTECHNICAL REPORT FOR FURTHER PAVEMENT RECOMMENDATIONS. APPLICABLE.
F / 4'
, .
H.C.SIGN BEHIND CURB OR 2
MOUNTED ON BUILDING FACE,
STOP SIGN (WITH"VAN ACCESSIBLE"SIGN, C/ \,
R1-1(MUTCD) STOP IF APPUCABLE) F E R I N G
30"x 30" _ci- 4"WIDE SOLID BLUE STRIPE `
(ALL H.C.STALLS)
GREEN BORDER AND RESERVED
\ / CURB AND GUTTER(TYP.) LETTERING
PARKING 1,10, ,.
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4"WIDE SOLID WHITE STRIPE 12"x 18
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BLACK FINISH)
12"MIN.
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�zl TYPICAL PARKING STALL DETAIL / 0
s W i.. N.T.S.
w a
�•� NOTES: NOTES: SIGNS SHALL MEET ALL THE REQUIREMENTS OF THE O Q
' '�..'� 1. A MINIMUM OF 1 VAN ACCESSIBLE PARKING SPACE SHALL Be MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PROVIDED,AND AND ADDITIONAL 1 VAN ACCESSIBLE PARKING SPACE (M.U.T.C.D.). ',+
FOR EVERY 8 H.C.SPACES PROVIDED.
II� SIGN TO BE MOUNTED 6'FROM FINAL GRADE TO . : IF-i
BOTTOM OF SIGN,MOUNTED ON 3"0.D.GALVANIZED U
DECORATIVE POST POST. Cr)
VAN ACCESSIBLE SIGN TO BE MOUNTED BELOW H.C.
SIGN WHERE SPECIFIED ON THE SITE PLAN.
COLORING AND LETTERING TO MATCH H.C.SIGN.
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N.T.S. >
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5/6"HOLES FOR 1/2" CONSTRUCTION DETAILS N
REBAR 1-6 LONG
0
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174"Z
3• DEVELOPMENT DATA BLOCK
1 A THECITYOF 9629-244-778&9829-245-513
6" 6 TOTAL SITE AREA 1.62 ACRES
2"
ASHEVILLE SITE ZONING C.B.II-COMMUNITY BUSINESS II Z
B• 2•-Q• 6• 2•-Q• B" 4" Engineering Approval TERMINIX SERVICE,INC. DESIGNED: T.M.D.
PROPERTY OWNER P.O.BOX 2827
2-#3 REBAR COLUMBIA,SOUTH CAROUNA 29202
s" DRAWN: T.M.D.
- Grading&Stormwater CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
122-00023PZ SITE ENG PLANS APPROVAL 012923 CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
JOB NUMBER: 20-201
DISTURBED AREA 1.30 ACRES DATE: DECEMBER Ti, 2023
CONCRETE WHEELSTOP Iaurelcross PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) N.T.S.
N.T.S. SCALE:01/29/2024 1:05:37 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%) 1 1
POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) C
This certificate of approval provides notice of the right to inspect by the City of CUT Sc FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y.
Asheville,to ensure compliance with NC G.S.113A Article 4.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HOG"B")

\\(III III„,TI
qv� _ _ :�'C�ES SR L��.'r 20 MN PE - I
OP
STUB INFORMATION , - FINw aCFt#LNL� 1s°,.ra '�T`�r" o of O4,y
BrsTEL IP REGIARED1 REQUIRED 1c EAL 9.
PECE Srle INVERT ® .. 4 �''�v-G.I. :U:y�3'r �,�3 b C� ;;Q f9
1391.1 1 2.w.93 2243E0 .,, �' L OE AA 7' a ,„r4-PP..y,� 0 36
nee STUB F3 21U.93 22u.0 -� NOTE. INITIAL BACKFILL J 1a. a.,M F Q-f,,,:-.
RISER INFORMATION TYPICAL SECTION VIEW tt ,` - _w ,7`?„/,yry{I ljyl,L`\T
PECE RNA Et. srsvA NOT TO SCALE Q t/ y "T I�-�III�'�
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GEONTIAL D AX S CURATNAYRMATF HELP FROM
ACHATE NINE
THE TS. ('
3B3 RI`"ER ix URIC 2SN.5➢ POTENTIAL wOVERDEEFFECTO THAT wYRCO0.ROM PLEASE ..TOR. '�``� MIN_ CORK OWNER
..unlwurmlrvO�nALeaxMORoven APDeOOOFII9E Host...TOR. 7 DIAMETER
CORRUGATED METAL PIPE DETENT.DEDGN DUMF.ADOTgwL.F.MATION ` COVER PROFILE
�, ,Dw�HExDD, BEDDING G o ,z.e 1 2vs6,a TERMINIX
MikeHoffina E,INC.
�\n Q 11 UV DLMANN = B `sBR
s Mr-14r . P.O.Box 2627
BCD BULNEnD E, naTlA1 nu EINELO�(I j�;
,� G 11 G B.W1IIREWARDE].MIAOW THE wDEL..OF..90 4WD EIMODE0.134I ROE mAAoCOMimU..WEc26) Columbia,S.C.29202
I P 1- TRENCH29.51 MUST ALLOW ROOM FOR PROPER COMPACT.OF MAW.MATERIAL:LINDEN THE PPE
THE MINIMUM TR.CH® -i B" o�D`I PIPE>,r I0,6
m.IrM°"`12efij Phone:[phone]
q q p Q
3VOIB SE£OETULD3lEFl P3 ,i99T�i.M F] ez r---1 9313aC WDMIW F4TI FORRNITLM FILL ENVELOPE RR2A63%
SEII 44.1 D.LOP
3301119"F2 -1-_--4- 2 THE...RON UNDER THE PM AND UOE BA..SHALL BE ADEOUATE TO SUPPORT THE LOADS ACTING UPON IT MAIL CIVIL&STRUCTURAL
3 E.DOMOMM .ALSHAL BEA RE.NIVELYD.P.LOOSE MATERIAL TWAT FITT,E BOTTOM Of RC PIPE FROM CONSULTING ENGINEERS
Ti'-P I PIPE I SNNNGUE OF PPE TO.343 BELOW BOTTOM OF PIPE
PLAN4 CORRUGATED STEELPP E,OGPIHE.00RI. 590 Lone Tree Drive Suite 101
S HAUNCH ZONE MATER...a BE HAND SHOVELED OR POVEIDADm O0T0 PLACE TO..WF.PROPER COMPACTION 12E5.44 Mt. Pleasant, S.C. 29464
.GEOTECE.SHALL BE USED IF
D BY
I.ER TO
EVENT SOIL MIGRAMON INTO VARYING DM TYPES
NOTES 1 1 / 00 BAG..PLACED ABOVE SPwNDm4NERiOMEETGAASIRo,E..1 w.2oRw.3 CV.-.9MxwTrox.OR APPROVED EQ.COMPACTmro
\ 9obiA® D PROCTOR Rl.wnwM PARTICLE Ballo O EXCEED rnz<,2 LIFTS PAcmINAcoNwLmMAra Phone:[phone]
LOADING.AND THE LESSER OF
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED
(e)PAGES INCLUDING THE FOLLOWING: -- nY FM IFNLE's.ewLBe vEnFlm
V \ NTEC Ro"2TMA'wS TH...T.E Y,04,PNUiM4A0S,„PAC.D.LI TI TO Mr UNEVEN 66"KAnox_ 6 FATAL
ASSEMBLY ALL Fm• EMEMr Hwrn'Ame ucIVIl ABOVE WE MAY INCLUDE nowoeA...wTenMI AND n100 PAVEMervrNAPPLr.WNE3.SEE rAeLEAewe.
PIPE STORAGE=e.1182 CFTOT.
WUNSTORA EGAGE=14 SCALE 1'=2V .AURc-u,sA;r_r-�e 4.9E -.. OF COMP..°0.ER FOR C.VEMEIONAL WOHWAr LOADS.MEASURED FRONT.OF PPE TO BOTTOM OF
PIPE STORAGE 8,882 CF 215IA'CORP-:NATION AND lb GAGE UNL000 OTHERWIDC FRONT PAVEMENT OR TOP OFROO vAVEIENft12b-B3L P /
WALL TYPE=SODO N01E0 9P0 FITTING REINFORCEMENT T FINAL BACAFIu14.5.2SEI.EenoN A.COwACTION REONNErENTs SMALL FOLLOW THE PROJECT PIA.MO SPEPFICATIDND /Q
DIAMETER=84" LOADING:H2O MAY•RISERS roee NaDI1BMNED roDR.AOE w.IEanNEo ermrv*n.AcroR BE REQUITED BASED ON HEIGHT OF PER TIE ENGINEER OF RECORD P6.e.<+1
OVER AND WE LOAD C.D..
