SW3200903_020.218 Project ETARC_20201006

VICINITY MAP NOT TO SCALE ,111110,40
2 '�I, \ .r♦s&s Li-
irj
PROJECT SUMMARY r re VW �31
Eir
AC
PROJECT NAME: PROJECT ETARC PERMIT DRAWING PACKAGE FOR �-
DEVELOPER: THE KEITH CORPORATION z Air
�,=t�
PLANS PREPARED BY: BURTON ENGINEERING ASSOCIATES D �°
BURTON
ZONING : 321-ED(I)
APPROVED PETITION NO: N/A 110J ECT ETARC ��
E N G I N E E R I N G
TAX PARCEL NO: 361903312117; 361903418379 13far
JURISDICTION: CATAWBA COUNTY, NC 1'���N
WATERSHED DISTRICT: CATAWBA WATERSHED ►r,, AL, 5950 FAIRVIEW RD STE 100
FEMA INFORMATION: '�MAP NO: 3710361900J; 3710361800J �/N CHARLOTTE NC 28210
MAP DATE: 09/02/207 i (T) 704.553.8881
FLOOD ZONE: X burtonengineering.com
FIRM #C-I 157
LOT SIZE: 68.748 ACRES (7.75+60.998) NC I-IWY 10 & STOVER CT
,,,,,,,,.
SETBACK REQUIREMENTS: �� 0i 'ncvinq c CAR •,�
STREET SETBACK: 75' (HWY 10); 50' (STOVER) `� •.•••"'••�<��'�
SIDE YARD: 25'
�O�ESS/c) % 2 i
REAR YARD: 35' NEWTON NORTE! CAROLINA �' •
Q SEAL r"�� '�
BUFFER REQUIREMENTS: •� 12557
STREET : N/A ', • :iltIt\0.• _
PROJECT CONTACT INFORMATION '.� ' �'�
INTERIOR SIDE : N/A •�'*,��0/�/ .T�••��.,'�` Otis
ENGINEER: TOPOGRAPHIC SURVEY: ........... i\1,3��
REAR : N/A Burton Engineering Associates Burton Engineering Associates 0
Carlton Burton C. Gary Brooks, PLS
5950 Fairview Road, Suite 100 5950 Fairview Road, Suite 100
Charlotte, NC 28210 Charlotte, NC 28210
P: [phone] P: [phone]
/ OWNER: SOILS ENGINEER:
/ TKC CCXLIX, LLC
I / 4500 Cameron Valley Pkwy. Suite 400
I / Charlotte, NC 28211
I // P: [phone]
/I / ME RIiMAN SCHMITT ARCHITECTS,
I / INC.
I
I / G. Craig Fleming
i41,,, i
il
/ 610 East Morehead Street Suite 200
/ Charlotte, NC 28202
--
--- --- --- P: [phone]
— \ CONTRACTOR:
CHOATE CONSTRUCTION COMPANY
\ .\ CHOATE
2907 Providence Rd. Suite 400
I I \ Charlotte, NC 28211
1 I \ \ P: [phone]
I j. . AV A
1 CP \ 4\\ MUNICIPALITY CONTACT INFORMATION
vv w w w w w w w w w w w w v✓ w w w w w dew w w w w \ /
I / , . • ' ' \ / ENGINEERING: ZONING/PLANNING:
�p a'�\ . .I p .° \ 4 \ //
•
I • , ' , • • • . ' , . • . . • • • , • T p• . A. '4:. .•
p , • • '• .° ' , , Catawba County Catawba County
';y`\��` }p�j'�I *° }�j'jI p '° }��{{° ° ' }��I{ ° ° •}t. \ \\ \\
/ Barry Edwards Jacky Eubanks
w > � A ° ,° ° MA\ • ' •h+A•' •➢' • p�YA• •• °• ' • ' • YA . •IFid• • P• • •° ' •p' lF'A• ' '^• :1 •° //>� 25 Government Dr 25 Government Dr Q
\ /% Newton, NC 28658 Newton, NC 28658 Z
- �� /' P: [phone] P: [phone] J�I 188 \\ \� � - — — — 2160
1 I I I I I /, EROSION CONTROL: UTILITIES: °�
I iIF:Li
- Catawba County City of Newtonc,o UQ
/ Toni Norton U
® . I I I I I I I I I I I I I Dusty Wentz
' II I C MINIG
100 A SW Blvd 401 N Main Ave re _
PR • P • S D Newton, NC 28658 Newton, NC 28658 ce
i 1 / 7 P: [phone] P: [phone] a 1—
• !► II
I o � L / / O w
if co — ,
=i I , _ — — . E. 74. • 0
I
I
/ //
' 6, 0 LL - / / > z V)
I _ - - I . . O o / O D
Of - r X 1 _ _ cv / / / O oC
O // U v) U w
N / / Q
I I I I I- I I I .vr-,L I I I -I I I I * 1 I I(� z 0
o, x �/ W
li
I — — — — m / /� O U/ JI
T1 x N t / re— — —
/ / g
—0:=: L E
////
Z
/ / Il E I I I I I I I I I I I I I I I I I I I I /
/ :I
/ O / / /
/
. L
". • . . . .
. . ,. bir ,,,, A , :
/ / /// / 1
• • , '• '°�' ' • • •°• , O ° °• , p' ° •p ° • • : I
I ° •
• •' • ,°°
Go\ _ .. .
w .° .p / / /
/ /
w w w wl w w w w ' w • w w w w w • w w w w • w w w w /
/ \\/
w /
cn I / W / /// /
Q
I ' / / • • /
/ /
/ �. \ 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II II II II I II II II II II 1 II II I I I 1 II Q / % 1 1 1 1 1 1 1 1 1 Y /
I-
% Y I II II ( I I I I I I I I I I // /I
/
0 : / / I l i i i i i i i I I II II I I I I I I I I I IV
//
i i i i i i i @@ i i i i i i i i i i i @@ i i i i i CCt2 +pic�yy i i i i i i
> r,, 8S j 318 I I I I• I I I 1 1 1 1 1 1 1 1 1 1 1 I I I s1 11 1•1 I I I8Y I 11 1I I I Is8 I 11 •1 I I I8Y I 11 + 1 I I`i • Y`1 1 1 1 1 1 1 13f /CCI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 IIIIIIIIII / // ///CC / I I�+-H- -r -��-+-I- -H-+-I-+-��-+-F- - f-I- H- -r ��-+-I- H-+-r ��-+-rF�-+-I- H-+-r+-��- LJ_1_L1_LJ_1_LJ
R
L1.I ,I/` I I GI) ,_ 7
A J / '% ' I' / //
// 7/
0
/\ i`, / / /
a
N / / / / //
0
I
/ / '//
/ / 1 DRAWING SHEET SUMMARY
—0 / / I / / /
(.1
/
0 / \ \ i / / �V
0 LJ_LJ_I_1_LJ_L-LJ_1_L_L1_LJJ_1_LJJ-L _1_l_L1_LJ-J_1_L1J_LJ_I_1_LJ_LLJ_1_L_L1_LJ_1_1_LJJ_LJ_1_<_LJ_LJ-J_1_L. / / ORIGINAL
/11/
/ /// � SHEET SHEET TITLE LATEST REV.
/ / /rn I / / / DATE
/ /
ce
w E . /> C000 COVER SHEET 8/31/2020
0 / / .
0 \ / 7 7
/o / \ / / C100 PROJECT NOTES - 8/31/2020
.,____-/---
, / // ��/ / 7 C200 OVERALL SITE& UTILITY PLAN 8/31/2020 m m Z rn/ U U US --w
0 ` /� / / /' �� C201 SITE &UTILITY PLAN NORTH 8/31/2020 (.7
ce O Q
• / w
ce
a Op
\ \ / // /
C202 SITE &UTILITY PLAN SOUTH 8/31/2020
w
\ /
\ \ -----
0
_` / C203 UTILITY ENLARGEMENT 8/31/2020
0
/ \
1 \STo \ W\ \ \ \
�°; °OR \\ 1 .....
\ i , / / 7 C300 OVERALL GRADING&DRAINAGE PLAN 8/31/2020 c
N \ .00
/ �� E
N /a: � \ E
0 �1vou'29 �'
� C301 GRADING & DRAINAGE PLAN NORTH 8/31/2020 0
w r
0 V �� v � C302 GRADING & DRAINAGE PLAN SOUTH 8/31/2020 0
< V �\ / ci
\ \ / ' C303 STORM DRAINAGE CHART 8/31/2020
0t
/ /0 / \��` _ _ I I / ,-- EROSION CONTROL PHASE 3 PLANN �j\ \, C400 8/31/2020
NORTH Z o
ao / / _'{ /0
EROSION CONTROL PHASE 3 PLAN (7 N
z II //
/ C401 SOUTH 8/31/2020 'Lu3 / / / \ c;� • r/ cC r1
z / / _� Ni;ki-,*
I C500 STORMWATER MANAGEMENT PLAN 8/31/2020U / / / THIS DRAWING IS THE PROPERTY OF
/ / / / ' ' C501 STORMWATER PLANTING PLAN 8/31/2020 BURTONEINEERING ASOCIATES AND IS
/ -/ 7 — NOT TOBREPRODUCEDORCOPIEDN / / / / WHOLE OR IN PART.IT IS NOT TO BE USED
O / / / �� ON ANY OTHER PROJECT AND IS TO BE
I / / C600 LANDSCAPE PLAN 8/31/2020 RETURNED UPON REQUEST.
/r / / / /
P
/ L I ��
Z / // C700 DETAILS 8/31/2020 PROJECT NUMBER
// N � _ /J P-020-2 18
Li
C701 DETAILS 8/31/2020
ce
% C000
3 C800 EXISTING CONDITIONS 8/31/2020
0
Sheet I of 18

GENERAL UTILITY NOTES GENERAL NOTES
• CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES&GOVERNMENT 1. ALL CONCRETE SIDEWALKS SHALL BE FULL 4"THICK 4000 PSI CONCRETE WITH 6 X 6 W1.4
AGENCIES PRIOR TO COMMENCEMENT OF WORK. X W1.4 WWF. PROVIDE GROOVE CONTROL JOINTS AS SHOWN AND DESCRIBED ON MCLDS =kali
DETAIL 10.22. PROVIDE EXPANSION JOINTS ADJACENT TO ALL RIGID STRUCTURES.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE DNSITE CONCRETE WASHOUT
• DIMENSIONS TO,OR COORDINATES OF MANHOLES,VALVES,PIPELINES,ETC.,ARE TO CENTERLINE EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.
UNLESS OTHERWISE NOTED. Eir
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment toprevent discharge of fluids. STRUCTURE WITH LINER
. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
Implementing the details and specifications on this plan sheet will result in the construction 2, Provide drip pans under any stored equipment. s i;,?�+ �'" a •"'"' • THE CONTRACTOR SHALL OBTAIN&PAY FOR,PRIOR TO THE BEGINNING OF ANY WORK,ALL
' �' R
�1 M
a RM{O T--f -
activity being considered compliant with the Ground Stabilization and Materials Handling 4 1 1 ! ,iT PERMITS&LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE,BUT ARE NOT 3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION&SIZE OF WATER,SEWER
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the I,�" r .
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The I I A* _ "" !' ._,.�' ""' -
p project. M x °` !'I I�t �� LIMITED TO TOWN OF MATTHEWS ENCROACHMENT PERMIT,GRADING PERMIT,&/OR UTILITY CONNECTIONS, ROOF DOWNSPOUTS,BUILDING DIMENSIONS,FEATURES,STAIRS, BURTON
permittee shall comply with the Erosion and Sediment Control plan approved by the .. =1" t'..,��'! �-� cos COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR RESPECTIVE FACILITIES. HANDRAILS, ETC.
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as j�,�;,.7.10 -"',.
hazardous waste(recycle when possible). '
may not apply depending on site conditions and the delegated authority having jurisdiction. n,,. • ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 4. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE&LOCAL CODES. N G I N E E R I N C
5. Remove leaking vehicles and construction equipment from service until the problem ' .:• r. sEcnaLa.a. """'a ino..o.ra•
'�__�' ri\.osi.i THE JOB SITE&LOCATION OF ALL EXISTING FACILITIES&UNDERGROUND UTILITIES SHOWN OR
has been corrected. "�"'�' "S'�"'a' 1°"°MEE MEW
'�" \"`�"'"'""
SECTION E:GROUND STABILIZATION \mm"\aw."irmrei.o.•u
.•ic,"".• M ".n•n
�,K Una..,n.ELM NOT SHOWN ON THESE PLANS.THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY 5. ACCESSIBLE PARKING:
WE W WC IMEETWEE
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products "'"" ,EOM E:; WIN A DAMAGE DONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT
Required Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. �°" . ..Oq•I..WWNWMR P1Aa __ mum. SHOWN ON THESE PLANS;&IF DAMAGED,THEY SHALL BE REPAIRED OR REPLACED TO THE a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4"PER
Stabilize within this NEW WEN
""" SATISFACTION OF THE OWNER AT NO COST TO THE OWNER. FOOT ACROSS THE SPACE. 5950 FAIRVIEW RD STE 1 00
Site Area Description many calendar Timeframe variations taw f GRAt ur STRUCTURE Aw lar
tE GRAlE wpm STRIETIIR
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE • THE CONTRACTOR SHALL RE-SET ALL MANHOLE COVERS,CATCH BASIN GRATES&ANY OTHER b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2" CHARLOTTE NC 28210
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. _ UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE. OR MORE. (T) 704.553.8881
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS • THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES&THEIR APPURTENANCES TO c. MAX.SLOPE FOR AN ACCESSIBLE ROUTE(SIDEWALK)SHALL BE 5.0%(1:20). burtonengineering.com
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS. MAXIMUM CROSS-SLOPE FOR ACCESSIBLE ROUTE IS 2.0%.
perimeter slopes FIRM #C-1157
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High QualityWater waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. • SEWER CLEAN-OUTS TO BE PROVIDED AT ALL BENDS ON 6"0 OR LESS LINES.CLEAN OUTS SHALL d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING
(HQW)Zones 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in BE PROVIDED EVERY 100'ON 4"O LINES&6"O LINES.SEWER LATERALS TO BE PLACED AT A MIN. SPACE SIGNS AS PRESCRIBED BY THE N.C.D.O.T.MANUAL ON UNIFORM TRAFFIC CA,•,,rr•.
from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within SLOPE OF 1/8"PER FOOT ON 4"O LINES&1/8"PER FOOT ON 6"O LINES. CONTROL DEVICES&APPROVED FOR USE UNDER N.C.GENERAL STATUTE R7-8, �. •••••R0� �,
(c) Slopes steeper than If slopes are 10 or less in length and are p R7-8D"PENALTY"SIGN&HERE APPLICABLE,"VAN ACCESSIBLE"SIGN. . ��; .........
SS ..•.•,�,
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. • WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 18"CLEARANCE,OR WHEN THE • O ',
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an _: ;�
6. Anchor all lightweight items in waste containers duringtimes of high winds. alternate method orproduct is to be used,contactyour approvalSEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN&SEWER LINE SHALL BE CONSTRUCTED 6. THE CONTRACTOR SHALL VISIT THE SITE&FAMILIARIZE HIMSELF WITH THE EXISTING 2 r .
-7 days for slopes greater than 50 in g authority for OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM CONDITIONS BEFORE SUBMITTING HIS BID. SEAL
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER,OF 10'ON EACH SIDE OF THE • 12557
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. CROSSING WITH FULL SECTIONS CENTERED AT THE POINT OF CROSSING. 7. ALL DISTANCES&DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START ; '•• .•p=:
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk OF CONSTRUCTION, IN CASE OF CONFLICT,THE ENGINEER SHALL BE NOTIFIED ..�-'P� '•.G 1 N �`,.•/N-)
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or • UPON COMPLETION OF CONSTRUCTION&BEFORE ACTIVATION OF SEWER LINES&WATER MAINS, IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK. .r,/ON T "0 4.• I,L('L-
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must THE CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY INFORMATION TO THE ENGINEER. ............
•rr e a e r,sa�♦ I�
be pumped out and removed from project. 8. THE PROPOSED GRADES AS SHOWN IN THESE PLANS ARE THE FINISHED GRADES ��
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE • EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLT WATER-APPROVED UNLESS OTHERWISE NOTED.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
(e) p 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface can be shown that no other alternatives are reasonably available. At a minimum, 9. LIGHTING SHALL NOT EXCEED 35'IN HEIGHT. LIGHTING TO BE FULLY SHIELDED.
flatter than 4:1 install protection of storm drain inlet(s)closest to the washout which could receive • THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
3. Contain liquid wastes in a controlled area. DEPT.CONNECTION POINTS,OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE 10. THE CONTRACTOR SHALL SUPPLY&ESTABLISH SURVEY CONTROL, INCLUDING THE
Note:After the permanent cessation of construction activities,any areas with temporary 7. Locate washouts in an easily accessible area,on level ground and install a stone SUPPLY LINE BETWEEN ANY WATER METER&ITS CLT WATER-REQUIRED BACKFLOW PREVENTER. HORIZONTAL&VERTICAL CONTROL POINTS.THE CONTRACTOR SHALL MAINTAIN THIS
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the CONTROL&PROVIDE ALL BENCHMARKS,STAKES,GRADES, LEVELS,&LINES NECESSARY
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. • CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO RELOCATE ANY EXISTING FOR CONSTRUCTION.CONTRACTOR(S)SHALL PROVIDE ADEQUATE SUPERVISION TO
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project UTILITY POLES.ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE PREVENT DAMAGE&MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION
surface stable against accelerated erosion until permanent ground stabilization is achieved. SCOPE OF THIS PROJECT MUST BE RELOCATED,&SHALL BE INCLUDED IN THE CONTRACTORS BID. STAKES.THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE&BE PROTECTED
limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit UNTIL OWNER APPROVES THEIR REMOVAL.ANY STAKES THAT HAVE BEEN DISPLACED AS
GROUND STABILIZATION SPECIFICATION A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary GENERAL GRADING NOTES SURVEYOR ENGAGES BY THE CONTRACTOR AT NO COST TO THE OWNER.
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 11. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS
10. At the completion of the concrete work,remove remaining leavings and dispose of CONSTRUCTION.ALSO,VARIOUS TOWN PERSONNEL NEED BE NOTIFIED AS DIRECTED IN SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance THE SPECIAL CONDITIONS OF THE TOWN DRIVEWAY PERMIT. OWNER.
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN 12. ALL EXISTING PAVEMENT&CONCRETE TO BE JOINED SHALL BE SAW-CUT.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
without temporary grass seed • Hydroseeding with properly operating unit. STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. 13. BURNING ON,OR NEAR THE JOB SITE WILL NOT BE PERMITTED.
• Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label 3. PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S)MUST BE SUBMITTED TO CITY 14. ALL FILL SHALL BE COMPACTED TO 95%PER ASTM D 698. UPON COMPLETION OF THE
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. ENGINEER PRIOR TO CONSTRUCTION. WORK,THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen material stockpile areas at least RELATED MATERIAL&DEBRIS.
2, Store herbicides,pesticides and rodenticides in their original containers with the 4. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST 15. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
• Rolled erosion control products with grass seed available. accidental poisoning. BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONSTRUCTION.
2. Protect stockpile with silt fence installed alon toe of slo a with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. g p possible or where they may spill or leak into wells,stormwater drains,ground water 16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT
5. ALL"STD."NUMBERS REFER TO THE CATAWBA COUNTY OR CITY OF NEWTON LAND
or surface water. If a spill occurs,clean area immediately. DEVELOPMENT STANDARDS MANUAL. PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING,WRITTEN
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).
construction,selecting from the NCDWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 6. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.ANY OTHER 17. COORDINATE ALL CURB&STREET GRADES IN INTERSECTION WITH NCDOT INSPECTOR.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE PROHIBITED.THE OWNER SHALL BE RESPONSIBLE TO MAINTAIN THE EASEMENT. 18. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5%ON CURB.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. 19. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION.SEE
offsite.
r SHEETS C400&C401 FOR EROSION CONTROL PLANS.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover �'"r i� NORTH'CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. •AYPi_Environmental Qual•ty 20. THE LOCATION OF EXISTING UTILITIES,STORM DRAINAGE STRUCTURES&OTHER ABOVE
&BELOW-GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION,SIZE&INVERT
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 ELEVATIONS OF SUCH PRIOR TO START OF CONSTRUCTION. Q
Z
J
0
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING 22. PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S)MUST BE SUBMITTED TO THE Q
TOWN OF CORNELIUS AND/OR MECKLENBURG COUNTY ENGINEER PRIOR TO U
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING CONSTRUCTION.
re I
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported 23. NON-STANDARD ITEMS(IE: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE R/W REQUIRE A I- V)
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: R/W ENCROACHMENT AGREEMENT WITH NCDOT BEFORE INSTALLATION. 4 Ce
w
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. 0
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for 24. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY I- Z
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be
inspection at all times during normal business hours. UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: SUPERVISION OF CONSTRUCTION,SAFETY MEASURES TAKEN DURING THE COURSE OF U
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, CONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING LI] ce it LL) Z
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE Z
•
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date REQUIREMENTS, RULES&REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING 0
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. IN ADDITION,THE 0 D 0 H
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). ENGINEER NEITHER UNDERTAKES,ASSUMES, NOR GUARANTEES THE WORK AND/OR I- / `
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the PERFORMANCE OF THE CONTRACTOR. U (/) U v
good working holiday periods, and no individual-day rainfall Information is . . ■
order available,record the cumulative rain measurement for those un-
attended days (anti this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 25. ALL CONSTRUCTION SHALL MEET CATAWBA COUNTY,THE CITY OF NEWTON,STATE OF la ,cO c.needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA NORTH CAROLINA&ALL OTHER APPLICABLE STANDARD. 0
"zero" The permittee may use another rain monitoring device -
(b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143 215.85.
approved by the Division. 26. TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW.A PERMIT IS ce
(2) E&SC At least once per 1. Identification of the measures inspected, - plan or complete,date and sign an inspection Q
report to indicate completion of the REQUIRED FROM THE TOWN OF MATTHEWS.CONTACT THE TOWN PRIOR TO THE 0
1..
Measures 7calendardays 2. Date and time of the inspectionp (d) Anticipated bypasses and unanticipated bypasses. REMOVAL OF ANY RIGHT-OF-WAY TREES. Q L
and within 24 3. Name of the person performing the inspection, construction phase. re U
hours of a rain 4 Indication of whether the measures were operating (c) Gd is Ld d illed Initial d d of the E&SC
event>1.0 inch in properly, roun rover ocate annsta an ate a co py e approved 27. BEFORE YOU DIG,STOP.CALL THE NC ONE-CALL CENTER AT 811. IT'S THE LAW.
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the 0 z
6. Description,evidence,and date of corrective actions taken. _ plan. report to indicate compliance with approved environment. 28. HANDRAILS MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY, IF WARRANTED 0
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. BY FIELD CONDITIONS.(MCLDS#50.04A&#50.04B)
discharge 7 calendar days 2. Date and time of the inspection, I-
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements H
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for ali E&SC measures 29. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
event>1.0 inch in sheen,floatingorsuspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact LLJ
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the 30. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED BY IN THE STREET RIGHT-OF-WAY
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be AS DEEMED NECESSARY BY THE INSPECTOR. Z
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes[After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • within 7caiendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • if the stream is named on the NC 303(d)list as impaired for sediment-
24 hours Regional Office per Part Ill,Section C,Item(2)(a)of this permit related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. Thephase di g(installation of perimeter E&SC (b) Records of inspections made during the previous twelve months. The permittee shall monitoring,inspections or apply more stringent practices if staff
stabilization of grading measuress,,clearing
ing and grubbing,installation of storm determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
N activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
a ground cover). electronically-available records in lieu of the required paper copies will be allowed if
I 2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
U measures have been provided within the required shown to provide equal access and utility as the hard copy records. hazardous location of the spill cr release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period 1(b)-(c)above
O (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
_1NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
I 122.41(m)(3)] _ effect of the bypass.
L'-I PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
Q DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)] quality and effect of the bypass.
a Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Wnhin7calendard)Noncompliance • Within 24 hours,an oral or electronic notification.
p g days,a report that contains a description of the
�
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
o health or the been corrected,the anticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[4o continue;and steps taken or planned to reduce,eliminate,and
CFR 122A1(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
N shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
N (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
in
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
cn (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, eirw^
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and ,�. `•��h
NORTH CAROLiNA.
w (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. Environmental Quality
I- °` -t
O
z
0
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
U
I
N
co N
co I_ -Cu- O"
--
U U U 7w
ce OQ
U
0 E Z 0 0
0_
I-
H
W
I-
0
W
O
0_
0-
03
N
N HEAVY DUTY LIGHT DUTY HEAVY DUTY CONCRETE FIRE TRUCK ACCESS
0
w PAVEMENT SECTION* PAVEMENT SECTION* PAVEMENT SECTION* GRAVEL SECTION*
0
3 TACK COAT IF 3.0"S 9.5B 2"S 9.5B 6"PORTLAND 6"CABC
< REQUIRED) CEMENT(4,000 PSI
ce
@ 28 DAYS)
0
_1 V .7 /////// MEM
A el
� "';��i��i��i��i��i����-:c, 'e:�r 1 t 1 t 1 t 1 t 1 t 1 t t,. f���������������Y- O
W16.6.�������� �� 8"CABC STONE 6"CABC STONE b�b�b�b�b�b�Y� f e1 �1 �1 �1 �1 �i vi
z ; e � e � e � tbl Iat� �� �� �� �� ��tvt dI. 6"CABC STONE %, �` kakWW\WW
O ./j/j//:/�//////:/�//://///�//>/�/�>/�//v �j/��j/��j/��j/\�j/��j/��j/��j/��j/\�j/Oj��j/Oj/��j/O//��j/Oj/� y\\.J\\ \\\Q\O\\\\OO.V
I-La
0 COMPACTED COMPACTED COMPACTED THIS DRAWING IS THE PROPERTY OF
SUBBASE SUBBASE SUBBASE COMPACTED
SUBBASE BURTON ENGINEERING ASSOCIATES AND IS
NOT TO BE REPRODUCED OR COPIED IN
N WHOLE OR IN PART.IT IS NOT TO BE USED
I *-CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND *-CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND *-CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND *-CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND ON ANY OTHER PROJECT AND IS TO BE
cLSUBGRADE.NOTIFY ENGINEER IN CASE OF CONFLICT. SUBGRADE.NOTIFY ENGINEER IN CASE OF CONFLICT. SUBGRADE.NOTIFY ENGINEER IN CASE OF CONFLICT. SUBGRADE.NOTIFY ENGINEER IN CASE OF CONFLICT. RETURNED UPON REQUEST.
z PROJECT NUMBER
P-020-2 18
La
CC
0_
2C I 0 0
0
0
a Sheet 2 of 18

A
I I
I s SEARCH 1 r PARKING TABULATION
P� REQUIRED PARKING
LII4
Sa
*It,
:...L.. — ---- --- — _ .. ..P� --- -- - ---- ---- — --- --- --- --- -- ---- — 6SPACESPEREMP@LARGEST SHIFT =96REQUIRED
III
7
"WAREHOUSE"
I ,.:; • TOTAL PROVIDED =208 SPACES
-�- —
r ACCESSIBLE PARKING
Mr
1 25'SETBACK REQUIRED:=7(INCLUDING 2 VAN)
111
PROVIDED:=7(INCLUDING 2 VAN) BURTON
I
I 1 l' I LOADING SPACE ENGINEERING
ILI 60'
PROVIDED: 25(12'(X 60' =LOADING DOCK)
ILO
° Dt ° p D D D D ! D p °V D D D p D "p pp yD D V D p D • D A
D pl
° D >� Dp ° D ° ° ° D pD I ° FAIRVIEWRD STE 100
II , _ � �2° � CHARLOTTE NC 28210
�]wls,,,w8„, SITE KEYS (T) 704.553.8881
M I o burtonengineering.com
�? e$ O NEW 1'-6"CONCRETE CURB AND GUTTER SEE DETAIL SHEET C700 FIRM #C-1157
1.
�� ��� �2` \ O NEW CONCRETE SIDEWALK SEE DETAIL SHEET C700
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W �/1/ W W W W W W W W W W W W W
I I I I v_ p ° p ° D p bD \ D A rD - A D D ° p p D" D D p D p D A D - p . Q Dp p p �5d O3 NEW ACCESSIBLE PARKING SIGNAGE SEE DETAILS SHEET C700. RO���,
2q— A D D D° D D p ° D D ° A b D D pD A D A A D b °D > D DDA NEW ACCESSIBLE RAMP/DEPRESSED CURB, IN ACCORDANCE WITH N.C.ACCESSIBILITY erpv.0.5950
V . S%.• / •
I D ° o° ° D by D D D pD D ° ° ° d D D ° b D p p ° ° ° D D ° D O CODE&ADA REQUIREMENTS&SPECIFICATIONS SEE DETAIL SHEET C700. .• •
i, ) .I,.,H SEARCH / D A D D b ► b D D D D •
° ° D ° b D D D ,� ° D D ° p D A D D ° A : . ••• OC O^,�Z
• C$ 37 I ° A At"' D o p D A b D p D D A D D . .
_ D D D p p D A CO D ° A D D @ b A ° p ° D D ° I Dp D ° b D ° D p `° D I A A D
D D q D D es •Q SEAL
D A
D ° D D \ A ° D ° D A D ° 'b D D p DD b D D D t, D D ° b0 D D\D ° D D D ° A D� .p bDp D D O NEW HEAVY DUTY CONCRETE PAVEMENT.SEE DETAIL THIS SHEET. ; 12557
I I D D b D b D ° D A A ° ° D ° D ° A D D b A D A
D 30' •
( 1,' b D D ° ej> p D 1r ° D D D A11 " 1 ° DD b D ° rp ° D I ° A Db O6 NEW HEAVY DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. �. / I ��_
I I Q1--7® L� 2 1 6 I
O7 NEW NORMAL DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. i/,, • �•'•"I"��• ♦♦
tss
I ���s e' �s' ' O TIE CURB TO EXISTING CURB. MATCH GRADE. �••••���••���I
1 I ,[mob I
1 a 1) .
JJg NEW DRIVEWAY PER NCDOT STANDARDS.
i 1 8 8
fe37C86O9ONBV:
NEW DUMPSTER PAD&ENCLOSURE WITH GATES. CONCRETE DUMPSTER PAD&
— EIcn� • e • • —• e � • o— e • • • ♦ • 10 APPROACH APRON SHALL BE 6"THICK,4,000 P.S.I.CONCRETE WITH 6"x 6",W2.9 x W2.9r18_ I I I I 1 I I I I 1 1
I I WWF 2"CLEAR OF BOTTOM OVER 6"CABC OVER COMPACTED SUB-GRADE.
_ { 1 I i COORDINATE CURB LOCATION&FACE TO FACE CURB DIMENSION WITH REQUIRED
c 111 t p. M I 7 ® ENCLOSURE DIMENSIONS. ENCLOSURE SHALL BE SCREENED ON 3 SIDES WITH
® Q. I `< OPAQUE MATERIALS &GATES OF SOLID TYPE MATERIAL.SEE ARCHITECTURAL PLANS
I.\\\�•� I • . � 1 FOR DETAILS.
) )
11.11
L 0' 11 NEW PIPE BOLLARD.SEE DETAIL SHEET C700.
. Ci -- --- IIE ---- --- ' 6 _
I II P M O
12 NEW GUARD RAIL. PER NCDOT STANDARDS.
UTILITY KEYS
:i �� I I I I I I I I I F . F . E . 874 . SO I I I W, NOT USED
�i� , I 24 • • ® e • e e —® o— • e • e ® • • W2 NEW 4"DOMESTIC WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET C700.
I UZ 51
) j„
7 ► 6 5 6 0 • F
I0 LL NEW 2"IRRIGATION WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET
�� E W3 C700.
o�
/ I `< NEW 10"REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
- e-cn A-7' • ' • • ' W4 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
, � ( • �� X �• • C700.
a y 28 NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
I �s O `� W5 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
es
O (I)
co CO INV: � C700.
s I C 868.50 7TI1,. NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
W W ---H—Nri—I W W W tilt-
� } f } } { } } eft; } i } } } } + } Z XN/6 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
/ o) ��t V ("NJ C700.
/ ® �W '.. W7NEW 10"FIRE LINE(C900 PVC,CL350).(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER
�� I I , n kip < O Cri LD END OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
a/Ili / : 'tal . . ,— • W8 NEW 8"FIRE LINE(C900 PVC,CL350).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END
M O OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
2� 1 li
RQ,
* W9 NEW 6"FIRE LINE(C900 PVC,CL350).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END Q 7
r e- °� X NI OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS. Z L
v / kli
e a ♦ • • • • —• • • o— e • • • • • • 10 NEW 2"DOMESTIC LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER J
/ - / W END OF BACKFLOW PREVENTER). 0 J
�18 1 1 1 1 1 1 1 1 I 1 I I I I 1 1 1 1 1 NEW 2"
m ® 11 END IRRIGATION LINE(SDR 21
PREVENTER).PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER ^
I / 12 NEW 4"(SDR 21 PVC)FIRE LINE TO FDC.
Q NEW FIRE DEPARTMENT CONNECTION WITH 5"STORZ TYPE CONNECTION.SEE DETAIL
i * 13 ON SHEET C700. 4 O
tl°° / " ; 7
= / NEW PRIVATE STORZ FIRE HYDRANT. HYDRANT TO BE INSTALLED PER CITY OF H Z
/ e° cn 14 NEWTON PUBLIC WORKS&CATAWBA COUNTY FIRE DEPARTMENT STANDARDS. U I-
lr_______
• • • • • . • * HYDRANT TO BE NO FURTHER THAN 6'FROM FACE OF CURB. � Ce D
_ SEARCH/ (�y�/\
35 � ® 30 O �V
..ARG
/ / II I I I II R, U V) VWo Nr QH
` / / �� —r7 R1Op' NEW 6"PVC SEWER LATERAL @ 1.0%MINIMUM SLOPE PROVIDE CLEANOUTS @ 100'o/c m/ *::: S S1 AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES.CLEANOUTS IN PAVEMENT —SHALL BE TRAFFIC RATED. Q
/ / 34 S2TIE TO EXISTING MANHOLE.APPROX INVERT:844.86. 0 H
/ / es laONV: V86 INV: / Uo 4° 1t----.4).,,,,
e 86600865.84 /CU JD To D pD ° D D pQDpD D DppD _ D/ j < 1-1:1
' ° D � ° D D b D ° D b p Dv D ° D D D D D b D D b D D D ° D D D V D ° ° D D° D • D D D p D 'r■ D \/ , WATER AND SEWER NOTES 7
,. 4—'
D tom. ° p D }}Y•
D D p D D F D D. D p p ° D V' CL Z Ce
/ A ° D to D D p D A p D ° b D D ° D D D 1. THE MOST CURRENT EDITION OF THE CITY OF NEWTON DESIGN STANDARDS WILL
I Y CO D A ° p A D D ° D p b 3 b • D ° D D p A p A b ° D° D D o A D A D A b \/ / GOVERN ALL WATER AND SANITARY SEWER CONSTRUCTION. 0
LLI
U p ° D D D D by D D p D DD p •D b y D b D°D A t D D D DD D b D DbD ° D p ° V/�� \ D ° D D ° pD° D D p °D ° pb ° D b °° DD D ° D D °D ° D D 4.
° D D p ° p b D D °D ° b °D ° D D / 2. WATER METERS,AND SEWER CLEANOUTS SHALL BE LOCATED AT THE
: /// (if p p A
D ° D D D VA ° D A D D D b A D ° W D ° p A D D D ° by A �+[��\ D D A / RIGHT-OF-WAY LINE. LLI
/ co D D e Q b DD D l ° n A D D \ \D A p�D / O
:-— —
20 z
/' /� �: \ W W W W W W W W�W W W W W W W W W W W W W W W W W W :11
W W W W W W W WWW W W / / 3. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE/ 24, 1/ / / CENTER OF EACH LOT.CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30"
/ cn �'� CENTER TO CENTER AND HAVE 2"X 2"STAKES PLACED ON EACH SIDE.STAKES
co0 �/ / SHALL BE FLAGGED OR PAINTED FOR VISIBILITY.
o /
/ / / / / 4. HYDRANTS SHALL BE PLACED PREFERABLY AT LOT LINES A MINIMUM OF ONE
S' o / / // FOOT BEHIND THE CURB,WITHIN THE PLANTING STRIP.
/� / - 1 /� o. / 5. FIELD CONSTRUCTION MATERIALS TESTS BY AN INDEPENDENT TESTING LAB ARE
co
\\ yos � i iiI , TO BE MADE AS DIRECTED BY THE CITY OF NEWTON INSPECTOR AT NO EXPENSE
w / / /// e R� i C( INW: I I I / / / TO THE CITY.
to ° i 1 85 .8 ii 1
a //c° s-s s o ss 1 ds�--rs �s ass Ss o sT�s� s ass s o -' - o i / /
o �--rS� aS�--rS� SS SS S� Spa—rrSS ¢ S ASS—�SS�--rSSr—� S q is SS�S�o / / 6. INSPECTION OF PIPE SHALL BE MADE BEFORE BACKFILLING OF PIPE BY A CITY OF
\ \
U %-)� / 1 i i u i i 1 / NEWTON INSPECTOR.CITY
l t3 / e1 C' R70 1 1 11 I / / /
Em /
ti / 34 ARCH ...� III-_+__ __ _{__}_+_{__}__ _{__}__I__{__ _+_+__ __ _{__}_+_ _ __ _{__}__I__{__ _+_+__}__I__{__}_+_+__}__ _{__}_+_{__ _+_+__}__I__{__}_+_+__}__�_{__}__�_{__, __ L�i��L�J��1��L�J��i��L�J /
•N. �� / // / PAVEMENT HATCH LEGEND
�' \ � `� j PGA I // ,
/ ///
J "� ; 1 '� ���/ / ,� NORMAL DUTY ASPHALT
a / /
M ♦t' / i/
6 / i /
o
'� \ —30'— n / /
/ .1 HEAVY DUTY ASPHALT
o /
/ 0) / /
/ \ /I ,/
HEAVY DUTY CONCRETE
/ - a • v
/ // \
\ — i /r /77"------.../i
• • -
(n #' ` L_1��L�J��L-L-J��1��L.J-—1__L�J�i��L-J-_1 L�J��1--LJ��1� J. -J-�--L�J��1 JL—J��1��L�y�1--L—J- L J. J�-1--LJ��i��L-J-1- L�J��i L-J--1��LJ�-1--1-J J��L�J��1�1��1��L�1��J / / / f� f� f� f� f� f!
Q \ r5!r / '� -/ / 'r 'r -401140
// --. ,
'r 'r
/ i -V"ft.ft.ft.ft.f! GRAVEL
o \ h�h�h�h�h�h�
COC•I / /' ,'�/ �/ WATER LEGEND
/ / \ ' s4�� . / / O
M � \ °'' s ?� P`�,;•/
/ / / �/ ———W— W EXISTING WATERLINE m Ca Z
os
c� / / \ `" co
! U U U �w
o (II' /•
s� \ r / w O 0
W / //
SEAR2H
66 // //
/ /_ W W W PROPOSED WATER LINE
co DUKE ENERGY \
/ R27,. / ����•0 \ SEWER LEGEND
Ce
a / I R3 \ TRANSMISSION N
00 01 \ TOWER / / �� ———SS————SS EXISTING SANITARY SEWER LINE v
o / \ \ _/ i / // 60D-q O EXISTING SANITARY SEWER MANHOLE
N / SEE SHEET 2 / .19 °
\ ��/ S S C O3 /
\ / —SS—SS--SS— PROPOSED SANITARY SEWER LINE U
12 FOR ENLARGEMENT / / 4,
p �\ \ / / / Q PROPOSED SANITARY SEWER CLEANOUT =
ii/ --....__
\ \ EXISTING FORCE \
I/ U
o \ MAIN / / DRAWING INFORMATION
/ / / v)o v \ EXISTING 12" \ / Z o
a \;\\ \ \ WATER MAIN ]) / 77 N
M
PRwa COURT + 'al
C\ \ lr i / / 7y � ���JJJJ q
Cik
U ` \_` \ \ FND-4B ��/ • THIS DRAWING IS THE PROPERTY OF
\v___... � \ ` / ' / 6011 7-7"..... Know what's below. BURTON ENGINEERING ASSOCIATES AND IS
\ / 844.80NOT TO BE REPRODUCED OR COPIED IN
N. E ,\ �'� 3p' / ---../
/ �_ CaII before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
ON ANY OTHER PROJECT AND IS
\\ �'P�� G.Z. \ \ to SEE SHEET C203 to 0 RETURNED UPON REQUEST.
TO BE
j `,e �! \ /ivi. �P / I FOR ENLARGEMENT ��
\e
z \ 7
�� ,� ` �,\) _ PROJECT NUMBER
\ \ ,� �� / �0 5 60 0 30 60 120 240
w v �� \ C 2 0 0
�' \, � na P 020 2 18
0- \ \ \ -`\�� \\- '\.Ys�\ ` \ /\ ------- / SEARCH 7
....
27
___ ,
% \ �� \ \ ♦ \ • �� (IN FEET)
�9�P ` N.
/ / FND-5B I inch = 60 ft.
a Sheet 3 of 18