FINISH=ALT2 PIPE INV.=2243.5Vt - oTm
CORRUGATION=5x1 •OLLAMITTV OF WE S,gWN Dom NOT PRONce EXTRA PIPE FCR COHVECTINGTHE SYSTEM " FOR MULTIPLE BARREL I1.>AW 36.�TI NS T.Rm01►@EEC STN..SPACING WWI.PARNLELPPERU....BE PM LA.
"EASTIMG WE OR DNA..B2RUCTWEG DWA VV.AS DETAILED PROVIDES NOMINAL TO TYPICAL MAN WAY DETAIL G<J
PPe One FOR CONNECTION TO EGER 0 U0E.IF NOT TO SCARF OW NO LESS MAN xo1CTANOAND SPA. LWETERBTrNDLARQER CONTACT YOUR cOMrOCH REPRFSENTwTrVE FOR ' `
Tr.
(TABLE nxE]-,:
ADINGON.......1.6111ERF..911343134 OF THE CONTRACTOR.
CUSTOMER DAIS •ALL ACCESS GASTNDB ARE PE RESPONSIBBITV OF THE CONTRACTOR AND ARE NOT
•
•
SUPPLED...E. TYPICAL BACKFILL DETAIL
NOT TO Sr'e1F 11
"_=.T-"' � ����yyy N 84"0 UNDERGROUND DETENTION SYSTEM-695714-010 wBTIA CIO I'B•are°' =E+�'�1c= �CO� conEar 84"0 UNDERGROUND DETENTION SYSTEM-695714-010 14 I nu+ I urzm2, <' CI
=74��..�,.�: -- 04p� TERMINIX maw aww ��"„�"vd WAIIRRENSI-`N ��M TERMINIX �rx 2
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M,P� MIS =,M�,= PROPOSAL SITE DESIGNATION: ="�4'�� s.==N 1P i �w ASHEVILLE,NC N F Co
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_BE PROVIDED ANINST...AD 'TEARING
N
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P I.UNTED TEMPO..COVER FOR GNPEfi0 RISCMPER
A B B REINFORCING PRESSURE (24
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- - CONSTRUCTION LIMOS C 1
RODFR..rffiGeNT BEAREVEL_ illillW F1 R' S u' TWO
U
s.ss EOPo�w TWO F1�i N
ExTENDIOx�' M�Ar BAND SNOWN, DOUBLE BAN CONSTRUCTION RSERT PROVIDED BY
CONTRACTOR BB 11 TVA I. NB OB'OCEW ,.370 W
VARY(ND _ -BOLTAM STnAP1UB61 P9ACtE LOINS.AN AMOUNT OF.COVER..MEET.MINIMUM q QPRA COVER MAYBE NEOUtEOAVER .. Eli OCEW
f310
GAb1UTR CORRUGATED
THE LI. 01CGNSTRUGRON THE I"EOMPMExr NECESSITATES GREATER PROTECTION FRTIE PIPE THAN nMsnm SECTION VIEW a 6.6 `'P EorO¢W' ,SEC \ O
B Fur..SIEF G=Ace CCNERN TINE TABLE BELOW
�AIwILUMS FOR xORwI,iO'WAv nNFTK. O" 4-1 ----Teo-. BAND womEsdi]
_ AZLE LOADS (ACCESS CASTING NOT SUPPLIED BY CONTECH� " DsoILeEAraNG CAPACITY E.
wVNUNE PIPE SPAN Pal
L: _9 Pat WOWS law I Bags I COVER
I nD1sO .x A . MN MOON. A U
i MWNUNCWeeFT, �+ 1
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= _ E-- y 3
CONNECTOR DETAIL �A ,28Tiu 3e 4B 4e 4s -- - - - ten- I^--Yj- -s-- � --f i
POFCMPANDRISERAN 11 „ , ,
D CONSTRUCTION ROADWAY SURFACE
22/3"x112"RNETEDPIPE CONSTRUCTION LOADING DUIGRAM �x. ;� ? ,r I GEMER.ALNOES.
I. DEWEAm BIND MIA MO FATTENER TYPE wYVARY aY FeBRNCATSN PLANT. I. .'DIMSroBEASSEMBLED PER AASMO MBDQECOxSTRUCDON,PFOFIGTIOxSEC 26434PRO 7. , _ ___ ROT N ...__ O
2 NOINTS TO BE AGseMsm yen AA0,rt0 BRIDGE cow^TnucnON SPEcmCAraN SEC 264 24 z Cum wnauls w®en coATWOew veer er LoeAnox CONTACT YOUR coNrECH nEPRe2xrArneFOn AVAILABILITY iI�/% +_ '�. wC6� I v i I xTEwRvrEO BAR•
11
A 3. BAND
if NDMTER TEER..^, MDGGE TO Of OGEvER SAME
Of AQt RISER
M.44TEAAPNpxi. 3. BANDS ARE NORMELOFlSWSHmA MATC11 WE PEARCH FOLL.MEM APPLICABLE_ - *ION FOR CORRUGATED STE.PPEWUWWED TYPE 2 STEEL SCOPE WOAxD ASSEMBLY IETERRUPD OBE •:r- - -o i- �"=_�-Fi-__i BEeG l i I--I
NOES.
BANDS ARE NDR LLLYF RNI,EDASFOLLOW AND THE WAND.° STANDARD \_W M
• T1.3 Mr +B2•1INU+u'3PECE. CORRUGATED STEEL PIPE RCSPI DE..IN .11..CORRUGATED STEEL WE ASSOCMTIOI,MBGAI RP1ffiCNCING.
" W zWECE. _ ARE ATTACHED__ RIVETS __ TNEPIND PROJECT SEE TABLE UTIaa
B. AU010000owrcow0000T5wRLeEEIm wss_+ELED. n AI.L<wawEnoum TO HAVE.Axxuwn ENO mrtnLIGAI,ONs aF2z'3YR? MATERIAL
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
7. MA.w1OE RISER,IN APPLICATIONS WHERE TRAFFIC LOADS AREIMPOWD RECUR.DPECML 000IONCON0IDE00TION-_ A0L000ED0 TYPE STEEL COLS SMALL CONFORM 70 THE SPECMI000000 FOR HIGxNAY EMCEE.STANDARD
M.DIVISION 11 F
e ORE,NBNMlS SUBECTroNANYFACNwNG TN Fc4NrF[. ] DMDSroNS ARE SWECT TO YNWFMTUNIC TOLERANCES APPLICABLE REOUREMENTS OFAASHTO M274 OR EURO AEA. OR ASTMAA790 AND IN CONFORMANCE. ROEECEPANS NOTES W.�� W
A. OPENING.BEM B RSA^REQUIRED 'C
B ORDER DHLLLP0000ATEWOIET OPTION.F REQUIRED,SEE DETAILS ABOVE, CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND R-50.V_ VATNM00TO.I7P TO MAINTAIN 20AR COVEIe
12"RISER BAND DETAIL xNLOE MANUFACTURED IN ACCORDANCE WITH THE WITH THE SITE ErvDINEER O
NOT TO SCALE 10-C BAND DETAIL APPUCABLE REQUIREMENTS OF noTO 6HAP RMTNAaWN ON FOLLOW WE CC. 000pV EC0r,OR OF TIE PRACON OR TO z.D LOAD HS2L O.PROTECTION SLABAMAuwTERIALsro BE PRovIDm ANo
NOT TO SCALE L U INSTALLED BY CONTRACTOR
y9-
PIE RWECT m eDELTAENGNEEc.AnwRECTSAND UM m RTMDWATR OR SURVEYORS. NY.
FABRICATION
001N PRODUCT cam WITHIN THE _ HCN�EF 0100 -l¢PM w UNITED STATED. HA RION-S AND.HALL BE SPECIFIED IED ENGINEER OF -IRECORD. 5.REINFORCING STEEL 4 ASTM AMI5.GRADE W. =
0
TM OARS INTERRUPTEDMANHOLE CAP DETAIL W
MATERIAL SPECIFICATION• HHALF.CH DOE ALE PLANE ADDTTIONAL0 THE ARSTO BE WT _
NOT TO SCALE U
NOT TO SCALE to
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--=_ 0�►NTECH' CiiNi�CH' _ _____-- CWl• IOECH' WHEW' _ _ w. o
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-- MMMx°d"E'.=M ASHEVILLE NC "® "'."` -- - s`"'°'"'F ,HALL'. ASHEVILLE,NC `"'� 5 00
��r- M.w _10 Amts.neacsamaft IW a@� _� N�IW PROPOSAL SITE DESIGNATION: �P3 a 5 I :== =. -...4, TF REMO.PMMN.,.= .Y ^'".' _'� "�..• MOH. SITE DESIGNATION: �PG. a 5 V1
Q
THECITYOF DEVELOPMENT DATA BLOCK
PIN/j 9629-244-778 6 9629-245-513
ASHEVILLE TOTAL SITE AREA 1.62 ACRES
SITE ZONING C.B.II-COMMUNITY BUSINESS II O
Z
Engineering Approval TERMINIX SERVICE,INC.
PROPERTY OWNER P.O.BOX ICE,2827 DESIGNED: T.M.D.
02
NA
Grading&Stormwater CONTACT PERSON MIIKEMHOFFMAN SOUTH(803)U730Z1258
DRAWN: T.M.D.
CHECKED: T.M.D.
22-00023PZ SITE ENG PLANS APPROVAL 012923 CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
DISTURBED AREA 1.30 ACRES DATE: DECEMBER 11, 2023
laurelcross PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE/:' N.T.S.
01/29/2024 1:05:44 PM PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
This certificate of approval provides notice of the right to inspect the City of 1 2
UNDERGROUND DETENTION DETAILS POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1�
Asheville,to ensure compliance with NC G.S.113A Article
4. CUT Se FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./nu_=3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

``CUES SR 0.0,.
SOLD RIM AND COVER FOR 4••F O r,
MAINTENANCE ACCESS 0 O ti y
,,-, J J` BUM RUBBER a 9:
f - -T T- \ ELEV.=2257.00 TOP OF STRUCTURE ;4•� 9'
8"CONCRETE 4 EAL
SEALANT AT CAP ELEV.=2257.00
ALL JOINTS \ • 3p g
:l•InEAno °oenr"'RAIL ALL STEEL snEnsA (C1..ECOM. . LADDER RAILS - ;'6,F e w;
er10RN VC M E�g p�" "^O"I^+o'? -III III III III=III - -° -III III III III III III- o•Nc E3,,s�`
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FIAT R..A APPLES
MILL - - - III III= III III III= ,,,Ity.Mx�uD
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CENTEa TOP OF WALL =•
`1 III 11 (EMERGENCY OVERFLOW SPILLWAY)
(EMERGENCY OVERFLOW SPILLWAY) ELEV.=2249.00
TO LI; vrennauiroRuwa' nARTQRLRBt3t1Wr / rr - OWNER
n w.pAaNG DED•STEEL nNR WELDS En c r1 rr
ELEV.-2249.00 8"CMU WALL DOWELED INTO
1-1 xMati'Fur OAR sxE nwL WALL OF STRUCTURE W/)f4 It _ 50 YEAR WATER
PLAN smE II REBAR IN BOND BEAM O 16" 8"CMU WALL W/pa TERMINIX SERVICE,INC.
PLAN 111,- �•�� ELEV.=2249.01
O.C. SIX INCH 6" EXPDXY VERTICAL REBAR 8" Mike Hoffman
NOTM_ 0 ( > 0.C. II�.1.11.II•E1.IE
UDDERS CAN aE IN 2Va•STANDARD i,MG1NS MO Sumo m nM ER aowr _ c E1 EMBED.016"O.C. ^Yw_li__l•Gaiiw•i g-.. 25 YEAR WATER
2. `F�� PRECAST CONCRETE a••• 11E1-' �r•Fr.r.•a.r.• ELEV.=2248.31
a u�oliEnroeEno?aPPeoo.uvw¢eoPrnr,.m,A-,zaAvrEn nu - MANHOLE PER ASTM C478 P.O.Box 2627
wro
FABRICATOR
LADDER DETAIL • nISERJaxr/ ------_�� 1 - I �������II��Iii J lli10 YEAR WATER
• 1111:::::::::::.:1-
• ELEv.=2247.38 Columbia,S.C.29202
NOT TOSCALE ' -____ _-.-__ b 2 YEAR WATER
PART NO.HALAGVLt6 \ - - f- - _ I 18"BCCMP 8"CMU WALL DOWELED INTO i� a l l a n E:h I�
- _ - - ��I����rr•r•n�'I� ELEV.-2246.00
FROM 84• WALL OF STRUCTURE W/f4 ����F���r� Phone:[phone]
/�/ - - -- 15"BCCMP OUTLET MANIFOLD SYSTEM REBAR IN BOND BEAM O 16" ...1,.11.11.ffl
__ - -- I O.C. SIX INCH 6" EXPDXY 1"CIRCULAR ORIFICE
urDLl•DpoxEemEn smeoi uolxnnul - - --A ( )rom•+Ea LAnDee To nP-0REx1EIElON I_ -- _ - - --_� - EMBEO.O 16'O.C. THROUGH CMU WALL
•
_d� , 1G...11elli..i • INV.EL.=2243.50
•n ec*ENaweneo STren unm~- NI!! - INVERT FROM MANIFOLD `I::::Ig:Or::O= CIVIL&STRUCTURAL
�I rnn GNP --- -_ - _`-I INVERT OF OUTLET PIPE •_ . ELEV.=2243.50
II LADDER RAILS w1Ntxi l
l ,w,N -aqr --]- - ELEV.-2243.50 I L„� ��G���������i�'= CONSULTING ENGINEERS
�N lr•r•r•r•Fr.r•nr•r•
_ _ 8"CMU WALL W ��
pi heWare _ _ ---- 1"CIRCULAR ORIFICE VERTICAL REBAR 8 IINEMOMMOIMMI_ Tree
'II INS;B.-.Y E.. oonnuoAnoRmesr _ -- --_ T THROUGH CMU WALL < O.C. II'II II II II II I,II II II S9O Lone Pleasant,
Drive 101
11
j AND STEPS \I. ^m"'Erc""NCL[TO _ + INV.EL.=2243.50 Q ll ll ll ll Il Il Il .l ll ll ll Mt. Pleasant, S.C. 29464
r4wRO5EAEACM NGLE TO ` INVERT OF INSIDE BOTTOM
jxw`ME��xn m�Tm --I 12• - OF STRUCTURE-2240.00
I I.FnsEATTACH ENT Ac
R` Phone:[phone]
t u�T,•,.,a ORDArra Lw•n:OP a L=" s s:«D I` '�I ELEVATION VIEW OF MASONRY WALL
4 I P w.Low L%-ri LADDER SEOnoNp E''',NE CAP - .. EOF- I` _ _ --___ 8"CRUSHED STONE #4 0 6"
_ _ o,rr.weLoroP L� _ O.C.E.W.