_ _ _______,_ _ _ , , ____ -7 , -, .- ,... ---., --- - ----., ,----., , .- ., . . . . .-. -- . .--.-. -. .-- , .-----„ , --. - ,.--, ,.---- -----, ,.- , ,.----- —r------------------ -7 ' - - '-'-'-'' ..- - ---- ..- -
-n •
__--
IMF 1 , ,,„7,___
1 C .
I
r - - —
-
I 25' SETBACK (typ) Z •
Mli
ill_a_ i
IO rriP I m
BURTON
0to 1
m
ENGINEERINGH
I I I En
N
0
kt ' .D (
N
o4)1
co 1
-
\!I ��O I (tYP) D A 0p D A
D D v _D 0
° D D Dp A D ° D ° D 5 D DD D 5950 FAIRVIEW RD STE 10
Ck' 0 I _ I
I o - 12' — 12' CHARLOTTE NC 28210
■ SITE KEYS (T) 704.553.8881
i/ i
'S'�o � burtonengineering.com
Tra ONEW 1'-6"CONCRETE CURB AND GUTTER SEE DETAIL SHEET C700
O •• O NEW CONCRETE SIDEWALK SEE DETAIL SHEET C700FIRM #C-1157
M ■ ONEW ACCESSIBLE PARKING SIGNAGE SEE DETAILS SHEET C700. CAR �����I ▪ ONEW ACCESSIBLE RAMP/DEPRESSED CURB, IN ACCORDANCE WITH N.C.ACCESSIBILITY ..•••••.��rL10"FIRE LOOP 4 CODE&ADA REQUIREMENTS&SPECIFICATIONS SEE DETAIL SHEET C700. ` Off' ESS/O '. 7i/ I 10"FIRE LOOP . ;'O �,•
W WWWWWW WWWW WWWWW WW WW WWW W WW WW WW WW W W •
=:Q� �r:�I *1-7,i)0611,1111-7
Icy \ S z 20' ■ 5 NEW HEAVY DUTY CONCRETE PAVEMENT.SEE DETAIL THIS SHEET. II
12557D v .- ODDDpp D �D VDDDpD
DDDD rCp Dda D D 6 NEW HEAVY DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. % �_I 24'r ° D D D D D L Dp D w ° D DDD p Q D ■▪ O .�� '•;cNG I NB`,:o
I / D DDD Lil
Z DDDDDD WD (Y�) DD111
J Dp ONEW NORMAL DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. ��� J N J,�� O QD w I `r.
DD0. DZ • D . D ♦ T ♦ /�z • 3•D © Dw D o DDJpaD © 8 TIE CURB TO EXISTING CURB. MATCH GRADE. ������ 4�1'LDD DD O DD ° W D 14 D DpW ■ OOI - 2 - - D DDD \ DpD D DDD DID ° D D D p D D� ONEW DRIVEWAY PER NCDOT STANDARDS.
d D D D dD °I Dp \ D D D D 42
tit
OJ + D D D D D D D DD D p D D ° Doo DDD DD D ° D p ° ■ 10 NEW DUMPSTER PAD&ENCLOSURE WITH GATES. CONCRETE DUMPSTER PAD&II -q D D p -� ppD D D D D pJ ■ O APPROACH APRON SHALL BE 6"THICK,4,000 P.S.I.CONCRETE WITH 6"x 6",W2.9 x W2.9
I Ll
I ____.. :..Q!_..___—_._______—__ __-4__ _______„_�____ __ . , - -FFF���"' b D WWF 2"CLEAR OF BOTTOM OVER 6"CABC OVER COMPACTED SUB-GRADE.
I w + COORDINATE CURB LOCATION&FACE TO FACE CURB DIMENSION WITH REQUIRED
I Q� - -7' ENCLOSURE DIMENSIONS. ENCLOSURE SHALL BE SCREENED ON 3 SIDES WITH
- OPAQUE MATERIALS &GATES OF SOLID TYPE MATERIAL.SEE ARCHITECTURAL PLANS
�S Q� .ps ' FOR DETAILS.
CO 11 NEW PIPE BOLLARD.SEE DETAIL SHEET C700.
:c91'.
- i
I (tyP� CO INV:
1 I I SS S 0 g69.08 12 WHEELSTOPS SHALL BE 6"HIGH, MADE OUT OF 3,600 PSI REINFORCED CONCRETE,
I I N �<? O AND ANCHORED WITH#5 OR GREATER REBAR(2'MIN LENGTH). REBAR HOLES SHALL
I �� �e I I BE GROUTED UPON INSTALLATION.WHEELSTOPS SHALL BE PLACED AT 3 FT FROM THE
Ii
R I I FACE OF CURB OR OBSTRUCTION.
1-18'- ■ ■ ■ UTILITY KEYS
I— _,cl
Li e NOT USED
I I O 1 I ce w v' 6' \\ ■
9' g.
in S D . _
(tYP) I w 9 ® W2 NEW 4"DOMESTIC WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET C700.
w 5 \\\ I (typ) NEW 2"IRRIGATION WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET
I )
Ii co
9' Q' NEW 8"REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
I 1 6' [�\\\ W4 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
Pt' , 0II
II NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
1 I L
(tYP)
W5 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
I
(typ)
<< ���� o R Ul C700.
Ill
1P NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
I u) 9' i Q' 1 - • ■ . W6 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
I 0
C700.
ItNEW 10"FIRE LINE(C900 PVC,CL350).(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER
W7 END OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
Icn
0
NEW 8"FIRE LINE(C900 PVC,CL350).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END
1 I o I I El • • • • W8OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
I/ 1 4
I 5 cn 1 ._(
O W NEW 6"FIRE LINE(C900 PVC,CL350).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END
igillA 1 1 :8 . I 1 ` 1 1 ' I ` 6 5 6 0- 0 — O OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS. z
•� il
I J - 0
O ■ 10 NEW 2"DOMESTIC LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER J
I END OF BACKFLOW PREVENTER). 0
/ ` ■ 11 NEW 2"IRRIGATION LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER U
I END OF BACKFLOW PREVENTER).
I Z
1521111
' : NON
NEW 4"(SDR 21 PVC)FIRE LINE TO FDC.,i,
1 �� T EWFIREDEPARTMENTCONNECTIONWITH5"STORZ TYPECONNECTION.SEE DETAIL J- A
I N SHEET C700.
TRANSFORMER PADX1 1 I, 8 8
EW PRIVATE STORZ FIRE HYDRANT. HYDRANT TO BE INSTALLED PER CITY OF Z
Q- "Pas,
14 NEWTON PUBLIC WORKS&CATAWBA COUNTY FIRE DEPARTMENT STANDARDS. U
Ico "Ps I HYDRANT TO BE NO FURTHER THAN 6'FROM FACE OF CURB.
LLI
CON)f CO •INV: ' , ■ > Z
/ (tYP) 868.50 17'S - 915 •_ O Ce
/ __W
-W r r U v) U
W W W W W WW�',� , = } } ,, . } } } } } } � � } } ° 0
,/,
Q P z
I vi
co
NEW 6"PVC SEWER LATERAL @ 1.0%MINIMUM SLOPE PROVIDE CLEANOUTS @ 100'o/c 4T CO
S1 AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES.CLEANOUTS IN PAVEMENT
/ I SHALL BE TRAFFIC RATED.
/
eOd
/ / cn S2 TIE TO EXISTING MANHOLE.APPROX INVERT:844.86. O < W
o l I �'Q. I 1 WATER AND SEWER NOTES
Z
Q a I
III
�n 1. THE MOST CURRENT EDITION OF THE CITY OF NEWTON DESIGN STANDARDS WILL 0
s °� ■ GOVERN ALL WATER AND SANITARY SEWER CONSTRUCTION.
o 3 , I I � 2. WATER METERS,AND SEWER CLEANOUTS SHALL BE LOCATED AT THE
/ 2 cr
�� / RIGHT-OF-WAY LINE.
I
U 3 / W
• — , 3. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE z
/ 0 CENTER OF EACH LOT.CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30"
W CENTER TO CENTER AND HAVE 2"X 2"STAKES PLACED ON EACH SIDE.STAKES
/ �18'�Zn
Q� SHALL BE FLAGGED OR PAINTED FOR VISIBILITY.
4. HYDRANTS SHALL BE PLACED PREFERABLY AT LOT LINES A MINIMUM OF ONE
/ /I t 1 Iri
/ w • FOOT BEHIND THE CURB,WITHIN THE PLANTING STRIP.
TI
I cn 5. FIELD CONSTRUCTION MATERIALS TESTS BY AN INDEPENDENT TESTING LAB ARE
- — - — • I
. ■ • • — TO BE MADE AS DIRECTED BY THE CITY OF NEWTON INSPECTOR AT NO EXPENSE
"1 TO THE CITY.
La cn / i I I I
Q / cn 2 • 6. INSPECTION OF PIPE SHALL BE MADE BEFORE BACKFILLING OF PIPE BY A CITY OF
I •
/ j • O NEWTON INSPECTOR.CITY
j:--) PAVEMENT HATCH LEGEND
it w o / / � 9 I
2 / NORMAL DUTY ASPHALT
0 co *0 • 1 1
Q / eL
(typ) 5 ji Ei
1 1 1 1 1 1 1 1 1 1 1 1 i
HEAVY DUTY ASPHALT
/0o
////
/ cn {I
cNI
/ > I • a . a
N / / / a : '
/ / HEAVY DUTY CONCRETE
Y ,
z -
/ / W �_ _ ��!..�!..�!..�!..al
z U D p A p D 1 D 1 � � � �zo 0 j , D D D -I D -� p ° co wv:Q p • • • • GRAVEL
<n / >Q- - ° Db D D 866.00 �� D f �i 4 i.41 �VW :/ W cn in D D p Z D p Z D D p D Z `�I "z a ^h _ D D b o °. D D p D ° DDb _ ° D o - /� h-h-h-h
5 / D D D A W t� D D A D D ° D cn A D A
W D ■
N / ci
° D D_ J D p D DD A ° D A D WATER LEGEND
0 O D W D W
1 ccnn ? (o 6"FIR D ° A D o A D D p z D D D ° D DQ • ? D ■ D m
�� /6.7N,
/ o I g \ D A r
D © D D D n°* D D 0 J A D D A D D ° J / . ---W----W EXISTING WATERLINE 00 m 03 N
/ 0 W D D D D DDp D ° D D D DD D D D Dcn Dp 1 ' Z O�LI D p pDt. °F. D LL �. L� U U U> — W/ / ch o cn \ D D 0 ° D D ° D D° D Dp D D D. D D� �\D co i—
D D D D D A D ° 5•0 ( c.9
ce O Q
V D D D _ e Q b u D D 0_ w 0 0
0 •
j /1 / �W •W W W W W W W W W :"' W W W W W W W W W W W W W W W W W W Y✓ W W W Wa WT W W W PROPOSED WATER LINE
i / 10"FIRE LOOP
o / / / - 24' J 10"FIRE LOOP •
o / ,�c7 / a 0, • SEWER LEGEND
a I
Lu
N
CNli O Q 0 • --SS----SS EXISTING SANITARY SEWER LINE c
No / / � `p � O EXISTING SANITARY SEWER MANHOLE o
N / •
o / / I —SS—SS--SS— PROPOSED SANITARY SEWER LINE U
p // / / S\6_,c(H9'.
� ■ Q PROPOSED SANITARY SEWER CLEANOUTI � U
cc
�° ;#°ry l' ,; 14 0 ■ DRAWING INFORMATION30
0J / CO tIII
■
/ / �� rn III (YP) Cb INV
/ / (tYP) in iii 846.89 4"SEWER I�ATEI1AL . • N U
o / / ss�s—ems .)s :fg SS Is sS�sq 1_s� SS-1 Ss Ss o ps 1 qs s s s ss Ps Ss ' o ' s�ssys ass' Q c0 4s�s ��s O sp_s Z o
o I1 ,,,,i,;,,, V I I co ■ O
rn
\ // N N
•
to
0
w
/
n o/ / - = filii I- / II t- - -- - - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - -+- +-- - - - - - - - - -- - - - - - -- - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- +-- 1- -1 - °� CV
La
z
7
THIS DRAWING IS THE PROPERTY OF
/ it
/ O BURTON ENGINEERING ASSOCIATES AND IS
1 ' : Know what's below. NOT TO BE REPRODUCED OR COPIED IN
N (tYP) I Q rri` Call before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
O �� i ON ANY OTHER PROJECT AND IS TO BE
1 S� I p 4fLJci) RETURNED UPON REQUEST.
} ,' / J s \oa m ■
a / / / ,`:��@ �4; _ • PROJECT NUMBER
z / / 4,, ■
\ + __,' 40 0 20 40 80 160 P-020-218
N
La n ■
/ .„/
0 CO
0 / / . (typ) N (IN FEET)
it ,l l_/ \ _ C20 I
a I inch = 40 ft. Sheet 4 of 18

- ten: - - - - - - � - - - S48.08'0 0.85'
DRIVEWAY INSET
_ � — — cb I I I
M4k
I
- — -
Zf• ■ ,Imil
■ (tYP)
EIF
Cn -L- -) I *
m ■ a v -
o BURTON
H s �a ENGINEERING
o , • :O o L
� w: CO
u D D •
S ' D ° y b D A ��` (tYP) o O I • e — — — _ 5950 FAIRVIEW RD STE 100
D D O D ti R D . O
I ' . 7' CHARLOTTE NC 28210
, 12' — ,�6
• o \�� u, * SITE KEYS (T) 704.553.8881
O NEW 1'-6"CONCRETE CURB AND GUTTER SEE DETAIL SHEET C700
burtonengineering.com
0 • M O NEW CONCRETE SIDEWALK SEE DETAIL SHEET C700• FIRM #C-1157
■ 0 �g0 ##•###�
• �2 �p t
- I © 03 NEW ACCESSIBLE PARKING SIGNAGE SEE DETAILS SHEET C700. CA ���#.
p 0 `S 4 NEW ACCESSIBLE RAMP/DEPRESSED CURB, IN ACCORDANCE WITH N.C.ACCESSIBILITY ���' ..•••••R�Z/�#
• * �� 0 i iiiiA O CODE&ADA REQUIREMENTS&SPECIFICATIONS SEE DETAIL SHEET C700. ; •OFESS ���• ��
W ■ W w W- W W W W W W W W W W W W W W // W W W W W W W W W W W W lj-1 I D ° A D b
■ U D D D 1 D _� 9•:� i
20' 10"FIRE LOOP 4 co ih ° P = A b D= b A 5 NEW HEAVY DUTY CONCRETE PAVEMENT.SEE DETAIL THIS SHEET. SEAL
• •
(tYP) O ^ LHIA
D 12557
■ DDpp v DDQ'� GG ® �� D b D ° Z O • � '. •: Z
■ A D b Db D VA
p a D 6 NEW HEAVY DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. .•
D • DD i D A �� .FiI/GIN �`,'2�
A D D A Z D �' D. D • A CO a b D �� •••••••'• `'
A ■ b D D D A b CO D © b D b w A O NEW NORMAL DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. �� TD �J ss Q�Q
D D A p Q b ° b D A (tYp) ° b D p D D p ,•I. 'V T ‘.�, I�
• A D © b D p b J A D D y D b D D A D p Z_ O TIE CURB TO EXISTING CURB. MATCH GRADE. ..........r c19 -
■ Ap b A b D A CO zD A D DD ° D J A p b
D
A D b. D A\D A p D A J D bD° ° D b p \� O D D b A• b A Ill b D° O NEW DRIVEWAY PER NCDOT STANDARDS.
D DD p L� \ Co•
NEW DUMPSTER PAD&ENCLOSURE WITH GATES. CONCRETE DUMPSTER PAD&
� D A .aa b D ° • D bD A L D , - 30' W W W W W W W W W W w_ W W W W W_ 10 APPROACH APRON SHALL BE 6"THICK,4,000 P.S.I.CONCRETE WITH 6"x 6",W2.9 x W2.9
D A 10"FIRE LOOP WWF 2"CLEAR OF BOTTOM OVER 6"CABC OVER COMPACTED SUB-GRADE.
A bD r� °— — — "-- -- -- CO J� JI .. D b CO
24 COORDINATE CURB LOCATION&FACE TO FACE CURB DIMENSION WITH REQUIRED
II * ENCLOSURE DIMENSIONS. ENCLOSURE SHALL BE SCREENED ON 3 SIDES WITH
�w OPAQUE MATERIALS &GATES OF SOLID TYPE MATERIAL.SEE ARCHITECTURAL PLANS
b
CO L N- FOR DETAILS.
216 .
(tYP) S ifl
11 NEW PIPE BOLLARD.SEE DETAIL SHEET C700.
(tYP)
s�y„�� 12 NEW GUARD RAIL. PER NCDOT STANDARDS.
I F�
o \.<11‘,<, ,� UTILITY KEYS
•-__r_ ____ 41 1 1 1 1 I I * ,
\tYP) ii
�Qjo %p ^ W1 NOT USED
\ SS `.�S S In0 SSS�--S�S_ S ��`Sq—ASS' SS SS Q I
* � n 0 NEW 4"DOMESTIC WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET C700.
NEW 2"IRRIGATION WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET
— H H ® Iri O II iIF�-------1----1----1----I----1---- ---I----1----1----I----I----F--±--H 00700.
NEW 8" PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
0INSTALLED ABOVE-GROUND
REDUCED WITHIN INSULATED ENCLOSURE.SEE DETAIL ON O 6
SHEET
� C700.
(typ) NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
: I N 1 G 1 1 1 1 1 1 ,,
1 W5 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
O
1\a ° NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
\`\ M W6 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
1 — Ll _ _H _ Ll,_ d _ o ,,
.as__4 i
NEW 10"FIRE LINE(C900 PVC,CL350).(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER
W7 END OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
ONEW 8"FIRE LINE(C900 PVC,CL350).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END
W8 OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
NEW 6"FIRE LINE C900 PVC,CL350).(NOTE:N
PVC ALLOWED
ITHIN
® w 30' W9 OF BACKFLOW PR(EVENTER)PROVIDE BLOCKIONG/RESTRA NED\JOINTS5'OF EITHER END z
■ Z
10 NEW 2"DOMESTIC LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER J
END OF BACKFLOW PREVENTER). 0
; 1 1 1 1 1 I 1 OM
.0 -- , 11 NEW 2"IRRIGATION LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER Q
• LI- 1 f- ,
, ,,.,
s"� END OF BACKFLOW PREVENTER). LI) Z
0 V) C
(tYP) \ o 0 1I 12 NEW 4"(SDR 21 PVC)FIRE LINE TO FDC. U
•Om I \ NEW FIRE DEPARTMENT CONNECTION WITH 5"STORZ TYPE CONNECTION.SEE DETAIL
1 _ h 1, _ t _ h <,_ H___
rsJ
13 ON SHEET C700. Q cc
O ^
li
NEW PRIVATE STORZ FIRE HYDRANT. HYDRANT TO BE INSTALLED PER CITY OF z
Q
co 14 NEWTON PUBLIC WORKS&CATAWBA COUNTY FIRE DEPARTMENT STANDARDS. U
LL_ L __L L___L- ---1 HYDRANT TO BE NO FURTHER THAN 6'FROM FACE OF CURB.rsJ7�
//11
w _
''
-E--- - � - - -
�'� I * l'inimiZ o o —
■ �' �' , Cn
1 \ Uvu !--1 O
L0
O
N,_ Q D V)
(tYP) NEW 6"PVC SEWER LATERAL @ 1.0%MINIMUM SLOPE PROVIDE CLEANOUTS @ 100'o/c m
O \ S1 AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES.CLEANOUTS IN PAVEMENT
—
SHALL BE TRAFFIC RATED. Q
1 _ L--- - -4L-- - _k___ 40_ 4
(tYP) S2 TIE TO EXISTING MANHOLE.APPROX INVERT:844.86. 0 od
giN am
® CL \ � U
M LC)
m WATER AND SEWER NOTES Z
■: 1 1 1 I 1 1 1 X T7-1 rsJ , 1. THE MOST CURRENT EDITION OF THE CITY OF NEWTON DESIGN STANDARDS WILL o
GOVERN ALL WATER AND SANITARY SEWER CONSTRUCTION.
2. WATER METERS,AND SEWER CLEANOUTS SHALL BE LOCATED AT THE H
• � RIGHT-OF-WAY LINE. W
® L11 \ 3. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE z
! — — —
1-1 T 1--1 7 CENTER OF EACH LOT.CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30"
r] / 9� CENTER TO CENTER AND HAVE 2"X 2"STAKES PLACED ON EACH SIDE.STAKES
I SHALL BE FLAGGED OR PAINTED FOR VISIBILITY.
4. HYDRANTS SHALL BE PLACED PREFERABLY AT LOT LINES A MINIMUM OF ONE
R271' \ FOOT BEHIND THE CURB,WITHIN THE PLANTING STRIP.
, / / 1
R301' ''\,,, .
5. FIELD CONSTRUCTION MATERIALS TESTS BY AN INDEPENDENT TESTING LAB ARE
• ® ® — ® ® ®— ® ® TO BE MADE AS DIRECTED BY THE CITY OF NEWTON INSPECTOR AT NO EXPENSE
Q I I I I I I I TO THE CITY.
La6. INSPECTION OF PIPE SHALL BE MADE BEFORE BACKFILLING OF PIPE BY A CITY OF
I
v NEWTON INSPECTOR.CITY
* PAVEMENT HATCH LEGEND
J
Licc! — H I. _ + _ H ‹h H___ _ 4
J 30' t%•.
NORMAL DUTY ASPHALT
m
a
i
M
o I I I I I I I HEAVY DUTY ASPHALT
i
® ® — R,o,
) -______
Eqc� ' HEAVY DUTY CONCRETE
• •' • ,-.•
/
i • -
Z / f� I!� I!� I!� I!� IV
a
D `` :1;1:1:1:1:1,
kiMilloollod
b , A ♦ � � � � � � !Air
GRAVEL
�1r 1 �1 �1 �1 �1•
D f D D D p D z b pD 865.84 /
\ \ tat*: **Ii
N _\/ I,
D D b o ° A D A w D D D b /v-'
/ t
/ \ \ _ WATER LEGEND
• D D D °Db A D © • D A
/ �I It
A o
---W- -W EXISTING WATERLINE 00 CO pp m
b A D \ \ - F- t Z O'
D w A D p
c� A '0' > /
• D Db I`' U 0 U
\ •
A A DD D A A D icL �� 1 ♦ R3�
' \,4tI
�' D ° h . D b D JA
::i;�� �� 0 � W 0
(n /
w 10"FIRE LOOP \ . ` ♦ W W W PROPOSED WATER LINE
wTw W w w w w w w w W W W W W W W W W W W w w W W w W __ 4w
U •■ / C \\
O 1 \ \
0i w o) e- �a / 0 \ ` ♦�: SEWER LEGEND
cc �� ,
a ~ / I \ \ 1 \ -\ 7%4%4%.
---SS----SS EXISTING SANITARY SEWER LINE co •
■ O /
/ _ OEXISTING SANITARY SEWER MANHOLE
w0 wn)N
://'
o ■ w co / \ —SS—SS--SS— PROPOSED SANITARY SEWER LINE U
co
w it.
p : _ /* -P / , / I I I \ Q PROPOSED SANITARY SEWER CLEANOUT =
II M / \ 6000 U
o
• NI // I \4 m I I .....864.55
DRAWING INFORMATION el
cc
51
• I ii
IIii
ii
(tYp) (typ)40 G '• I I I �� N N
Y �P / I f v Z o
o �S :S 3S- 9 oS� S SS SS 0 SS 3S1--ASS-��SS 9 S�SP�SS-SS (Yp) �� /// I (.7
/ I I \ \ \ O N
CO
\ \ ,141444 \ * \
0
y 1IL
Lt ---I-" -IZ--1----1----1----1----1----1----1----1---+----� L J _I --- J / / / \ , I \... >O*` filii',,,'"INISIINN N
z n ■ � � i / I I / H q
U ■ / / / I I I \ I ! '�`�� ��p • THIS DRAWING IS THE PROPERTY OF
= ■ / // I I •I \ � � BURTON ENGINEERING ASSOCIATES AND IS
/ / I I \ ` /�` \ Know what's below. NOT TO BE REPRODUCED OR COPIED IN
N Z ■ /
I I ' I I I I \ , .���� CaII before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
O ■ / "4,.R // �� I / 1 ( ��. •/ -�n ON ANY OTHER PROJECT AND IS TO BE
c � •• 1 / �6 // I �� I �� • RETURNED UPON REQUEST.
z = / ����� �/ PROJECT NUMBER
m • /
/ 40 0 20 40 80 160 P-020-218
La n •■ / / /
a o ■ / ��
/ /
/ / (IN FEET) C2O2
a / / / I
a / / inch
=
Sheet 5 of 18