2'40..1.3MAINL21 M f r F- _ BRDOT�*To oF�3 cro EACH VERTICAL, H_- - - �i INVERT OF INSIDE BOTTOM NOTES: n /
'^¢ R R SE USED OF STRUCTURE=2242.50 r
N -- PIPE OPENINGS SHALL PROVIDE CLEARANCE FOR PIPE PROJECTING A MINIMUM OF 2"INSIDE THE
, STEPS C000PRN ADM.. SECTION A-A - MANHOLE. THE HEIGHT OF THE TRANSITION FROM THE PIPE OPENING TO THE INVERT TROUGH
• ��, LADDER PAILS IS VIEW OF MASONRY WALL IS EQUAL TO 1/2 OF THE OPENING I.D.MINUS THE PIPE I.D.,PLUS OR MINUS A 1/4". WHEN
wiP-is�3ruwlwsnrtefpmmAppLrro,AuoeLs AND RUNGS THE FALL BETWEEN THE INLET AND THE OUTLET HOLES IS GREATER THAN 4",THE INLET END
OF THE TROUGH IS BELOW THE INLET PIPE AND ALIGNED HORIZONTALLY WITHIN 1". tT
INSTALLED
IN RISERS WWING A DIAMETER Of Sr OR ELEVATION
VETO SPADE CONSTMSM APO LAMED • ■
I34LR0.THE PSAGMA.,AMDSuuRrD OF INVERT TROUGHS SHALL BE FORMED AND FINISHED TO PROVIDE A CONSISTENT SLOPE FROM THE
RISER LADDER DETAIL PIPE OUTLET TO THE INLETS TO THE ELEVATIONS SHOWN ON THE PLANS. THE MINIMUM OUTSIDE
f ce�°o _ awEo aYLiER NOTTOSCALE BENDING RADIUS FROM INFLUENT TO EFFLUENT IS 1.5 TIMES THE PIPE I.D. A 1/2"RADIUS IS TO BE
I OWNER AND PROJECT ENGPEER PROVIDED AT THE INTERSECTION OF 2 OR MORE CHANNELS. THE MINIMUM CONCRETE THICKNESS III P
___ _ FROM THE BOTTOM OF THE TROUGH TO THE BOTTOM OF THE BASE SHALL BE 7".
Cat `^"_•ia•' commar 84"9 UNDERGROUND DETENTION SYSTEM-695714-010 azn4 mo ,rnmt to V
6 ""'-�~"r'^o: C� TERMINIX we I POND OUTLET CONTROL STRUCTURE INVERT BENCHES SHALL HAVE A FLOAT FINISH WITH A UNIFORM 2-1/2"SLOPE,PLUS OR MINUS 2
d••..•�.. tl4p�®70Mn01B MC CMPZEISMON SYMMS 1",FROM THE HIGH POINT AT THE MANHOLE WALL TO THE LOW POINT AT THE INVERT TROUGH. A C V
wwa.cwawse Asa ASHEVILLE,NC N.T.S. 1/4"RADIUS SHALL BE PROVIDED AT THE EDGE OF THE BENCH AND TROUGH. I s'� G
•-a^"-• care Rawe.RmRRwr,v ^ RraR.•a a•a•,e ,••„=y,". �' L SITE DESIGNATION: '-'PS a, 5 DEPRESSIONS,HIGH SPOTS,VOIDS,CHIPS,OR FRACTURES OVER 1/4"IN DIAMETER OR DEPTH ARE F E R I N
TO BE FILLED WITH A SAND CEMENT PASTE AND FINISHED TO A TEXTURE REASONABLY CONSISTENT
WITH THAT OF THE FORMED SURFACE.
ATHECITYOF Q
ASHEVILLE QI o
Engineering Approval 0 I ro
Grading&Stormwater �r/'
22-00023PZ SITE ENG PLANS APPROVAL 012923
N
laurelcross 1%1W 1-5 Tn
STORMCEPTOR DESIGN NOTES Storimeeptor• Stormceptor Performance Verifications 01/29/2024 1:05:52 PM cc
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STRUCTURE ��W THE STANDARD STC12000ONFIGURATIONISSHOWN. Stormceptor® STC With more than 20 years of industry experience,Stormceptor has been tested and verified x rz
•,�/ by some of the most s[ringen[technologyevaluationorganizationsinNorthAmerica. \ HZ Z
q i,� a Surface access for Fes, �y O
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/ aces Drmamrenan a Stormceptor has been performance verified through numerous State,Provincial,and r
Flow \ ° �� / Federal verification programs,including; [� Z
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1110100000001�� - Durable an
iri I I I I ` ',.. ��� • NJCAT W a
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ORIFICE PLATE SAFETY GRATE OVER \ - .. F concrete
• Washington ECOLOGY O ; Q,
OUTLET RISER Impervious liner
werrdnec[swase, provides double • EN858 Class 2 U W� I--I
TOP SLAB ACCESS TO BE SITE SPECIFIC into lower chamber -;Ili"
wall containment
PORIENTED OVER OIL IPE AND OUTLET RISER DATA
DATA REQUIREMENTS car hydrocarbons /-� CO,
PLAN VIEW (SEE FRAME AND COVER DETAIL) - STRUCTURE ID B-1 Patented technology A Stormceptor STC-Performance Testing Results1144 I--I WC7,
TOP SLAB NOT SHOWN WATER QUALITY FLOW RATE INN[Us]) 5.35 CFs prevents captured Treated water I••I O- PEAK FLOW RATE(cfs Nsll 5.3s CFS pollutant from scouring a II .. _- exits the unit O
CONTRACTOR TO GROUT :-� j RETURN PERIOD OF PEAK FLOWIYOI 25 YR. ��"•• • 97.8%Oil removal,83%Inorganic Sediment Removal,73%Organic Particle Removal-
+g�$-3; RIM ELEVATION 2254.373
Coventry University-Full Scale Testing
ro FINISHED GRAOE� _ �,
GRADE RINCSIRISERS
(NOT PROVIDED BY CONTECH) J I ��. 4 \ � PIPE DATA: INVERT MATERIAL DIAMETER Captures stores _I 1--1 U
I- m INLET PIPET MIST BCCMP 1B" wide range of particle
hl • 87%TSS Removal,99%TPH Removal-Field Monitoring-Seattle,WA Iin
OUTLET PIPE 2243.57 BCCMP 18" slush from 20 to Nov2 M
PERMANENT ®- FRAME AND COVER NOTES I SPECIAL REQUIREMENTS: ten :•` A• • • 93%TSSRemoval,82%TPHRemoval-FieldMonitoring-Westwood,MA
POOL ELEVATION I ur microns,for later • •
(MAY VARY)
•
O.INSPECTION
NOT TO SCALE oval
INSPECTION PIPE • 76%TSSRemoval,65%TKN Removal,32%TP Removal-Field Monitoring-Como w
P000ISN oelov
sed.nentres
Park,MN 1-
STORMCEPTORINSERT ICI TOP SLAB) dormant for later - - - Free oils are trapped for
INSERT - FETYGRATE removal • laterremo0al • 75%TSS NJCAT Verified Performance per NJDEP's weighted removal and laboratory
test protocol >
INLET PIPE -, OUTLET PIPE Guescent chamber creates
ICI •, •F2ngbssaucuuaronmon open • Scour Prevention NJCAT Verification per NJDEP's 2009 laboratory test protocol m
'� _-i- t. ..� ideal condtons for bee odsto
.I _ dseand sediment tosettle demonstrating the Stormceptor STC can be successfully applied in an on line o
�, configuration =
�1 _ GENERAL NOTES EASY TO INSTALL Ry SEAMLESS FLEXIBLE U
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. J//� N
�I�T � = 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECH ENGINEERED Small footprint saves Ij� Minimal drop between tis, Multiple inlets can • No Scour-Minnesota Department of Transportation(MN DOT)Research Services
SOLUTIONS LLC REPRESENTATIVE.www.ContecHES.mm time and money with inlet and outlet pipes onnecttoasbhgle Z Z
•
S. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS evaluates the susceptibility of the Stormceptor to scouring of collected sediments. p F
12'13Dsl0 DROP DRAWING.CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 00010 disruption to makes5tormceplorideal unit Can be used afa (n 0_
TEE 2d'I810]a 4. STORMCEPTOR Report concluded that the unit does not scour at high flows as long as sediment _
y your site. for retrofits and new bend structure. E
OUTLET ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. U
l
RISER CASnNGsSHALL MEET AASHTOM3o6 AND BE CAST WITH THE CONTECHLOGO. development projects depth does not exceedmain[enancelevel W (n
5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. ce W
o
O. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS[min].
SOLIDS STORAGE SUMP Logi •::!.
INSTALLATION NOTES
A ANY SUB BASE BACKFILL DEPTH,AND/OR ANT FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE DEVELOPMENT DATA BLOCK
SPECIFIED BY ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMCEPTOR MANHOLE NOTE: ALL STORM DRAINAGE STRUCTURES SUCH AS MANHOLES, PIN 9629-244-778&9629-245-513
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. INLETS, JUNCTION BOXES, CATCH BASINS, ENDWALLS #
D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTLETPIPE(S).MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.A PIPE AND HEADWALLS SHALL BE CONSTRUCTED OF SOLID TOTAL SITE AREA 1.62 ACRES
AU_
CENTERLINES TO MATCH PIPE OPENING CENTERLINES, SITE ZONING C.B.II-COMMUNITY BUSINESS II O
SECTION A-A E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM.IT IS BRICK, SOLID BLOCK, OR PRECAST CONCRETE MEETING z
SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. NCDOT STANDARDS. ANY STRUCTURE WITH A DEPTH TERMINIX SERVICE,INC.
PROPERTY OWNER P.O.BOX 2827 DESIGNED: T.M.D.
GREATER THAN 4 FEET SHALL HAVE STEPS INSTALLED. COLUMBIA,SOUTH CAROUNA 29202 DRAWN: T.M.D.
COMTECHR STC1200 ALL HOODS, FRAMES, AND GRATES SHALL BE CONTACT PERSON MIKE HOFFMAN-[phone]aram CHECKED: T.M.D.
CCU[ttDIP ENGINER®5®Mm0NSLLC STORMCEPTOR DOMESTICALLY PRODUCED CAST IRON OR STEEL AND CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
www.conteches.com Centroa, ,. •� Wet 9025 STANDARD DETAIL APPROVED BY NCDOT. JOB NUMBER: 20-201
eao-aae„zz 51184S7gg0 staaas7esa FAx DISTURBED AREA 1.30 ACRES
DATE: DECEMBER 11, 2023
PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE
C
: N.T.S.
PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3� � 1 3
UNDERGROUND DETENTION DETAILS POSCUUTT8c FILL VOLUMES
LOPED R(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FlLLVIOUS AREA 0.78 ACRES _=1�3,750 C.Y.
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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EXISTING R/W ----------- — I —�-_—
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____ STREET RIIFFFR TRFFS(577 LF.I .
—— MIN.REQUIRED(1 TREE PER 40').AND 1 I \ OWNER
SHRUB PER 5 L.F.:
—LARGE MATURING CANOPY TREE= 14 I \ - ,
-EVERGREEN SHRUB =106 I \ / 6 TERMINIX SERVICE,INC.
PROVIDED: / N — ---- Mike Hoffman
-LARGE MATURING CANOPY TREE= 14 \ —————
-EVERGREEN SHRUB =106 °"'"wOCO11•9`
.STREET WITH NO OVERHEAD POWERUNES. P.O.Box 2627
— ———————— — I Columbia,S.C.29202
Phone:[phone]
NEW LEICESTER HWY. (R/W VARIES "' ``
- N.C.63 -SPEED OMIT: 45 M.P. ` CIVIL&STRUCTURAL
__ ^/ /� D CONSULTING ENGINEERS
_ _ 15z 12_ L O C A T I O\ V A 590 Lone Tree Drive Suite 101
MNs S 19'33'44�E _ s _—
__ _ __ _ ___ 2 = — — " 1' N.T.S. Mt. Pleasant, S.C. 29464
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�- cNF S 16'0526"E 118.9 �uNs_ sF S 9 3' T - r1 � e c x3. N6 GARY&DORIS GIBSON
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Phone:[phone]
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@@ E%.1 6iCRY BUILDING I I . G(/
�\ \ I F.F.E_2269.51 J EX.AS PHA, 1®� P s J E / I M I nitJ- I ED >TREE
AP IN SHRUBS
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\ mow, -' - wuE- P :� - Z.R MIN.TREEOU=ED(1 TREE&2 SHRUBS PER 1,000 S.F.):
� 2sdkaa �rs RON x ;/ I .iii) _L Z -SHRUB= 10
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N ((66 �/_.\ i`P 0151�3�'l4JI �Ildd�� rr ® LL -SHRUB= 10 'L
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yN� y = l l ' ��� 1 r ��; : NI I THECITYOF 0 ...
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2 I IN
l NON-CLUMPING °i
C.., / �A W / / / STREET RUFFFR(549 LF.I al C ` �rrr �� � �FR°Nrerti TURF GRASS rF N
/ OLD 'i Engineering Approval W o M
�� O NTY H _ „,may _ErBA, lj3 \ Grading &Stormwater I : g
/ _�Wp Q / MIN.REQUIRED(1 TREE PER 30')t �� U
o C / N / AND 1 SHRUB PER 5'): S.R. / l
2 / N2, 3 m p / AND
MATURING TREE= 19 �—`�- 31 _ON►E RDA � :?I€ ,�,£. — EX ASPHALT I 22-00023PZ SITE ENG PLANS APPROVAL 012923 O U N/ N -EVERGREEN SHRUB= 110
Ya / y� / m thts ;:D og N
/ m / / \ E 35 58 !Z•�. 1 sEncuAsa
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/ A. 2 FQ.- / N y2 PROVIDED. ES) —=�iIG'+ i•'a„�
/ / G / / =mom / -EVERGREEN SHRUB EE= 110 E.
/ ��=_ N _ laurelcross
/ / / �2i4 / "STREET WITH OVERHEAD POWERUNES. 7� / / O _ NNs_. ,—___ 01/29/2024 1:06:51 PM I E- z
/ N / / 4� / / a. / —- EXISTING RA�-- U
„� / / b, This certificate of approval provides notice of the right to inspect by the City of W
PLANT MATERIALS LIST / a/ m,N"aW / i / / f—�_, Asheville,to ensure compliance with NC G.S.113A Article 4. 6 a a
SYMBOL BOTANICAL NAME COMMON NAME TYPE SIZE QUANTITY / _ / 2 rc / o l ru /� i 1 / //,(\� /� ® 7 Ex/SnNG Rom, LEGEND �0 5
III QUERCUS RUBRA RED OAK CANOPY-LARGE 2"CAL./12'-14'HT. 7 N� 4� / y / Q ��_ // ( / EXISTING FEATURES v I�-I
`, (� ' ' EASEMENTS/SETBACKS ik (/]
pBETULA NIGRA RIVER BIRCH CANOPY-LARGE 2"CAL./if-14'HT. 5 2 Ili ��M 2 / Q 2 2 I PROPOSED FEATURES
N ` / 40 // '�% y2 `ag,I / U� / EXISTING PROPERTY UNES —__—__— CtW.I
(�� QUERCUS PHELLOS WILLOW OAK CANOPY-LARGE 2"CAL/12'-14'HT. 4 \ Arm V I Q,� 2 N�o' / N�'
/ / 4� ,y3,oN� / c`7� c'� // Mogs. r m I PROPOSED BUILDING UNES
ACER RUBRUM RED MAPLE CANOPY-MED. 2°CAL./10'-12 HT. 8 / !Q' .. .. �, ',• a a
_2 .2, mN y, / V N 4? N 4? CONCRETE SIDEWALK
j 2, / / h cm / '�'
ULMUS PARVIFOLIA CHINESE/LACEBARK ELM CANOPY-MED. 2"CAL./10'-12 HT. 7 r y Q• / No ,
�v (z 2V / Y2 1 / /Ell
s d'e, / 02*, NEW ASPHALT PAVEMENT 1,
-4 NYSSA SYLVATICA BLACK TUPELO/GUM CANOPY-MED. 2"CAL/10'-12 HT. 7 / / 4� 1j 64 for y� / Q� Cr)
LANDSCAPE PLANTING NOTES: ik /
.. ACER BUERGERIANUM TRIDENT MAPLE CANOPY-SMALL 1.5"CAL/8'-10'HT. 7 // N / .4...' / 3 �• / ti NEW ASPHALT OVER EXISTING GRAVEL
ALL PLANT MATERIAL SIZES AND MEASUREMENTS,INCLUDING TRUNK,HEAD AND SPREAD SIZES, 0 // / z = 2 I
wk CORNUS FLORIDA FLOWERING DOGWOOD CANOPY—SMALL 1.5"CAL/8'-10'HT. 6 CONTAINER AND ROOTBALL SIZES,QUALITY AND CONDITION SHALL CONFORM TO THE / / N� // / N� / N� I EXISTING UTILITIES ss— ss — w
STANDARDS SET FORTH IN THE CURRENT ISSUE OF"AMERICAN STANDARDS FOR NURSERY /