'/� �i' IN ll / -- �r ' � ' ' �� I / 1 ) I I I \ / / , / I I I / / ' I / 1 // /1 \ \ / / / / / / /
///it, /, II \ ) \ I I I I4_ / / / / / /4,1 ,I A \ \ � � II / I 1 I I I / I /
ilii
/ I \ � \ \ \ � � \ ' / / Eir
i11/1// / \ \ / I / / / / // I / \ \ \ \ \ \ 1 I \ / / /
A \ \ \ \ \ \ \ \ � / / BURTON
. �/ I \ \ \ \ \ �, , \ \ I \ \ \ / / / / /
/ I ( �/ \ �\ \ \ c -\ \ CO} is' _II r�. /
\ \ \ \ / ( / ENGINEERING
I I o�/-6 \ / ,___.. (typ) it .
___A_____ , / 1 - _____________A - — — \- — — / — -- — -- --
y
`L\ \ \ \ , a .. ,i D III D / D DZ , COI V: ° ,►�` •' D/ I 15?(/ / \ \ / \ Q \ \ (n \ D \ D = Z - D b I = D ° — -1 \ D p = \ ° 866.O�b = Db / 714,
�/� 5950 FAIRVIEW RD STE 100
\ �� �� �� A A D �. . D °. / D D A D Q D ° Db \ D / /
\ \ \ 1�) IHD b A D A D w ° D A.D. LLD D D \ cn D D D D CHARLOTTE NC 28210
A Lu D / \ b D \ D \ D D /
I , \ \ \ \ \ D A \ D \ ° , \ D ��11ll D/b D / b Z D \ D \ ` D\D 1 D D/ b D , / b DSITE KEYS (T) 704.553.8881I \ \ \ (n \ D \ b D D \ b D JA�` D D / D ( D \ pD W '�\' \ \D b` D ` p �D b D D D b / /D 1 NEW 1'-6"CONCRETE CURB AND GUTTER SEE DETAIL SHEET C700burtonengineering.com
\ \ \ /
DA ` D ° 1 D / D ,: / FIRM #C-1157
/ i ,, D
/\�j�' \ \ \ \ \ \ \ D \ \ A D \ p \ D b DD A D \ °b D. D \ Q� D D D ° I D °/ ;1,, O2 NEW CONCRETE SIDEWALK SEE DETAIL SHEET C700 •,
\ / \ \ \ A• . D b A \ D D A ► • D A D i A 1 / O NEW ACCESSIBLE PARKING SIGNAGE SEE DETAILS SHEET C700. CAR �����
i
I \ / \ \ \ \\ \ \ 1 \ 20'_�� ONEWACCESSIBLE RAMP/DEPRESSEDCURB, IN ACCORDANCE WITHN.C.ACCESSIBILITY �� . ••••.��/`�\ \ \ \W W W -� W W �+� W W W V� W W�� W/ W W W W W W W W�W--W W�W �W W / W / 4 CODE&ADA REQUIREMENTS&SPECIFICATIONS SEE DETAIL SHEET C700. ;=O� FESS/O,••��.
cn
\ �V 10"tIRE LC/OP Q. SEAL �r/ I / \ \ \ \ \ 24 \ \ \ \ \ I -1 / / / / 0NEW HEAVY DUTY CONCRETE PAVEMENT.SEE DETAIL THIS SHEET.
12557
/ /
\ \ \ \ \ \ \ w ` o \ / I ' I I w ' I / / / / / 0NEW HEAVY DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. Ti. n•'. _ •
N I / \ \ t \ \ \ N \ \ / / / J I / I /
COI . 'p��••• I....................... O
/ / \ \ \ \ (yp) S I \ \ N m N \ \ I / l (typ) I / / ( /
/ / 0NEW NORMAL DUTY ASPHALT PAVEMENT.SEE DETAIL THIS SHEET. �i� , ON •T ', 3I
L / \ \ \ \ \ \ / / / / / / / O8 TIE CURB TO EXISTING CURB. MATCH GRADE. �������������I'L
/ / i //i \ \ \ `P N \ \ / / / / I / / / / / 9 NEW DRIVEWAY PER NCDOT STANDARDS.
\ \ O
-
\ \ \ \ \ S \ N �� \ I I i i i I I I I NEW DUMPSTER PAD&ENCLOSURE WITH GATES. CONCRETE DUMPSTER PAD&
•V
/ N \II
X n / / I / I Ii10 APPROACH APRON SHALL BE 6"THICK,4,000 P.S.I.CONCRETE WITH 6"x 6",W2.9 x W2.9\ \ O /� \ �� iIYl AV/ WWF 2"CLEAR OF BOTTOM OVER 6"CABC OVER COMPACTED SUB-GRADE.
Q� \\ is \~ /I- / LAL f 1 I ll1" / /\ � / /
i S O rr / / / COORDINATE CURB LOCATION&FACE TO FACE CURB DIMENSION WITH REQUIRED
/ / \ \ \ (tYp \ RHO, / pI {\ CSJ INV: / / /\ �� i/ i \ u c 856 89 / / SR / I I I I OPAQUE MATERIALS &GATES OF SOLID TYPE MATERIAL.SEE ARCHITECTURAL PLANS
�, — s' \ SAS SJ--SIS l Sy4 "SS SS S„ Q �SS S S ISSS J SAS O y�S S�S�S S' Q / i S ASS C / S FOR DETAILS.
/ / S fl 0 \ CO CO I I I I /� I I I 1 1 1 I I I 1 V I I I
4 ,,,,„,
;!%�� / \ R \\ /� R � (typ)\ 1 (typ) (tYP) 1 1 y 1 / I/ (tYp")1 y / ( p) f I I (tY } / /\ ^� 70 / \ 1 /,I // f 1 1 1 1 I / I I 1 f / / NEW PIPE BOLLARD.SEE DETAIL SHEET C700.
/ / ' /� \ ,„
1 ___ 1 / U7 I I I I I / I I j,'I
I 11
/ s� I \ II \ N+__- ---I- I---- -I----I---- ---I----I--- I--I-__ -- ---I----�-/�--I----I----� I __-I-_ _-�_--4-1--- ---1----I----�_ -I-__-I-- -I-__-I----I----I----I- --I--- ---I--i_l___ I-f- ---�-- - -I-j- I --- --I-�+ 0 NEW GUARD RAIL. PER NCDOT STANDARDS.
/ /. \ \ /
/ / /
/ / ) i
® a) F4� / / \ \ \ \ / Z , / /1 / `� / l I / UTILITY KEYS
eeoep /� 1\a \ \ \ / / / l l I I I l I / Wt NEW 10"TAP TO BE PERFORMED BY DEVELOPER'S CONTRACTOR. NOTIFY CITY OF
/ i /
?o O \ / \ \ \ \ \�+ \ —� i /� /f / / //\ONEWTON PRIOR TO MAKING TAP.
� 06m N / / / / / 1 I /
/ \a T' /
/ li / 1
) I \ \�� � / A
i / ' i / / / CO NEW 4"DOMESTIC WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET C700.
/ / / / I l i I / NEW 2"IRRIGATION WATER METER IN BELOW-GRADE BOX.SEE DETAIL ON SHEET
/ / I \ \ \ \ \ / CO / / / /
7 / / / / i I i / / / / / i W3 C700.
///
/ \ O/ \ \ \ \ \ �� / N ASSEMBLY
N X -_____.
/ / / / / // / ' / �/4 NSTAL NEW OLEDEABOVE-GROUND WIDUCED PRESSURE THIN INSULATEDO ENOC OSURE.SEEW ODETAIL ON SHEET
// \ O F \ \ N. \ N N ' / / / / / / / ) i I I / O C700.
/� / \ \ 30' \ / / / / / / / / I NEW 3"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
/ M N____.
\ \ \ / cn, / / / / / I W5 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
O C700.
/ /� �O i— \ \ _- N
N / / / / / / / I NEW 2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
/ - / N _ / / / / / / / / I W6 INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE.SEE DETAIL ON SHEET
l ///
l / �/ 0` / \ N d°�`y�aQ \ I \ \ /f // / \ / / / ✓ I\ \ 1 1 1 f NEW 10"FIRE LINE(C900 PVC,CL350).(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER
/� V \ y I� �I, / / �- 1 -4� / / / \
/ j / ( / I 0 END OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS.
R /� 1 / I 0NEW 8"FIRE LINE(C900 PVC,CL350).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END
/ O \ N ,,,,.„,i / / 1� I OF 8"FIR LI PREVENTER PROVIDE BLOCKING/RESTRAINED JOINTS.
/ �� /.11 / i / / j/ ( / I I I W9 NEW 6"FIRE LINE(C900 PVC,CL35o).(NOTE:NO PVC ALLOWED WITHIN 5'OF EITHER END Q
cn/ / // SAC) \ 1 \I / 1"-----
/
/ / O / / /i / / / / / I I O OF BACKFLOW PREVENTER)PROVIDE BLOCKING/RESTRAINED JOINTS. Z
l^� ` 1/ \ 1 ti J
(' "J - "( \ NL L--- --L-- L�=_<____i J=-�if--L- -LPL ---1f.1___.1_,=L__ --L---L-,1----1- kE) --_L- =>%--L==_I _i_-_ i---_L=7L---L= L=_ __.I ___ __1 ==�I -_ --- /L=-- -_/---A--=_II=__I_ =L== L-_. 10 NEW 3"DOMESTIC LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER J
° J / \ \ \ \ / / r END OF BACKFLOW PREVENTER). O
(� Z
l/ /
\ / / / / / / / / \ / 11 NEW 2"IRRIGATION LINE(SDR 21 PVC)(NOTE: NO PVC ALLOWED WITHIN 5'OF EITHER Q
/// / \ \ \ / END OF BACKFLOW PREVENTER).
/ �\`� / _ _ \ / / / / / \ \ / / I V u Q
/ �� \ \ \ / / / / > 12 NEW 4"(SDR 21 PVC)FIRE LINE TO FDC. ^
/ N / \ 1..L
\ \ \ - / / / / / / / / I / NEW FIRE DEPARTMENT CONNECTION WITH 5"STORZ TYPE CONNECTION.SEE DETAIL
/ \ \ �� / / / / / / 13 ON SHEET C700. Q o
/ 1 / / / I �
NV
l /
/ /sue \ / / co / / / I I / NEW PRIVATE STORZ FIRE HYDRANT. HYDRANT TO BE INSTALLED PER CITY OF lo Z
1 / / \ N / / / / / I I I / 14 NEWTON PUBLIC WORKS&CATAWBA COUNTY FIRE DEPARTMENT STANDARDS. �,J
/ \ \ \ F`i
r\ / / / / / / / I / HYDRANT TO BE NO FURTHER THAN 6'FROM FACE OF CURB.
/ /� \ \ pi P� / / / / / ) I / / W Z
\ \ \ / / / / D
\ / / c / / / / ( I / o
/ / �� / I
/ \ \ \ '-':---2:
\ \ \ / / / / co / / --1/
) I 2 / / to)
I 1 la/ NEW 4"PVC SEWER LATERAL @ 1.0%MINIMUM SLOPE PROVIDE CLEANOUTS @ 100'o/c
m
\ �/ / / / / S1 AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES.CLEANOUTS IN PAVEMENT
// / s� V 7NN \ 77 / / / JNN / / / / / / / / / / SHALL BE TRAFFIC RATED. Q v
L / / \ \ \ 9' / / / / / / / / / S2 TIE TO EXISTING MANHOLE.APPROX INVERT:848.39. 0/ \ \ / / / Q
1 / / /
�► / R271 \ / / / / / / / / / / WATER AND SEWER NOTES ZJll
R301' \ \ \ , \ / / / / / / / / / / 1. THE MOST CURRENT EDITION OF THE CITY OF NEWTON DESIGN STANDARDS WILL z
/ / /
PARCEL I D: 361903312117 \ \ \ \ \ / / / / / / / / / / / / / GOVERN ALL WATER AND SANITARY SEWER CONSTRUCTION.
\ \ l� 7 / / 2. WATER METERS,AND SEWER CLEANOUTS SHALL BE LOCATED AT THE
/ /s \ \ \ \ / cn / / / / / / / / RIGHT-OF-WAY LINE. W
TKC CCXXIX LLC \ \ \ \ \ \ / / / / / / / / / / z
�� \ D B 2017E P G 1195 \ \ \ \ ` / / / 3. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE
O / / / / / / / CENTER OF EACH LOT.CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30"
\ / \ \ \ \ \ \ (typ) / / / / / / / / / / CENTER TO CENTER AND HAVE 2"X 2"STAKES PLACED ON EACH SIDE.STAKES
\ N \ / // /
LOT 1 \ \ \\ / / / / / / / SHALL BE FLAGGED OR PAINTED FOR VISIBILITY.
\ \ PB 64 PG 199 \ \ / /
,, ,
\ \X \ / / / / / //
/ / 4/
/ FOOT BEHSND THE CURB,WITHIND THERPLANT PLANTING STRIP.OIES A MINIMUM OF ONE
\ \ / s / /\ \ --,
/ 5. FIELD CONSTRUCTION MATERIALS TESTS BY AN INDEPENDENT TESTING LAB ARE
La / \ \ \ \ \- \ \ \ / / / / /// / / / / / TO BE MADE AS DIRECTED BY THE CITY OF NEWTON INSPECTOR AT NO EXPENSE
__....:,., X
337,580 SQ. FT. \ \ / \ \ \ // / \
V ..'' ..** ....
Ut. \ \ \ \— / / / / / /7/,_
/ / / / / TO THE CITY.
\\ ` \ \ 7.750 ACRES \ \ ® \ \ \ / / / / / /� y
/_ / / / / 6. INSPECTION OF PIPE SHALL BE MADE BEFORE BACKFILLING OF PIPE BY A CITY OF
\ \ \ \ N >� I �/ / // / NEWTON INSPECTOR.CITY
,c, 1 '� �� \ \ N \ \ f / / ___
1 / / / AA
/ ,
,3, �, / / / / / PAVEMENT HATCH LEGEND
E _ / /�QO4:7�2� \ \ / / CO / / / / / // / /
Rr(i \ (typ / / / / / / / / /// // / / NORMAL DUTY ASPHALT
/I
// .-. ..,_
/ //,/ / / / / /
o � � / / / / / / / / /
......;......_
3 , \ �' / / // / / / // / / / . . . HEAVY DUTY ASPHALT
N �;; ....
0 \ / / / / / \
Nt• ta_ tti-U \ \ �\\ � `,pu�O ill
/ // \ \ / / / / / / / / / / // / /// // 4 / / /
\ \ / _____ / N / / / / / / // / // / /j` ' /
\ / / . , .
° . a . •
Lc
/\ \ e c\\ I,/
\ /I/ R3�, \ \ ER / / / / / // / / ////�/�/ / / , ' HEAVY DUTY CONCRETE
/ _____„
7z , ______
\ ��J \ SQL S�ONi /AJAKP / // z �// /Z/
0
/L.Li V ce ,�� - ♦ ♦ �R� / / / �'�•+��h'��h�h�h�h! GRAVEL
to
o / \ / i L/ /1 >_ c,
zz , / / / / / / kAVOVSVOVOVi
(_) / _____
__ _
\ v` \ / � / // / / / / / / WATER LEGEND
col �� \ i, _..., ...
/,..., ......--- - -__, / / / / ———W— W EXISTING WATERLINE m m m
/ / — / / /� U U U�
PARCEL ID: 361903205632 ,/, \ _ ' / / ' $% / // / / / / / / �w
p \ \ "lam 5g // / /� / / // / / // �' Z O Q
ZZ
TKO �(�:XI IX I I \ \ / / /� / / / / / 0_ w 0 0
Icc-
N4, / J / / / // W W W PROPOSED WATER LINE
-- ---_ / /
La \ 10'PROPOSED SEWER SEWER LEGEND
0 UTILITY ENLARGEMENT 1"=20' �` EASEMENT \ \ \ / / / // /
a �� 1 \ 10 / //// // // / �� - �'
/ / / / - NN
CV I 3"DOM/WATER \ \� \ \ // / -SS----SS EXISTING SANITARY SEWER LINE ce v
o TAP SLEEVE ANC / i 4" O WATER I I \ \ /\ �� �\ / ////1 / / // / �� O EXISTING SANITARY SEWER MANHOLE OjN 1 / / >_
% \ VA_VE / I.. I \ _-- \ �o� Icoci)4
\ \\v ` / / // SS SS SS PROPOSED SANITARY SEWER LINE J Tw 10"TAP SL�I E AND / \ \ / ''
o VA . I / ® \ \\\\ \ / / / // // Q PROPOSED SANITARY SEWER CLEANOUT
< I I I / �� SSM m \\� // // / Z
11N
\ RIM 856.36 .ie- / / O -
0W w w W \ IN=843.76 (2) \\ o ' / // / ' DRAWING INFORMATION
► \
J
O /
Y TAPPING PIT w w w w w w w w— \ ` IN=843.70 \ QS \ / // ' Z Z LJ o
0 2 TAP SLEEVE AND \ OUT=843.59 (PS) P_ / o N
N
co 1 VALVE. I
0 �_ I W i� ® \ ' N
_ \ CO // / (iiiiiii
ao
\ I \ IZm ® mp
O I \ 0 I / \ N \ v� / // / • THIS DRAWING IS THE PROPERTY OF
\ m
\ / BURTON ENGINEERING ASSOCIATES AND IS
�/ \I I I \ PARCEL I . 36190330276; Know what's below. NOT TO BE REPRODUCED OR COPIED IN
N I X ITl i I / I \ \ / Call before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
a3l D I N \ \ " C I TY�F NEWTON ON ANY OTHER PROJECT AND IS TO BE
RETURNED UPON RETUDE
QUEST.
11
Q so' R/W rn I / / N J OT \ ' NIV'I848 9X MHZt-
DD 2908 PG 452PROJECT NUMBER
zNN\
I OC I / / N PB 67 PG 6485
8 40 o 20 40 80 160 P-020-218
w I I / I N (�'�'� ��//
0 N
.e C203
\ \ \ / (IN FEET)
a • \\ • , � I inch = 40 ft.
Sheet 6of 18

1
I I I'
I CB-B7 CB-B6 CB-B5 CB-B4
C~ �I' \ 1 CB-B17 CB-B16 CB-B11 CB-B10 CB-B9 CB-B8 GRATE:866.15 -GRATE:867.83 GRATE:867.83 GRATE:867.83 �
\ GRATE:866.15 GRATE:866.15 CB-B15 CB-B14 CB-B13 CB-B12 GRATE:866.15 GRATE:866.15 _ _ _ ;1---
r_
_ \ GRATE:866.15 GRATE:866.15 _ _ _ --- -- _-_ - - - �o� �o�
( Eir
I I \\� -x---- ffirik1
GRATE:866.15 GRATE:866.15 GRATE:866.15 GRATE:866.15 - - _ _ ___ -- - _ _- - • - • _ � I e \�;,1 ( CIS D7 JU I • - -ai, e - - '- -- .• ..tea. - • _ _o .�a�. 3fl - -s 7� iJ - . - - ---• . \ • }�O :t
\�- \
I . crr m ---ter \ , \ - I I \
\ \ \ I / I / FES B1 °>\\FES-F1 1� III I CB-B18I I 1 / / /// ) / / / / 880 \ \ \ \ \ I / / I \___
\ ' ) I \
INV:855.82 r �`I�i I G___ �ATE:863,42 -__-���---__ ��1, _ - �\ \ \ - JB-B2 I (
_, I i i 1// ) / / / / / ; _ - ��, - /
860 \ I i \ 845 ��g39 \ B U R T O N
156 LF .�._
I' I / // �/ _ - �- ° E N G I N E ERINC
840 86 .15"RCP@076% ` ( 865.90 \\ \ . \ �i, \ .IiJ1 /7
67 \ ���\ 87 \ 867 855 GRATE8500ei / . co D p0 A D D D D •�•- 0 D 0 ° �� D D D , DD •0 .. D D D D D D D . ,� C 860 I �/ ��� TII -� \
II \ �J / \ \ _ 1 _ _ ` �� ���� I ` \ \ 5950 FAIRVIEW RD STE 100
- / / \� \ - \ \ N / '� ,� I \ CHARLOTTE NC 28210
FES-F2 f • - . ` ♦ � .� I T 704.553.888I
I I 7 �.. �' . w III
1 I1 I� r // a6900/ / / / // / \ \ \ \ \ \ \ \ \ I / / �s:�o / 1 / ` t j�,� I I / \ g g
INV:857.00 1 / as:7o �. •r�� I I
,��A / ���/ / / / a so / / / \ \ \ _ - - \ \ \ \ / $- 7,sao asa.2o sa.zo ♦ ,86e o ` , �. � / I I I \\ burtonen ineerin .com
If
lir
/ / / / / / / ��` \ \ \ \ \ \ \ 0. \ \ \ \ \ / / / _:66.79 ago `p I <n /� \ FIRM #C-I 157
4i# .�: // ►,.,�,���W , / W 869 W _ w w w w w \ \ \ \ I / ' 870 / A ��� ,p I 1 cD/ 1/ A \
v7 l , W W W W W W W W , W W W ,, W W W�� > / / 1 I��
_ �CO I \talKifisii
61 / / \ ► �� p \ D e V ��� ���' 1 �o // \ CARS��� *
I I ` /III�� 8- 0III- p D ° D D D pDpppDDDp ° pppDDDpDDD DD ��k4� LLB / C� / \ \ O/#fr / D D D D D D •`D p D p D
/ i� / D °, D / 872 / / I // \ ♦ �-•. . /AI I l l l / / / / / '� \ D 4 p ° DD / / 'V I / I ♦� !•.•.•••OldI / / G / /� 0/, / D/ ; D / DO \p0 \ 0 D \ I DD\ -6`\ DD �1, D D 1 D p 0DDD / /� 1 / � � / \ :OSS/ �•. i/ / l DI-B19 � I I ° 1 / // D D/ / p / / 0 °\t. D D • ,. �, \ pDDDDp \ \ DD DD p I D p D D I p D / liB-B3 / // v �`C •7 •
/ I I �I. I� D Db ID \ D • D I I \ I D b I ° 0 D I I I / / •Q
''+ 36 870 L+ ° D D DD a D D Cfl 0 GRATE:867.83 . . .
I GRATE:871.96 �. D D .� D D b . 870 +3 D p D 8/1 ,D .. o D D 70, / I I // / / SEAL I
r....,870 I O / - b _ D >\ _ p4 . D D p ti. . .p b D p / . 12557 :
A �,��87�, D 7 /D 1/,t) = D / p D �-_ ° / DD \\ °D = \ p_`•• p D p \ \ p \ _ D \b pO� D D / / / /'_, /� i•�%1!I'A!I�/. D / k��P :� b 'i D 1�R D D .�� G�1b \ \ D a0 �r D D\ '� / / o I / I / l l • -1P• F'
1 I 17,s r- � 0 VC ,Otry L D , / , . �' D b 1Mit& GRAT 8�7 83 8.868.20 ' /i ;�. •�•NG I NE�,���o♦ 0
I r (r ',I J / / / / ` \ \ 06 \ \ \ \ \ \ \ \ I <cto0 / / 0 1 , r / / , , T e,,,.3,.�oti
I / cV pp I to 8 ��t 874.46 / / / / / / / "�� \ \ \ \ \ \ I \ 1 / / / 0`i2/ / / � \ \ I I / / / /
FA • :.
►� / / / /
/ / .� .
I I / / I / sa / / / / / \ I I I 1 /i CB D2 s6a 70.l M / / / /// , III / / 1 / / / \ \ 1 1 \H\-\ \ I \ \
( 868.20 , H / /
I / / / / / I r / / / / \ \ I I I \ - GRATE:867.83 I / / / / ���/ � l I l l I / / / \ \ 1 1 1 1 I I \ \ \ \ \ \ \ / � , ��� l!li / / / / / e / -��.
/ \ / IIII e
/ 1/(// 1. i DI-1320lij / �/� �a II / / / / / T \ \ \ I II \ \ \ \ \ \ \ i / 111111 / / / / / / / .,/ 1 / 0 Ipit,
/ I /I I GRA :871.21 IIII / / ! : 3.0 IIIII I / / / , I I \ \ \ \ \ 1 I \ / I I / / / / /II / _ I / I I 1 I ��� / /
/ l la i / / / C 1 �73 I I I / / / \ I .r \ \ I I I I I /
f�1 I / , I I / lll / / / / , ��I 1 / / / / • 1 874.'4 / / / I \ I / I I�I / / / / / /
/ / I / / e I \ I I \ / /IVI �j 33. 0 1 / ll / / / 1 , / I I I I \ \ \ \ II I I I I I / /
po
I ` I' / I I U C� . 8 3. 01 / / • • II O I II II / M / O • O / / / // I /� I I / I I I h I I I �I I I I�a�Lvl / �•� :74.4. / / / \ I I I I I I l 111 / / /;` I �� / / ( I �, I IIIM / / / / /�
� 0/ / /
/ 873.,0 I \ •\ ( ( / , \ 5II / \ co \ O \ \ \ \ \ \ \ \ I 00 11 III / /•1/ / I- / DI-B21 0 e7 .873•0 I J / \ \ I I I I I I \ v \ / II I / / / /
j / I I I J / \ 1 I I fI \ I I I \ ��� _ IIIII �
1' I I 1�oa I I / \ \ I I oo / l I /
�. ' / G RA E:87112 IIOil
/ / I I / I -
I / / / rt I Ili
� \ \ I I I -ar / 11111 ��� 6
/ I I I X '� : . \ IIII I I _ fJ � \ N ( 1 , �„
Lc)
D,A2/ I / � � l I l 1 I I l l / I � \ \ I I I � I \ \ -rfI to I � ,
co J ,�,,�-, GRATE:871. 1 / /- �/ / I / / / � I \ \ \ I ' I I °° I i \ \ N I 8�1 � � 1n i
I / z / /
�,co
/ /- 1 // / / I / / I � \ \ \ \ \ \ \ I II I III \ r � / /
'Pi 1
] % / W WW _ora , ai:1 ,�- //I / + � I/ I I / I / I \ \ � • k \ k k \ f I I ,. � - IIII •� \ Q 87;sa / 82s i
✓ 2 /7/ �� / / / I / I / I \ \ I I II i I 1 I 1 1I II / i
i 11 _?,,,,. _ 874.. / l ll I I \ I 1 I I I I e , I - / / � I /moo/�� _ / // i 1 -� 1 1 1 1 / / 1 1 I I I I I / v / ��, �, Q
� 1l - I I I I I _,
// _ : 414/ / / // / ) c,_
I 1 1- I /} 117/// / �// IIII / / / / ) / 1 III / / / Hi I I I I I I I I I / I , ,�._. / / Q
o w
/ =mIC / / do � � � / / / / / / , l / III 1 1 1 / / / / ) I I / �° $ , / / `, _� / z
7/ 1 z� 2; / II - �I l / -/ / l l / 1 . - / / I ./ I / l / ��� o
I / RATE: 71.21 III I `6' / / // �� / / / / 1 / I 1 / / r1/
J / Ide
�% /' /// � /^ham / -� II 18740 / , i , / I / / / I/ / I ( I/ / � I I I I / / / 1 / 1 I / / /, 1, 1 i � �� / , , u
I / ICI ► :74•.. / / 1 i / / I I I 1 / / l / l / / / /
/ II / / I 1 / I / / h / / 2lp/(:)' , z / / / / III / - / / / / / I - I I I l / / /iIIII �° ��/ Q
111 / / / )h I 1 I I / I I 1 / / I ll IIII
/` I/ w / / �III `b / / / / II I / I / ,�'/ ��O / a 0 / // FESA1 /�/ Q OL.L
/iIL71/ I / / I I / / / I I / / o
• /// , 7 / �I� / / / / l I I I l l l / I I I / /
II / I II 1JB-A2 zlv? DI-A20 / _l (- ( / / / / / / / / 1 / / / / / / I / I / III IIIII I. / / // I/ / U/ j,, / GRATE:871.21 �/ AI !' o - / / / / / :/ / / 2. II II 1 1 / I I I o / / W oC
/ Illil -� / 0 / h / / I II:111110� 11P
II I��IL. JB-A3 / GRATE:8�.50 1- 1 z/ I ,. I lJ� :74.4. I I / / / / / / O IIIp•CB-E1/ C �II :�� I ` / I / (gb / r / / / / cr( / / / / / / IIGRATE:867115hlh��r I 1111111GRATE:848.00 // / C/�� � � l l / l / l / /i II / II , 1 o Q
I874. \ / / / ( ( O / I I I s68.ao oO \ / / / I / rh a67sa a 1) / / /l \ \ I � / I l ll 1 / ll / / / , / � � oUmVI (-
/
I , l \ I I I I I / / I I _ I I I �, I/ /� I I
II
` / \ 01 oL o : 1.•1 874.04 \ Ss� A / I I . Z / / I / L
I J I / / / 7� / Z
/� /\ \ \ ' \ 10 PVC R CIF LEADER / \ / / / / / l / / I o / /I ,� �lI , \ �I� co I �: \ @ �2.0% I \ \/ / l ,� / // / I I I co / 1 I / ,i ' n > � -/ -7� /- /- 1. 0/ \ ( _* ,„, ° 874 6 ` \ \ / / / 1 / // / / / / / I I I // • /i / / / OI > \ I� 0 DD Dbe: V , Dd / , D D Dp a p 1 ,;• , I ....al� , // X` \�' / /
\ �I C k.874,
I ___-' \ D \ D p DD b D D D D ° D D ` \ •�- D b I -1� D D D ° .�� I D D .�_ \ D b �� t . / Y� 8:7.44 i , /' / / i///7/
/ 7/ \ / / I�< 874.14 ' DD / D p D\ pbD = / / ° D / D D .-. D I D i� 0 /�j// \• I / \ \/ \ , ���.� D \ p/ / \ D . \ Dp .� ° D ( D �_� D DD / DD / Il D � ° D (nI I �� / J / / / ,o \ / / V/ "Y(( \ \ \, 874.36 D D\ 870 D p p ' D� t \D 870 D D b D . , \ D De // �870 p p • D \ D D • / / ° / // 1 / /// / / // \ \ / / O
\ \ D\ p D D �D D ° / DD , p ° D /� D D / D D D I� / /// / // / / �/�
ill:
b D p\ 0 b D p / D D D p �/ \ /
> \ 2 p D \ D �/ D � D D � 1 D D / / / if:'
B-A4\ / \ > � 72 � � D D0 / DDDD DDD � I / � / ° � D� D /D I � � D 1 0872 / �1 I
I- \ � � \D Dp � D DDDp � 1 \ I ° Q / p - � p D / ° � DpD � ) I � l / / /\ . ° D 0 \D ° _ _ 0 � ° b D D �W Pi 1 � / / /D/ ° � D / Dp / / / / GRATE:867.15 � LL
GRATE:871.98 4D I I D D D /`l ` f. D D D / / / !• ���/ /
I
\ \ W -- ili -� - � �� �-i .�., IIIRi �11, W r / / asa ao /i�l�� .�\ \ \ � \ CB-A17 CB-A15CB-A14 3 CB-Al2 � =-: / CB-A9 �, 80 • � � /\ � GRATE:867.15 � GRATE:867.15 / RATE:867.15 GRATE:867.15 GATE: 6715 CB-A10RATE: 7.1 / I • � �''�' '� /0 GRATE:867.15 I GRATE:86715 G 86 5 / �\ \ 6' \ I GRATE:867.15 /.� LLI
Ce
/ \ \ 868.40 668.40/ io 86: 0 / 868.40rilr
868.40868.408/pI,8.40 �.40 86j3�0 / / 860 c / / /• // \ �� \ li( >1° \ 867.90 \ - 867.90 - _867.90�� 867.90 $67.90 8670 8%. 0 86. e 86.90 �� 867.90 867/90 /868.•0 A/�/ / /// O
7\
C) Cbrb ,,, Z
/ �� \ \ ` . ' ``\�� I O ' I I I I I I I ��° I / I 1 1 I I I I I I I I I 1 1 I 1 I I i`\a I I I - ,
�� I I I I I 1� I I I I I I I� I I I I I I 1,„,../ I I I 1 I I I I / �� �� / / / f7-7
:.' -\ \ 1 I I I I I / / / / / // / GRATE:867.15
\//� \ \ I I �� I I ill
/Ir I i i i i i XI "' i I /// i I ' i i r / c' � / U�
`l V' //\
\ \ I I�\ I I I I I I / / ,rI /I J l l l " 1/ / / / / y y II / / / J / / / / / CB-A7
\ .,, 1 I \ I I v , I , / , ,/ "� ' ; ' ' ' A �' ' ; I / ;/l ; CB-A8 Y / RIPRAP APRON CHART
N �� �� \ \� .S ��.s s 1 �s s r Ssi '� o S sr's--�i s s{ - s,--r� s s� s s �, s� , - - ss joss s / s /ss - TE: / GRATE:867.15 O Oh /i / / / /
I GRA 867.15 / / /\ ♦ I I I I I I I I I I I '� I I I /ri
7Q °i / \ �'.•� t �I I I I I / ✓ I I� I col1 17 c�o �� 1 1 / I I 11 l /r I / / // � / DISCHARGE ID Q(cfs) PIPE PJ VEL.(fps) d0(ft) La(ft) W(ft) dmax(in) Thickness(in)
U -�` (pe �II I I IAII I II (T� I II/ \ \ IIIIIIIIIIIIIJI / / IIII /
_ / It y �- t--}--r- t --1-- ►-- --I- -t---- -- - t--}- r- t-- -- r--�- - t- -r- --� - - --r -- --I-- --� -I-- - t- r -�- -�+- -r� --�-I- �- -r-�- -- +- / s _L A_i__L- / // / /
I I I I I I I �" I I I /�I
m / ` �� \ y\ .( I } I i ,( I I II / / l Ir f /7 ✓ I / I /1i / z- 7 / I �" �/ FES-A1 101.9 54" 8.8 0.90 I 26 31 16 24
\ 1 I \ , 867 / / I / I I 1 I I ' .� / // / l ��// / /
c? ,\ L\ ---,..,-...1.-- \ i 1 04 Y/ , II /y//,,J]I 867 / / / ///// CB-A6 // FES-B1 105.5 54" 8.9 0.90 26 31 16 24
, . i I I 00 / f }� f l l I l I / I I / V / / "�
-1 D / / , I \ X I I / I b l I I Ill I y / / / / / GRATE:867.15
/ i \ ^ 1 `i /,I I / �I / l ' / i f/J 4j // / / / FES-G1 51.1 36" 7.2 0.60 20 23 11 16
\ S�� I \� I \ 1 T 1 1 / i I I 1 I / f/,I / / (b ;// // / / / / / /
W \ \\` �% -� -� -r /( 7 1 i / i V / / I i /f r 1 'i /i // fi i I / / [1/ //I / o° / // // / // /y
/ 77
a - DCB-A18 o \ \ 1 I 1 I I I 1 I I / 1 I I "n / /; / cg / / /
\ / � I GRATE:866.50 866 / / I I I / / // / 4
m \ \ / / / / J I I / / / 86 / /r/ / / / / / /
o \ \ / t 7 \ \ \ \ /� / / / / / / / I I I / /// // / / / / / �,� // / / / ),
GRADING LEGEND
\ \ li I I
o \ \ \ / \ \ / / / / / / / / /OP/
/ / / / // / / / / /// / �% // / / // EXISTING CONTOUR _99
\ / ) 65 865 I I( \ I I / / // �30 //• �� PROPOSED CONTOUR 1OO
N \ �� \ / 111
I I I I A- I 1 (n 1 1 _I I ✓/ / /I/1
I/ IIIo / \ 11 11 1jK
I j- I l il' 1I1.-
4 d 1 f 1 / I 1 1 (,,/, / / % / / PROPOSED LIMITS OF CONSTRUCTION LO�LO�
\ Y I I ITh / �I I I I I -I� I / / I I \ I I /I� I / // / -SDE SDE SDE
,,
'� \ J \ 1111 1, \ 1 1 1 <� I/ I lit 1 I I f / f 1/ 1 I ` ✓ 1 I/ // / // // / PROPOSED STORM DRAINAGE EASEMENT
N / / \ h I IN I I a J I �f I I I I I / / I f I }�/ 1 / / /
I �� I I I I 1 I I I I / / / �� CURB: 0 100.50
\ \ `880 O \ ; \ ' \'� ' ' �' / 864 ' �' I :101 I I I I I I I I I I 864 / / // / / / PROPOSED SPOT ELEVATION(AT 100.00
\ I I� I I I I I I I I I I I I I / / / ???
7
Q \ \/ / \ \ 1_-L 1 �_ I Imo' 1 1 I - I 1 1 i I I v I I I I I I I I I 1 I I I I / / PROPOSED SPOT ELEVATION(EOP) o
/ I 100 00
-17
_L_ _i__LL_i_ L�--1� _i_�__t_i__L_y 1__LL-L__�1_ �L_ _ L /
/ V \ •• _ � 870 / ���� 855 =� � / / // / 1// /\ \ / I, �� 875 \ \ I I / / �_ : i %// / // PROPOSED JUNCTION BOX(NCDOT STD. #840.31) •
o 885 CB-C2 \880 / / 1 / - - /
o � \ Illi.urlio O / / / I / / / 845 f�/f� / / l�O/ / / PROPOSED CATCH BASIN(NCDOT STD.#840.02)
1+� \ I / GRATE:870.50 \ h / / / / / / / / •
I /s� GRATE.870.50 y° � / /----- -- N \ \ 7
I / / m r`1
N \ \ / PP,,,, / / PROPOSED DROP INLET NCDOT STD.#840.14- / / I \ \ �P �, / / , / 7 I I � / / / / / / / / 1 /( / / 2 / 7// / // / / // / ( ) 11111111 m m Z o-
�, - \ \ \ I01 III / / A / ,'o I ( / // / / .o / U U u� ,w
3 \ \ 1 / / 01 \ / / / / / / ' i 1 i / / // / / / r ` PROPOSED FLARED END SECTION(CLDS STD.#20.23A) Q Op
�� / / 1 / / III / z
_ \ \ \ \ \ / ,-----
7 / / / l / // I I l / / / >� / o / / GENERAL GRADING NOTES PROPOSED OUTLET STRUCTURE(NCDOT STD.#840.04) •
i- - 17L
\ \ I I K s` \ \\ \ / / / / / / / / / / / // Co/ `CD / t0 I I l / / / % r/ / 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO
I START OF CONSTRUCTION. PROPOSED HEADWALL(NOT USED) )
O qt890
\ \ I 11,1
\ \ / z __________
/ / / // / 7 ( I / / / / nj / / \ 7 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH
m \ I \\ / / / / ( / I / / CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE s.��•_.' 4,
m \ I i \ / / / / // // / // //// / // / 1 / / / / / I / / O / CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND PROPOSED RIPRAP APRON(CLDS STD.20.23) vita,'
c� OTHER ACCUMULATIONS. ��``
N \ \ \ 111 \ \ I _ \ \� , , / / /i /// / / / // / /0,7 l l l I T �`� ��
o
� 1 I I / \ \\ \ \_____
- \ / / / / / / / / / / / / / I // // 3. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOOD WAY (�w s� \ ` \ \ \ 1 \ / / / / / / / /I O� / / DISTRICT
FRINGE BOUNDARY LINE OR ELOOD WAN DISTRICT
SED BYTOHE FLMEDT p \\ ;1� �'\ \ \ \ \ .• \ \ / // // / �/ , / U S SU J C O S C O S 00 c
\\ G , ,) • \ O \ \ \ \ \ \ \ � // 7 / / / // � // i I d WAY REGULATIONS OF MECKLENBURG COUNTY. U
ct �r \ / \ 5 / / / / 1' / O / 4. THE CATAWBA COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THEMI
o \ 1 1 ) I \ \ \ ��1 � � \\ \ ////// /// / / / / / �/ / STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT DRAWING INFORMATION
r /
O \ II / / ASSUME RESPONSIBILITY FOR THEM.
p w \ / / \ I I I / \ \ \ \ / //
/ / // /////
// // 5. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT Z N
oo `1 \ • �/ \ \ \ \ `��• /
\ \ //// / // / / /� � / / �7 PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, - K,
S \ \ \ 0 \ \ O T f / / / 2;:7_
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. cn `�"Li.,
ZO ao DER * \ \ �� ��-J / 5 J / / / /�/ / 1 p3 areRM RT �� I I I \ \ \ \ \ \ /i/ / / / / / 7/ _____ 6. ALL"STD."NUMBERS REFER TO THE CATAWBA COUNTY LAND DEVELOPMENT rt
N
z \ \ \� / / \ \ \ / / / /// // / // / // 7 STANDARDS MANUAL.NCDOT STD NUMBERS TO BE USED INSIDE NCDOT R/W. ;iPpI / ! _/U 2� �` \ /Q4bt()N
�V 01 -� N / / / r0� / ` / /�//(f0 // 7r 0 THIS DRAWING IS THE PROPERTY OF
Y / Ii / \ / / 7/ 7 . NON-STANDARD ITEMS(i.e.: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE
I- ` c \ \ \ / / COQ2 �� Q>� / / / // / / 'Cr 7/ BURTON ENGINEERING ASSOCIATES AND IS
\ \ / ♦ / /�/ 7 RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH Know what's below. NOT TO BE REPRODUCED OR COPIED IN
THE(CHARLOTTE D.O.T./N.C.D.O.T.)BEFORE INSTALLATION. Call before you dig. WHOLE OR IN PART.IT IS NOT TO BE USED
z7, \\\\ �` ��� 'I� / ,� \\ ��/��,`� \ / \ ' / �c / / / /// 7 ��/// //// ��( /// 7�� ON ANY OTHER PROJECT AND IS TO BE
11 \ \ _ V\ �\ \ / ° / 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT RETURNED UPON REQUEST.
r \ \\ �� f/ \ / \Tir / // Z 7 /93 / �3 / / PROPERTIE . WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
Q \ \ \ �� \\\ \ \ \ / / // / ���//�// / PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. PROJECT NUMBER
g \ \ I Oj �------- 1 / //, / // / 9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE 60 0 30 60 120 240 _ _ p
Lug
\ iL\� (1 1 \ / `� •,_ \ \ 0p Cps`. ',\. _� / / // / �/ / 7//// / STORM WATER CONVEYANCE.BUILDINGS ARE NOT PERMITTED IN THE POLO I o
\ \r\ I O \ \ Qf �b� // / / / / EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW
o_ /i \ 4� �4 G ♦ � _ �6b 7- / / // // OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
Ci<V, (C \ I ) 1 cb 55 \ U�7 / / / / / / „ IN FEET) C300
o \ \J \ \ cb� \ V I �� �// /i \ I j / / / �/ / / 10. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE ON
I i� / / ) \ 4• ,\I I I `\(-) _ _ - / A� / _ _ / / _ / /,O /� /A / / //Z THE CURB.
I inch= 60 ft.
th: I Sheet 7 of 18