• LAGERSTROEMIA INDICA"NATCHEZ" CREPE MYRTLE CANOPY-SMALL 1.5"CAL/e'-10'HT. 6 STOCK"(ANSI Z60.1). / / / / I EXISTING/PROPOSED STORM SEWER ,a•RCP o
BUXUS MICROPHYLLA LITTLE LEAF BOXWOOD SHRUB-SMALL(E) 24"HT. 215 ALL PLANT MATERIAL ARE SUBJECT TO THE APPROVAL BY THE OWNER,AND MAY BE \ / / / / I PROPOSED STORM SEWER
INSPECTED AT THE PLACE OF GROWTH OR AT SITE BEFORE PLANTING. / / / I EXISTING CONTOUR ------2200 }
® ILEX CRENATA JAPANESE HOLLY SHRUB-MED(E) 24"HT. 33 PROPOSED CONTOUR 2200 0]
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING,IN FULL,ALL U.I
LANDSCAPE PLANTING WORK(INCLUDING WATERING,SPRAYING FOR INSECTS AND DISEASES, PARKING LOT LANDSCAPING CALCULATIONS (VUA): PROPOSED SPOT ELEV. +2200.75 .2
Q JASMINUM NUDIFLORUM WINTER JASIMINE SHRUB-SMALL(D) 24"HT. 41 MULCHING,MOWING,FERTILIZING,CULTIVATING,EDGING AND WEEDING)DURING INSTALLATION AND VEHICULAR USE AREA(V.U.A.) 27,500 S.F. C]
PROPOSED WATER SERVICES 1"DW—
BRONTI PINE SHREDDED MULCH UNTIL ACCEPTANCE BY THE OWNER. W
WITH SLOPE PROTECTION MATTING MULCH 13,000 S.F. LANDSCAPING REQUIRED(1 TREE&4 SHRUBS PER 1,500 S.F.OF V.U.A.) PROPOSED SANITARY SEWER SERVICE —4"PVC SS— _
THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL LANDSCAPE PLANTING WORK U
TREES REQUIRED 19 to
BERMUDA SOD GRASS 17,000 S.F. AND MATERIALS FOR A PERIOD OF ONE(1)FULL YEAR FROM THE DATE THE WORK HAS BEEN SILT FENCE z
APPROVED BY THE OWNER AS INSTALLED. ALL PLANT MATERIAL NOT IN A HEALTHY GROWING SHRUBS REQUIRED 73 Z O
NON-CLUMPING TURF GRASS TURF GRASS 2,500 S.F. CONDITION SHALL BE REMOVED IMMEDIATELY AND REPLACED AS SOON AS PRACTICABLE WITH TREE PROTECTION FENCE o . c o 0 p
LIKE KIND AT NO CHARGE TO THE OWNER. LIMITS OF LAND DISTURBANCE —•—•—•—•— U7 0-
NOTE: ALL LANDSCAPING TO BE INSTALLEDSHALL BE IN ACCORDANCE WITH SECTION 7-11-3(f)OF THE ASHEVILLE U.D.O.CODE. TREES PROVIDED 19 W
N
ALL PLANTING AREAS,SHRUB BEDS AND TREES SHALL BE MULCHED WITH A MINIMUM EXISTING FEATURES TO BE REMOVED ... IX w
COMPACTED DEPTH OF THREE(3)INCHES OF MULCH AS SPECIFIED. PRIOR TO MULCHING SHRUBS PROVIDED 74 "".."..".."..".."..".." p
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN APPLY A PRE-EMERGENT HERBICIDE(APPROVED BY THE OWNER)AS RECOMMENDED BY THE
SECTIONACCORDANCE WITH 9,APPENDIX E OF THE CITY OF ASHEVILLE
VI E STANDARD MANUFACTURER,TO PREVENT RECURRING WEED AND GRASS GROWTH.
SPECIFICATIONS&DETAILS MANUAL,LATEST EDITION. ASBUILT TO BE TIED TO THE DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, ALL DISTURBED AREAS OF THE SITE SHALL BE EITHER GRASSED OR PLANTED IMMEDIATELY PIN# 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPUANCE WITH ALL CITY OF ASHEVILLE AND AFTER GRADING IN ORDER TO PREVENT SOIL EROSION. A PERMANENT VEGETATION COVER
GOVERNING MUNICIPAUTY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND SHALL BE PROVIDED THROUGHOUT ALL UNPAVED AREAS OF THE SITE,ADJACENT DISTURBED TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND AREAS AND RIGHT-OF-WAY OR STATE JURISDICTIONS.(R.O.W.). ALL WORK WITHIN ANY R.O.W.SHALL CONFORM TO O
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY SITE ZONING C.B.II-COMMUNITY BUSINESS II
THE JURISDICTIONAL MS4. STORMWATER ACCESS&MAINTENANCE EASEMENT SHALL STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR ZTERMINIX SERVICE,INC.
BE SHOWN ON THE AS-BUILT AS WELL AS A SEPARATE EASEMENT PLAT THAT CAN PROPERTY OWNER P.O.BOX 2627 DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY GRASSING: COLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE ALL DISTURBED AREAS SHALL RECEIVE 4"MINIMUM OF TOPSOIL(COMPACTED)AND GRASSED DRAWN: T.M.D.
BUILDING. WITH SOD AS INDICATED ON THE PLAN. LANDSCAPE PLAN CONTACT PERSON MIKE HOFFMAN-[phone] CHECKED: T.M.D.
CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ JOB NUMBER: 20-201
N orth SHRIIRS AND TREES DISTURBED AREA 1.30 ACRES
ALL TREES LOCATED IN GRASSED AREAS SHALL BE PLANTED AS PER DETAIL AND MULCHED GRAPHIC SCALE DATE: DECEMBER 11, 2023
WITH AT LEAST A FOUR(4)FOOT DIAMETER RING OF PINE STRAW. PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
30 9 15 30 00 120 POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.99n SCALE: 1" = 30'
PARKING ISLANDS SHALL BE MOUNDED WITH TOPSOIL 6"-12"IN HEIGHT,AND MULCHED WITH
Carolina
PINE STRAW OR SODDED PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.1%)81TREES SHALL BE PLANTED NO CLOSER THAN TWO(2)FEET FROM BACK OF CURB OR EDGE OF ( IN FEETPOST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1�www.nc811.orgASPHALT. 1 inch= SO ft. CUT&FILL VOLUMES(BORROW REQUIRED,SEE C4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FILL=3,750 C.Y. L - 1A
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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I OWNER
I \
\ , TERMINIX SERVICE,INC.
N Mike Hoffman
/ . -m`;nO"II`°• P.O.Box 2627
— I Columbia,S.C.29202
—
Phone:[phone]
45
NEW LEICESTER HWY. RNV VARIES ' ``
- N C 63 SPEED LJMIT 45 M P ` CIVIL&STRUCTURAL
CONSULTING ENGINEERS
MNS -
- - ,5�2,2� ---- �0CATI O\ NAP MNS S 1222.44E =-r s s g a 590 Lone Tree Drive Suite 101
- --�— Mt. Pleasant, S.C. 29464
_ _ _ _ _ ��Ss ��— d. N.T.S.
s OAF -S 16'05'26"E-_ _ 118.9r T.,Ns 1__f S 1 3- L-�- - Z e GARY&DORIS GIBSON
up TREE PROTECTION N 1t� PINS'9629245267 Phone:[phone]
((...i Ex.GRAVEL FENCE( ') to I ZONING: CBI!-COMMUNITY BUSINESS
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F.F.E.=2269.51 TREE PROTECTION . '
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di i / �. / / =` ` _` I`! 71'
• •BFI PRESERVED TREE CANOPY CALCULATIONS: Wil nr, '.ej
4$Oi �� / ��_ _ .21 TREE QUANTITY CANOPY CREDIT CANOPY CREDIT �y N
a:'1e III
/ Yi _ /�
�/ / 2N o / / / / �� OCD CQUN ` !:. 1'n I I 4"ASH 2 PE 576 EE 1,152 S.F. (Pi
C
2 / N2 / 3 0 / 2 % -�_s, i3,5 HOME /�—-;6Q. _ \l I 5"ASH 3 576 1,728 S.F. O
Nr
/ $'C� / a a� / / / / l < �`EEO LIMIT�D (l�n.. �`Ts,� I Ex. rvArr 1 7"LOCUST 1 576 576 S.F. O U N
/ y4 / U,o Q / 2 / 35 M.P.•V y�/ "\- � s'BtncuAsa
• gc2 ya i `�,,. VgR�Es -` TERRY I 9"CHERRY 1 576 576 S.F. \ xj
l A. / 2� / / III
/ y / / —`_ 1__ _�` N/ I I F Q
/ N 2 / W°' O �` / —� J TOTAL 4,032 S.F. 8yy
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EXISTING FEATURES Icy
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2QV 2h 2 PROPOSED FEATURES
/ L / 0:4 N U� V to `�gN' U? I EXISTING PROPERTY ONES ------- W
\ / / �� / mw / �c`}`�°� /1/ 4...,..? ���� r rya I PROPOSED BUILDING UNES O a
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2 2/ �No42 $ /,�Cly ��otv r �Not2M CONCRETE SIDEWALK _. ›-I
N / �J aQ' / A 4,� $ / 'Q� *eve L ? / NNW I r1 F-i
g. 2U / t / s �,2i4 / 02�4 I NEW ASPHALT PAVEMENT U
THECITYOF J � f =4� Q� I Cr)
jak NEW ASPHALT OVER EXISTING GRAVEL
// N / S 2 / / • = 2
N� // / N� / N; I EXISTING UTILITIES ——CC——CC—— so
ASHEVILLE TREE CANOPY PRESERVATION CALCULATIONS:
\ / / / / / I EXISTING/PROPOSED STORM SEWER 16.RCP 0
Engineering Approval
RESOURCE MANAGEMENT DISTRICT URBAN \\ / / / PROPOSED STORM SEVER
Grading &Stormwater / / / I EXISTING CONTOUR ------2200 ›-
PROPOSED CONTOUR 2200 03
22-00023PZ SITE ENG PLANS APPROVAL 012923
RESOURCE MANAGEMENT CLASS CLASS "B" PROPOSED SPOT ELEV. +2200.75
laurelcross PROPOSED WATER SERVICES I"my— W
PROPOSED SANITARY SEWER SERVICE —4"PVC SS— _
U
DEVELOPED PARCEL LOT AREA 0.81 AC. Li)01/29/2024 1:06:58 PM SILT FENCE Z
TREE PROTECTION FENCE o 0 0 o 0 p
_
This certificate of approval provides notice of the right to inspect by the City of N 0_
DEVELOPED PARCEL LOT AREA 35,284 S.F. LIMITS OF LAND DISTURBANCE —•—•—•—•— E
Asheville,to ensure compliance with NC G.S.113A Article 4.
NOTE: AREAS DESIGNATED AS TREE CANOPY PROTECTION AREAS SHALL EXISTING FEATURES TO BE REMOVED W
REMAIN AS SUCH IN PERPETUITY. TREE REMOVAL SHALL BE PROHIBITED IN •••••••••••••••••• a
NOTE: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT SURVEY IN EXISTING TREE CANOPY PRESERVATION REQUIREMENT 10% THESE AREAS UNLESS OTHERWISE PERMITTED.
ACCORDANCE WITH SECTIOSTANDARD
SPECIFICATIONS&DETAILS NMANUAL,LATEST DITION. ASBUILT9,APPENDIX E OF THE CITY OFSTOVI EETIED TO THE DEVELOPMENT DATA BLOCK
STATE PLANE COORDINATE SYSTEM AND INCLUDE INCLUDE ALL PIPE SIZES,MATERIAL, PIN# 9629-244-778&9629-245-513
AND INVERT ELEVATIONS,IN COMPLIANCE WITH ALL CITY OF ASHEVILLE AND EXISTING TREE CANOPY PRESERVATION REQUIREMENT 3,528 S.F.
GOVERNING MUNICIPAUTY STANDARDS FOR THEIR CERTIFICATIONS. DETENTION POND TOTAL SITE AREA 1.62 ACRES
AS-BUILTS SHALL INCLUDE ALL CONTOURS AND SPOT ELEVATION INSIDE THE POND TREE CANOPY Z
0
AS WELL AS THE OUTLET STRUCTURE WEIR ELEVATIONS AND SIZES AS REQUIRED BY SITE ZONING C.B.II-COMMUNITY BUSINESS II
ENT SHALL
BETH SHOWNIN THEL AS-BUILT ASM WELLLLRASCCESSA SEPARATE
RATENTENANCE ASEMENTEPLAT'THAT CAN ACTUAL TREE CANOPY PRESERVATION PROVIDED 4,032 S.F. TERMINIX SERVICE,INC. DESIGNED: T.M.D.
BE RECORDED AT THE COUNTY REGISTER OF DEEDS. THESE ITEMS ARE REQUIRED BY PROPERTY OWNER P.O.BOX 2827
T COLUMBIA,SOUTH CAROUNA 29202
THE CONTRACTOR PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE PRESERVATION PL N DRAWN: T.M.D.
BUILDING. CONTACT PERSON MIKE HOFFMAN-[phone]
PRESERVED CANOPY IS GREATER THAN REQUIRED. CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ CHECKED: T.M.D.
JOB NUMBER: 20-201
DISTURBED
North PRE-DEVE AREA 1.30 ACRES DATE: DECEMBER Ti, 2023
GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREA 0.19 ACRES(11.7%)
30 0 15 30 00 120 POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.9%) SCALE: 1" = 30'
Carolina
PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
`8-_-_-, ( IN FEET) POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%)
www.nc811.org 1 inch= 90 ft. CUT&FILL VOLUMES(BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y./FlLL=3,750 C.Y. L - 1B
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")

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ASHEVILLE I \ OWNER
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Engineering Approval �� \ Mike Hoffman
Grading&Stormwater — — —
22-00023PZ SITE ENG PLANS APPROVAL 012923 / _ _ _ —
3 eOrnmwO
P.O.Box 2627
Columbia,S.C.29202
laureicI'QS$ — — — — — I Phone:[phone]
01/29/2024 1:07:12 PM ,;, , a,m- .w, o
This certificate of approval provides notice of the right to inspect by the City of CIVIL&STRUCTURAL
Asheville,to ensure compliance with NC G.S.113A Article 4. ` CONSULTING ENGINEERS
I LEICESTER HWY. (R/W VARIES) LO C A TI 0\ V A P 590 Lone Tree Drive Suite 101
N.T.S. Mt. Pleasant, S.C. 29464
N.C. 63 - SPEED LIMIT: 45 M.P.H.
MNS Phone:[phone]
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VZHATCHING DENOTES NEW SCM EASEMENT J '` ' '
REFER TO THE OPERATION & MAINTENANCE MANUAL FOR SPECIFIC AREQUIRED PRIOIOR TO BUILDINC RECCEIVING I� A CERTIFICATE CCATE OF OCCUPANCY(C.O.) & DETAILED ALL MAINTENANCE REQUIREMENTS FOR THIS PROJECT. r
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L-t="_-(;--1 I�ol MAINTENANCE SCHEDULE C,
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DETENTION PIPES&OUTLET WEIR STRUCTURE.
II — I � 1. INSPECT THE WEIR STRUCTURE TO ENSURE ORIFICES AND WEIRS ARE FREE OF DEBRIS ANDRBF UNCLOGGED.•'
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I EX. ASPHALT / : :: :: :::::::::::::::::: ` 2. INSPECT OUTLET PIPE TO ENSURE IT IS FREE OF DEBRIS AND UNCLOGGED.