- - --
.3 )177) 0o� o� o� �-�er1 7 T �--'o,��1.�,- -_ _ .� -- -6,, ,1 ,1 j
_- -- �- •- =ni- GENERAL GRADING NOTES
•
I I \ \ I I / / N \ \ \ y ■ 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO
I , I 11
) - I I / / / 1 / / / / / / / \ N \ N
_\ \ \ T■ START OF CONSTRUCTION.
Z . Mij
FES F1 ,/ ,i"I GRATE:863.42 / I I J / / / l / / / _880-� \ \ \ \ - - \ \ \ k 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH
NV:855.82 I / I / / / / / / / / 875 O•. N \ \ \ Z ■ CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE
II / / / / / / / / - \ \ \rn ■\ CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS,TIMBER,JUNK ANDEIF
OTHER ACCUMULATIONS.
i . If / 870 870 �, ■
- / \ m
1g i I ]III (/
I / / / / / / / / �\ - - � \ m Tr 3. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOOD WAY
/ DISTRICT FRINGE BOUNDARY LINE OR FLOOD WAY DISTRICT ENCROACHMENT156LF / / / / G \ s _ 4
BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODB U R T O N
15"RCP @ 0.76% II / / / / / 8 70 /866.90867 ��v40 6 40 86�-0 m �7 WAY REGULATIONS OF MECKLENBURG COUNTY.
/ / // / � 0 \ ENGINEERING
♦ � c4. THE CATAWBA COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE
/ / / / / / ♦ ♦ . / / 867 / / 867 \ 867STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT
/ / ,� ✓1 \ \ ASSUME RESPONSIBILITY FOR THEM.
11 1 7 / ♦ ♦ p D D A D D b A yt• D A D p D D Db D
I \ / ♦ ♦ v D D \ -- - \ 5. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT 5950 FAIRVIEW RD STE 100
coI I " / / / / / / / /� N \ \ D \ • PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, CHARLOTTE NC 28210
1 1 ♦ ♦ / / / / �_ _� \\ \ \ \ \ ■ PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
1iii\Nr,--,- ...„.__________________ / / / \ \ \ \ ___ - \ - - - \ \ \ \ (T) 704.553.8881
_ \ \ 6. ALL"STD."NUMBERS REFER TO THE CATAWBA COUNTY LAND DEVELOPMENTburtonen ineerin .com
FES-F2 I IgoG / / / / - \ \ \ L STANDARDS MANUAL.NCDOT STD NUMBERS TO BE USED INSIDE NCDOT R/W. g g
/ / 9.bo / / / / / \ \ \ FIRM #C-I 157
I 'll'
I'� / 8 .50 / / / - \ \■ 7. NON-STANDARD ITEMS(i.e.: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE/ / / / / / / / / \ \ \ \ \ \ RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH/ I i 11_ . - rAfrif
/ / / / / // / / / / �� \ \ \ 0, \ \ \ ■ THE(CHARLOTTE D.O.T./N.C.D.O.T.)BEFORE INSTALLATION.7 __ / \ ,____ _
__,____
\ 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT•
1 e �A �� / / •� Fw :\C W W W W WSW / W �w869 w W \ W \W �W W 'W- W\ --W\ w w , w W�VN_ \ W W PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, Z�Q� 'I'y..7
►/ � 6.( / / / / / V69 \ \ \ \ \ \ \ PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. SEAL r 1
/ 7:01 \ /� �► \ ■ % 12557I I / 7��I ° / / / / D/ D D / D D C' b I D b I \ D '� �p ■ 9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE 0,• _/ H D / p DT i / 1 ► / D D D D D D STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE �NGI NE•°•• �D Do
�' / / / / •• II / I / / / / / p / / 0. 4/ D ° \ b D \ \ \ DDD °\ D \ \ D ■ EASEMENT AREA.ANYOTHEROBJECTS WHICHIMPEDE STORM WATER FLOW ����� ••••. ���I I ► D / D ° D D \ I I b ° ■ OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. • �yJ %� 'L�
/ / / / ° Jnb / D -`,1 \ D ° ° D D I D ■ 10. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE ON �' ��I�/ DI-B19 / I Iel
•.i 0/ � / / / D ° /° DA \ \ \ D\ �\ \ D� \ o I °
El I GRATE:871.96 �� / -�' '. _ / Ii D p D / ° / \ b \ � 870 \ \ \ ° \ D D \ D THE CURB.
e.
IC II 870 I / /D D Db - ° ° \ D \ •• DD b \ \ D ° ■
%;--\` I ,C":�' 874 'I D •• D ° b / D/ • A D \ ,Ni,
p °\ \ \ \ D \ \ D I. \
�I 1 II I��' •„ _, ______ / \D / A �� / ° Aga A p b Jt>‹?- _,A
Dp D ° J \ A it
11/1 iltIllI \ ■► 871.9 h � � \ f � � \1 /� / / / / / / \ \ \ \
\ O !ij
872.46 / / / / \ \ \/ / / // / � / \ / / \ 06 \ \ \
ll / i l / / 8 \ \� I / I / / o°' / \ \ \ \ \ \
// /I �� o "11
: 3.9 tit-
874.46 / / / / / / / / / �� \ \ \ \ \ \ \ \ \ \ \
1112 l 1 / / / /
/ - \ \ j! \ I \ \ \
1 I / I / 874.0G :7 .40 / / / / / / / \I / I cPj .,�(��r►� �1[' i /.04 I / / I 1 / /I / / 9 I / I _ \ \ I \ \ \ I \ I }\ \ \ \
/// I J / II ri �� \ 1
/I I / / I / / / ��\' n�I 8�3.54/ / / / I / / / / / / / \ \ \ \ 1 ■
bij 7 ° I / / / \ \ \ \ \ II I I
111 ,/ / / / l / I l / 7 - \ \ \ I
/ / / / / / I ° I / I I \ / / / / \ \. \\ \\ .\ \ I I
11l / / 1 , I I I / / / / \ \ \ \ I I
I oI [ j /
/
II/ I III / / / / \
/ DI-B2U / l N 1 / / / / l / / / \ I 1 / / 1 1I / / I 0 S ED
III I I / / / / / �' ° III I III / / / / / I I r / / / tY/3.03 ° 1II 1 / / / \ I
� JII / \ % \ L
I I II I I I I ) I / / 4 I / I I Ir1R / I I
I II / / I / / j 1�73.54 I-1 / - • / / / / \ I / I \
//I TI I I ��I-I�874.(�4 I r I I / / / / / / I I I • 17 \
I I / 73.40 I I I / / / / / \ I I I I 0I
I , I I, / / //'
I / / , I / I I I
All/ •:I�1 '" // �> 8�3.90I / / / / / / / / / / \ I I \ I I I
, I I I / / ,I� 8 3.40 / / / / / ) / I 1 I
_ � / / II ' II I / I I / / / / / I 1 I. I \ I
o / / v� II74.46 /
/ /� 1 111 I I I / I / / I lay \ II I I \ �
-/ / / - 1 - I I 1 \ \ \ \ Q
alik forI / / '' 1 I I I11 I I I ' 1 / 1 /- 1 / 1 I z�� � /� I I I / >>/ / I1 / / / � o I560,1
\ \ J Z
/ / / / / /873.90 I ( I I / / o I I \ II ° Q
/ / / / 873. 0IIIIiI / I \ II I III I I \ \
ibt,
�� / I / I I / / I 1UQ 0-
tr
D/B21 / G / 874.46 I I I I 1 / \/ I I I I I U
�� •' / / GRATE:871.12 I / / / / II 874 04 I I / / \ I I I II \ 7•
= w
/ // 1 I / � II - / I- )C-1-1\ \
\ 1/ / / i2 f / I1 I. \ 1/ / ! 1
�� / / , I I / / T III I l l \ \ Qo/ / / / II % \ � � � I I1 I l � l / II I \ \ � zQDI-A22/ JI l \o . / GRATE:871.21 �� °n / .• / / / I I I I / I / I O I \ \ \ \ U = I
r / �/ � / / / I / / 1 / rn \ \ \ Woc �Lx..)‘ /CO / / / / ► ! l l 111 ll\ l II / JI \ \ \ ; z QH
00 lit / I _ 1. / -
U v) U
/ , �� III w w 0, 11� / llIII - ° / } / } \ V :'t• } } Q O
/ �/ / / u , / / / //
/ / I I / / I \ \ I / < Z
/ �/ _ / mill �r ;. / / / I I I / I / \ \ 1 / W m as
/ / / �I/ / I e,. . ,� / I \ \ / / /
/ ,I / / IO / O
� / , 1 - - Q/ / 1Imo • -
ci < o0 Lc{/I /7
/ / / / iii I / I - I I a�4.o� / / / / / I I I / / / • Q
m , / /, I�� 1 - / / / / / / I I I I / i I / I / ) I 1 I I 1 1 I J z
/ / «� / �/ / ���/ III �, 1 / h `/ / / / // / I / - I / / 14 pi Q
/ � ; / / / I � � oo A / / / I / / I I / I / I IY I / / I ) II11I I7 / :/ oc
/ ,l =J / / / / / / - / / // / / - l 1 1 I
/ / / / � // ._II)
it / // 2 / / - / / - I - • 1 1 1 - z
11 DI-A21 / I / / / / / / / / / l / / I 1 /
/ Z
GRATE:871.21 / 11 I J / // / / / / / / / 1 /
` //1/,/
ail - N� / / / / / / / / /
I / / / �� : 3.91 / / / / / / / / / / /
/ / / / / I Ij' '
L 873.40 / / / / ✓ / / / / / / I I I I
1 /
I / � / / / / / I - I / / / / / / / / / / / / /
I Cl)i 874.46 / / /
//li / / / II / /_ . 1\ / / I / I I 1
i / s / _ , - � III , / / / / / / / / I I
w A I / CO / / / I // _�_ I / / / I / I I I / / I - I , I / /
/ / /
I
III / // / / / / ) 1j- I / / /
/ l / DI-A20 l 'l l /`� I / / / I / / i. / / / / / / / / / /
/ / / •,; / GRATE:871.21 / \I-
I °i / / / T l l
w o / I / / .I ,, I I �, / / o / / / / /
11 / \ Cill 1 /
I \ / //
\ I / / / Cbsb / / / / / /
/ • I/III
/ \ o s744 / I / / / / / / GRADING LEGEND
I I \ I I I H / / /
d �� / 1 i A 0 \ \ co \ \ I / I I / II / I O �99
\ \ \ , I1 / / / / / / ■
4.3
( / / PROPOSED CONTOUR 1OO
N / / / I \ \ �� �\ \\ I \ s \ \ / I \ / / / / / /
0cNi / / / / 1.90 874.04 \ 6� I / / / PROPOSED LIMITS OF CONSTRUCTION LOG--LOG ,
�,j / •�' / / / \ \ \ \\ 87 .40 \ \ ✓ I I \ < / / / / PROPOSED STORM DRAINAGE EASEMENT
I -SDE SDE SDE
/ /
cN1 / / \ \ \ , \ \ \ \ \ \ / / / / PROPOSED SPOT ELEVATION(AT CURB:TOC/BOC) 0 100.50
/ I \ ; ® I \ i
/ / / 100.00
I ( \ • \ /
///I/
\ / \ 874.46 / 100.00
0 \ \ / PROPOSEDSPOTELEVATION(EOP)/\ \ / e\ (// \s \ \ ��` i�� U 1' D D \ v - _,�\ D D , D , A - \ , i
�� 1 1� r c� / / / 1 \ \ / \ \ -F \ . �a�___,,li \ .` DD ° ' °= b ° D / b Ib DD D \ . D ° D D / / ►�=' p f PROPOSED JUNCTION BOX(NCDOT STD. #840.31) •
Z / // //
I / \ : .14 D \ D h D / D \ p D \ ° Db\/ � -1 \ D / D \ / / DPROPOSEDCATCHBASIN(NCDOTSTD.#840.02)ci // •• I / \ \ / \ \ �� \ \874.36 I�' \ c 870 \ D D ° ° D / p • \ d 870 \ \ p D \ \ D ° I b D V ■�
\b D p b/
aII // / \ ` `� I D \D D ° b D D b° ` <� D D A ( D °D ►. ,1 \ \D b p b D ° D / ° D PROPOSED DROP INLET(NCDOT STD.#840.14) 11111111 pp pp pp°� O
/// (I /
�/ \ / \ \ 872 I \ \ g'12 D b \ D \ \ D D / ° / D p b \ D b I 1 p D 1 1 D I �' I / D t Z o%
3 l // ;; / \ \ \ \ DI-A19 \ D \ D D \ D D b DD D D D \ °b D \ ° D D \ 1 D / �/ °/ D ,Db ■ PROPOSED FLARED END SECTION(CLDS STD.#20.23A) U U U U p
o // f' o / \ \ \ / \ GRATE:871.98 \ \ `�\ �� ° D \ b \° 'K D * ° D D ° ° b D b I D D I Al ) A d �/\ / T 0 w 0 0
a / /� I \ \ ♦ \ ` \ \ I 1 �' / / ■ PROPOSED OUTLET STRUCTURE(NCDOT STD.#840.04) •
w / / / \ / N- W ,I00 CO , W W WT-W W� W W - i i ., _ W / / / ■
/ / I I l \ \ \ CB-A17 \ CB-A15 CB-A14 I I CB-A13 / / / / �•■ PROPOSED HEADWALL(NOT USED) )
1- /( /4 /Ce I I / / h \ \ \ GRATE:867.15 CB-A16 GRATE:867.15 I I 1 / / CB-Al2 /
a / I / \ 0 • GRATE:867.15 GRATE:867.15 GRATE;867.15 GRATE:867.1� N
\ S I \ 3 / / ■ PROPOSED RIPRAP APRON(CLDS STD.20.23) ��X^��
d II ✓ / / � I \ / \ o \ /
co P �/
N \ \ \ 868.40 \ 868.40 868.40 868.40 868.40 / 68.401 86W '� E
O \ � 867.90867.90 867.90 86790 ;.6790i� 867.90 g,1�0UII � II
• ti
__
o I�yO � I / \ 870 `\ \ \ 0 • - - -
0
\ / ^ I I I I U
Ii
I / / / / I I I I ^ / / / --
_ _ I\\ . 1 �\ / ,/ 1 I �/ ,� ■ DRAWING INFORMATION 3
el ot
j \ 4IT
/ /d III \ / / td
- \ \ \
Yo i
I / !� I 03 i +� / /� \ \ \ �li S I°� S i 'S vS S -I� SSa SS SS�--Q pS S S S / ISS S,v
S y SiSYc-i-cfs/ / �5 / S I S I I si ii I ,, ( ,1 SE . , Z o
0 / Ili 417 \ \ x \� • / III I 1 I I I I I I I / i I ,/ i , O�/ M
Ce
z \ cP --'' \ \ 7 I 1 II # \\
I-
/ \ \ �� 1 I I I I I I I 1 I 1 1 1 I yrf, Nw tiI/Ci
o \ \ ♦ \ " \ ir__ ----1----1----I-- -I----{----I----I----I----I----I---�---�----I------�----I--.z-�----I---_±, ---I--�-'---1--- -I--- ---I----I----I-- -I----I--�-I----1----I----I----I4±-- -I-- -I----I- -FI--�I--- -I- C71 ceLLI
J / \ I -r �- 1 1 ,1/ 1 / 1 1 1 1 1 -- 11 �- 1 �- /- - 1 /�\ / ii,
I �I I I I / / ■ ��/ THIS DRAWING IS THE PROPERTY OF
11\
U \ / I \ \ 1 I I 1 1 1 I I 1 I I I 1 I I .:7
/ /744
/ \ y// I I / I I I I I / I I / ) I I ■ BURTON ENGINEERING ASSOCIATES AND IS
II / ' \ 867 1 \ 1 I ' /' I 1 �/ 1 / / 1 / 1 / 1 / / Know what's below. NOT TO BE REPRODUCED OR COPIED IN
I/ / '\ / I \ / I 1 I I / I rn ■ Call before OU dl WHOLENO),R IN PART.IT IS NOT TO BE USED
I Y 9 TRUE NORTH
of I I- / , \ \ \/� / \ 11�1 \ \ \ \ I I I / / / / I / / / I / ON A OTHER PROJECT AND IS TO BE
d / \ \ 74 / ` \\ / �/ / iii RETURNED UPON REQUEST.
r I ,y / 1!*;.
I \ \ 1 \\\ \ N / \ -I pvi, / /' / X /m�/ y '/ PROJECT NUMBER
z i oF' k / \,���@ "' I \� T / / r� 1 / ,I / / 1 i / / l I Y l / l = /
1 -� I I \ �\ > DCB-A18 I \ \ +�___®�' 1 \ 1 /'� y i /i / i i i 1 �i m ■ 40 0 20 4o so I60 - -
I \ / o \ N / / / / I I l P 020 2I8
w I / 1 GRATE:866.50 / / I I I
a 1 0 \ / \ V V i \ oo \ \ 866 / / / / I o
/ \ � ,�� o ��, \ \ N _ / � / / / / / / I I III N 1. C30 I
0I I / i `/ \ / 7 \ \ 00
\ \ ` / / / / / / / I (IN FEET)
1 i /l // \ \ I \ l ,l \_ / \ I I_I \1 1\
\ \ \ \ , / / / / / / ) l I 1 1 / .I I I I I inch = 40 ft.
a 1 _ / / / Sheet 8 of 18

� n , _ - • _ _ _ -Do ,.,ye. ;� SOT - • - � �T - oo7ol oi��JUI \., \
-57+ DRIVEWAY INSET GENERAL GRADING NOTES
�I ■ I I / / I I _ \ _ \ - - 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO
C) ■ I - - - - \ \ �� �= I y / / �� I I I I / I / I START OF CONSTRUCTION.
/ I ! / / 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH
• :1 :t
-\--r t- \---
I I I \ \ JB / / / / / l ji
CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE
■ 860 I )
\ GRATE:839 iMid--- „
/ I / / CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS,TIMBER,JUNK ANDEir
\m ■\ \ \ \ I I /� (V / / \ / / OTHER ACCUMULATIONS.
3. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOOD WAY
-_m ■ \ \ \ \N \ \ \ \ \ \ G / / \ / DISTRICT FRINGE BOUNDARY LINE OR FLOOD WAY DISTRICT ENCROACHMENT
2 .� - - - - - - n- - _ \ ill I I i �j / / / / BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOOD B U R T O N
m ��4 86 40 867.40 or 867.40 �i \ / WAY REGULATIONS OF MECKLENBURG COUNTY.
�6.90� 866.9 \ 866.90 866 9f1 8 ♦ \ \ 1 I 00 I •.•� 874.46 \ , /
Z------------
E N G I N E E R I N G
yw \ \ / 67 I. JB-B2.1 ` \ \ 4. THE CATAWBA COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE
o \ \ 867 �� \ \ \ GRATE:850.00 1 \ �` I 874�4 \ \ \ / STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT
\ \ \ \ 855 \ 11\
Ilk*
I \ II I I I ASSUME RESPONSIBILITY FOR THEM.
\ p \ D DA ° p b D ° I :a0 e� \ \ \ . \ - • - 5. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT 5950 FAIRVIEW RD STE 100
\ =- =-IMAIME i \ PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
CHARLOTTE NC 28210
■ �� \ PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
• \ 2 I A0, �\ \\ \ s"6+ \ (T) 704.553.8881
\ \ / - / 1.90 874.04 \ / 6. ALL"STD."NUMBERS REFER TO THE CATAWBA COUNTY LAND DEVELOPMENT
\ \ \ I STANDARDS MANUAL.NCDOT STD NUMBERS TO BE USED INSIDE NCDOT R/W. bUrtonengineering.Com
\ ■ \ / �� = j - - _ = = $ o = = = �_.' \ \ 871 ao \ \ \ \ FIRM #C-I 157
\■ \ \ \ / / 868.70 �� \ \
\ \ I 873.9p 868 20 868 20 / • \ ,.� co 7. NON-STANDARD ITEMS(i.e.: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE
/ 873.40 / s�� ,� `: RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH ######,
\ \ \ \ / / / ♦ ds )N ` \ • c, \ THE(CHARLOTTE D.O.T./N.C.D.O.T.)BEFORE INSTALLATION. , CA ��.•
/ / ......... Z ##
\■ \ \ \ \ \ ot
. -- �� :- -- ----- -- I 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT SS/
w \ w / / IPPIWI711111r.:
870 / \ ♦ 0� ��� �� 0 1�ai�. ,ilia` ► \ D pPROPERTIES. WHEN FIELD =O:�°F oti•�•7'•
:
\ \\ ! W�W�W W W�W W W W7 W W W W W W ,, W / W W� V\/\ \ 111111 , \ I / \ p / b PERMISSION MUST BE OBTAINOED FROM THE AFFECTOED PROPERTYIOWNERS. SEAL r•.
•
o v I ° I� D D �•\ • 1 ♦ s74 �4 ° D b \ D A / 9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SDE IS TO PROVIDE 12557
■ \ D ° \ AID. D Db /° / h V 0' \ °$7Q D D STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE : �. :� O=
11
cNG I NB`.• '� .
D \ ■ D b\ ( b p p I p A. D p /D Dp 872 / / / / \ �\ k Cb \ �� ` \ \874.36 I \ D D \ p D p D p/b p EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW ����� • •� ��
° D D D b / D b / I ` , CO �I D D \ p p D �� �` D OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. 4� isc T �J ss.• Q'L.0
\ : \ D I D I I I ° D b D I p / CB-B3 ` \ b \ p b ° D / D ,............ l , 3
\ ■ Dp \ D ligli
D b ° p b D ° b D p D / / GRATE:867.3 �I \ 872 11 07- 11
° p \ \ D\ D D D p b 10. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE ON ��I�
P \ 8 �� CO ° p • /870 DI-A19 \ IL, \ D D \ b pD / THE CURB.
\ D D pOC6
D D D ° D bp° D / / ail 871.98 \ \ \' I•\ D p \ b p D
\ ■\ ► °\ II LO
'� ► \ D\ = D\ D J � D I D p J / / / / 8 8 20 0 0\ \ co W W W w W W\ tV \A-=
-- -- -----•------- ---
- -- - -- - -- - -- / / - GRATE:867.83 - Y \ \ \• \ \ CB-A17
\ \ \ \ \ \ \ I �rj /1J \ Ill
\ GRATE:867.1`
` ` I I I / i \
\ \ \ \ I' ' \ , S , , • \ \ 868. \ 868.40
1 \ I I I \ \ 867.90
1 \
III \ \ � 1 \ III
\ ,
I 1 / / , , ` , - * III \ 87 - - - - -
\_ . \ \ \ \ \
1 1 II \ I $ \ •� )1\ _ -rI 1 I I \ \ I I \ I I s ,\ •
I \ I / / CB-D2868.70 �II \ I
• i _ i _ ( __i_____
I \ \ \ r / / GRATE:867.83 868.20 \ �IIIPPIIIIIIIII-ji
_ � ,I I \ \ \ \ \ \ \ \ / 1 0110 \ \ \� • s iA� .sal--sus S Gss ss� lss p
• III I
I \ ctr
11
\ \ \ \ \ .\\ \ \\ \\ \\ \ \ \\ \ /\ . \ , 1 1 i / I Dh \ \ !` , , 7 I11 ♦ 1\
I
\ - '-------------------- .....ce5)`P
I
7 . \ t
/
\ \ �\ \ ` ( I / II - \ \ \ 867 -T-
N' I I
I 1\t6 \ \
I\ I I I \I \ I I I \ \ \H / I/ \ \ \ ,�\� \
\ \ . I - I I - � TNIN
\ \ I I I c $ >_,./1/1/
\ \
I I \ \ \ \ \ I I I I \ I I / I / GRATE:866.50 \ /
I I / / IIII \ \ 866
I \ \ \ \ I I I I I I 1 I o �6 \ _
\ \ \ \ I I I I I I I I �, \ \ / / I \ \ Q
1 I \ I \ \ / - - Z
\ \ \ \ I \ I I I I I I \ \ / � I \
\ \ ; \ \ \ 1 \ I 1g I 11 I 1 I I 11 1 11 I \ \ \ -� / ) /I z
\ \ \ \ \ I I I I I I I I \ \ / 1 \ �\_\ . \ \ \ \.
K . NA V 6 r3-
� � re = w
\ \ \ ` \ \ I I I I I I o I I T \ \ \ \ sso \ �\ N 1 1 1\ I / I Ill (2)10 / / lig:( C6 I I I 8, Iiiii.. F- ZZ T
\ \ I I I I \ \ v'�' \_ I 22__,L__ I I I i
1._ _In
I I I \ \ I I I \ �, 865 Z Q H
\ \ I I I I I I I I I \ 1c eI . ,,,f . I I \ I � 8 2.10 I * � � yr. _ 870' O o
1 �I I� I 1�`1 % - � I •, I \ 1 8 1.60 \ / I .. '� U
1 1 I I I I I I i I I ) )LC5 \ k
87 / U O
1 ) * / I \ 880 W m V/)
I I I / i ,
I / GRATE:870.50 CB-C2 i I \ \ QI II I I II I I , r)...) / / l / CB-C1 \ < . 0
I I '• I / 1 I * 1 : \ I II II� GRATE.879.50 ��� o��� i. / Q _
I q)
■ ) I I I I I I I I II / \ I / / / I/ /
g Q
/ 1/ / I 1 1 1 I I J I I I I I I I \ I
17/ . / I • I I - / / / • / I / / Cb
-A I I / cc \ \ I I \ \
/ I / I I I I 9
I / / / / / / /
I / / /
/ / / / III11 r. \i / / / / / / / \ ` \ I \ \ N / \
p * pp oil 1p \ \ -„ -.. /
I I / / / / 7 / / / / / / / \ I ______
i * •;1
I I I I i / / / / I III I I / / / / \ I \ \ I 1 \ \ \ \1I 11 I 1 / /I / 1 / I / / I 1 I I \
L,,,, 1 I I 1 / / / / I 1 1 I I / / / All I \ \ 1 Alalli - _____ __, \ci / I I I / I1 I \ � \
l I I I l l l l / I I I I / IIIIIIPPIA ` \ \ I \ -
l I 1 / l l / / I I I / 11 \ \ \ \ I
\ \
co
/ / / / / -/ / / / / / II 1 / I 0 .,III \ \ \ N \
l / / l � / / .� - I / 1 I I I I1 / \ \ \ o ` \ \ ti \ \ \thi / / / l l / I I II CB-E1 \ cA / \
z / / / / CO / / / / / / / I I GRATE:867.15 Illip
0, H
g \ \
II \ I/ / / � l to l l / / // / II I I lI \
/ / / I I / I I / \ \ \
/ l l / l / l / / / \ III I /867.90 �I 'III I \ GRADING LEGEND
/ l I / / / I / � II / I / I / I // �,. I I I I I I \ \ \
/ ■ • / / I / / IWIIIIIII1111
\ In \ \ \ \- EXISTING CONTOUR 1-99
/ / - r / / /. i / �/ 1 1 / / / / 1 I I I • \� \ \ \ ��� ' \ PROPOSED CONTOUR 100N / / I I I I \ o \00 / / / / I I II �� \ \ \ \ <9 \ \ PROPOSED LIMITS OF CONSTRUCTION LOG -
' /
� � � / / / / I / / / / I I I ( / 7 / �/ / / I I I � �/ • \ \ \ � / \ \ SDE SDE SDE
Lo / / / I I / O / / / J I I + �k 1 \ \ ,----
\:, , I Q�� \ \ \ \ - PROPOSED STORM DRAINAGE EASEMENT 100.50
100.00
rn / / / / I I / / / I \ l„,,,im-----\l---4-A'''(r-il
v ` \ PROPOSED SPOT ELEVATION(AT CURB:TOC/BOC) o
z / / / / II \ 1 // / / 7A� /6 / ) I i 1 A., / / I I 4 , I ' / • \ \ \ \ \ �/ ill //" O 9/
_ / PROPOSED SPOT ELEVATION(EOP) p100.00
o ce ' D f D p p D it p b ' �1 / / / 8.7 90,�� / �;� i • \ �� / \ PROPOSED JUNCTION BOX(NCDOT STD. #840.31) •
= D - / / / Q, Q�VI /■ p = / / p D b- Dpb / -�) D p / / c�1� I I \ , \ / \ \ //-V J \414\-
o p b / ° / n D � / /pA w / / / / '� \ 1� \ PROPOSED CATCH BASIN(NCDOT STD.#840.02) .D D / p b 0 / A / ° O 1/4 1 mcr, / D LLI
p / p / / 1 \ \ \ PROPOSED DROP INLET(NCDOT STD.#840.14) 11111111pppppp' / / / 7. /p ° 1 4% D (%
DI $72 / / / \ \C9 / / D D / / b I D1 ♦ / / \ \ a0�
■ D ° / p / // PROPOSED FLARED END SECTION CLDS STD.#20.23A U Q
g / / D/ ° / ( ( /° b //K N / I b p D / I I p / / / /, ,, // �s �\ • \ \ w ce O D
Q / / / ill / / / I/ / '•� �� r \ \ PROPOSED OUTLET STRUCTURE NCDOT STD.#840.04
w W W 'p-- �nr...TWV W - ., W W _ r VW W - W W W W W /W 868.41 �, r / •►/ \ I /
/ s67.•�, ., , c� ��,,_ vim G �. `L O
U ■ / / / / / / \ PROPOSED HEADWALL(NOT USED)
8 / /■ / CB-A11 / / CB-A9 / cn / I 870 / f1 .# � ;�(6�� \ �� c2 ` !C�
/ GRATE:867.15 / / CB-A10 GRATE.867.15 I � •�' , \ ts< I \
/ / `5 / ` I \ PROPOSED RIPRAP APRON(CLDS STD.20.23) WA* v
co ' 010
■ / / �GRATE.867.15 / / / / / r / $O / \ I
86�10 / 868.40/ 868.40 ihmor8y.40 / 868.40 I o / $68^0 / /� % / / I \ \ I O \ �_ � e0 8.110 _ 867.WI 867.90 890 867 90 c y �J / \ (]. D I U
IJ , __ '' ______
GRATE:867.15 .✓
3 7r- 1 .v 1 ! 0 \\\
i ' \ kb
\\ \ \ );--; '----
■ I II I I 1 .`:
/ II °�� / / n ) /I�/ / / / / // / / �� / / / /� �,/' I #: V �. raj• / I cb'l `.4, �� DRAWING INFORMATION
3
-I / / ■/ i �- I I Ar 111 / ii / / /ji f 1/� ii / / /. / / / I„iffy�y I I �
/ �' / I I /i II / / / CB-A 7 / / cep �� / `/ t // • /('� U
/ / I II/ III II �f I/ I I V Il / / / / / I I' V �� / I I \ \ �JL;,
III Ss S II �S / Ss SS 1 1 S 1 J sS ss CB-A8 GRATE:867.15 / \ '• \ Z o
o S SS 1 S S 1 li s i i � 0 1 i 1 i /
Y --� / / I 1 �'"/ 1 '� / GRATE:867.15 / / / / / / , `b� �/ I 0. I \ Q M
I I I II �I II I I
V
Fl-
//7// /( '
IN 1 - I CQ I II / ii f I / / / / / / J // I �` // I K \ �-- - rf, oC cal
ffV /
V I / I / I / / / / I / / / I \ HCL "' \ I s �' �a • THIS DRAWING IS THE PROPERTY OF
pLUZ1_ ■ ; 1 ) / / / / / ///// / J
867 // / I )Nit \ Know what's below. BNOTOTO BE REPRODUCED OR COPIED D IS
Z ■ r� / / �/ / CB-A6 I �f st IIN
o m Ei/ / / // // / / / / / / / / / // / k�. / GRATE:867.15 I I I )'� I ` �A°Gh Call before you dig. TRUE NORTH ONOANOY OTHERRPRO ECTOANDOIS TO BED
!,, y> \� �� RETURNEDUPONREQUEST.j / m / / l / l ��I // / / / / / / / / / •' // I 1 / / I / / I %\(
Imo\ \� i \!<
r /m r' ✓ ii/1 / / / / / / / o
x / j
z = /■ / I I / I / // I / 4j0 / / / / / / / I �/e ) // PROJECT NUMBER
/ / / / / / / / 40 0 20 40 80 160 P-02�-2 8
/ / / / /
aLPj / C302
7
o /
I 866 / / / / / /i'z ' / / D\
/ / 1�_ /0,. / , / / 7 // / (IN FEET)
I 1 I I / I / / / / . � / w% // / //. / / /
I inch = 40 ft.
a Sheet 9 of 18

A iSTORM DRAINAGE CHART - NORTHMat
PROJECT: PROJECT ETARC DATE: 08.27.20
LOCATION: 1964 STOVER COURT NEWTON, NC REVISED:
Eir
STORM FREQUENCY (ON-SITE): 10 YR. - C=0.95, i=6.90 020.218
PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED. COMPUTED BY: ChB BURTON
CHECKED BY: CTB
LINE AREA (AC.) Q(CFS) PIPE: ()/a) (FT.) (IN.) (FPS) (FPS) ENGINEERING
FROM TO ROOF ONSITE TOTAL CIA N SLOPE LENGTH SIZE UP.ST.INV. DWN.ST.INV. VEL. VEL.fulI Qfull INLET/RIM ELEV. REMARKS
DI-B21 DI-B20 0.39 0.39 2.6 0.012 0.50 113 15 867.15 866.59 4.1 4.0 4.9 RIM= 871.12 ± 5950 FAIRVIEW RD STE 100
DI-B20 DI-B19 0.39 0.78 4.2 0.50 72 18 866.59 866.22 4.6 4.6 8.0 RIM= 871.21 ± CHARLOTTE NC 28210
DI-B19 CB-B18 0.14 0.92 6.0 4.54 148 18 866.22 859.50 11.4 13.7 24.2 RIM= 871.96 ± (T) 704.553.8881
burtonengineering.com
CB-B18 CB-B17 0.42 1.34 8.8 0.50 243 24 859.50 858.28 5.5 5.5 17.3 RIM= 863.42 ± FIRM #C-1157
CB-B17 CB-B16 1.60 2.94 19.3 0.50 100 30 858.28 857.78 6.7 6.4 31.4 RIM= 866.15 ±
lilt••..
CB-B16 CB-B15 1.20 4.14 27.1 0.50 100 30 857.78 857.28 7.2 6.4 31.4 RIM= 866.15 ± CARO''''.
<�
CB-B15 CB-B14 1.20 5.34 35.0 0.50 100 36 857.28 856.78 7.8 7.2 51.1 RIM= 866.15 ± =p•.oFEss io�,•y,.
CB-B14 CB-B13 1.00 6.34 41.6 0.50 100 36 856.78 856.28 8.1 7.2 51.1 RIM= 866.15 ± - •Q. SEAL r
12557
CB-B13 CB-B12 1.20 7.54 49.4 0.50 100 36 856.28 855.78 8.2 8.0 77.1 RIM= 866.15 ± 1. n % ' 0. .
CB-B12 CB-B11 1.20 8.74 57.3 0.50 100 42 855.78 855.28 9.0 8.0 77.1 RIM= 866.15 ± '•,,TD 8J . �0
CB-B11 CB-B10 1.20 9.94 65.2 0.50 100 42 855.28 854.78 8.9 8.0 77.1 RIM= 866.15 ± ,''''N• Tll``O,I,l3I'�.�
CB-B10 CB-B9 1.00 10.94 71.7 0.50 100 42 854.78 854.28 9.1 8.0 77.1 RIM= 866.15 ±
CB-B9 CB-B8 1.20 12.14 79.6 0.50 100 48 854.28 853.78 9.6 8.8 110.0 RIM= 866.15 ±
CB-B8 CB-B7 1.20 12.93 84.8 0.50 100 48 853.78 853.28 9.7 8.8 110.0 RIM= 866.15 ±
CB-B7 CB-B6 1.20 13.34 87.4 0.50 100 48 853.28 852.78 9.7 8.8 110.0 RIM= 867.83 ±
CB-B6 CB-B5 0.20 13.41 88.8 0.50 101 48 852.78 852.28 9.8 8.8 110.0 RIM= 867.83 ±
CB-B5 CBB4 0.27 13.68 90.6 0.50 100 48 852.28 851.78 9.8 8.8 110.0 RIM= 867.83 ±
CB-B4 CB-B3 0.32 14.00 91.8 0.50 94 48 851.78 851.31 9.8 8.8 110.0 RIM= 867.83 ±
CB-D2 CB-D1 1.10 1.10 7.2 0.50 72 18 863.83 863.47 5.2 4.6 8.0 RIM= 867.83 ±
CB-D1 CB-B3 0.53 1.63 10.7 0.50 100 24 863.47 862.97 5.8 5.5 17.3 RIM= 867.83 ±
CB-B3 JB-B2.1 0.42 16.1 105.5 1.25 70 48 845.87 845.00 14.5 13.8 174.0 RIM= 865.83 ±
JB-B2.1 JB-B2 - - 105.5 1.25 75 48 833.44 832.50 14.5 13.8 174.0 RIM= 850.00 ± * 0-RING JOINTS
JB-B2 FES-B1 - - 105.5 0.35 32 54 829.11 829.00 8.9 7.9 126.0 RIM= 839.50 ± * 0-RING JOINTS
ArSTORM DRAINAGE CHART - SOUTH
PROJECT: PROJECT ETARC DATE: 08.27.20
LOCATION: 1964 STOVER COURT NEWTON, NC REVISED:
STORM FREQUENCY (ON-SITE): 10 YR. - C=0.95, i=6.90 020.218
PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED. COMPUTED BY: ChB
CHECKED BY: CTB
a
LINE AREA (AC.) Q(CFS) PIPE: (%) (FT.) (IN.) (FPS) (FPS) Z
FROM TO ROOF ONSITE TOTAL CIA N SLOPE LENGTH SIZE UP.ST.INV. DWN.ST.INV. VEL. VEL.fulI QfulI INLET/RIM ELEV. REMARKS J
0
DI-A22 DI-A21 0.38 0.38 2.6 0.012 0.50 108 15 867.29 866.75 4.1 4.0 4.9 RIM= 871.21 ±
Ce
DI-A21 DI-A20 0.38 0.76 4.2 0.50 108 18 866.75 866.21 4.6 4.6 8.0 RIM= 871.21 ± U U
DI-A20 CB-A19 0.39 1.15 7.8 0.50 70 18 866.21 865.86 5.2 4.6 8.0 RIM= 871.21 ± li I (I
DI-A19 DCB-A18 0.14 1.29 8.5 1.29 260 18 865.86 862.50 7.7 7.3 12.9 RIM= 871.98 ± Q v
O W
i_ HU Z
CB-C2 CB-C1 0.20 0.20 1.3 0.50 28 15 866.75 866.61 3.4 4.0 4.9 RIM= 870.50 ± UNI pC It
CB-C1 DCB-A18 0.17 0.37 2.4 2.60 196 15 866.61 862.52 6.2 9.2 11.3 RIM= 870.50 ± w Z Q
o o Z
DCB-A18 CB-A17 2.60 2.97 19.5 0.50 138 30 861.50 860.81 6.8 6.4 31.4 RIM= 866.50 ± V U Q
CB-A17 CB-A16 1.00 3.97 26.0 0.50 100 36 860.81 860.31 7.3 7.2 51.1 RIM= 867.15 ± W `.° pap
O >
CB-A16 CB-A15 0.88 4.85 31.8 0.50 100 36 860.31 859.81 7.6 7.2 51.1 RIM= 867.15 ± mmii > 0
CB-A15 CB-A14 1.00 5.85 38.3 0.50 100 36 859.81 859.31 7.9 7.2 51.1 RIM= 867.15 ± 0 F
CB-A14 CB-A13 1.00 6.85 44.9 0.50 100 36 859.31 858.81 8.2 7.2 51.1 RIM= 867.15 ± W () Ce
CB-A13 CB-Al2 1.00 7.85 51.5 0.50 100 42 858.81 858.31 8.6 8.0 77.1 RIM= 867.15 ± O. Z 0
CB-Al2 CB-A11 0.88 8.73 57.2 0.50 100 42 858.31 857.81 8.8 8.0 77.1 RIM= 867.15 ± 0
CB-A11 CB-A10 1.00 9.73 63.8 0.50 100 42 857.81 857.31 8.9 8.0 77.1 RIM= 867.15 ±
LU
CB-A10 CB-A9 1.00 10.73 70.3 0.50 100 42 857.31 856.81 9.0 8.0 77.1 RIM= 867.15 ± Z
Z
CB-A9 CB-A8 1.00 11.73 76.9 0.50 100 48 856.81 856.31 9.5 8.8 110.0 RIM= 867.15 ±
CB-A8 CB-A7 1.20 12.93 84.8 0.50 100 48 856.31 855.81 9.7 8.8 110.0 RIM= 867.15 ±
CB-A7 CB-A6 0.20 13.13 86.1 0.50 89 48 855.81 855.32 9.7 8.8 110.0 RIM= 867.15 ±
CB-A6 CB-A5 0.28 13.41 87.9 0.50 100 48 855.32 854.82 9.7 8.8 110.0 RIM= 867.15 ±
CB-A5 CB-A4 0.55 13.96 91.5 0.50 99 48 854.82 854.32 9.8 8.8 110.0 RIM= 867.15 ±
w
Q CB-A4 JB-A3 0.49 14.45 94.7 1.25 111 48 841.39 840.00 9.9 8.8 110.0 RIM= 867.15 ±
I -
o
m CB-E1 JB-A3 1.10 1.10 1 7.2 1.00 63 18 842.63 842.00 9.9 8.8 110.0 RIM= 867.15 ±
o
I-
J
I
w JB-A3 JB-A2 - 15.55 101.9 1.25 110 48 830.38 830.00 14.4 13.84 174.0 RIM= 848.00 ± * 0-RING JOINTS
z
JB-A2 FES-Al - - 101.9 0.35 57 54 830.00 829.77 8.8 7.9 126.0 RIM= 838.50 ± * 0-RING JOINTS
Ar'
N ADA PARKING ENLARGEMENT 1"=10'
0
NN 874.04 874.04
N
873.54
N >< A A \ �- _ �A A A � A
873.54 1
w \ o -1:12 -1:12-
\ 873.90 N . az3.40
10y-
TAPER CURB - Z - - /
FLAT OVER / 873:90
_______,/
r) O
o \ -2% MAX- 873.40 \
/ ---
I m O
\ \ /--________.
CO 00 CO
/ &
7w
\ \ Z ON
Zi --___..... & /// C7 , co Q
6 J
aow \ 873.03 \ o_ w 0
w \ \ \ _ / VAN � 1� 873.03
o_ \ \ \ \
c
00 \ \ \ \ N \ \ N
O \ \ \ \ E
\ O
w c
0
O
U
wal
DRAWING INFORMATION
N u
Y Z o
0 O M
Z cri w Oz Q oc N
w
z ��p D
U THIS DRAWING IS THE PROPERTY OF
H BURTON ENGINEERING ASSOCIATES AND IS
Know what's below. NOT TO BE REPRODUCED OR COPIED IN
o Call before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
ON ANY OTHER PROJECT AND IS TO BE I
RETURNED UPON REQUEST.
}
CC
a PROJECT NUMBER
40 0 20 40 80 160 P-020-2 I 8
J
w
ct
0_
C 3 0 3
0 (IN FEET)
I inch = 40 ft. Sheet I Oof 18

1 li j
3�11.1 \7 01" �0- o� 1 o1- -- �sT T :4Z/--
col_ o1-01�_ 01..o _0]_-- T _-_ 50 _ -00T=OoL _ 9e�_ _ 7 O_n •
CONSTRUCTION SEQUENCE
�( X X �S47°028.17 \
1 ` X TXI X \ J�X X ���X X TX TX �X �X X •�•X �X� X �X �(� X X X X -X X �X �- 8t 1. SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL
X > I �_ X/ / / �- / / / / / \ \ \ TIE \ ,\ \ \ \ ( I� INSPECTOR,TONI NORTON(828-465-8161).OBTAIN A LAND-DISTURBING PERMIT.
I II / - \ \ N \
\ __
LIr / I l l / I l l l / / / / 880 \ \ \
PHASEI
Mij
. .
III I / I 1 / / / / / / /��� 875 \ '�� \ \ \ \ \ \ \ ■� 2. INSTALL PHASE I GRAVEL CONSTRUCTION ENTRANCE PAD,TEMPORARY DIVERSIONS, EIF
I I II x / I / I / / / / / / / \m ■ SILT FENCE,SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED
I I 1 / / / / ���.� 70 870 \ \ m ■ PLAN.CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.SEED TEMPORARY
I� \i I / I ' / / / / / / / / / / - = - - - = /�\ = / _ /_� \ - 1 - - - - - - _ \ ��� - m DIVERSIONS,BERMS&BASINS IMMEDIATELY AFTER CONSTRUCTION.
/ X _ / '� _ _ _ I►-� _ BURTON
/ I / / / / / / �O� G A \ / s - - - -• \ �' _ 3. FLAG EXISTING 6"WATERLINE AS NOTED ON PLANS PRIOR TO GRADING.COORDINATEI I / ♦ 8 7.40 ��667.40 �\ \ 867. 8ssv�40 6 40 86 0 m �7 WITH OWNER/TOWN TO ABANDON WATERLINE PRIOR TO GRADING.I x / �rp� / / / / / WPF. 11W)"-'-'-''
/ 90 / /ss6.90 \ �66.90 \ \ s66.9� e \ 866.9 �6 E N G I N E E R I N G
II / / / / / / ♦ �� 867 \867 \` 4. CALL TONI NORTON(828-465-8161)FOR AN ONSITE INSPECTION BY THE EROSION
I I I . I / / I / \ / / / / / ♦ ♦ O . / / / / / \ \ \ \ 67 \ \ \ 867 0 CONTROL INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE.
1 ♦ / I/ / / v p v \ U- 5. BEGIN CLEARING&GRUBBING.MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
�� ✓ I :I' x y / / / ♦ / A / /co
/ A D / D /D D b D \ �• \ D N ° \R A D D \ pb\ D\ V
I :i-
/ I / / / D D \ _ _ D D 5950 FAIRVIEW RD STE 100
G� I / / / / / \ \ \ 6. INSTALL SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. CHARLOTTE NC 282IO
I \ �� / / / / \ \\ N \ _ \ \ ■
I o --_ / / / \ \ \ N N - - \ _ _ N
\ \ \ PHASE II (T) 704.553.8881
I I IqN
_- / / / / 7. AS GRADING PROGRESSES AND AS NEEDED,CONSTRUCT PHASE II EROSION CONTROL burtonengineering.com
/ / / \ \ FIRM #C-I 157
/ / - \ \ \ \\ \ \ \ MEASURES TO PLANS AND SPECIFICATIONS./ 8 .50 / // / / / \ \ \ -
/ / / / / / / \ \ \ \ \ \ \ \ ■ 8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, .....
.10
I , j1 1 / 1 / / / ,� \ \ \ \ \ PAVING, DITCH LININGS, ETC.SEED&MULCH DENUDED AREAS WITHIN FOURTEEN(14) ������
�/ - / / / / / / / / / / / \ g0� \ \ \ \ \ \ \ \ \ • DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. NOTE:AREAS WITHIN �� .••CARD<i���
--- _�.. / / / / \ \ \■ CRITICAL WATERSHED SHALL BE STABILIZED WITHIN 7 DAYS. •• Q'; SS •
I I - --- --e� 869 \ \ \ \ \ \ \ OF o 2
I / // �!���` / / •T \' / / \0�,1 \ \ \ \ \ \ 9. WHEN CONSTRUCTION IS COMPLETE&ALL AREAS ARE STABILIZED COMPLETELY,CALL =O°Q .SEAL ��r t ,'
�I L3 �� �/ �® a6 j / /. / / / / \ \ \ \ VIrel \ \ ■ TONI NORTON(828-465-8161)FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER 12557I1 / / 7 ° / D/ / D \ ° DDbIDbI \ DE
10. IFSITE ISAPPROVED REMOVETEMPORARYDIVERSIONS SILTFENCE SEDIMENT : . '•
•
' Oo / / / I / / 1 •� / //1/ 7/
/ / D / 1 D /� \ \ p \ b D D b \ D A\ :-.4\
\ D \ BASINS, ETC.,&SEEDOUTORSTABILIZEANYRESULTINGBAREAREAS.ALLREMAINING :� ••'•:c; IN ,.'2� ��n, / / / p °/ \ � �� \ D D I I !�•��-,►„� / ► / �/ / / u/ / DbDpbDD \ \ I I rQ Ib p PERMANENT EROSION CONTROL DEVICES,SUCH AS VELOCITY DISSIPATERS,SHOULD �• /ON T 'S ss I,L0'LO
/ i
I / I D / /v/
D D / 9 /p / D \ D D \ ° • ° \ \ d D ° b \ \ \ Illy NOW BE INSTALLED. ,........►►.. 13/ / / 11 I D / D / / /DD / \ \ \D D \ \ D D D D I� O�I
D
I jI 1 / 1 �;2.36, / ,.„4/1/ 70 D D D D• 870D \ D \ D \ \ o I I ° 11. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FOR A FINAL SITE INSPECTION
N
IAl I, / A D \ `� ° P. D BY THE ENVIRONMENTAL ENGINEER,TONI NORTON(828 465 8161).OBTAIN A
87000 //p D - - D D CERTIFICATE OF COMPLETION.
1 • / �
I IIAI_1 IImo, ' / /_ / D ' / - - -- \ ■
- 1i I -_ -- - -- --_4/
D- Ir-1_- ° III\ _D D D ir1 ° D 247
DJ� \ \ ,,j_-- ----------__---- , BASIN REMOVAL SEQUENCE
11/ I rj I 871.90 - - -
ik / / 872.46 / / / / / / / / / / \ \ \ \ St\
\ \ 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
I ° I1_� / / / / / / \ 0�1 \ \ \ DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
I / / / / / / / / / / / / o / \ \ VVg \ TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
1 I I I \ / / / / �� / / / \ \ \ \ \ \ \ \ \ BASIN. NOTE: BASINS 3 AND 4 TO REMAIN.
I/ O ' I I I / / / / / / / / \ \ 2. REMOVE BASIN(S)&ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES
I I II �� ) ' / ''3 9 / /wP< 874.46 4/ / / / / 1 �°' / \ \ \
NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN
- 3 / / / / Y/
/ / / / / / N \ \ PREPARATION FOR SEEDING.
/ / / I / / / / / / •
/ L---"-- \ \ \ \ \ \ \ • \ \ 3. PERFORM SEEDBED PREPARATION,SEED,MULCH&ASPHALT TACK ANY RESULTING
OQc,\ co1/ l / 1 1 874.03
7i 03 '7 .40 �`I 1 / / V
/ / / / / /I1I �> 874.04 1 / / 1 / 1/// I / 1 � ( \ \ 4. INSTALL VELOCITY DISSIPATERS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
/ / / ; Il 8 3.54/ / / I I / / / / / / / �� \ \ ■ EROSION CONTROL PLAN.
i6/''(/) / 1 / f [ 1 ,I, I f / I I II / / / / lII \/ / / / / / I5. WHEN SITE IS FULLY STABILIZED,CALL TONI NORTON(828-465-8161)FOR APPROVAL OF
Il / / II1 / / N
/ / / / / \ \ \ \ \ 1 I I REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON
I / I�\�� II I l \ IWHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
' 1/1 /
� / / � / / Q° 3I / / / / • , / / _ - \ \ I I I I I 1 11 1 I / / v° It I 1 / / \ \ DRIVEWAY INSET
I ( //
1 / i / �( I I IIIII / / / / \ D '\\
, ,
/ / II I I / \,,,„,,,:,.,,,,\I / / I / �' 1 / III / / / / I873.03 I I I / \I/ / / / I / / IIO
/ I i / / --;- �� / 1 II I I I I 1 / / 1 \ 1 I I II / SI I I I \
/II
I /, / I / / / `� j'I j� I�73.54 I-I / - ° / / / / \ ° I I ° \
II I / I Q° , �-I 874.(14 I / I ° I 6� \ \
I I ;73.40 I I I I / / / / / / / / \ 1 I I4
kro
I \ \ Ili \ \ N
,i, I li / ► / I / , J l I / I I3I \ N \ \
, / 1 ,III / // ?> 1 I 8�i3.90I I / / / / / / / / / / \ I I \ I I \ / \ \ \
�; •
`. I I I I I / / l II 8 3.40 / / / / i / I I I I \ \
/ l / II �I I I / I I / / / / / I I �. I I I \ \
�� / --- 11 '74.46 / 1 \ \ \ ,s,,I 4 I ,i/ 1I I I I I 1 I 1 I / / II \ I I I I \ � \ \I / / / I I - - -i zo / I I I 11/ / I I ( / I I \ \I / / II / / / / o I I \ I I \ \ 4 \ 1 � O Z
/ / / 873.90/ I / I II
j 1 / / / 873140
I 1 \ I / 1 / I \ I I I I ( I \ \ \ �� , , 1 \ \ I \,, ,
I / / �� •
/ / `I 8746 / I I 1 1 / I •
1 I I I ■ �\ ;," \ N �1 U _1
1 I�/ / / I I I / \ \� I I I 23 * \ ;, I \ 30 I \ '\ �'/ I / / / / / • 1 874/04 I I I I I I l l I \ re _
/ / ..,,,
� , I I I T III I / / 1 I \ \ \ �_ a o _,
I , / / //J // / I I I l I/ / i / / I 1 1 \ I liti:
� z O
/ / / / / / /
f I
/ / / \ \ \ 1 0 - Vj \ Lli uce i> ' 11 1
\ > \ \ .. \ \ 4 - \ D Z oc
/ / 1/ / _ / I / / // / //' /r / / i i / / / -• �� - -
I � / / / / / / / Nil / }\ \ .� / u , 8 OO
//
/ \i / l I I / \ \ \ I / / / 1 / \ \ v/ / / / aill, 11r, / / l I I / \ 1 I111,11j
\ r P� Z
/ / CO) // / / 1 / Z
/ / / / / II I / / I \ i
/ / / ti / 874. 6 / / \ \ I / ( \\ \ (A .
9r Q
I �� 1I / / 1 1 I / / \ / / / 1 / / 11
\ -. N 0 O
/ ' t
/ / - / / /' // - • - - - I . / ill -
I / 84.04 V �/ ' i 1 I / \ \ �yU°/ - / �/ II i / / I I / / • 1 \ \/ o .. / / , it II - /7 / / / / / I I / \ \
«� riii,/,i - „ / / �/ / III1 - 1 / / / / / / / / / I / / / / ) / / I / I J J ■ I I I \ \ oC
/ / I d / IN \ \ \ ,_
/ , �Gc,ti ) / / / �� /� / / 1 / 1 / / I 1 / 1 / 1 1 / / 1 II I III 1 � / �/ ( 1 I S \ \ W
/ I /oe / / / /�I / - - /, //7/ .
// / / / / 1 1 I I I <<p \ N \ LU
� l // i � / / � 1 / J / l - / / - - J I - 1 1 I - \ I \ \ \ Z
/ / 11 I I I / / / / / / / / / / / H \
�/ / / �I / / / / / / / / / I I I I � , \
/ )1/ / I : 3. / / / / / / / / 1/ / / / I ( / / I
/ / / I 1/ / 873. / / / \ \/ 1 / / / / / II
74. / / / / / / / / y \ , / / / / I ///A,
\
/ / / I4i I / / / / II / - / / V - / / / / / I I 1 \ \/ / I / / / - - •/ ° - / ° / 1 \S / / III / / / / / / / / 1 I \ \ \
, � / / `/ / / 1 / I 1 1 / / I I , I / / I / I � I \ \ \_ III / / J , I \ \ \ \/ / \w / / /� / / / / / / / / / / \ \ o \ \ \/ ; / / / I / / / / / \ \
/ / �, / // / / / / / / , / / / / / / \ � \ \/ / / l I I I / - / N / / / / / , ) \ I / \ \
/ � / / / / I / - - // . / / � Il I I \ \
1 // \ / I/ L2 / I I �� / / / o / / , / / I IILuctij / / / i / \ �� 874.46I \ \ / / / II / / / / / / / I I
/ / 2� / EROSION CONTROL LEGEND
JFc / \ I /I \ o \ �` 1874.04H
\ \ / I / / / / //I
\ \ \
I �- 1 / / / / / \ \ \ • EXISTING CONTOUR 100ll l \ \ . , \ \ \ ._, 1 I 1 I / 1 1 1 / 1 1 / 1 / \ \rn / II / \ \ oo \ \ \ -\ - , I / _� ° - / / / I \ \ \ \ `,I I PROPOSED CONTOUR LOB LOCH
\ \ •• 1 \ \ / I I / / \� 'v� ''�/� PROPOSED LIMITS OF CONSTRUCTION -X X X X-
,w \ \ I / / AV � ���4 I/�/
\ •I� �\ \ 1 \ �V / / / / / / \ \ /'C�''�''�v�i// \ I PROPOSED SILT FENCE
1.90 874.04 \ \ / \ \ ,h����C�,1/� SSF SSF
N / / \ \ \ \ \\ 87 .40 \ \ \ ✓ / I \ / / / \ \ 1�'� �'���ifil i ii/ \ \ PROPOSED SPECIAL SILT FENCE
i j \ \ \ \ \ _ ._` \ \ 1 \ \ i
/ I / / I .. \ WO AV I WOO
\ PROPOSED DIVERSION DITCH pa a a a
C / // l� ���� �l/Jtl \ PROPOSED POROUS BAFFLE
O1 \ \ 874.46 \ \ \ \ / TS TS
u , . -- - - - . � /
\ \ /�� �1 \ \ PROPOSED TREE SAVE LIMITS
Z \ / \ \ Q \ ��k___-ill \ • D-\ D D D D / d I ,- b D D \ D D ° \ ,• �b / / , A f \ /�,��'�''•'�6�, X \ PROPOSED TREE PROTECTION
/\ \ \ / i,, D D \ \g D\ d DD- b / p D\ D \ - \ D \ D A /■ �� ���'� «S' \, \ ,•11•11•1
D A Pl • D p D V p DD D ���A����,�r�
/ \ - d \ A Co D b D D D •�� �� �'�/ TEMP. ROCK CHECK DAM
o \ 1 874. 4
cJ , \ 874.36 11��� \ e 870 \ .� D D °% / D / \ b 870 21* \ \D \ D \ D \ D \ , D I 1 D/ b \ �C�`���y����\ •
/ \ \ \ �, • \ \ D ° D A \ D D \ b D D ` A D D A
( AP. \ \D b D \ ° b D / D y
■/ .\5�+�`\ft. \N \ `% pp o0 m m 0esI
I \ / \ \ \ 872 \ \ $�2 A b \ \ D b \ D D A D / ° / \ D D D ° b 1 ° D \ D I D \° / D / ° \ O�� \ PROPOSED RIPRAP APRON Z O�
C9 A \ \ D A p p D I \ D h D (yam � , U U U W
Q \ / \ \ \ ° \ D D \ D D D DD / \ D \ D ° D p D•
° d D ° I l rl l D D ■ --------
�lJ� \ \ Z Q
v \ \ \ \ . D \ b \D _ A , \ b D ° ) D 1 �/\ T `,� w� 0- w 0 0
Q \ \ \ o \ \ \ / \ \ I 1 / / : �� a ^"J PROPOSED INLET PROTECTION0
w \ /\ \ \ � � ` \ / / / /� \ cb`
I-
0
LiiI / \ \ \ \ \ \ N \ I I / / / / / /: I
o0G1�� I / \ \ \ N 06 \ / / 1 I I / / ■ I I
N Q \ \ N �\ l I 1 L68.40
1 / 1 \�N \ / \ \ 868.40 868.40 868.40 86840 868.40 I W0 ���
O \ 100
N867.90 867.90 ✓ 867.90 / 867.90 / 8 0 -oil: F,�
/ \ \ \ t 67.90 867.90 / �' I I / 1 \
/ /
Li \
\ CP \ 1 ( 8. 0
\ \ \ N / � \ i 1I ��� I i -/ � °%/ / / 1 I 1ItTaW 1 , I 1� 1 1 i� I I I I I
/ 2I
,q ,, I • 7 ■
\ \ ;,� �, / / ,/ / / �/ i I / 1 DRAWING INFORMATION
Y \ \ \ \ � / I / /1 1 / I 0 7 / " / (7)
0 I \ \ '''\, '-------------„\ ,!,,,) \ 7 n° ,n / / / I n I I ' / I I I / 2
0
y / I \I
1 / / �, I O
/ I \ \ II \ LU
I I I /- I I -fl--- I 8 >A _ I I I '� 0 �' oc
• 1F�--+--+---I---+- +--+---I---+--+--+--+--+--+--+-----+--+- -+--+--+ +--+- -+---I +-- --+--+--+- I---+- +--+--+--+--+ +-- +- +--+ + I
w �{ 1 I 1 I /
-- \ 1 I\
Z I I \ I I I y / I 1 / / I I f - - _ I I st / / I
/ I \ \ I I I 1 I 1 1 �' 1 1 1 / I �1 �,�
THIS DRAWING IS THE PROPERTY OF
41\
I
\ \ 867 \ I I / / / / / / I I 1 1 I / / 1 J I / / 11 I' _ ■ BURTON ENGINEERING ASSOCIATES AND IS
/ f �/ I I Know what's
below. NOT TO BE REPRODUCED OR COPIED IN
\ / 1 / J / Y
�� Cal,before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
:7
3I \ N \ \ \ ,f / / / / l / I I 1 I I ■ ON ANY OTHER PROJECT AND IS TO BE
/ RETURNED UPON REQUEST.
\ / 7 / /
ce l\\ `.��+ \�; I� />- 4 )\ II
1- -r- -r-v / / i 1/ / l 1 I I l l y _ /■ PROJECT NUMBER
Z N \ / I \ \ �`®��sa�O� i \ i / 1 / i /1 / i i 1 1 m ■ / 40 0 20 40 80 160 _ _
/ c \ \ / I I I f P 020 218
a \ \ I °° N \ \ N 866 / / / / / / / J 1 Lii
7 , \ ass / 0 NI C96� \ N ` / Z / / / / / I I I / / IN FEETC 4 0 0
,` \ \ \ / / / / c
\ ��I1 \ N K N \ . , / / / / / / / / / / ) ) III / .
a - I I I inch - 40 ft. Sheet 1 I of 18

�� • 077 ice/- '�"_� 'r oT - �v I - i• �� =i=01T�X' �x"-x -x -X �X l
�I n mi �o �x x �x �x -x -x Tx �x �x �x x �L_x / I o`� \ CONSTRUCTION SEQUENCE
�yC X )( �X x �x / I I \ , ____ - - � �X �X �X -x >\ \\\
\ 1SCHEDULEAPRECONSTRUCTIONCONFERENCE WITH THE EROSION CONTROL
-X �x■ ITONI NORTON(828-465-8161).OBTAIN A LAND DISTURBING PERMIT.
-rZ U \ \ - I / I / J / \ PHASE Iminlii
m •
■ 860 I I N \ I l \ / O> \� \ 2. INSTALL PHASE I GRAVEL CONSTRUCTION ENTRANCE PAD,TEMPORARY DIVERSIONS, Eir
\ \ SILT FENCE,SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED
\ ■\ \ \ I \ / / \ PLAN.CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.SEED TEMPORARY
m \ _ \ \ \ \ 845 840 - ;39 \ DIVERSIONS,BERMS&BASINS IMMEDIATELY AFTER CONSTRUCTION.
�2 - - - - _ \ \ \ \ 1 I \ \ 3. FLAG EXISTING 6"WATERLINE AS NOTED ON PLANS PRIOR TO GRADING.COORDINATE
\ B U R T O N
-m % I 8 O> ` \ WITH OWNER/TOWN TO ABANDON WATERLINE PRIOR TO GRADING.
m .17.4 86 40 867.40 ��/ 867.40 1 \ LO \ I �
Co 06.9o\ 866.94 \ 866 •I \ \ I -- $3S� \\ N G I N E E R I N C
866.90
\ \ / 867 • \ \ 4. CALL TONI NORTON(828-465-8161)FOR AN ONSITE INSPECTION BY THE EROSION
0 • 867 / \ \ I f \ \011111111114 CONTROL INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE.
)41
855
► p p p p ► Q / ` > � 5. BEGIN CLEARING&GRUBBING.MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
p p \ ° D b I L♦ isl•I�) i \ 5950 FAIRVIEW RD STE 100
4� 42%�, I 4_ ' 6. INSTALL SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. CHARLOTTE NC 28210
■ ♦ / •�s i
/ / \ \ \soPHASE II (T) 704.553.8881
�i � - � ._• - - ��, ;�'� ,, � � � � � �"������A. ��, lfr T %%����j�`�A \ II \ �> \ 7. AS GRADING PROGRESSES AND AS NEEDED,CONSTRUCT PHASE II EROSION CONTROL burtonengineering.com
\ / 868.70 / • "f / ���11���1'��� I I / y� MEASURES TO PLANS AND SPECIFICATIONS. FIRM #C-1 157
■ \ \ I / 873.90 40 868.20 / �+
\ t 868.20 `` o. tll' \ \ \ 8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
\ \ / / / 8 8� Fr3,_,40,-).
� l �'p / I/ I I \ \ PAVING, DITCH LININGS, ETC.SEED&MULCH DENUDED AREAS WITHIN FOURTEEN(14) ,,,
■ \ \ I / _86679 / :620� `,� I / f I \ \ \ DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. NOTE:AREAS WITHIN ,� CAROB ���\■ \ \ \ \ OpP / \ \LIC:\
\ CRITICAL WATERSHED SHALL BE STABILIZED WITHIN 7 DAYS. �'.•'•ESS/ '•. ,�•
\ simammimmirawrie/ 870 / ♦ \ �0 \ cb`V / / I 1 I ct \\ \ ` �\ 2�:�OF otiy'
\ \ G% .,\ ��', / I / /co 1 Q \ \ \ 9. WHEN CONSTRUCTION IS COMPLETE&ALL AREAS ARE STABILIZED COMPLETELY,CALL ;Q SEAL < S
\ / ��� ,( J / / I \ \ \ TONI NORTON(828-465-8161)FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. 12557 '
■ D p �' � A D Al'
, / / , / \ O> \ 10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,SILT FENCE,SEDIMENT • • 0=:
\ ■ \ I D \
A Dp / �. • (.,t.
' \ ♦ .�.vti I fJE '
A p 872 / / CO / I \ \ \ BASINS, ETC.,&SEED OUT OR STABILIZE ANY RESULTING BARE AREAS.ALL REMAINING . 'A� •. ••
p ■ b D I D ° ° D p A D D ° b / D D / / // ��I / / , \ ��� \ ) \\ PERMANENT EROSION CONTROL DEVICES,SUCH AS VELOCITY DISSIPATERS,SHOULD ,,i*�''ON•••••�•;)(i-03S41
tss ,LO'L�
•
\ \ p I I I p I b A / „-----
4 / / \ \ NOW BE INSTALLED. ...........T '\ ■ pD \ p D • n bp DD p ° D pp / / / ' 7 // / I \ \ \
\ I p D , / / / I Q / \ / \ 11. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FORA FINAL SITE INSPECTION
D I I 8 0 I p •� p p bDp $70 ► / II // d / / \ O> A/ \ BY THE ENVIRONMENTAL ENGINEER,TONI NORTON(828 465 8161).OBTAIN A
■ \ p p�� p \ ,-, b O - D I p ( - p / / / ���� III / / I / / \ CERTIFICATE OF COMPLETION.
.70
II 1
._ lat b, - - -- -- - - -- 0 LIIIIWT:1-1 / I `� \ BASIN REMOVAL SEQUENCEli / I I \ \ 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
\ \ \ \ \ IIIl!,^� /J / Q) / / / / ) / \ /� DETERMINEIF A BASIN CAN BEREMOVED. INSTALLSILT FENCINGOROTHER
\ \ \ I I I I s) / / O / / / / JKijr//
\ / IL7TEMPORARYEROSIONCONTROLMEASURESASNEEDEDPRIORTOREMOVAL OF THE
\ \ \ \ \ \ III / ' co ' rn / / y �AO / / / /l y,�i //....t0
�\ TIE BASIN. NOTE: BASINS 3 AND 4 TO REMAIN.
\ \ I I I I / 1111.
1� \
/ ".\ �• / / / / /���� \ 2. REMOVE BASINS)&ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES
1 \ I I \ \ \ \ I 1 / I , / / / / // PNEED TO REPARAB ONFORDEEDINGFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN
\ \ \ \\ \ • \ \ I ! / /� Z / 111IIIIII1 c
/ / / I ^j / \ 3. PERFORM SEEDBED PREPARATION,SEED,MULCH&ASPHALT TACK ANY RESULTING
\ \ i 1 \ I\ / �6,\ \ BARE AREAS IMMEDIATELY.
I \ \ \ / / 7/
/ � / 4. INSTALL VELOCITY DISSIPATERS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
1 I \ I I / 868.70 IIIIIIII M i / / / / - „ �, .
I ■ \ \ \ \ \ / / / 868 20• col I / / /, L it �./ / EROSION CONTROL PLAN.
I I \ \ \ \ \ \ \ / II I / / / / / / / co // /a� �j �� �� r�,°� / / / 5. WHEN SITE IS FULLY STABILIZED,CALL TONI NORTON(828-465-8161)FOR APPROVAL OF
\ \ \ � / I � I / / q� / ��� �,•� v �-, / REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON
I I I \ l / i / k II / / Y�.41�,ii • / WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
- , •\ \
\\ \\ \\ \. 4 \ \ . \
_ )
1 ,Ni 61 �1 i
) I / / ////
` 00
�, RISER SKIMMER BASIN #4 DESIGN DATA
oll
ill
\ \ \ \ \ \ I 1 / I III / / 3 / / ,,,,:;4;
(SEE SHEET C5.0 FOR DETAILS)
\ , \
II I 1 A� / / / / / / / DENUDED AREA AC. 33.0
O 1\ I I I I I I / / / ill illi / / ���T ' / / / / / DRAINAGE AREA AC. 31.0
\ \ V
\ \ I I I • I / / / / / / / / Q =CIA CFS 72.1
I \ \ \ \ I I I I I / / / I / / , / / O/ / Q so--CIA CFS 592.8
,80
I \ I \ / / // STORAGE REQUIRED CF 55,800
\ I I / / / / A / / //
II
I \ \ \ \ I I I I I / I I oo _ / / e/ / / //
STORAGE PROVIDED CF 771,107
\ \ I I ` I ' ' co
I III;
/ / / / / // / / //0 / SURFACE AREA REQ. SF 31,373
\ \ \ \ \ \ I I I I I \ I I J \ \ ` / / / �OC! // SURFACEAREAPROV. SF120,000Q
1I ` I 1 I i \I \ III / / / / // 7 V \ // BOTTOM DIMENSIONS FT. 136 X 344 Z
\ \ r- \ \ I \ IIIII I \ \ Z / / / / // TOP ST'GE. DIMS. FT. 157 X 356 J
I I \ / i 1111 1 ll 1 . I`` / / //////4/
, / BOTTOM ELEVATION FT. 827
\ \ \ \ \I \ I 1 ° I 1 I I I I I I I I\ \ I I 1 I I \ \ ,..
\ / r 1r \` 82� / / / �� / / / TOP ELEVATION FT. :3387
Q■ \ I I \ \ I \ \� \ I / / / `�`•- / / / / ����' / / / / RISER CREST ELEV. FT. , _1
\ \ \ \ \ I I l� I I I I I I \ \ 0 I / 1 `� �_���_ / / / /, „,i / 1 MAX. SED. DEPTH FT. 2 re _
\- \ \ I II , I I \ \ \ I / $2g �`` / / ( SKIMMER SIZE IN. 4.00
Ce J
\ I I I I I I I J \ ( -/ `�`� / / SKIMMER ORIFICE DIA. IN. 3.75 a O
\ \ \ I I I I o I I \ \� \ tir) I - � ,://7-/
� z O
1\ \ \ \ IIII I (fl II \ 0
I 87 M / / / / // EMRGY. SPILLWAY ELEV. FT. * lo ce\ \ \ \ I I I I 00I ICP\ \\ \ 1N 1 / / / / / WIER WIDTH FT.
■ \ \ I I I I I\ \ I \ \ w 1 I I °o ••1111 / / / -� / -� ` WEIR LENGTH FT. w
L
\ I I I I I I- S�; I 4' \ I 8 2.10 111(lit‘
/ \ // / / DAM WIDTH FT. - 0 O
1 �I 11r"� . . I •• � \ 1 I • 81.60 I / $2s / / o / / u O
1 � O
1 1 1 1 I
\ I ( ,/ / / "/ / /////
/ \ \ ANTI FLOATATION DEVICE FT. 6 X 6 X 2 < U
I - I / '
/ II 1 " I
J I (411). / / I
�// �/ \ USER RISER AS EMERGENCY SPILLWAY. 0Q
I I I 1 I ,� // Q -
-1 . - I - I 7 I I - I I / D /
/ ot-) ) °` //// C- CC
/ ■ ) ) I I I I I I I I I I ql.,
/ // / 1 ) / / "Woo /
..
v o oc
/ I I 1 / / / / I I Ii , 1 oll e
J / / . ` / / // ! / / � , I I / illi / /
/ / / / I / / / / I J / ,
I / ,
I 1
/ I I •Ill
/ ,/
I I / / / / ii /
I / ,I I I I � / / / / / / / / / \ I o • �� / / /
/ I /I / Iw
-I- -I I • I / / / I / / / / ,�`� / o / ,I I I I / / / I I I I I I / / / / / / /, � / /
11 / I I I / I /I / I / I / / I / 2i//k/y .. /
w I I I / / / / I I III I I / / / / / 1 / $
I I I I I / / / / / I I / I / / / / � / /
l I I 111 l I I I I II - IIJOIlliiii ,��/ / I // / / / - / / / / I I /i , Ii .,I�� , o, / / , , , ' ,
,(2 /l �/ fc„;, // / / / / / , / / / /.ko // / / / , - 1m7 / III I I I I / �,,1,,rjor / / , ,
/ / / / I l I (l - EROSION CONTROL LEGEND
z / / / / / 7// ( / o / / / / I I; I 1 I / ���,� / // /J / / / / / �� / / / / / // / J I I I 1 I I I /868.40 :I �',/� 2/
,/ / / / /// EXISTING CONTOUR/ / b I 867.?. .//9),iiii ,/ ,\_ ,
I / 100
/ / I / / / I / ) ) I/- i 1 / I / I / I / % / I 1)1 II
I I < , - /
/ i I I \ } / / / / / PROPOSED CONTOUR
LOCI LOCI
/ / / / / I / 'v I / I I I I 0 , �� i / / PROPOSED LIMITS OF CONSTRUCTION/ / I I / // / -X X X X-
/ / / / / / / / / I / / / / / / I11I / % �// \� /� �� / // / / PROPOSED SILT FENCESSF SSF
N / / / I I I / / J ( !/ / / \ , / / / PROPOSED SPECIAL SILT FENCE
N / / / I I 4 ,o / l / / 11relii
\ 'j I I I I I / / / / I I / / / / / / / �� _// \ // / / // PROPOSED DIVERSION DITCH a a a a
--,
/ / I \ 1 / / / l I / / / I %/ / / \ ` �� / / PROPOSED POROUS BAFFLE
/ / / ) I \ / / �� / / I I / I ►� / / \ V TS TS
.•.__ -___-__ 1_-_ al -__-__- , , I / / I I \ / / PROPOSED TREE SAVE LIMITS _w . D / / p D p DA �
p b n , it / -I / / / / 1 8.7.90, 4& / a /
/ �7 o : ° • = b / ti p1 I by D ° / / '�� / / \ // // PROPOSED TREE PROTECTION I•I.��;►:•i
p b / p D p I , /• ° / J / / / / / �7 \ / // TEMP. ROCK CHECK DAM
c� ° D p p �70 D ° �/J ° bD ° � p p I I l / Q / � O / // \ \� / // \ I m o
/ • A ° / D / / / / / CO m m
° p / i /p p D I \ / PROPOSED RIPRAP APRON t i_ t Z Os
/p h I NI
In D 872 / / / / U U U 7w
C9 D • / p D / / ° b D 1 / / CO I-
V 7 ► D / b / ° p I / / / / �2� // //
3 / 0_ w 0
cc
/ / PROPOSED INLET PROTECTION0
w IMININIF:41/ I / 886687j4.06. •�/ / /
16 / / /
Lii / /■ / / I / I 870 / / � •
/ :�/�� �' / / /
03 / ■ / / I l I Iy , �/
N 86.0 / 868.40�/ 868.40 8/.40 / / 868.40 I / 48.,0 / / �' / // 7/
j 8.110 867.9kY 867.90 867.90 867 90 •. , ■ ■; 7/?
/
CI
411- 6 441-1-114 -41) 411111111k ---L .477*\ -401111111WAYAMIIIIIIrs 1111i k _.......------ 7 / / i /
Q I II II \--*10, \� / /
■ / Jr / u/ �\il'i /Ay / u8 � / / / / / // / / / / °3 / / / /( r// DRAWING INFORMATION
..i / / �/ / III / y/ 1 / / / / / / / / , / / 1 (n
Y : / III / I / / � / / Z
/ /Hi / / / / / / / // / o / // / I / / / / /
/ �/ -
/ IQ: / / / Ce
, E-3q1
w
z ,`!1 I I I „fI / ' / // J I I / /
▪ I I / I t/��II / / / / / / / I / / / ��a • THIS DRAWING IS THE PROPERTY OF
1!) _±_ ■ i V 1/ / / / / / ///// / J ,// / 7��//" Knowwat'sbelow. BURTON ENGINEERING ASSOCIATES AND IS
/ /i 867 NOT TO BE REPRODUCED OR COPIED IN
▪ / t� / / / WHOLE OR IN PART.IT IS NOT TO BE USED
I rn Ei/ / / Y/J / / / / // / �� / / + �� / Call before you dig. ON ANY OTHER PROJECT AND IS TO BE
✓I �/ Y 9 TRUE NORTH
/ / / 1 / Cb I�/ // / / / / / / / / / / yJ / RETURNED UPON REQUEST.
r / /m I/ / / / / / / /
■ I I Y / /
z Ti /■ / / I / // / <OO / / / / / / / 7 / �+ ��� // PROJECT NUMBER
M ■ 1 / / I i / ilk / / / / / / / / / / / 3 )/
�� 40 0 20 40 80 160 P_020_2 8
a I o , (/ I /66 / / / /f______
y // �(
C 4 0 I
c� I O / / / / / \ / / / ".J / / / / /' (IN FEET)
I I / / / / / / / / / /I / / I inch = 40 ft.
I I / / I / / / / / t. / // / / / A
a Sheet 12of 18