/ : : : -::;:.::::::;:.:::I X 3. INSPECTION/MAINTENANCE PORTS SHALL BE INSPECTED A MINIMUM OF ONCE PER YEAR. O
/ I LC Z Or 4. GRASS AROUND THE OUTLET PIPE/DITCH TO BE MOWED ON A REGULAR BASIS(MINIMUM FOUR/ ....� ® CoTIMES PER YEAR). \ �7 N
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r!4 11 5. TRASH TO BE REMOVED FROM WITHIN AND AROUND THE OUTLET STRUCTURE ON A REGULAR
C.I.B-2 ................ [.•.' 0,'''.'.-1 N N BASIS. O
CURB INLET ...:..:..:...:..:.. IX Py O
C.O.A.TYPE 8.03 ® 6. SEDIMENT ACCUMULATION SHALL BE REMOVED WHEN SEDIMENT REACHES 12"DEPTH AT THE PIPE O U C
o I I BOTTOM. �I
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S3,� w I `� ) WATER OUAI IN STRUCTURE. 6 I O
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C.I.B-3 MAINTENANCE OF STORMCEPTOR IS PERFORMED USING A VACUUM TRUCK. NO ENTRY INTO THE UNIT
CURB INLET — IS REQUIRED FOR MAINTENANCE.DO NOT ENTER THE STORMCEPTOR CHAMBER UNLESS YOU HAVE THE
` _ C.O.A.TYPE 8.03 S. „. 7'i LOCUST ' PROPER PERSONAL SAFETY EQUIPMENT,HAVE BEEN TRAINED AND ARE OUAUFlED TO ENTER A �71 U
�•• ` ` ./..:::::.•.......:."'�C' .'�: ".• "':: <0 CONFINED SPACE,AS IDENTIFIED BY LOCAL OCCUPATIONAL SAFETY AND HEALTH REGULATIONS. a rot
/ RBS \ li pD Z1 WITHOUT THE PROPER EQUIPMENT,TRAINING AND PERMIT,ENTRY INTO CONFINED SPACES CAN RESULT N
I IN SERIOUS BODILY HARM AND POTENTIALLY DEATH.CONSULT LOCAL,AND/OR STATE REGULATIONS TO i-y N
3 -N. 03`ls.�„ . . 'N �I DETERMINE THE REQUIREMENTS FOR CONFINED SPACE ENTRY.BE AWARE,AND TAKE PRECAUTION THAT O >
................
S$ ••• '1 THE STOR A E A S FIBERGLASS INSERT MAY BE SLIPPERY.IN APIPE ON,BE AWARE THAT SOME UNITS
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\ \W ` ""' 2Q�.. Os ,i — 75 DO NOT HAVE A SAFETY GRATE TO COVER THE OUTLET RISER PIPE THAT LEADS TO THE SUBMERGED, U W
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.................
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00
� ` ` ::":':":':".":'::":J/ IJ loos_ :qlo F 1. IDEALLY MAINTENANCE SHOULD BE CONDUCTED DURING DRY WEATHER CONDITIONS WHEN NO FLOW W
_` \ `_ ../ I "`B IS ENTERING THE UNIT.
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UNDERGROUND iq I 2. STORMCEPTOR IS TO BE MAINTAINED THROUGH A STANDARD SURFACE MANHOLE ACCESS COVER. O
]]]''' D • DETENTION OUTLET 01
IIIIIIIIIM
/ / o f ` _-_ WEIR STRUCTURE A-2 ` 30"DIAMETER RISER FOR 6 \ 3. INSERT THE OIL DIPSTICK INTO THE OIL INSPECTION PORT.IF OIL IS PRESENT,PUMP OFF THE OIL 's�'I
/ / O ` •
` _� MAINTENANCE(TYP.) I1r0 LAYER INTO SEPARATE CONTAINMENT USING A SMALL PUMP AND TUBING. t-1 IF-i
2 / _ __ _ UNTy H 3 \ 4. MAINTENANCE CLEANING OF ACCUMULATED SEDIMENT IS PERFORMED WITH A VACUUM TRUCK. U
-FOR 6-FT(1800 MM)DIAMETER MODELS AND LARGER,THE VACUUM HOSE IS INSERTED Cr)
U / Si. 1.315,..../
OME 76/= HEADWALL A-1 I 4. INTO THE LOWER CHAMBER VIA THE 24-INCH(610 MM)OUTLET RISER PIPE.
�-- ` SP ED D R _` �� I EX. ASPHALT -FOR 4-FT(1200 MM)DIAMETER MODEL,THE REMOVABLE DROP TEE IS UFTED OUT,AND
OUi / -. (R� �16'S$'� 0 9" BLACK i-
U / Z / .35 TF to THE VACUUM HOSE IS INSERTED INTO THE LOWER CHAMBER VIA THE 12-INCH(305 MM) r
N STRUCTURE B-1 M, V I• CHERRY
/ 0 / CONTECH STORMCEPTOR WATER 'H, VA
n I DROP TEE HOLE. tO
V.tv U / QUALITY STRUCTURE _ •\ c J _� �+" 12••VCP
)' �- INV=2235.18 - USING THE VACUUM HOSE,DECANT THE WATER FROM THE LOWER CHAMBER INTO A
•N CO �_ �` - SEPARATE CONTAINMENT TANK OR TO THE SANITARY SEWER,IF PERMITTED BY THE LOCAL
N
Co M/2 / ~ / 30"DIAMETER RISER FOR _ _ �/Q REGULATING AUTHORITY. ro
2 MAINTENANCE(TYP.) / _ VCP, 12"V( w
No Q:7 Z / p _ MNS -REMOVE THE SEDIMENT SLUDGE FROM THE BOTTOM OF THE UNIT USING THE VACUUM J
HOSE.FOR LARGE STORMCEPTOR UNITS,A FLEXIBLE HOSE IS OFTEN CONNECTED TO THE
/ / fn N�O / UNDERGROUN DETENTION PIPES / �— PRIMARY VACUUM UNE FOR EASE OF MOVEMENT IN THE LOWER CHAMBER. O
/ CO U7 0. / (84"BCCMP MANIFOLD SYSTEM) —c t+-I
/ U Co Q / \\ - UNITS THAT HAVE NOT BEEN MAINTAINED REGULARLY,HAVE SURPASSED THE MAXIMUM =
;j m Cr M!� / L / r RECOMMENDED SEDIMENT CAPACITY,OR CONTAIN DAMAGED COMPONENTS MAY REQUIRE 01
MANNED ENTRY BY TRAINED PERSONNEL USING SAFE AND PROPER CONFINED SPACE ENTRY
OWNER CERTIFICATION PROCEDURES. ZO o
n a_
IN WITNESS WHEREOF,the parties have hereunto set their hands and seals for day and year first
above 'n : p2;'' ,,, N
�VNN BUd" CC p
O=a 50TAR) `�v DEVELOPMENT DATA BLOCK
[{ PUBU° ' Terminie Services,Inc.
\;!•4 4"SanoSn r�2�ye ame of LLC) PIN# 9629-244-778&9629-245-513
4 C5e':.C.._.t,C By: , TOTAL SITE AREA 1.62 ACRES
••'�..,ra+aa Member/Msoeger) OPERATION & SITE ZONING C.B.II-COMMUNITY BUSINESS II O
STATE OF blot -la Q_Aro\sunZ
TERMINIXO.BOX
282,INC. DESIGNED: T.M.D.
COUNTY OF M',are_\..k\ PROPERTY OWNER P.O.BOX 2627
MAINTENANCE EXHIBIT COLUMBIA,SOUTH 29202 DRAWN: T.M.D.
CONTACT PERSON MIKE ,SHOFFMAN-(B03)(803)NAA 730-1258
I,e.,e •�;• Ly..nl�ehor,.,..,a Notary Public for said County and State do hereby certify CHECKED: T.M.D.
that 2oe1-. C veve v. ,Member/Manager ofTerminiz Services.Inc. CITY OF ASHEVILLE SITE PERMIT APPLICATION NUMBER 22-00023PZ
(None) (Name of3LCCompany) JOB NUMBER: 20-201
North er
a noted liability lbef company,i personallybehalf
appeared the limitedie me his day and acknowledged the due DISTURBED AREA 1.30 ACRES
execution of the foregoing liability company. GRAPHIC SCALE PRE-DEVELOPED IMPERVIOUS AREADATE: DECEMBER 11, 2023
g ginswment on behalfofthe liebili com 0.19 ACRES(11.7%)
Witness my hand and notarial seal this a.s"`day of Drir.Mo.- ,2033 20 - '° 'a POST-DEVELOPED SITE IMPERVIOUS AREA(MAXIMUM ALLOWED= 80%) 0.84 ACRES(51.97n SCALE: 1" = 20'
[`] PRE-DEVELOPED PERVIOUS AREA 1.43 ACRES(88.3%)
C a r o 1 1 n a POST-DEVELOPED PERVIOUS AREA 0.78 ACRES(48.1%) O Qr
Notary Public C.ov.,,;ro{�.v,,.n-a3-,Aav+.e.M, ( IN Fes) CUT ScILL VOLUMES BORROW REQUIRED,SEE C-4A FOR TEMP. STOCKPILE AREA) CUT=150 C.Y. ALL=3,750 C.Y. /`J`/`7
www.nc811.org My Commission Expires: ori-a3aoaas 1 inch= 20 ft. ( /
SOIL TYPE CkC2-CUFTON CLAY LOAM(HSG"B")