RIPRAP APRON CHART 4.0.6 EMBANKMENT REQUIREMENTS
\ \ \ �_ \ \ \ I $�� \ �� DISCHARGE ID I Q(cfs) IPIPE 0 VEL.(fps)I d50(ft)I La(ft) I W(ft) [max in(Thickness(in)
_ ' \ �i cb (P ) ( ) THE FOLLOWING EMBANKMENT SPECIFICATIONS APPLY TO ALL BMPS WITH EMBANKMENTS THAT ARE
-- ` C' \/e( ' DESIGNED TO HOLD WATER,EVEN IF THE EMBANKMENT IS DESIGNED TO HOLD WATER ONLY DURING
OV / A STORM EVENT. LP4
` FES-Al I 101.9 I 54" 8.8 I 0.90 I 26 I 31 I 16 I 24
\ \ / 4.0.6.1 EMBANKMENT FILL MATERIALS
1XE/A \ O - ,� \ co co
FES B1 I 10 .1 I 36" I 8.92 I 0.60 I 26 I 31 I 16 I 24
\ o o ^ iv 0° �� THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS: Mr
co co
\ \ - o 0 0 Jo _ �, FES G1 I 51.1 I 36" I 7.2 I 0.60 I 20 I 23 I 11 I 16
_ _ _
- _ _ • �� _ ___ _ _ _- I I I I I I I I • BORROW MATERIAL SHALL BE CLASSIFIED AS ML,MH,SC,SM,CL OR CH SOILS ACCORDING TO THE
UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM D2487)OR ANY MIXTURE OF THESE SOILS.
• BORROW MATERIALS SHALL HAVE A LIQUID LIMIT(LL)BETWEEN 40 AND 60 AND A PLASTICITY INDEX
AMILLIJD \ (PI)BETWEEN 15 AND 30(ASTM D4318).\ JB-B2.1 B U R T N
��� • MATERIALS SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS
_•_'�___ _-_- ��� GRATE:850.00 - -� LARGER THAN 3 INCHES,SUBSOIL,DEBRIS,VEGETATION,AND OTHER FOREIGN MATTER.
.�� ▪ ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A
N G I N E E R I N C
�� � • ��- �i HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.
__-- .. e i ---
z z ,� 4.0.6.2 EMBANKMENT CONSTRUCTION
���.� � _- THE FOLLOWING STEPS APPLY TO CONSTRUCTION OF AN EMBANKMENT:
5950 FAIRVIEW RD STE 100
I
�= .��. �� JB-B2 STEP 1:SUBGRADE PREPARATION: CHARLOTTE NC 28210
8 J
♦ GRATE:839.50 (T) 704.553.8881
�� $� �� �� /_ • COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
����� • CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
burtonengineering.com
• SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES.
. \ \ -..\
0 I 845 ` / OPEN TOP OF BOX w/ • PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS;FILL AND COMPACT FIRM #C-1157
\ \ \ I I I / TRASH RACK
\ �8' ELEV=836.00
/
(� \ \ \ \ \ / t39 �`�� STEP 2:SEEPAGE KEY PLACEMENT ###►►
�No.,,
\ \ •�♦
• \ \ \ IsommlowiMIMINIMIM ` �� SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. CARO,,�**\ - ` SEEPAGE KEYSHALLEXTEND TO A MINIMUM DEPTH OF4 FEET OR AS REQUIRED THROUGH •� d ••••••S•S•••< ,*•
\ \ ��= 83 ` GEOTECHNICAL SEEPAGE ANALYSIS.A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE • /Q ••�2\ \ TRENCHSIDEWALLSSHALLBESLOPEDORBENCHED TOPROMOTESTABILITYANDBONDING _��pti�•��ummo' 835 �= ' BETWEENTHESIDEWALL SOILSANDSEEPAGEKEYFILL. :Q SEAL\ -�=� 831 -� T \ ` ,` i o STEP 3: EMBANKMENT FILL PLACEMENT S 125577 � I PRECAST CONCRETE BOX •
_\ ♦ 830 7/ �� !�:; -� 0%1, NCDOT#840.04 F �•� O
-�� / �,.���j� �� ` EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL):1(VERTICAL)OR AS SHOWN ON THE ••vV I rJE �••2�
/ \ \ i�� � \ DRAWINGS.DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH �� ••••••••• ,\` ss4
\ \ \ I
,, .�,Ar,
� \ I ✓ r1�,��••� � GEOTECHNICAL ANALYSIS SHALL BEREQUIREDFORSLOPES STEEPERTHAN ##� 0/�/ T , v ��^ I���\ �, \ �� ���� 48.0"W x 8.00"H 3 HORIZONTAL:1 VERTICAL. ..►►► ♦I$ l3 Ill
\ / \ \ \ \ \ ���� , RECT.WEIRS DRAINAGE ▪ FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE ��Ili
\\ \ FOREBAY�` �`� NORTH,SOUTH,WEST 1 STRUCTURE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR(ASTM D698)
,�; �,,r� I r`r�.;�� \ / \ \ \ \ � FES B1 &EAST SIDES -, STEPS MAXIMUM DRY DENSITY,OR AS SPECIFIED ON THE DRAWINGS.
`�' \ I �iV�h�1� \ry N / ry \ \ \ \ \ \ �8 INV ELEV 833.00 ▪ COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE
\ / \ \ Q \ 6._ / �\\ THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,OR AS OTHERWISE APPROVED BY
\ \ \ \ ', \ \ \FOR BA� / / \ \ \ 84 \ \ �y ENGINEER.
d ✓ ▪ FILL SOILS SHOULD BE PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO
\ \ / \ \ \ \ \ \ \ \ li
\\ _,,_1_,, ABUTMENT.EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO
\ \\ \ /�/ \ \ \\ \ J WATER QUALITY PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED
O ` ` \ \ lit
,/,, \ \ \ \ \ \ \ \\ „ DRAW DOWN STRUCTURES AT MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET
\ \ •� / \ \ 6 HORIZONTALLY OR AS SPECIFIED ON DRAWINGS. o\ \ ( SEE DETAIL THIS SHEET ) • WITHIN THE UPPER 12 INCHES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS
r� \ �3S \\ \ / / \ \ \ \ \ \ I �\ STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY.
\ \ / \ \ \ \ 8 \\\ lili\ i �� • FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES.
Q \ \ \ \ \ \ \ \ \ 2= \\ _ i/ / • PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE
\\ / / \ \ -_�� rl� /i J7 �\\ IN PLACE.
\-„,...... \ \ \ ii/ \ \ \ \ \ \ ---- \�%' 6' \\\`',• • PLACE A MINIMUM OF SIX INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE
40 \ \ \ \ \ • Rip GROWTH.
\` \ /////\ \ \ \ \ �\ERM \ \ USE WATER TIGHT BOOT TO SEAL ' STEP 4:OUTLET PIPE FILL PLACEMENT
3-A2 \ I
\p \ PIPE CONNECTION ° FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND
\ \ \ ASTM C923 -� _ -d THE DROP INLETS AND UP TO 2 FEET ABOVE THE CULVERTS.
38 50 \\� \ \ \ \ \ \ \ \ \ \ - (LINKSEAL OR APPROVED ° ° d ELEV=830.50 COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS.
\ B�Jn ,211411
\ \ \ \ N. EQUIVALENT) ° ° ° ° ▪ COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D698)
FES Al \\ <O \ \ \ \ \ \ \ \ ° ° MAXIMUM DRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW
d
../.....
4 AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,OR AS OTHERWISE
\\ �2 \ \ \ \ \ \ \ \ 411111144011111.. d APPROVED BY ENGINEER.
S \\ \ \ ° a° ELEV=826.33 • ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE
\ ` Nii, \ \ \ \ \ Q \ \OCY _ oo. EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION.
\` � \\ \ \ \ 0\ INV=826.33 60 STEP 5: FIELD QUALITY CONTROL
\ \N \ S)32 \ \ \ \ \ \ N. \ LABORATORY TESTING
\ �0`9"(y \\ \ \ ' \ I) ) `. • PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D698,ASTM D2216,
\ \ \Q \g9 \\ \ \ J 8'W X 8'L X 36"D AND ASTM D4318.
\ \ S8 08. \ \ \ THICK CONCRETE • TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN
\ \ 93.\\�\ \ \ \ \\\ \ \ \ \ \ PRE-CAST SUPPLIER TO MATERIALS USING FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER.
ANTI-FLOATATION
\ \\ \ \ / BLOCK SPECIFY FOOTING & • SAMPLE SIZE SHALL BE 50-LB.
\ \\ \� \ \ (3i5 \\ \ \ CS_�j2 \ / / COMPACTION REQUIREMENTS IN PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS
\ \\ \ \ \\\ 6' \ \ \ \ / • PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556,ASTM D2922,OR ASTM
\\ \\� \ \ \ :/111:01)
/ \ 0ce OUTLET STRUCTURE - BB D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216.
\ \ \ 6 •/ , ' FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
\ \ \ \ cab
• EMBANKMENT FILL:EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ.FT.
\ \ \ ` \ /, Lp TYPICAL ELEVATION • PIPE INSTALLATION:EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE.
\ ` \ \ \ ` f V \ \ i • WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE
\ \ \� \ O \ 1,fL ,.:•`\ \ \ � AND RETEST.
\ \ \ \ •n�•�•�'•�% ► \ /� 4.0.6.3 ALLOWABLE VARIANCES
\ \ \ e`er \�� ►i \ \ i Z H
\ \ \ ��1� N ���,' :� i �p \ /�� EMBANKMENT SPECIFICATIONS MAY BE MODIFIED BASED ON SITE-SPECIFIC GEOTECHNICAL J
\ \ �`�> AM ___-_ GJ i� INVESTIGATION AND ENGINEERING DESIGN.
\ \�N EMERGENCY \\ rp \ \ �Ni'``.4 �� $3 ! PEAKED TRASH RACK WITH ANTI VORTEX PLATE 0 w
SPILLWAY \ \ 3 \ / L i
\\ \ \ O� ` �� 50 ' . 2:1 SLOPE,WITH =2'x 3' HINGED HATCH Q
N. ELEV:836.00 - _ „� `L
\ N. \ Am*,* ALIGN WITH STEPS INSIDE U
\ \ \ �O �� / LO \1j\2 SECURE HATCH WITH CHAIN &LOCK = W\ \� j I `` (CONTRACTOR SHALL PROVIDE& INCLUDE WITH
O � • 1 \ p ,,�►�,.�``� SHOP DRAWING SUBMITTAL) CC
\� Q
\ V , , W#c/,
FES-G1 s \ \ ' '� W I� H a
\ I .„..
\ 78 A6 \N. NNNNN \•
....>.. ..>> '
\ Z
\ \ _-_,-\----
__ .-- TYPE PLUGEW U
\V - ------, H 0---/\T- U v)\NN, 7 ...-----r- ,.,, --„..
�c
\ 1-11 0-
i \ ��\ ' � TIE TRASH RACK DETAILW .0 m
\ \ NOT TO SCALE CONCRETE SHALL iik -
Q
\ \ BE 3,000 PSI 12"
\ N \ \ N \\ MIN. 1' ROCK ABUTMENT t d' 0
TOP OF ABUTMENT= 838.00 ° 4 4::(
w/ U
° ° I.I.
STORMWATER MANAGEMENT NOTES WATER QUALITY POND NOTES T___zbailD �� aa ° ° ° ° l -° Z Ce
1. THE STORMWATER DETENTION BASINS/WATER QUALITY PONDS,AND STORM ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED&SEEDED TO PERMANENT BARREL a°, ° O
DRAINAGE SYSTEM SHALL BE BUILT TO THE GRADES AND INVERTS SHOWN ON THE GROUND COVER SPECFICATIONS. 2.0' o ° 4 H
O
PLAN.THE CONTRACTOR SHALL PROVIDE&SUBMIT ASBUILTS OF STORM DRAINAGE - - °, ° -°
&STORMWATER DETENTION POND(SEALED BY NCPLS)TO THE ENGINEER PRIOR TO THE PERMANENT WET DETENTION BASIN SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING O - _ a ° ° °
DRAINAGE IS STABILIZED.ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE 11 III I - 4 ' /)
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY. THE ASBUILTS REMOVED AND THE FINAL GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN. TOP OF DAM 30' 838.00 Q v,
SHALL PROVIDE THE INFORMATION AS SHOWN ON THE"CITY OF CHARLOTTE r _ FILTER FABRIC IIIIII-III COMPACT _ _ Z
ENGINEERING DEPARTMENT LAND DEVELOPMENT REVIEW WETPOND ASBUILT THE PROPOSED STORMWATER MANAGEMENT PONDS ARE TO BE CONVERTED FROM SEDIMENT 836.00 OVER-EXCAVATION
CHECKLIST" AND EROSION CONTROL BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE ou o�o�o�o�o�ov ov o ••
DRAIN AREA IS STABILIZED AND APPROVAL GIVEN FOR THE LOCAL&STATE AUTHORITY. II II I I I II II II I / USE SIDE WALL AND TO 95% DENSITY
2. CONTRACTOR SHALL COMPARE ASBUILTS TO DESIGN DRAWINGS TO ENSURE 1 I I I I I I I I- �� BOTTOM OF TRENCH AS PER ASTM D-698
CONSTRUCTION IS IN COMPLIANCE WITH THE PLANS. THE ENGINEER SHALL BE THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY INSTALLING '
COMPENSATED FOR ANY FURTHER ANALYSIS NECESSARY DUE TO CONSTRUCTION THE PERM.OUTLET STRUCTURE AND REGRADING THE BASIN CONTOURS TO THOSE SHOWN ON CLASS B RIPRAP EMERGENCY SPILLWAY SEE ROCK FORM 8" PVC CAP W/
AND/OR MAPPING NOT IN ACCORDANCE WITH THESE PLANS. THE PLAN. ABUTTMENT DETAIL
MIN. 10"THICK - SPILLWAY ELEV. = 836.00 6" DIA. ORIFICE
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF NOT TO SCALE CONCRETE ANTI-SEEP WATER QUALITY OUTLET
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO INSPECTOR FOR ALL SPILLWAY CREST MUST BE LEVEL
ON-STANDARD DRAINAGE STRUCTURES PRIOR TO CONSTRUCTION. PUMPS AND DISCHARGES THROUGH A'BLADDER'TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN COLLARS STRUCTURE
APPROVED SYSTEM. TYPICAL SECTION
TOP OF DAM = 838.00 ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY ROCK ABUTMENT TYPICAL SECTIONS
PROTECTED WITH EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH (NOT TO SCALE) (NOT TO SCALE)
LaPERMANENT SEEDING. NOT TO SCALE
Q
I
U
m
o 838 �/ 8'J/ PRECAST CONCRETE BOX
_ - 1�I , -I r �, I�,I- , NCDOT#840.04
J
''' - - 6" MIN. FREE BOARD TRASH RACK
a - � ELEV= 836.00 SEE DETAIL THIS SHEET 100 YR PEAK STAGE = 836.40
�� �- -
M 836 v /
- 1 F 50_YR PFAK SIAGF-83S 94 -
DAMN AND EMBANKMENT
TO BE PLANTED WITH - 8" PVC W/ KNIFE GATE
o _ NON CLUMPING BERMUDA VALVE
N TURF 3 V 10 YR PEAK STAGE = 834.58
N 834 � 1
N z
0) TOP OF BERM 6"VALVE
3 1 v 1 YR PEAK STAGE = 833.13 ELEV = 830.50 WITH
TENSION --1EX
u) - 2-
0 y
0 832 v 1 INCH RUNOFF VOL. PEAK STAGE 831.14
UJI
6' LITTORIAL SHELF 1 1 Cu Cu m m o
6:1 (H:V) 3 t Z o�
o 5' _ __ U U U
o PERM. POOL ELEV. = 830.50 PERM. POOL ELEV. = 830.50 E w o 00
Ct U 830 6"TOPSOIL Li
a LITTORIAL ZONE MIN. _
w ___
- --
w I-
- INV IN = 830.50 MAIN POND
o - �� -BERM 2 1 11
o_ 2
co 828 112 FOREBAY
0 36"
CL III RCP
FES-G 1 6" SCH. 40 PVC DRAIN
-B
-
3 ( SEDIMENT ) 12" INV = 827.00 12" ( SEDIMENT )
cc 826 INV OUT= 8260 .33 BOTTOM = 826.00 BOTTOM = 826.00-825.00
INV = 827.00 /
DRAWING INFORMATION
o ANTI-SEEP OS-GZ 24" N
Y COLLARS (2 MIN.) Z
0
0
0 -
z COLLARS TO PROJECT 24" FROM - Bill
j
3824 OUTSIDE OF PIPE MAINTAIN 24" ' 1LULaFROM PIPE JOINTS q
z WATER QUALITY
U ( SEE DETAIL THIS SHEET ) ��p • THIS DRAWING IS THE PROPERTY OF
INV OUT DRAW DOWN STRUCTURES (2 TOTAL) - WETPOND SECTION Know what's below. BURTON ENGINEERING ASSOCIATES AND IS
( SEE DETAIL THIS SHEET ) 12"CLAY LINER(15%MIN.PASSING#200 SIEVE, NOT TO BE REPRODUCED OR COPIED IN
N = 826.00 TH RU DAM Call before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
3 8" SCH. 40 PVC BELOW ELEV 669.0 ON ANY OTHER PROJECT AND IS TO BE
I COMPACT TO 95"STD PROCTOR, PROVIDE 1 TEST PER 4,000 SF)MAX. INFILTRATION RATE MAX OF 0.10 (NOT TO SCALE) RETURNED UPON REQUEST.
IN/HR
>-
Q OR 30 MIL POLY-LINER
Z (LINER TO HAVE MAX. INFILTRATION RATE OF 0.01 IN/HR.) PROJECT NUMBER
D (CONTRACTOR TO SUBMIT DOCUMENTATION&SOILS REPORT 40 0 20 40 80 160 P-020-2 18
w TO ENGINEER FOR LINER).
x
a
3
(IN FEET) C 5 0 0
0
a I inch = 40 ft. Sheetl3of 18

0\
\ \ \
--___ \ / / / _--- - — ,_ 1
/ mi.r/4
\ \ I I I / 840 — /
\ \ / ___-- _---
I 839
SSEir
\ \ \ \ I / \ ���
v I/ /
v BURTON
\°*::#
\ I i \ NGINEERINC#\` /\ 835
I /
0\ , .11111111111 835 _——__— /7 5950 FAIRVIEW RD STE 100
Ss : ---------------- /,\ CHARLOTTE NC 28210
N
(T) 704.553.8881
N , 1 1 11111.1.M.1.1.111111111111.11111111111.1.11140*
// ,, burtonengineering.com
\ \ , — 830 / / 1 \1\II �� FIRM #C-1157
���, ,'� �— l// 215 LF VE ETATED SHEL \ b \\ _ \ \\ \ \ ,...
�.�`1.` 0 .� \\ / / cARO��%
} .,- .... ` \ \ \ `' ��.�•+ � r o :of ss o , �
\ �i.�'I . �•�1 \ \ \ \ \ �, SEAL
C52., \ \
\ \ ���'�� °� �� \ l l \ \ \ \ FOREBAY"6 �fi \ =
12557
\ \ \ \ A
\ . •. I NE •. '�
\ 4 If\
��� � ..°. r• \ \ \ \ \ \ e. ,��� ..... . Jam,,.
\ r�;, / \ / / \ \ \ \ FES-B 1 �., 0/� T �,. .LQ'L
( I
�� t/ FORE\BAY \ \ / / 10\ \ 1 •
s `�, A� \ \ry \ / / \ \ \ \ \\ \\ / \ \\
0\ \ \ \ \ / \ \ \ \ \ \\ I
\ \\\
\ \ \ / / \ \ \ \ 845
\ \ \ \ \ \ / / \\ \\
\ \ \ \ , \
\ „
\ / / �� \ \ \ \ \ „ ,
\ \ \ \ \ ________ ________
\ \� / / A \ \ ,, ,
,N 6),6--__ ________
� / sue\:, \ \ \ \ \ l l V \ \N \ \8 \ \ V \ \ I
\ \ 3S\ ��\\ \ \ / \ \ \ \ \ \ \ \ \ ��\\ \ II
N /N \
\ \ —\ \ \
\ \ M. POOLHIV830.50 \ \ \ —_______ :
\ / / \ \ \ \
N
�� / / \ \ \ \ N \\ \\ \ / , \ \ \ \ \ \ \ \
\ \ \ \ \ \ N \ \\ \ \ N / \ \ \ \ \ \
\ \ �N / \ N N \\ \ \ \ \ \ iii
N
FES-A1 �� \\ \ \ \ \ \ \ \ \ NIL
Z
8S O \ \ \ \ \ \ \ \ \ — — 414)
—
\� �• \ \ \ \ \ \ c;v0 \ \ M \ \ z z
\ 1 \ 8 \ \ \ \ O J
\\ \ \ ce
FG \ \ \ \ UU
FT \ \ _ —
�\ \ _ , IX _
\ os \ \ \ 1— Z
,1://
�.N S, \ \ \ \N
4
oc wop
\ �`.9 \ \ \ UN N 00
4S8g3 .(J \ \ \ \ \ \ W wN N N \ \ — w C.7 Z
N \\ \ / 0zJ\ V\\ ��. \ \ 8 OCS2 \\ \ \ \ \ 3S \ \ \ / / W Q\ \ \ 82s \ lik —\\ � \ \ \ \ \ \ / Q\ \ - - / 0 oC
\ \ \ / \ re
u wN \ 6\ \ \\ \` ` \ \ \ \ 82 /\ \ \ \ \ 0,, Nib._ \ / � Ii ZN
\N ` � \N
N. \ . N .\
\ / \ / w,• \� \ \ \ \ \ \ F � � �' / i Z
N \ \ N o a \
ce
\ \ - 0
\ \ A A \ A 1 ��ilk���� �I / A
\v N N V \
ft,\ � > �
A� A � a
v V \ N���i
N
\
N AO
\ \ N \ \
N N
N
U
E N , � \ NN N N N /
U
J
1
W PLANTING SCHEDULE
PLANTING LEGEND WATER QUALITY POND PLANTING NOTES
J SYM. QTY. BOTANICAL NAME COMMON NAME ROOT/CONTAINER SPACING 1. THE LITTORAL ZONE & PROP. WETLANDS SHALL BE FINE GRADED &TOPSOIL
o 0 0 0 0 0 0 0 0 0 0 0 0 0 o n°0 0 0� APPLIED & FINE GRADED BY THE LANDSCAPE CONTRACTOR. (OVERALL
a
N LT 402 SAURURUS CERNUUS LIZARD TAIL PLUG 24" O/C LIZARD TAIL n
GRADING BY THE SITE WORK CONTRACTOR).
6_ CaF 402 LOBELIA CARDINALIS CARDINAL FLOWER PLUG 24" 0/C
CF 402 OSMUNDA CINNAMOMEA CINNAMON FERN #SP4 CG 24" O/C CARDINAL FLOWER 2. TOPSOIL SHALL BE NATIVE ON-SITE TOPSOIL REMOVED FROM THE WATER
o QUALITY POND AREA. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH
o THE G. C. TO INSURE THAT EXISTING TOPSOIL IS CAREFULLY REMOVED
Lo
WITHOUT INTERMIXING WITH CLAY SUBSOIL & PROPERLY STOCKPILED FOR
RE-USE.
rn CINNAMON FERN \ \ \ \ 3. IT IS IMPORTANT THAT THE TOPSOIL BE RE-USED DUE TO THE EXISTING
z NATIVE "SEED BANK". PLACED TOPSOIL SHALL BE 9" TO 12" DEEP OVER ENTIRE
WATER QUALITY POND PLANTING LAYOUT POND.
3 4. TOPSOIL SHALL BE PLACED TO COVER EXISTING CLAY SUBSOIL IMMEDIATELY
Lo UPON COMPLETION OF GRADING TO PREVENT SILTATION OF POND WATER.
0
U, 0 o
U c i 2 25. WHERE NECESSARY, PIN PLANTS DOWN UTILIZING 12" BENT WIRE PINS.
1
oco co
(SMITH & RICHARDSON Co., 1-800-426-0876)TO PREVENT FLOATING &AID IN m m m m o
ROOTING. Z °"
U U U� -w
o CaF @ 24"O.C. 6. ALL PLANTED AREAS SHALL BE KEPT MOIST & NOT ALLOWED TO DRY OUT. w Q o 0
0 0
i- (SINGLE ROW) "
a LT @ 24"O.C. THIS MAINTENANCE SHALL BE CONTINUOUS UNTIL POND HAS FILLED TO
w (SINGLE ROW) PERMANENT WATER LEVEL, POND "SYSTEM" HAS STABILIZED & PLANTS
U CF @ 24"O.C. " z ESTABLISHED (ROOTED).
0
w (SINGLE ROW) " MAIN POND
a
a „ w 7. LANDSCAPE CONTRACTOR SHALL PROVIDE CONTINUOUS MAINTENANCE OF
o ALL WETLAND PLANTINGSUNTIL ESTABLISHED (ROOTED), SHALL REPLACE
EDGE OF SHELF N DEAD OR DYING PLANTS AS NECESSARY DURING THE ONE YEAR WARRANTY
N WATER DEPTH=6" u- >_
0 „ M W
o EDGE OF SHELF " M w PERIOD.
w 6"ABOVE PERM. POOL co w
U)
o
2 H-
z
J
„ 0 0
o CL
LO DRAWING INFORMATION
o 0
Y 0 Z
o 0
c
0
0 a
�� N
Z LU
w • " q oC
Z I. 6' 1 ��p 1
U
6' LITTORAL SHELF BURTON ENGINEERING ASSOCIATES AND IS
Know what's below. NOT TO BE REPRODUCED OR COPIED IN
THIS DRAWING IS THE PROPERTY OF
CF OSMUNDA CINNAMOMEA CINNAMON FERN #SP4 CG Call before ou dl WHOLE OR IN PART.IT IS NOT TO BE USED
o y g TRUE NORTH ON ANY OTHER PROJECT AND IS TO BE
LT SAURURUS CERNUUS LIZARD TAIL 2"X 5"PLUG
j CaF LOBELIA CARDINALIS CARDINAL FLOWER 2"X 5"PLUG RETURNED UPON REQUEST.
Q MINIMUM OF 50 PLANTS PER 200 SF OF LITTORIAL SHELF TO BE PLANTED PROJECT NUMBER
Z NOTE: MOST AQUATIC PLANTS AVAILABLE FROM COASTAL PLAIN CONSERVATION NURSERY,
J
EDENTON, N.C. CONTACT: ELLEN TOLODNEY 20 0 10 20 40 80 P-020-2 I 8
LaPHONE: (252)-482-5707. WEB SITE:www.coastalplainnursery.com.
a (SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER OF RECORD)
3
(IN FEET)
a I inch = 20 ft. Sheetl4of 18

I
A I
LOADING SCREEN C � 4:111r
I
(11MAGNOLIA) f - - --- - - -- --- -- _ ,t, ____ _ _ _\-- �\- - �� � -�c _ _ � _ _ — _ -
ri
, i 7--- ) t 1---T-7 r 1-- F T-/- 7-- i 7-7 7 -7_, ,,.,(_77 " ....... .... .,_v _.... 7.7_,NT _ , _______ i ____=-.--------,...NN-- N--
x.,-!., tor .40
I il
1 / TTTi / // � 1 / / ,� / / / / 880 \ \ , TTN: 11JT I — I I I \--- \ \
�I� 70.17- / / / / // p/ —=__ — .: ! --- : . _ \ I \ I I \ BUR TON/ I _ _ -- _ _ _ — - — _ — -temen_ _ _ _ — iiIiI!IIi__ T\
= \I v / �I \ E N G I N E E R I NI _: / j87 \. ,I .° 867 'I I�� / �� - / .67 - 86867 ■■� � \/ /i r© a� A �����, 6 ���,.1111' . �. �.� 855(10 MAGNOLIA) I 11�� / / /,, 0/c 0W • VZ !■A�� ° D D I��► ` °I � °m gnommmum � eim�NEEAW° r mmo IL 860 - �� I // . III. . _ 4/4� 5950 FAIRVIEW RD STE 100
7/7
� ,��>.�;�, CHARLOTTE NC 28210
N� �i / r �� ' / / / / 7 \ \ \ \ � � \ / � • l / �`°��� � (T) 704.553.8881
�► h/ // / / / — \ -- \ \ \ \ \ \ I / — •� burtonen ineerin com
till:1'47-0;141i
ai � w �� / �� ".� �.��--w , w 869 A
I FIRM #C-1 157
gi
�� 1 �� © / ■ /� � �A. W W W 870 W 7W 9 w \ o ' 1 1 �������♦I 11 1 / /III��� 8- III-' p ° OO D ° p ° D O D D p D>\ ° \ D D DD O , DD > D ° O IS, °D D Db 6 O D ° . , I ,, •l�P1RO�,�I,1I / / �� �� ° ° / // , DD \0 \ DD \ DDD \ D ° /p $72/ / 1 oo I ,♦I / / 'lf// / D °� ° / D/ ° D D ° D ° D D I ° b D q D il% D D D ° p p D D / ' 0 •i O�`.S S/O i7 �
/ /II/i D C / D// ODD °/ / D \ \ / , D D\ p p\ D D D l \ D p p ° ° 4. \ \ D ► D p p p I t p ° I ' ° / ---1,
/ � �9•�(/�
I I ( �l �Q ;! 870 p ° p ,D , ° p D \ ° \ 870 \\ p p D I I D I ° \ D I8 ., D D D D I p 7O D 4011L/ I i Q SEAL r i _
I r � I � / ■ / ° / D� .•� / D O \ O D :10. 4k
\ � \\D O \ \ • •\� \ DD\ ` D DD D •DO O / � ► ii ��4r 879 /p DD (.� 12557lwtvavlwwivr�.,� moo__ � D '■ �■. D •■. R Dp D DDD •mil.
° ■ \ D � D ° D � D D � i � '. .' Z\ � � ♦� INE�� O1 �el ( O9Yl0010101;0� I/���IA� � ° � ���►- D � � � •
� . 1G� ■� ■� D D\ ■■ ♦ . .
2
, ,Ii..
N N
(( lino 1 J e o0 11;,•,•,0 Zli / /
/ elit V I # II- / / / / / / 10,03 if
\ \ 1 \ I \ I I I // / :1 • /
2 II V till" o eil I.�I� / / / / / / / / ��� 1,1\ \ O 1 —
e1 / 1 / I.. a TERNALPARKNG
/I f\ \/ IJ / _ \ \ \I / / I 1 \ \ I \ 1 t \ \ /
/ 1 #. / / / / 1 \ 1 1 �� c�(3 MAGNOLIA) // , ���� iie� //�I � " �# I / I / / / / \ 1 1 I 1 \ ` I / �I (I
I / / \ \ \ III \ \/ / I / / / / \ \ 1II \ \ \ \ / IIIII/ \ Ij1i1
L
2 ►� �! . e, mum v # \ \ \ 1
/ IVtI/ �' F,;12) Ar 1~ �# I / / T \ )p \ \ \ I \ \ \ \ \ / I I�fI I / \ \ / I IIII IIIIPARKING SCREEN II ii e ��� ��, 1 O i N TIO P ' N�INGS 5 O C / 1 I III
C.'
STAGGERED DOUBLE ROW 6' 0/C I I I 1w�lU __� I 11 LnS Y A- IA) I I \ \ \ \ I 1
r .IIIII oe�'�� ��11► Z I I I I1117 � � \ � I III III '270 YAUPON HOLLY Is-- # I JIII( ) II rs� :.1 ► I I 1 I �� III/ I l I � o�,,,� ���,:�� ��,�� , .�/ I I / \ I 11 \ \ I I � I / � IIII
1 i III I II l / ill, low , .� / � � I ICI
►� II V r ► ,�- ,, DWI i1 / / J / / / / / , , I /
I I I \ \ \ \ \ \ I I I I 1 I
i � 1 I e31/ d ,■�ii I, � I I 1 / 1 / 1 / I h I 114 0 I I I \ / Eh111iltll r .�� I / / 1 \ I I I I 1 /, I I \ \. \ � � I IIII►�► / / L . \ \ \ \ \ 1II ( ( 1 I III 1111L
♦,•• f-Rkm
e�A II / I I I \ I \ I I I \ / i'
e! ►10. li4 / Wm, _ A I I ► • 1 \ \ I - III1 / I I I I I I \ .�J 1 / ww w , / I I / I \ I \ I // � / or, �� oilij # I II I ) j l \ I II fI \ \ \ II II III \ \ 111111
_ IIIII
-- L I / . e1';' / -�! / I I ( I — \ \ \ \ \ \ \ I /
�: . \ \ I \ I \ II \ \ \ IN III
/ •
►, / It `��I, MAIM u # I / / / / h I • i� fI
1 �O I / 1 \ \
�.f IeR, / DWI # �l 1 I I , l / I y I \ \ \ \ I I I I \ \ 1 NI 8j> itU/ / / Q�, I gi # / / / I / / I � \ \ \ \ \ \ \ I II III \/ 1 ` r . W. na--- its r_4 ,� //} / 1 . }I } } / } / I \ \ :r7.• } \ 1 } \ } I } 1„ - I 1 I . \ / I
✓ s� m�I# � r/ I .,"; / ll ll //// Nll / / I \ \ \ \ I / / III iII � I I Iz/ / � � IIJ # / / // / / ll ( / 1 I 1 / / / III I I I I / r // r / ?a�I \I # I / / I 1 I I STREET TREES 40' O/C o �// / / !�o� / / // / I )11 I / �� �•�
(46 WILLOW OAKS) / >m 11/I/ �� r / I III'?a1ei ----:,- , IM # / / // / / / / / / J I I I I / / I I I I I I I I I / I I l l �,.� y
/ Ill,.ai � II �I # / / 1 / / I I III I I / „ =_ Q
/ / / II I JI j 1 J I I /
/1// V , / 407/
r / III.:Q, — ViI / / / / / / / / / I / / I / / I / / / / cc
� i 1// ��:�/ � � „� �� �.I �� � , / / 1 � 1 , , 1 � / I / � / / I , I � I/ / � I � I I I / / / 1 / I � / // /71'
� 111111
� � _ UwIli r l / / II1„�, ��r— ;I! / / — ,7 — / / / / I , — 1
I I / / / / �� �� �� / Z
/ / ft ,/ I :e; / / / / / I I I I I I1 ,
1 I ( ( ( ( 7 I
I / / I0 III .�• �� a o/ �,:Q, / — / / / / I 1 I I / / / I I / 1111II III / / JICII /, � � / ,,; � / / � � / / l I I l l l / I I I / � � _ III I . � � z �/ e �0 # I / / / / / / / II III/ ;�,�' / / �, . # - / / / ' / / 1 I I IIll��all W w/ ���� / / „o, I . . o _� # / / / / / / , I I I II ( 1 .,(//,//[// III 1 II / w z Z/1/17
/ �I ■II # I I / / / / / / / / I � I III / >/ I / / / \ �, I ■ . � �. # I < < � I l / / / l l / / � I I 1� l ► \ � ,■ 11 /7 / / / / / / l / /i I I I Ill / / / I o8 Q Q
� le / / / � / I I o/ �1. \ „R,10P1 ■II.. / I / / /— / / , —/ / / / / / / I I II I Q �„111///
� �\ e, \ �.. � �� # \; \ \ W t \ 4#1\* Pj Li \
/ I / / � / / / / / / / I 4/)//iiii
� � � Wpm
/ '14. / 7(1 i\ filiW , \ \ 11110 Ntalinn 1m ,r, \ \ , \ \ \
\ -- gal \ -Y / 1 \ \ \ \ / / / / // / / / / ( , 1/ / )/ / \ 1 i i I / // / //1
/ \/ ,7 , / ,
mi
/ I,A , / ---- / re Zi roli \ / \ aOeT T \ o �ri1 p D D D ,` _ D �. D ° r I 0
2 \ OJ-elTO?e�e�e- v ��� V D D s p / b .�_ °D D _ AD ! ■ ■ D1 r ��2 1 e�0IC:0:!,e1�L 4JO,o 0 ° p °= s D DD= OpD DO° b D - _ p p ° ° ° - pb° - DOpe \ �I / 1 /// i 11 �y / 1 /�� 0 4 — D pp \ D ° C b D D D / p / D . IDO / // Z' \ i \ .. � '� H70\ D < , OD / p .° \ p � p DD / D b / p / p ° � �'� J I I lip
I \ \ DO ° DO� D ! H7O DODDr \ pOH7O pDDD Il / / / l I / O
LOADING SCREEN / r \ © D �DDp / \ D ►3i
DpA Op / // /U1,04411
° DDDbp ° pD , D DDD p , /ppO `� DDO ♦/ ' / 1-
28 MAGNOLIA © D D D D /_y/ p D /
( ) / n/ or / \ > \ 72 •
`� D\ ° Dp D D D/ Ob D p: p\I ° D I D / O D D/ >� /D O I D DDC D H72 / / / / /
flig \ \ \ \ \ {\ �'. M O , \ D D D Dp \D ° O p 1 p ° I D\D D I O l D ° // /D/ Al ° ° / / vp D b / ° ° I I / / / / �//
fi"Pii 1 \ ,, / --/
\ \ \ \ fr 41)-Mik4 W ' ''' ' A ,,, ' i - ,', - '-.WNW. \ MI O \ I D D b /� ° ° D / / / / . , / / W
4/ / Oa \ \A \ \ \ 1 4
/I/ (,) / :: ?\ \,/,/,
\ ‘ .( \\vs
\ , 'IL
,;), v,di 11:116:111 \ \ \;:i '
; • /AIL 81° -,- - a _ -iii '7/ ,,,b //rb//% fr/:19/////// / // 7/
\ \ WAks41'w "ox:4, i ,� i ♦. 1 1 1 1 1 / 1 I 1i i ii / i i ' /}I 1 1 ' i ii iii �i� / I i i /i / / / / / `b�� �r/// ' ► p1111 / / 1 1 / / / 1 /I 1 / Al/ 1 1 1 11 / / IVal/
1/ 1 / / / / / / / f7i, /////�\l I�\ I I 111 t- 11 1 /,Y //,II11 //,1I11 1 1 1 1 / y 1 y 111 / / / j� ���///LI
/ \ ` . I : \ ' S I S C S ' I / 1f ' 1 1 1 / 1 / i Al 1 1 ; 11 ; // � / / ,\ � �.s s Sir s1 S Si s,� s I s� s 1 s�t
s I s /'/;/ s� 1s -�-- ' �. ss��fss s1 I s�s /{ s �ss / / / �`� / // ,/
#► \ ' \It II �I I I I I I /]�;'1{ y/$ '' 1I1/ 1 11 , 1/ 1 11 / / / / (O (�// * ' F3 (�� o► ,1 `1. 1 1 1 1 1 1 1 1 1 / 1 1J// / /
I \ \ \ /� I' ' - I-- - - I- I - - -- - 1 -- - I - -- - __ - ' - I -- - - -- I III III IIII / X I II "I / / / /► C° Ij 4 t + f -I- f 4- -1-,,� -1- 17I- -I- - i- f 94-1-- -/fly--�- 4---1- f--f' -t -I-- _ -ram,- f - _ - _ 7 -F _ -I- �- t -I--f_ 1_ -f-_, /L _,ff+ '- __1/-_'-__,__L_ / / // ( / /
m / �Sl li; \ II I IIXI .f ' Ii� ' 1 / /r l� 1 I / / / / IU / ,/` ` \ 'I 1 867 \ I I/ /'' /1 / I I i ( .I ojd.y--'
/ / / ,// /
I I a� I I I H67 /
/ // 7I I I 1 / A I / / I /
1 / pce
► \ S� I \ `� ' I 1 1 1 /I //,xY I 1 1 1 / f/,I / / ///y/// // / / / / / / ,
LU
Z � \ I �,, \; 1 /1 1 1 / 1 y 1 / 1 ✓ / / I I / / ; F/��! 4 // // / / // ///
/ / / / / / , / 77/ . &/
J ..i/ -- , S��` \ \ / 1 I ;_ \ .` , I \ I \ ,h 1 1 /� 1 / YYY / / 1 1 1I YYY 1 11 1 11 / / / �� r. /
=��� I I /I I I//I I I I I /i I I I I I I III/ 0 / I I I I d / / ./
00 iiii) \ \ /z i / /
I /N 4 / /t ' / '\ \
/i leg II l \ \ / / / / / , ,, / / / / / / ) 2i , / / // / //// //// 1/, '
/ +
III / I I / / / /
N / ► / oil Ili I�I�I , �y�-_. I I 1 I ,\` I I 65 I I �1 I I I V5. I I I 1 1 1 1 I I I I // / / // ..
S1 / \ / !!� . \. \ 1 1 1 /dQ� ��r 1 1 1 1 .✓I 1 1 1 1 1 1 1 1
O — I ' . T 1 1 / I 1 1 1 1� I 1 1/�� 1 1 1 1 /pi
1 1 1 // // / / / /
/ 4/ 11 / \ \ `II�� \ \ j \ T, ; 1 / �/ —� J- I I ; ,1' 1 I1// k fIIIII1 1 i ✓ / / / /� / / '�
/ I .\ 1 1 1 1 /f 1 1 1 1 , 1 1 / f / I \ \ /1f 1 // k // �/ /cV \ I I I I I I Lil I I I f / / I I A / I ✓ 1 1 / / // / /// \ \;i„,,,,,,,, T� 1 1 1 1 1 �f 1 1 1 1 1 / 1 / {// / /r / / \ 1I I I I 1 I I /1 / /
�S' \ ► 1 i �'�I �/i / 864 1 1 1 1 1 1 ' I I 1 1 1 1 I I / / / / / '�I I, \ I I\ \k I 1 1 'I 1 / 1 1 1 �1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 864 /
W Q� I I I I I I I 'f 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 / '???
// i �� / / QI0 -'� LA_
' _1 ' / ' _ 1 1 1 1 1 1 / /// / / / LANDSCAPING LEGEND
Q / \ M1 1 \ _1__L J__L�_J__1__L- -_1_-L1_-L_A-1�L_JG-1--L�1--1- L_-.1- , �L--1--1-_L_y 1__L -1-- _L_ _ Hz
L_ _1 L- - _ L 1- L -1- - - 1 -1--L_1 _J / /// / // / /
o / // r / s' \ r1 'II� ! —� 865� = :._ / ___- ==—/ — —____� 860 = � / // ��
a //4
\ I..I - V _ / I / - _ 855 — �� / / // / / / //
r / I � — \ I l == sr � / / / Am4
WILLOW OAK
o / s � 880 ) / — �/ � / � // /
coo / /
r / .1/ II ill \ / / / / / / I / / / / / / 845 _��j / / Y / / / "I
\ / / / ///
1' 041 / Z 1 / 1 r / z , / ;
I \ \ 4-4 . . .
/ / / I I / / / / / / �/ 0 LITTLE GEM MAGNOLIA = =cc,Z a`
o Lo / /I/ filW / III / / I / / / / / / 1/( 7 / U U g �w
► / III \ / / / / / / / / / ��/ /( r/ / / / ` (., Q off
/ OH ( / / / / / / / --7 ------ 4110,
a // SI
/ / / / r/ / Oil RED MAPLE
ct //71 ' . \ � / / / / l / / / // / / / / / / / //// / / I III / / / / / / ,7
��
‘ / #� / / \ / / / / / // I I / / / / / ✓� Ci
YAUPON HOLLY
c� GJ1 / i " / DRIVEWAY TREES \\ \ \ / / / / // // // // / // / / / /f I // / / / E
/� / 15' O/C \ \ `o / / / / // / / / / I // GLOSSY ABELIA E
o
j D <IP ;'�, to � aka% / (10 MAGNOLIA) /4/ \ N \ \ �/ / / / / / / ,/ // / / / / / / / I ///i U
a ,b / / //// // / / //
/ -4/ V( ( 1 / / 7 ,,/
/ vq- ) rty- ./0614- 4,_ , N \ \ i \\
///// // // /,
ii i ) / 0 /
uI
l i "it"
gr.. \ \ \ \ N \\ \ \ \ >/ ._ - / ,//////////////_// /
7 / - 2, J DRAWING INFORMATION
,_, ,,t — 1, , AIV UV* AV
o
p •� / Ss�PFRCO �; ��� 04% J,,
4 LANDSCAPE SCHEDULE "FULL TO GROUND 0 n co
4/4/ x A, (!) ,,,'21�l I WQ ' QoC Nz / / / SYM. QTY. BOTANICAL NAME COMMON NAME LOCATION TYPE ROOT/CONTAINER PLANTING HEIGHT/SIZE AVERAGE MATURE SIZE SPACING
U i ��� ��� �� ��� • THIS DRAWING IS THE PROPERTY OF
/ ,, ( GA III ABELIA X GRANDIFLORA GLOSSY ABELIA FOUNDATION PLANTING SHRUB 3 GAL MIN.24"SPREAD. 3'-6'TALL 5'O/C BURTON ENGINEERING ASSOCIATES AND IS
i1I, _ \ o \ \ (/ Know what's below. NOT TO BE REPRODUCED OR COPIED IN
c/ ? \_N50.29'53"E�-
Aft-
Call before you dig. TRUE NORTH WHOLE OR IN PART.IT IS NOT TO BE USED
3 / 0 1 5' (©/ /©) ON ANY OTHER PROJECT AND IS TO BE
�`•t ► DYH 270 ILEX VOMITORIA'NANA' DWARF YAUPON HOLLY DRIVEWAY/PARKING LOT SHRUB 5 GAL MIN.24"SPREAD 3'-6'TALL 6'0/C
/ 17// �— // A
� a 1-� RETURNED UPON REQUEST.
��' c9 j� LG 62 MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA DRIVEWAY TREE B&B 2"CAL,8'TALL 20'-25'TALL I5'O/C
ce / v v ��\ \ ��► • ��� PROJECT NUMBER
w \ \��\!` \ WO 46 QUERCUS PHELLOS WILLOW OAK STREET TREE TREE B&B 2"CAL,8'TALL 40'TALL 40'0/C 40 0 20 40 80 160 P-020-2 18
/ \ ` V \\ \ RM 6 ACER RUBRUM RED MAPLE PARKING LOT TREE B&B 2"CAL,8'TALL 40'TALL AS SHOWN
i
/ / / \ \ \\ ` \ (IN FEET)
____ ...._
/ / \ ♦ I inch = 40 ft. C600
Sheet 15of 18

REDUCED PRESSURE PRINCIPLE ASSEMBLY APPROVED SPRING ASSISTED
- ALUMINUM COVER AND DOORS
Mail
LOAD REQUIREMENTS UP TO H-20 REDUCED PRESSURE DETECTOR ASSEMBLY
RE
SHUT-OFF VALVE 1Eir
SHUT-OFF VALVE 2 SLOp� DEPARTMENT CO OPTIONAL FDC NNECTION)
# - TAMPER TO BE DETERMINED BY
REDUCED PRESSURE SWITCHES FIRE DEPARTMENT OFFICIAL
WIRED TO
�--- �� I PRINCIPLE ASSEMBLY ALARM SYSTEM
~I I- T�='i'�� �I I I _7TI-II I I I KI
- - - -
CHECK VALVE #1 36" r I "'
PIPE UNION f1
CHECK VALVE �/2- K- STRAINER MIN TO BACKFLow - MECHANICAL JOINT TAPPING SLEEVE -- .11. BURTON
ASSEMBLY PER THE MATERIALS SECTION
��� � � © STRAINER
v:r II!)
.�- s-'�� -rti- a OPTIONAL - �.� - \ - �.. - I jj�j/
APPROVED arm ` -� TEE WAFER
h:JJ •., ♦., l\J/ CHECK VALVE
� 6 [ II REMOVABLE
.. ��� _ E N G I N E E R I N G
�iri
� _ •J' `'� •�- � ~ �_; C INSULATED I :�11:, rlri. I. VALVE (SEE RIP
MIN �' ~ ! `{- ENCLOSURE `_ NOTE 2)
12" APPROVED
"� RESTRAINED 1 DUCTILE IRON PIPE REMOVABLE -
a
INSULATED �� • tip PORTS ��
_ :V:�� J
REMOVABLE �r / WITH DRAIN 14...61. (
JOINT PIPE AND FITTINGS WITH I USE 90' BEND
INSULATED ENCLOSURE ,,,,WITH DRAIN PORTS. ,.,
. `3c APPROVED JOINT ENCLOSURE FLOW �
� FLOW-.-- • RESTRAINT WITH DRAIN LOWEST Fagg
0� � .. WITHOUT FDC 5950 FAIRVIEW RD STE 100
1111,•'111111
lwI I PORTS ZQPOINToSLOPE GROUND I _• ��'I,�I• FLOW ! ' I� �I CHARLOTTE NC 282I0
_L 4x8x16 SOLID CONCRETE OR RELIEF 111111
O 0n AWAY FROM ,.;SLOPE GROUND RELIEF VALVE 12" DRAIN HOLE 12" NO. 57 WASHED STONE VALVEOUTLET __ __ _ burtone0n4ineer888com
AWAY FROM . ELEVATION VIEW I12 MIN. BLOCK SUPPORTS AS NEEDED No OCOVER 12"
____i_frr....1A
'• SLOPE GROUND (' '.
COVER 30" MAX. OUTLET a MIN. burtonengineering.com
a < ••• • 4 .a '. _ AWAY FROM 0 0 �. a • • .° .-. n n .d •' b
'-1 I I ,111 -I i h° - I-I I - -III-III- COVER (TYP.) t -1 II II I r -I I i� I _ I I-I r - 1 I I-i I I
III-I i 1 -I IL.- J - I- _I I-I -I I- �. -I I` L 11-- --111-I 1 - 1 57
FIRM
Ciii LOWEST POINT OR ... .. ... . ,
_ =III _ •. ... , . I _ _ _
{-�-}}
�� I II J II! 7�C
iillgill. - -
RELIEF VALVE OUTLET �` 12" ... I I I-fl 4 i I 11 I-I I I-I I I-
J II! DRAIN11I€ III- 1 I I _I I L_III- _III-II - $ ,,,,F,,�v72_,_...
iSUPPORT PAD AND L HOLE CONCRETEF
SUPPORT PAD AND CAROaaa i3 ASNREQU RED BCRETE TYNGS �� , , J ♦ ESS/ ••<MANUFACTURER AND -�I � II� ( ` CONCRETE FOOTINGS AS4 6 REQUIRED BY Q- /MANUFACTURER AND ' 0 . O . /, •
D.I. PIPE � � I BRASS PIPE SOLID 4" x 8" x 1fi' SYSTEM DESIGNER • _ btiRESTRAINED JOINT DIP SYSTEM DESIGNER 8" • •• 9 .
SEE NOTE �/5 AND FITTINGS CONCRETE BLOCK ON DUCTILE IRON PIPEDUCTILE IRON PIPE FOR Y.A MIN. 5' ON EACH ■II�� ■1�■�I+�i �� �1► il�ll �I� UNDISTURBED GROUND RESTRAINED JOINT D FOR A MIN. 5' ON SEAL •
END OF ASSEMBLY ASSEMBLY OF •
1. n . •
NOTES: Ne-.• '<9
.....
ADAPTER PEROPTHE I FLEXIBLE SLEEVE .�CT J� ♦• O
(SEE NOTE 5 . 9 F
STRAINERi ••. ♦
1. RESIDENTIAL IRRIGATION CONNECTIONS AND ALL COMMERCIAL MATERIALS SECTION N__TES: �aa ON ♦�,�I N
CONNECTIONS MUST HAVE BACKFLOW PROTECTION. SEE L J NOTES; 1. FIRE DEPARTMENT CONNECTON DETAILS ARE TO BE ...........Oc�I'L
BACKFLOW PREVENTION ORDINANCE FOR DETAILS.
DETERMINED BY FIRE DEPARTMENT OFFICIALS.
2 REDUCED PRESSURE ZONE ASSEMBLIES (RP) MUST CONFORM TO CITY OF PLAN VIEW 1. RESIDENTIAL IRRIGATION CONNECTIONS AND ALL COMMERCIAL CITY OF OPTIONAL FDC SHOWN ABOVE. CITY OF
CITY OF NEWTON ORDINANCE. REFER TO CITY OF NEWTON NEWTON CONNECTIONS MUST HAVE BACKFLOW PROTECTION. SEE NEWTON NEWTON
ZONING REQUIRED BPA BACKFLOW PREVENTION ORDINANCE FOR DETAILS. ZONING REQUIRED BPA 2. WAFER CHECK VALVE MUST BE INSTALLED IN ZONING REQUIRED BPA
APPROVED LIST OF BPA'S. SETBACK ABOVE GROUND 1. PIPE AND METER SIZE SHALL BE AS DETERMINED BY THE THE CITY OF NEWTON. MINIMUM PIPE DIAMETER OF SETBACK ABOVE GROUND ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS SETBAC ABOVE GROUND
4 INCHES. USE FLANGED REDUCERS FOR 3" METERS CONNECTIONS. 2 REDUCED PRESSURE ZONE ASSEMBLIES (RP) MUST CONFORM TO NOTES: FOR HORIZONTAL OR VERTICAL INSTALLATION.
3. ALL LOCATIONS FOR BPA'S REQUIRE APPROVAL OF THE DIRECTOR CITY OF NEWTON ORDINANCE. REFER TO CITY OF NEWTON
OF UTITILITIES AND MUST BE ON THE PROPERTY OWNER'S SIDE OF 2. ALL PIPE MUST BE DUCTILE IRON PIPE WITH APPROVED RESTRAINED JOINTS AND FITTINGS APPROVED LIST OF BPA'S. 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF 3. REDUCED PRESSURE ZONE ASSEMBLIES (RP) MUST
THE METER AND OUTSIDE OF THE RIGHT-OF-WAY. PROPERTY PROPERTY PROPERTY
MECHANICAL JOINT FITTNGS. CONFORM TO CITY OF NEWTON ORDINANCE. LINE
LINE -
3. METER VAULT MUST BE BEHIND CURB AND/OR WALK AND OUT OF VEHICULAR TRAFFIC. PRE-CAST 3. ALL LOCATIONS FOR SPA'S REQUIRE APPROVAL OF THE LINE _ _ _ REFER TO CITY OF NEWTON APROVED LIST OF - -
4. EACH BPA IS REQUIRED TO BE TESTED BY AN APPROVED CONCRETE VAULT REQUIRED (H-20 LOAD RATING) DIRECTOR OF UTILITIES AND MUST BE ON THE PROPERTY BPA's.
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN L OWNER'S SIDE OF THE METER AND OUTSIDE OF THE 2. SEE APPROPRIATE STANDARD DETAIL FOR THRUST L.
SERVICE. PUBLIC 4. MAIN LINE AND BYPASS VALVE WILL BE PER THE MATERIAL SECTION OF THE LAND DEVELOPMENT STANDARDS RIGHT-OF-WAY. BLOCK DIMENSIONS. 4. ALL LOCATIONS FOR BPA's REQUIRE APPROVAL OF THE 3 CITY OF
WATER CITY OF MANUAL. PROPERTY OWNERS VALVE MUST BE LOCATED OUTSIDE OF THE CITY OF NEWTON METER VAULT. WATER CITY OF DIRECTOR OF UTILITIES AND MUST BE ON THE PUBLIC a NEWTON
5. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CITY OF MAIN ❑ NEWTON 4. EACH BPA IS REQUIRED TO BE TESTED BY AN APPROVED MAIN ❑ NEWTON 3. WHEN NEW WATER LINE AND WATER LINE BEING TAPPED PROPERTY OWNER'S SIDE OF THE METER AND OUTSIDE WATER ❑ METER
NEWTON LAND DEVELOPMENT DESIGN STANDARDS MANUAL. DUCTILE < METER 5. PRIOR APPROVAL REQUIRED BY THE DIRECTOR OF UTILITIES IF THE METER VAULT HEIGHT EXCEEDS CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN a METER OF THE RIGHT-OF-WAY. MAIN o
IRON PIPE CONNECTIONS ARE TO BE RESTRAINED MECHANICAL 72-INCES. METER MUST BE MODIFIED TO READ FROM TOP OF VAULT. SERVICE. o ARE OF THE SAME SIZE, A DUCTILE IRON TAPPING cc
JOINT BELOW GRADE, AND FLANGE CONNECTIONS ABOVE GRADE. SLEEVE WITH MECHANICAL JOINT MUST BE USED.
5. EACH BPA IS REQUIRED TO BE TESTED BY AN
6. HATCH OPENING WILL BE 30"X3O". 5. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CITY APPROVED CERTIFIED TESTER PRIOR TO PLACING THE
TYPICAL LOCATION REQUIREMENT OF NEWTON LAND DEVELOPMENT DESIGN STANDARDS MANUAL. TYPICAL LOCATION REQUIREMENT 4. CONCRETE THRUST BLOCKING MAY BE REQUIRED AT THE WATER SYSTEM IN SERVICE. TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION 7. NOTCHES WHERE PIPING GOES THROUGH VAULT SHALL BE FILLED WITH MORTAR. FOR ABOVE GROUND INSTALLATION FOR ABOVE GROUND INSTALLATION
N.T.S. N.T.S.
DISCRETION OF THE DIRECTOR OF UTILITIES 6. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN N.T.S.
8. THE TOP OF METER VAULT SHALL BE AT AN ELEVATION SUCH THAT THE SURROUNDING GROUND SLOPES CITY OF NEWTON LAND DEVELOPMENT DESIGN
AWAY FROM THE VAULT.
STANDARDS MANUAL.
9. STRAINER SHALL BE INSTALLED INSIDE METER VAULT WATER SYSTEMS
WATER SYSTEMS
WATER SYSTEMS OCTOBER 2008 CITY OF BA WATER PREVENTION
WATER SYSTEMS CITY OF BACKFLOW PREVENTION TAPPING SLEEVE & JANUARY 2009
I coy BACKFLOW PREVENTION JANUARY 2009
WATER SYSTEMS JANUARY 2009 CITY I
CITY OF OCTOBER 2008 FIRE SERVICE CONNECTION
REDUCED PRESSURE PRINCIPLE 3" AND LARGER 0,I REDUCED PRESSURE PRINCIPLE VALVE ASSEMBLY NTS BF-3.0
ASSEMBLY(RP)3 AND LARGER NTS BF-2.0 ASSEMBLY(RP)3/4"-2' NTS BF-1.0ot, 1 e w t 0 n
NTS W-2.OB STANDARD DETAIL ABOVE GROUND
STANDARD DETAIL ABOVE GROUND SERVICE CONNECTION STANDARD DETAIL ABOVE GROUND STANDARD DETAIL 411111.1111111)
NTS W- 5.0
STANDARD DETAIL
A
nA
55(4' BRASS I21:1° STORZ Fire Department Cnnnection Flu
FREE
f
RIGHT OF WAY OR
STANDING LDIt NOTE: EASEMENT LINE (TYP.)
CONCRETE SLOPED NO TAPPING OF CLEANOUT RISER; CLEANOUT CLEAN OUT
�� CAP CONNECTION MUST BE MADE AT (PER DETAIL 5-15) PROTECTOR
• 1'-O"TYP.UNLFS SHOWN OTHERWISE 1� a ]0{V' 4a THE PLUGGED END. PER
ALTERNATE HYDRANT LEG POSITIONS FOR ON DRAWING,AND APPROVED BY THE • DETAIL REQUIRED 17.0PER z
I,` -17 TxPE .,..„..i.„, , , , ,
MAINS LARGER THAN 20"(SEE NOTE 3) CITY'S PUBLIC WORKS DEPARTMENT. NAME PLATE ►r ' +
- PROVIDE 6"DIAM. STD. STL. PIPE I IiI a � � �/ /�/� /�\�� ��`/���j /�
x"xb°WELDED I' 61' 4` SCHEDULE 40 a - � � � i - \✓�✓`��,�\ J
o-;. ' OUTLET LOCATION 7(9 CCIMPA�IIIJI BOLLARDS)(PAINTED)SET IN 4000PS1 n / / / //i/ / \'\%`��
4 ,; GALVANIZED PIPE F LACWG� CONCRETE MIN 12"x 12"x 36"DEEP FILL n
CONCRETE PAD PIPE SOLID W/CONCRETE FLUSH W/ N 0
_ PLACEDHYDRANT TO BE _ _ _ _ TOP. Q
rnci �� STANDARD 4' OR 5' MANHOLE U
Wall'
PLACED WITH S" „�^"
s ! r A i ..11il... w ! -'
I. 1f--1I--1 I�'• IL.��i.�11.�i1�lL�• ••+�1. `.7.
DETAIL S-1
FACING ROAD „ 4' DUCTILE IRON it .11;"'1L� .�1,-1[-II-U-r Il= n_ (SEE ) 2
. , 0 '
STORZ NOZZLE
OUTLET LOCATION * :: I ^ r!
- SPIGOT FxP = % fi�=1 II=II=� �1=IlJI = r 4" SCH 40 PVC
AT LOW POINTS AT HIGH POINTS Ili
C' 2 11z" HOSE _ "` "" 71=11=f -
1 _ Ce
1 OR D.I. PIPE
NOZZLE --.l ll� =.��-1I �I�ll+i IE_r i 4 O
,.. , Fr#1, ` l�
(TYP.OF?} I=11 I"` '�lll [I ! �•"
CONCRETE VALVE PROTECTOR RING r-I l II ���
` . II. IL T il:-�l1. r,iI .li'�7C- Z ' ^
ADJUSTA6LE VALVE BOX FINISHED GRADE - _ 4 . A I I ---1 U v,
I r I - . CONCRETE TROUGH TO BE BUILT TO DIRECT J
�' ii 4' MECHANICAL416 } FLOW FROM LATERAL CONNECTION TO
2'-6"MIN: • i e e e. a.��;�_-=w.��_� � w:w w•� VARIES PLUG AS PER W
6'GV FLGXMJ K JOINT 90 W1 �;!•r r; � oshios *1.� .o �.ii i:Wii.74.7: r opio, - EFFLUENT PIPE c SEWER CONNECTION > Z
NOT LESS THAN ;r!•! --I m (n DRAWING (S-15) O
HYDRANT TEE CU.FT,#67 CRUSHED MEGALUG RESTRAINTS r��r 0 * m 4" OR 6" SCH 40
STONE(AROUND
p m PVC OR D.1_ PIPE O
WATER MAIN Ji
a • WEEP HOLES} AUTOMATIC BALL '- c Lj m U QI..I..I(6"MIN.) CONCRETE THRUST DRIP DRAIN = D clLU 03
1-III._ .:., ? _ at BLOCKING Q �1�� MIN. 1% SLOPE O�
CONCRETE III1�':;.;:`. - .. �.� _ (2"1+11N FROM VALVE LOCATED GRAVEL DRAIN H
THRUST 1 WI o ?, 5"DIP-15 MIN. • a.
:ITII III: ` .1 _ -AIII,II 11 WEEP HOLES) AT LOWEST POINT FIELD TO BE L_L_I_i J m D _ �f
BLOCKING I „ 111 �, ITr (SEE NOTE 1) IN COMBINATION WYE �l
�l d11 `_ I�IIIIIIIII11 PIPING IE TO 1' 0" � 6 a 0 I-
hIIIlllulll1 �1d \
•
UNDISTURBED SOIL 1=ld-i�'; . =F=1111=-11 III111I11111=1111 ADEQUATELYed - .J - :a r. (PER DETAIL 5-10
4 FLEXIBLE SLEEVE AND 1/8 BEND
III-. )i % ) U
SOLID LXONC PAD 111=-1111 I;--pll-,IfIII 11 - �i11=111=111=10
11�11 1=.11 .111=IWIII M I
_IJ��J rz •
=Ir=1p.iiwil- ACCOMMODATE
18'SQ x 3"THICK RESTRAINED �'IIp 11111��IRI NIT+alil DRAINAGE
Z m
(MIN RIMEAISIONS) Mu -n 1= a UNDISTURBED SOIL TYP. STL. BOLLARD DETAILZ
CD
0
UNDISTUR8E0 SOIL In-I C SECTION
NOT TO SCALE
111
N
1. POUR OUR CONCRETE SO THAT NO FITTING OR FLANGES ARE COVERED. F • D . C . DETAIL
o 0 Z
2, HYDRANT STANDPIPE TO BE EXTENDED AS NECESSARY TO MATCH FINISHED GROUND ELEVATION. Cot
3. AT LOCATIONS INDICATED ON PLANS FOR MAINS LARGER THAN 20", USE ALTERNATE SCALE:
1 /2" _ 1 1-0!f
HYDRANT LEG POSITION AS SHOWN ABOVE WITH WELDED OUTLETS IN LIEU OF TEES.
4. HYDRANTS SHALL CONFORM TO AWWA SPECIFICATION C•502.
5. HYDRANTS SHALL HAVE MAIN VALVE OPENINGS OF 5"STORZ NOZZLE PUMPER
CONNECTION FACING THE STREET AND TWO 2,5"HST THREAD HOSE OUTLETS.
6. ALL HYDRANTS SHALL OPEN COUNTERCLOCKWISE.
7. PUBLIC AND PRIVATE HYDRANTS SHALL BE PAINTED PER MATERIALS SPECIFICATIONS. f \ f \ I I
• 01iT4`_ WATER SYSTEMS 3'-0•MIN.CONTINUOUS PASSA X BACK OF WALK
..:- �y,,t'v JUNE 201.7 � ACCESSIBLE PARKING REQUIREMENTS - ACCESSIBLE ROUTE I
w /�C7" 4�` Y 3'-0" 3'-0" sICNACE�, / c -r
cn I d NEWTON N m+ Lir �� ► / O ® © ® (SEE NOTE 3) / /
Q I `I ••� SIDEWALK m TOTAL PARKING SPACES T / D
MINIMUM NUMBER MINIMUM NUMBER OF r
lirC C m OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
NORTH CAROLINA FIRE HYDRANT DOVE JOINT PROVIDED I.
0 < NTS NT- .O w ` SPACES REQUIRED TO BE VAN ACCESSIBLE 50.os FOR NO
}
r < EXP.JOINT-.- JOINT 3t TWO 1/2" THICK PIECES 1 TO 25 1 1 DETAILS �x'> �'�
•.......SS,.".'' 3 A+ A
• < BITUMINOUS FIBER REQUIRED -'
m IF PAVEMENT IS CONCRETE 521 TO 75 3 1 VAN
-SIGN R7-Be
I- X�
0 F
FACE OF CURB 76 TO 100 4 1 g' - - I `
J 8'-0" 4'-0• B'-O• 101 TO 150 5 1 �1J�� + RESERVE D
NOTE: GROOVE JOINTI�?17r� B K 0 PARKING
w TRUNCATED DOMES COLORED SLOPE 1 4" PER FOOT
151 TO 200 6 1 IACC E S I B L E
/ 201 TO 300 7 1 ONE OUT OF EVERY EIGHT(8)ACCESSIBLE SPACES,BUT
Z PER STD.NO.10.356 NOT LESS THAN ONE,IS REQUIRED TO BE VAN ACCESSIBLE.
a PLAN VIEW-PARALLEL RAMP 12 SLOPE 1/4" PER FOOT 301 TO 400 8 1 (SIGN R7-8a
J 5' TRANSITION FROM 4' WALK " 1 ° e PARKING SPACE PAVEMENT MARKINGS
3 R •, , • 401 TO 500 9 2
TO 6' WALK. ALL WALKS MUST I • • ••
SLOPE •A• 12:1 1 ACCESSIBLE SPACES /
M BE A MIN. 6' WIDTH AT RAMP. PAVEMENT ° • a • • ° •
•
Q °• 501 TO 1000 2%OF TOTAL 1 IN EVERY 8 O ) /
lf7
SLOPE "B" 1/4"/FT °• •°
O SLOPE "C" 1/2"/FT
O SIDEWALK =ACK OF WALK __ ,� ,'' c.`
J 1001 AND OVER • MAXIMUM
20 PLUS 1 FOR 1 IN EVERY 8 i
N EXP. JOINT 3'-O•MIN. CONTINUOUS d 8" EACH 100 OVER 1000 ACCESSIBLE SPACES /S N E RZ R7-I RESERVED
O $ 250
Nay PASSAGE GROOVE JOINT L MZ PARKING PENALTY (SIGN R7-8D
SECTION 4.1.2(5)OF THE AMERICANS WITH DISABILITIES ACT(ADA). , Z
SEE 4.1,2,(5)(d)FOR MEDICAL CARE FACIU1TES MUTCD A
R7-8a w <
O 3 EDGE OF PAVEMENT PARKING .�. 12•z18-
N *Milli F T N N A R7_8a °
RCSCR VED ^ O
SECTION X-X - MUTCD R7-8e g
o II,., -CC r I I AIKAG T CJTTCV CL T ACI 14 TC l w U TI 12'x18• oNly DIMENSIONS(INCHES) z
N B1 C j- LL II n\ L_ L NN2- IC S LL IL Al AR_A L+LIWLLN '� Z
1 1A B C D E F G H J K L
alliMir
TIPFNF K �A- FR II TIN. FAA' IN MICR PFFF.TPIA\T ARF APT FK F:TFP -:, ` _ 10
in ` CURB UP SL. R7-8D 12 8 3/8 3 1-1/2 1-1 1/2 ID 2-1/24 1-1/2., N
N fA 8" 8" REQUIRED ACCESSIBLE A v u v 72-x9- / / / w
r. t -FR 7 MAN.A CA .NI FM P HC :N R' C VICES, (NU I U.3. RESERVED PARKING SIGN I N/I IT w FINISHED GRADE
ch
-A RFVT -CF TRANN-SR AnDv AN`, N RT .AR/AINA NFPNRTMFN C= A .• , v",,, .INCREASE SPACING 50X
XP. JOINT I:AN J1 A11J1\ Su FLLMLN D-FHWA(FEDERAL HIGHWAY ADMINISTRATION/USDOT)
A( -:IP F u F I. A ;AFT-. `I'FV AI AREA. H RANP`: AR' Is i;:I v I Iv SERIES D LETTERS •...... ' +•• a ,
4'-0" e•_d NOTE: un:w Al L.I\c rN_ A<n. 12 z9 SUPPLEME SEE OTAL SIGN DETAIARD NO. L FOR IIIIIIIIIIII IIIIII-J DIMENSIONS ATEDGE OF PAVr' �T
Q TRUNCATED DOMES COLORED
PER STD.NO.10.358
L
LLI SEE STANDARD NO.50.108&50.10C FOR
o PLAN VIEW-DIAGONAL RAMP SUPPLEMENTAL SIGN DETAILBEGEND AND BORDER- GREEN -III III I-
BACKGROUND- WHITE
0
o NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
N
1 ACCESSIBLE RAMP STANDARD ACCESSIBLE RAMP SECTIONS SUPPLEMENTAL ACCESSIBLE r o
ACCESSIBLE PARKING AND m N
op co op
MONOLITHIC CURB AND SIDEWALK J ` MONOLITHIC CURB AND SIDEWALK J SIGNAGE STANDARDS SIGN (R7-8e) v 1- vz °`w
CD
ce oQ
0 cL Z o 0
W
I-
I-
w
I-
w 1 1/8' \ / \ l \ 7
GENERAL NOTES:
W 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED - ,�\`� NOTE:
0- IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" JOINT SEALER 1/8" RADIUS (TYPICAL) Z 1•,' 4-1
. riid 1/2•RADIUS �.-g 2•-0• , SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF C
00 EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TOIlk I I e ,'-0• / THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
•• •1. , T 3•RADIUS ,/Y RADIUS I� ��� SPACE(MUST BE VAN ACCESSIBLE) AND AT EACH
N EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN / : 1 IX RADIUS I I 3•RADIUS I- ADDI11ONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE
03 4. '•a ,, ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE �= STD. NO. 50.10B) E
SURFACE OF GUTTER
N •a •,•• REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. ,° 7 ••• .1-EL 0
• •• • •
• • • • • ° . , a • • •�„ • • . . • • 1/8•RADIUS U
W .• ••'• . '•• •
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. •• • ,• •• °• A. . • ° • m I. • 4 „ • • .• ' •° MAXIMUM VAN
p I °•'"• 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. •° "A • • •, •• ° • e • °, >; AccEssleLE, ~SIGN R7-8e
• •.. . e O
fi
a GROOVE JOINT IN SIDEWALK STANDARD 2'-6" CURB AND GUTTER I-' 9- RESERVED U�al
JOINT FILLER I ` ,_B" PENALTY PARKING ,
p 1'-6" STANDARD CURB AND GUTTER I
J -SIGN R7-80
O TRANSVERSE EXPANSION JOINT 250
N U
3/8•(TYPICAL)
0 ,/a" RADIUS NOTES: Z o
OV �/8•(TYPICAL) 0 N
co GS20-37. 6 M
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, ` Ln (-I
Z 1/8"TO,/a" A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED B V-8" S r-5• �� JJ MAXIMUM o
•0 • • a BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. 7 I 3"RADIUS
I 3•RADIUS o PENALTY SIGN R7-8D LLJ
R7-8D z O[ (V
W 4• 4 d 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. �•, . / 7 •� 02 FT/FT 03 FT�T <
Z I WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. LEGEND AND BORDER - GREEN ^P
1 1 : • + . d BACKGROUND - WHITE 0 THIS DRAWING IS THE PROPERTY OF
0 1/2" EXPANSION JOINT 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. I
Y • " °• w °j .. °' • w o BURTON ENGINEERING ASSOCIATES AND IS
o JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. m ° I m ° .' 1` z
JOINT FILLER ` • 4 _ 1 + • 4 . SIGN APPROVED FOR USE NOT TO BE REPRODUCED OR COPIED IN
N J n 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. • ° UNDER GENERAL STATUTE 20-37.6 u1 E? WHOLE OR IN PART.IT IS NOT TO BE USED
5 1/2• �_ I 2•_0•� .03 FT/FT w ON ANY OTHER PROJECT AND IS TO BE
1 TRANSVERSE EXPANSION �N 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. w FINISHED GRADE
ROPOSED CURB & GUTTER 6• TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. L 2'-0' RETURNED UPON REQUEST.
} JOINT IN SIDEWALK 2'-0" STANDARD CURB & GUTTER
Q PROPOSED 4• CONCRETE SIDEWALK ACCOM PENALTY SIGNS ARE KEQUISED TO �. a• • .
ACCOMPANY ALL R7-8a PARKING SIGNS
SLOPE FOR VARIABLE ERECTED AFTER DECEMBER 31.1990 IIIJII=IIIIII••• 'IIIII= PROJECT NUMBER
Z DETAILS SHOWING EXPANSION JOINTS SUPERELEVATION RATES -III IIIIII=
P-020-2 1 8
w IN CONCRETE SIDEWALK
ct NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
i
0 CONCRETE SIDEWALKS SUPPLEMENTAL ACCESSIBLE
CURB AND GUTTER STANDARD CURB AND GUTTER C 700
✓ J J J SIGN (R7-8D) _} Sheet 16of 18

o Z
M
00
<-I i-iZ NOTES: Q Q
THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Z=So
111111111
rl��=W W1 (FT.) D 6" * I-IOC-5 • X
m -i STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, L]-J d I-I Z
12' MIN KEY/ANCHOR MATERIAL AT Z 838.39, 838.51, 838.57, 838.63 AND 838.69. O�Cn= x 50' MINIMUM AND
e yQ' TOP OF SLOPE. =O D G7 m * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q Z Li__ SUFFICIENT TO KEEP
/7/ SPACING 7YP. - Z FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. I-U 2 O 0 SEDIMENT ON SITE •
,3to�a =wOO 1_0 1'-0 * Q H C 1); x
G Z -ri USE 4000 PSI CONCRETE. I-= Z Lu
QP H O r * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 LL O J a0 0 0q,0 a 00 a PPO 00 og NOTE'
S G7==Z I ______
ItFOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING O 0a ooaa a S O CncC o o 0 0 0 1. SILT FENCE SHOULD BE INSTALLED TD ENSUREg U R T N• ,��1 O I TO ASTM A185 WITH 2" MIN. CLEARANCE. CDN7RUCTIDN ENTRANCE IS USED.-i -. 1���IH2 H2 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH N HH Uao 12' MIN DR FULL WIDTH 2 IF CONDITIONS ON THE SITE ARE SUCH THAT
CS/RCP EMI IOSHA STANDARD 1926.704. r -p r3 00 - a DF ALL POINTS OF THE THE MUD IS NDT REMOVED BY THE VEHICLE
LAY BLANKETS LOOSELY AND $TAKE DR Cil O W o 2 3' WASHED ST[INE o O VEHICULAR ENTRANCE Z '.■,I' H1 H1 I * PIPE TO 8E GROUTED INTO HEADWALL AT J08 SITE 8Y r O Q n TRAVELING OVEf2 THE STONE, THEN THE TIRES E IV G I RI E E R I IV G
STAPLE TO MAINTIN DIRECT CONTACT 00 AND EXCT AREA,w DC o 0 ` OF THE VEHICLE MUST BE WASHED BEFORWITH THE SOIL. DO NDT STRETCH �N�NI I CONTRACTOR oIS GREATER2. DIMENSIONS SHOWN ARE MINIMUM, ■���II I of V * ALL ELEMENTS PRECAST TO MEET ASTM C913. oapao 00 aq S aQ ENTERING THE PUBLIC ROAD DIOR THE LENGTH OF
t NZ * 0_,„a 0 000 a Q o 0o00 0 0 �000 THE CONSTRUCTION ENTRANCE EXTENDED.
t/ O h MANUFACTURED PRODUCTS MAY HAVE ULPUi IN iiuwi� : WELDED WIRE FABRIC MAY 8E SUBSTITUTED FOR REBAR 0 0 0 0 o a� d 0
ADDITIONAL REQUIREMENTS THAT MUST =�� 1'-0"' 00 0v0 0 000oaapd$0o a oa o� 3. SEE NCDENR EROSION AND SEDIMENT CONTROL
Lo ti } 1- AS LONG AS THE SAME AREA OF STEEL IS PROVIDED, PLANNING AND DESIGN MANUAL FOR CONDITIONS
BE MET. * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". X WHERE PRACTICE APPLIES) PLANNINGt' 3 SLOPE SURFACE SHALL BE FREE OFoI 8" O.C.(TYP.) CONSIDERATION g DESIGN cR1T1 RIM. 5950 FAIRVIEW RDSTE 100
rROCKS, sou_ CLODS, STICKS, GRASS. 8" O.C.(TYP.) REFER TO CHART yMAT/BLANKETS SHALL HAVE GOOD SOIL T1 REFER TO CHART 6' X PLAN_ CHARLOTTE NC 28210
/ FOR BAR SIZE wCONTACT. rtI FOR 8AR SIZE NOTE: THE MINIMUM 8AR SIZE SHALL 8E #5 BARS Y (<\_(
SILT FENCE
4. THE DETAIL SHOWN IS FOR SLOPE MP Z AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION Co X (T) 704.553.8881
MATTING. (A ELEVATION SIDE TO INCREASE THIS 8AR SIZE AS NEEDED.
- �/ OUTFALL MATTING CHANNEL
Z 0 S a o burtonengineering.com
�� PLEASE REFER TO MANUFACTURER'S I- C T Z 0 FIRM #C-I 157
GUIDELINES. m cn = : : Z
/ 5. SEE NCDENR EROSION AND SEDIMENTuJ
CONTROL PLANNING AND DESIGN MANUAL N cn ENDWALL DIMENSIONS Q LU 0_ EXISTING ROADWAY J •DDD •�
FOR CONDITIONS WHERE PRACTICE - -I = a 35' MIN, 15' MIN. - I NEW CONSTRUCTION CA +++
_ /__� WATER TABLE APPLIES) PLANNING CONSIDERATION & C7 Z W2 (FT.) - FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. 0 W ,♦ ••..�•R�� r+�
_I DESIGN CRITERIA, Z p PIPE DIM. BAR SIZE H1 FT. H2 FT. D (FT.) W1 W2 0 W N o��00 ♦ �:•• SS/ ••.
( ) H2(FT.) o a 8 O . •
�� D .�M. cc r` a2, o F o ,2
33
1.0 #5 @ 8" 1.25/2.00 2.00/3.75 1 .25/1 .75 3.00/3.75 5.50/6.00 0 = 6, MIN � �:.e.Lo�opaoflQ 0 0000QQQaoaca�g��0aaa�o O po a o�0�5 �qq'p80 0 I =' 41'I2' MIN. _:�� 7•: a•
;- c•.---- v p ,.�.:�:.:0o a o0v0 o o 00$ SAP`1 a00��o 0q-10• ooG7�4 pd'y HIV '-- i SEAL < i
N m CO 1.25 #5 @ 8" 1.25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/6.75 Z Z = T = I - IIII I
p �` Q I - - II -11i [ II HIV 1= l� 1= 12557
NON WOVEN GEOTEXTILE FILTER CLOTH = II- 1111 I� f
FABRIC 4' ABOVE SOURCE WATER. H DTI D 1.50 #5 @ 8 1.25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 1- V _ l
I/ `* iMEME. \ 2.0 #5 @ 8" 1.50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 N 1I- Ii11- : 9,p••;�i�GIN���;:•,���
Z 2.5 #5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 C/) N w FABRIC UNDER STONE �� TD •"•• �� ♦` ���0
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. O ������� ~ -•I rr N ♦ ♦`3I
O me 3.0 #5 @ 8 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11.75 CJJ z +��,•• TD;,,,�I'�
o > O \ 6 yQ 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 Z IIIV lia
c0 r- = �� W o� CROSS SECTIfN
4.0 #5 @ 8" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 p�
Ir PLAN 4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75 LLO
5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75
CATAWBA 5.5 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75 CATAWBA
C gL'Ary•Y .t STY'
6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75
ESC-18 EMBANKMENT MATTING
EFFECTIVE: iO/Oi/2aI31 SHEET 1 OF 1 SHEET 1 OF 1 ESC-4 TEMPORARY C❑NSTRUCTI❑N ENTRANCE
838. 80 838.80 EFFECTIVE 10J01l2013
p Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z
,__,-O PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" CD CO
r G-I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.• 1-Q
ALTERNATE WALL TABLE OF DIMENSIONS : : Z OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Q Q
CONFIGURATION -1- D T A B C E L H:V WT. N T O H O= 12" CENTERS AS DIRECTED BY THE ENGINEER- Z cc=0
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE I- m fn USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. W J O 1I-, •
r 12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 3:1 730 OMilOF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL m Z =-I Z STANDARD METAL POSTS
15" 2-1/4" 8" 2'-3" 3'-10" 2'-0" 6'-1" 3:1 730 I--N -I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, A00 TO SLAB O O co=
MATERIAL. BACKFIWNG OF TRENCHES SHALL BE ACCOMPLISHED /-� CMINIMUM LENGTH 5')
18" 2-1/2" 9" 2'-3" S-10" 3'-0" 6"-1" 3:1 1190 Nl I O�7 n-INIIII AS SHOWN ON STD. NO. 840.00. Z
'++ IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE = D m LV Q Q LI-= 2'-0' IN GROUND HARDWARE WIRE
20' 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 3:1 2380 -Tl Z x FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS ANO BOTTOM SLAB. OVER H(„O O EXTENDS TO THE TOP
c - - --- 30" 3-1/2" 1'-0" 4'-6' 1'-8" 5'-0' 6'-2" 3:1 2380 PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". _ O O 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS ANO BOTTOM SLAB. ADJUST Q cc IO•i _ _ - OF BOX. (l9, GAUGE,
36' 4" 1'-3" 5'-3" 2'-11" 6'-0" 8'-2" 3:1 5320 UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED QUANTITIES ACCORDINGLY- H= Z
Z I-I °r m X En H O W 1!2' OPENINGS)
42" 4-1/2" 1'-9" 5'-3" 2'-11" 8'-8" 8'-2' 3:1 5920 TO RISE IN UNBACKFlLLED TRENCHES AFTER THE PIPE HAS BEEN • �,)O I--N CONSTRUCT WITH PIPE CROWNS MATCHING. O 1-,_,,I
HARDWARE WIRE i.
�' 48" 5" 2'-0" 6'-0- 2'-2" Y-0" 8'-2" 3:1 7470 PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY n==Z O CO ,
54" 5-1/2" 2'-3" 5'-6" 2'-10" Y-8" 8'-4' 3:1 8810 THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER D D D 11111E111E INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER- Z 1-,� 1
L, s 60" 6" 2'-6' 5'-0" 3'-3' 8'-O" 8'-3' 3:1 11180 OF BACKFlLL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED -<__ y y INSTALL STONE GRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO- 78M STONE IN A N H 1>_, NC DDT #5 QR #57 I -..i...NNN
C B �1-T 66" 6-1/2" S-0" 6'-0" 2'-3" 8'-6" 8'-3" 3:1 12530 INTO PLACE. POROUS FABRIC 8AG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. rwAsHEDsTcNEf. UI 1
L = LENGTH _____
0
72" 7" 3'-0" 6'-6" 1'-9" 9'-0" 8"-3" 3:1 13980 Z �' CHAMFER ALL EXPOSED CORNERS 1". I 0 ` ^�
2. ALL BACKFlLL MATERIAL SHALL HAVE AN IN PLACECOMPACTED DENSITYOF 95X. N r _
PLAN DRAWING NOT TO SCALE. -- NI<N\
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100X 2" =i:_, 7 }11>t�liitNM �I�O
*INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX-, AS OIRECTEO BY THE INNN.NNN•MNNE'_ ._P,R!^-R
rl 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. , ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST I6' .J fi.K.-tir o D'1." �:� Siil �r' :�:=-o
1 Y' ■'l�='I oa
GENERAL NOTES: 5. BACKFlLL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFlLL MATERIAL QUANTITIES ACCORDINGLY. I>-,r..•fiY_, ° O i' DNNNNN�s:r.+r
Y 2" WEEP HOLES Z jAsgs::• ac...• p-• ■-�iiuIvara
H V SHOP ,_ 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. E••I p + rlWrrW 1 W�L;M
I o of uiNit R°1 a
E tPLAN 2N0 OPENINGI--MIIIIIIRIvPA a 0
c J•c 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS z U) L o a a 2[ SLOPE,
IF REQ'0- - - -V 6'-8' as IIDNNNItl==?.�q}
< OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER _ _ C7 Q 1 0' /� ._��■- IIEEEi+i+ww.4F ��GRAVEL FIL7Ei'
0 o OV T 7: 0 d�O
' AASHTO M170, TABLE 2, WALL B. 11. .1- 'A TOP SLAB 22' BURY IN rno. •D_' as R,
-� _ F _ _ G 1 m ,- orb 0, -,:. �4� r o D g o
rT � l ��":* 1 3• ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH. RI m j a TOP SLAB �7 ® SIILID G12IIUND fl� _ o�J O r��
•�-%4r�� Z #4 8AR Z v ( O CONCRETE mo a d Ogg.;- e a a
Er -*`r TOP ELEVATION TOP ELEVATION y 0 0 0 ' 0 O o
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. ,� TOP SLAB1 GUTTER LINE LL BLOCKS �O ' o 0 00
SECTION 1-6" N11- ll m r 1 1" CS N ® ��o` D 9 m 4 a � 0.0 -
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. I.�LI ILO 1--1 -_�� #4 BAR Z 6"* �� n o -� a
SEE STD. 20.23 AND 20.24 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE I=I OUTSIDE DIAMETER I�. -+ 0 = OPENING �' imp! _`� _ FZI Q LIJ 0 �oo �0 P �e a �o a 000�WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED �I- I N '10 =7 V �- O o � n } $o�oq �
1 I�- - m Cn TOP ELEVATION ►-I �o�oD�a a[PD"a ooao tl p 9 Soo e�$a$ga
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. II: II Lq Q a
I=1 N. Z -I _ = I'- �� Q
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. II? = D S �SR � � 1Y2 CLR. a Q
VARIES ''.II: = J 0 (r...; _ _ //
C = _ i„.. PIPE WALL 10V2" a O OO
I NCD{JT #5 UR #57 WASHED STONE
�14" 4• •4• \ R I(THICKNESS VARIES Q = PLACED AGAINST HARDWARE WIRE J
�I � � T p ° Milli MIN44 L) 1 a N CC
NOTE: TO A HEIGHT OF 16' MIN ABOVE
+•-�� E I PIPE SHALL BE PLACED - D (] W III
�� _ _ = THE BOX. 0
ON SUITABLE MATERIAL co_ , #4 BAR Z I- Z I- 1 SEE N.C. DENR EROSION and SEDIMENT Ce
70 CD
END VIEW APPROVED DATE:02/2007 APPROVED DATE:02/2007 II g _ f f SEE NOTE I W _ CONTROL PLANNING AND DESIGN MANUAL Q
NOT TO SCALE NOT TO SCALE ►"1 m = O. N FOR CONDITIONS WHERE PRACTICE APPLIES, U
m > Z SEE NOTE N 0 r PLANNING CONSIDERATION & DESIGN CRITERIA.
MECKLENBURG COUNTY :'',.�,'<,, -I ,1 SECTION X-X SECTION Y-Y PART SECTION Y-Y
FLARED END SECTION MECKLENBURG COUNTY .;•'', `7 J DRAINAGE AREA - 1 ACRE (MAXIMUM). re I
., LAND DEVELOPMENT TRENCH DETAIL n m SHOWING DETAILS AT OPENING O W
LAND DEVELOPMENT 1.01 M 71 I STD. NO. REV. 6 r /STD. NO. -REV. = 0 Z
STANDARDS �' 12 THRU 72 PIPESTANDARDS °'4 FOR STORM DRAIN MIN. DIMENSIONS ANO QUANTITIES FOR CONCRETE CATCH BASIN (8ASEO ON MIN. HEIGHT, H) W W ce
�. -1 ..• 20.23A ` 4 20.25 OED ONE �. 0
I. oars OF BOX & PIPE REINFORCING TOP & SOT. SLAB CU. YOS. CANC. TOTAL QUANTITIES DEDUCTION 6 THROAT
I. PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y BARS - Z DIMENSIONS IN BOX BOX &SLABS ONE PIPE OPENING V z
Cl) 0 A 8 H NO. LENGTH No.LENGTH NO. LENGTH F G TOP SLAB BOT. SLAB WALL/FT.HT.LBS.SEINE. YD1(MIN H) C.S. R.C. Y03 Z I-z 12" 3'-6" 2'-3" 1'-10" 4 3'-0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 0 CATAWBA
15" 3'-6" 2'-3" 2'-1" 4 3'-0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.108 0.023 0.036 0.048 , 1;tiMy ILI J
1B" 4'-0" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5'-O" 3'-8" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 W
24" 4'-0" 2'-8" 2'-10" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 3'-8" 0.226 0.340 0.284 35 1.521 0.059 0.085 0.053 E$� DROP INLET PROTECTIDN .-m. 1 Z Q
• 30" 4'-0" 3'-6" 3'-4" 5 4'-3" 9 4'-9" 2 4'-9" 5'-0" 4'-6" 0.27B 0.417 0.315 43 1.916 0.092 0.127 0.053 O
m 1.. "CLH- = m Y NOTES:USE CLASS"8"CONCRETE TNROtNSHOUT. Z
o-o W�-- C1v1 �"o PROVIDE ALL CATCH BASINS OVER 8'-8"IN DEPTH WITN STEPS 12" 0m SHEET 1 OF 2 36" 4'-6" 4'-0" 3'-10" 5 4'-9" 10 5'-3" 2 5'-3" 5'-6" 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 ,SHEET 1 OF 2 EFFECTIVE' IO/OL/2013
1 1 aa" RAD. FrQ <-I ON CENTER. USE STEPS NHICM COMPLY WITH STD.DRAWING 840.98. ♦- 42" 5'-0" 4'-6" 4'-4" 5 5'-3" 12 5'-9" 2 5'-9" 6'-0" 5'-6" 0.407 0.611 0.389 64 2.914 0.180 0.243 0.086
• d¢ OPTIONAL CONSTRUCTION-MONOLITHIC POUR, 2"NEYWAY,Oa E4 MAR DOWELS AT < - 840.04 840.04 U OU
U1O I I ZQV NOS 12"CEMERSASOIRECEOBYTHEENGINEER. () ■ 48" S'-O" S'-O" 4'-1O" 5 S'-9" 13 5'-9" 2 5'-9" 6'-0" 6'-0" 0.444 0.666 0.407 68 3.298 0.235 0.317 0.066 • ,^
m O�1-i„Oi w f LL J d„'U„Z m O T 1 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL •J d N Z v' LJJ
Z _ V 0O LL - -Z-I=D II
IF REINFORCED CONCRETE PIPE I8 SET IN BOTTOM SLAB OF 80X,ADO TO SLAB 00y X �} Q
V i�+ 2 - 3"X SQUARE THICK aq {,) 7o(L��-I AS SHOWN ON STO.NO.64o.m. ¢Q NI-
2 =D m N HOUND OR r U O 2 = eDL D m FOR 8'-0"IN HEIGHT OR LE88 USE B"MALLS AND BOTTOM BLAB. OVER h C7 O(ry W
�90 f ' U, CUT WASHER U'y U30 e'-0"TO 18'-0°IN HEIGHT USE e°WALLS AND BOTTOM SLAB. ADJUST Q E- ,., co
,,_„ O-„ >j 1-2 Z w Z N"O T X X QUANTITIES MrL•DRDIx(LY. I-x Z w Lu V`
n 9 z 7 2" ' ~ 2 - HEX NUT O O,O ,n 9 Z COI�fRUCT WITH PIPE MOMS ETCHING. U C
• --›D D IIIF��. 12" 6,i Z U `•D D ■ INSTALL 2"PEEPHOLES AS DIRECTED SY VIE ENGINEER. Z ,y �
D--I 1.--,...} -C i INSTALL STONE DRAINS,OF A MINIMA OF 1 CUMO FOOT OF NO.75M STONE IN A a ♦- 0
•< Ny 2 POROUS FABRIC BAG OR MAP,AT EACH SEEP HOLE OR AS OIRECTEO 8Y THE ENGINEER. d
�'" DETAIL OF HANDLE o� z CHAMFER ALL EXP08E0 CORNERS 1".
z N X-
DRAWING NOT TO SCALE. cm
W •INCREASE THE SIZE OF THE B"OPENING TO 5"MAX., AS DIRECTED BY THE
112"CLH- 121111E
ENGINEER BY AO0ING 2"TO TIE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST y.I 8'-O' MAX. STANDARD STRENGTH FABRIC WITH 'WIRE MESH SCHEDULE 40
,LR W3 BARS "x" 11-�" -„ L P L,. OUANTITIEBACWRDINGLY. I 6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE MESH I'- U
n -IC II'. L EQUALLY SPACED CLH. Z 0 Y Z
0 •4 O 14 - PVC END PVC ELBOW PVC VENT PVC PIPE
Z F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" 0 Z PLAN 2xo OPENING H PIPE CL III O
AND ALLOW HANDLE TO MOVE VERTICALLY. Q 1EG'- a CAP
7I PLAN ¢ m OWN m F TIN BLAB G m
GZ9 PRECAST OR CAST IN PLACE TOP BLAB R�711 O 3c T,. �,P AT.,,, .4 8M Z 1 v ,P E T.N a 1 GUTTER LINE LL= ■+ M+++►-7+� l�Oi• +-� ,
Rl r �,ll� " V m r 1" rJ ++ +r+ir4i► 0110141014
WATER SURFACE Q
r_ F .� ���� �� W4 BM z -•'{ 3". 0 I- MINIMUM 10 GAUGE :t+++4M++iai►414 SILT FENCE FAHRI . '��1 ���� �L��-
0 O F 1"PIPE SLEEVE X 9" LONG- Q w y ��1M 1 I -.-- Z t MINIMUM 12-1/2 GAUGE
z = „•C W LINE WIRES ,; '► INSTALLED TO SECOND ,+���a++ Miir�g1 ��_�-
x Iv -1 LT a r4y r•►4w+ , INTERMEDIATE WIRES
N W4 BARS"Y" HANDLErt" PIPE SLEEVE 3 CI .a. t>� N ..Iti .� ++ WIRE FROM TOP a., • • PVC END ;� -.
-H Z PART SECTION og a z A. TOP ELEVATION a '- t.4w4ar!0�. •.;` PVC . ��°v
r Doc I- " 'i'►4'+'rr 4♦• CAP SCHEDULE 40
c 1 I� THRU COVER SHOWING HANDLE 4= x z Ili-_ � z � 11�"cLR. o CD ► +tir+ ►+++aDram • s PVC PIPE , Wo O .s I o MI
> _ PIPE WALL c _ �+ FLEXIBLE HOSE Z
_ I 1 ¢ CC \ I ¢ ►+ iirt►ii+ri`• +���► i�i►i+i+iifiri < GRADE ORIFICE
In,
(THICIOHESS VARIES Y+�
_ ^CLn- ¢x 1+rr r++i4i►i+i+i i+i++ti ri+++*+ijiiF+++;O++iiyi4r4 PVC T F E PLATE
ago O o Ma eARs^x^ i z F Q O o , (MIN.: Z F- ¢ ,449t ►• i*+-4LQr• t:I. r.:.,::11A.4_i. •a" - PVC PIPE
a O EQUALLY SPACED 4" < = 'a p �� ' R4 BM 2 4( x �r1'i�lljie.:IT�iiair•I+1-i�Ilwil' 1i11'ie►i174iM•Rt�-ii;mil- 1-11-i1'ilImIl Li"
x lit"CLR. I- Z H .fl -I 9 I-Z I-
D rA W c +•• D SEE I co W - ''-,H '- ATE 1=11=R=11=II EI=0=I1=71 R IC=i{-II= TI:D' �TC� ;r1=1111�T1=Ii - III
HOLES IN
" 0 4 SECTION V-V B4 BAR D. a "n CP . o. r i- # _ PVC TEl
m b z co 0 +' m a z BEE NOTE x 0 - UNDERSIDE
-I 6D H.1 - 0 SECTION X-X SECTION Y-Y PART SECTION Y-Y N D .11 { 1'
n G -•I W 0 -H SNOWING DETAILS AT OPENING "J7 W i II • 'llll111�1�1�
= o - z = o z F- L]T�77 T VIEW M BOTTOM SURFACE
to aW4 BARB nVn w W 22 MIN.OINENBION&AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN.HEIGHT,HI O D ONE W W 1 Ill.11
I D N 'I Ii
11+2"CLR:-I +-1Y2"CLR.
EQUALLY SPACED 0 To OIWS OF BOX&PIPE REINFORCING TOP R.SOT.8URB Cu.YDS.CONC. TOTAL AUS°7TIE8 DEDUCTION B'T IHRGT II
�-" VTo PIPE SPAN WIOTN HEIONT BN8-X 8AIH6-Y eM5-Z DIMENB10N8 IN BOX sox A SLABS ONE PIPE �EaI,S U I E
d' #3 BARS'X' CO =11=1 h
N Z 0 A e H NO.LENGTH NO.LENOTN xo.LENGTH F 0 TOP.LAa.m.SAN KM Nf.W.MOT, OW{RR 1( C.B. R.C. TD Z END FRONT
•'1 0 I"I 12" 3'-8" 2'-3" 1'-10" 4 3'-0" 8 4'-3"-2 4'-8" 4'-8" 8'-3"'0.161 0.271 0.25o 27 1.048 0.015 0.032 0.0480
VIEW f RD N 1 VIEW
•j I- DOWEL•r-�•++ V' Z 15" 8'-8" 2'-9" 2'-1" 4 S'-5. 8 4'-8" 2 4'-9" 4'.S" 9'-S"- 0.181 0.271 0.2 O 27 1.108 0.028 0.088 0.0/3 U
18" 4'-0" 2'S" 2'-4" S 5'-5" 7 4'-9" 2 4'4" 5'-0" e'-5" 0.228 0.340 0.284 65 1.878 0.033 0.049 0.053 STEEL POST
SECTION W-W 24" 4'-0" 2,8" 2'-10" 5 8'-5" 7 4'-3. 2 4'-8• 5'-0" 3'-0 0-228 0.340 0.284 85 1.521 0.053 0.085 0.053
30" 4'-0" 3'-8" 9'-4" 5 4'.5" 9 4'-9" 2 4'-9" 5'-0" 4'-8" 0.270 0.417 0.815 43 1.318 0.092 0.127 0.063 NOTE' WIRE MESH
SHEET 2 OF 2 SHEET 2 OF 2 SNEET 1 OF 2 Se" 4'.6" 4'-0" 8'-10" 5 4'-8" 10 5'-8' 2 5'-s" 5'-8" 6'-0" 0.340 0.510 0.362 51 2.890 0.152 0.178 0.058 BNEET 1 OF 2 I
4z^ 5'-O"' 4,-S" 4'-4" 5 5'-8• 12 5'-8" 2 5'-8" 8'-0" 5'•8" 0.407 0.611 0.389 84 2.914 0-180 0.248 0.06
840.04 840.04 840.04 48" 9'-0" 5'-0" 4'-10" 5 5'-e" 18 5'-3" 2 5'-9" 8'-0. 6'-0. 0.444 0.866 0.407 BS 3.298 0.235 0.317 0.088 840.04 1. DRAINAGE AREA CANNOT EXCEED 1/4 ACRE SILT FENCE FABRIC
Lu PER 100 FEET OF FENCE.
Q
2. DO NOT INSTALL SILT FENCE ACROSSFILL SLOPE
I AREASMOF CIONCENTRATEDWATERWAYS OW OR OTHER to
o
FLOW
3. SLOPE LENGTHS CANNOT EXCEED CRITERIA n ARM ASSEMBLY
SHOWN IN TABLE 6.62A OF THE NORTH ',� -
m
I- CAREILINA C) PLANNING ANDS©SIGN➢MANUALENT CONTROL _ GRADE 01,1115
o z o z to 1■�.� 8' MIN. Y
m m 0 4. REMOVE SEDIMENT DEPOSITED WHENCOI
2 S� 1 �nI 9 �y DEPOSITS REACH APPROXIMATELY 1/2 OF _� 1 `_ f 'G' ENCLOSURE
y I EXPANSION JOINTS r} -7r F■i■■ �(�[�{�C
I �. Qa <. z 43' NOTE: USE TYPE "E", "F"ANO non ORATE c Q¢ THE HEIGHT OF THE SILT FENCE. 11 mg e
w 70 j B" E-y q•8•• 4._8" F- Ay p UNLESS OTHERWISE NOTED. v'�° II P h- v} 4M ',�
D U7D I ¢ d D oco N� -1 CTIO 5, SEE NCDENR EROSION AND SEDIMENT L„
On Im B„ B„ I L<�oo. r nevi I��o 4' MIN.
m -H 84 BOWS"v' aT0- s4o.oa FRAMEL OOaxz rn� x� _ + ' _ n-'-'z CONTROL PLANNING AND DESIGN MANUAL FpR WATER ENTRY
Z z•1xy IL \\J
GUTEa H000 qm D B •�- coo�ax 111L PERrP1 CTIVE VIEWJ oT„ �i7�" 1 11 112" ` wa[ LL= �o�nrn weN wx PLCONDITIONS WHERE PRACTICE APPLIESI UNIT
Zmr00 3 I III ', IllllllWIIIII F= ZW =xg�Oo 2 -1[•"- -']I"2� F¢x zW CRITERIA.NNING CONSIDERATIONS & DESIGN
rno., - IIIII m I I � IIIIIIIIIIIIIII oQwoJoT - J - ... N N VO�11 OH
Dzb R R , . 2 Vie,-o" ZOmg oRDD , ^ ; 11111�1MNN\I- SECTION - LL SECTION - ®! =ooLL SIDE VIEW NOTE;
• �� PLAN n, 1-r {-I ,s w A 1 '1 / A AL1GN FRAME WITH INSIDE owl 1 " !-„�„
NO ' "� LL CURB ANO GUTTER WITH CATCH BASIN ON STEEP GRADER u% OD ' �, „ i� EDGE OF WALL TO ALLOW - I'-� L+�^ Wp 1: SEE NCDENR EROSION AND SEDIMENT CONTROL
O z N 11111 5 p r U z N , „ FOR VERTICAL ADJUSTMENT
T p PLANNING AND DESIGN MANUAL FOR CONDITIONS
S TOP
N 1 + USE ON FLAT ELEV. EXPANSION JOINT - -�"-u WALL SECTION -p '-��1 WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS
•' m I GRADES 2%ANO A0.E� r
O CV SsJ 1SE ) I� I" SECTION 86 SECTION - PP SECTION - NC1
J---,� J� ��3- IDEPRESSED GUTTER LINE B ..- CATAWBA & DESIGN CRITERIA
C �AWBA
O E%PANSION JOINT 3 0"I I I I 2- SKIMMER MUST BE TETHERED
N PLAN OF TOP SLAB SECTION S-S o i
PLAN J z u A Ir �� , c L'�FI
111 m ¢ ,A m FRAME,GRATE, &HOOQA66'Y N TEMPORARY SILT FENCE SKIMMER
0E ELEVATION oz z �'1 M II `�i ooa�
N 0 L- NORMAL CAS AND GUTTER ON LIGHT GRADES LU MMD -1- -I LL = 1.� E S C_I E S C-1 f
\ x o co Tll m ir 11
II.�'wt R3➢ I o
1 m z o - z = EFFECTIVER LO/O1fZ0]3 EFFECTIVE, 10/01/2013
Cn N xi x NORMAL GUTTER LINE 'a .w. o.. Ti .„ -
-m TA a" L-E SB"W"BARB r -04 BM EXPANeION JOINT m = �II� i =~ ,•!/ TOP Q Z .�po mZ r= m D ELEV. 00 .u1j. i0 - 0Q U
USE ON GRADES VER 2• •
JC (7 Dml �.�yJ -1- I PRESSED WFTER LINE Q 4 LPL) m K --K- Lv N nC3 W CCQ O a � EXPANSION JOINT-" I �qp e,O„ Q 0 = D �I ' .� Q O
Wn O I1 " Ie„ I 1,-O 7WL. VI W c.= o N O SECTION - M '1�7��I■ .uu _ ~ Q-0 = > „" DOWEL ELEVATION r I- I- 0 y c T ►- o"'4 ,z SECTION R-R NORMAL CAS AND GUTTER ON STEEP GRADES o W` D Z SE L M N TA fa z
O m a Z y V 7N- c�i G z J FRAME PLAN SECTION - J4 Vj c
I, N 0 MINI■IW 9I■ENSIDN$MD OUAMTITIES FON CONCRETE CATCIL MBIN(BASED ON MN.MINT,II,W1TH N RISER)• H4 Z x _ ,� ggg,,, N.
,,,, W w
O ►„1 OIMENSIONB OF BOX AND PIPE COVER CU.YDB.CONC.IN BOX °EDUCTION') J 0 Wr{I.ri 3'-OI'B" 5 II J `sue y LATE O PIPE SPAN WIDTH WIDTH SPAN MIN-HEIGHT °MENBION BARB-U BARS-V BARS-W TOTAL TOP BOTTOM19•Y166u ONE PIPE Z w D 0 O II n n " -1 I O R WINTER AND SOIL 9MENDMEN7S'
0 A B C D H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB M„,H C.M. B.C. w y o ,D --I{ 4- -I F-- �■,;■...>.� 3' R W s ¢ NPDES Stormwater Discharge Permit for Construction Activities NCGO1 NCDENR/Division of Water Quality m O
RH 0 ` = IL FOLLOW RECOMMENDATIONS OF SDIL TESTS DR APPLY 2,000 LB/ACRE GROUNB AGRICULTURAL 9 Y
-- -- -- -- -- -- -- -- q -I-
,B" 9'-O" 2'-2" 8-0 0.235 D. 0.028 0.038 z �.Ii �):. > p�...�jT IMINIEFINSIMINCI �X.'�V 1 EARLY SPRING LIMESTONE AND 75U LB/ACRE 10-10-10 FERTILIZER. CO CO CO
0.296 0.887 0.033 0.049 -r '`
•0.285 1.001 0.069 O.OB6 T" .n��� ill"•'. -yI �,("
O s°^ 3'.o^ 2'.2° 3'-a^ a'-s^ r-2^ 4'.o" a rs^ z s'-9^ 9 9'.9" 99 o.1sa oszl 1.4as o-oaz o.1z7 S N�`��'� S " ' " ''i O� n ' MULCH, (
4'-8" 1'-8" 4'-0" 4 1'-1r' 3 8'-8•' 3 ' 3'-a" 43 0.181 0.359 1.714 0-132 0.178• SEEDING MIXTURE, t./ �! W
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH C7 Q Co i-
4B" s'-o° z'-2° 4'-s^ s'-s" 1'-s^ s'-2^ 4 1'-s^ 2 z'-11^ 3S 2'-11^ az o.112 osla,,.Taa o-18O o.817 SECTION - KK '-2'- „�1fa" � i-
ce 0<
5,0" 5,11" 2,0" 3,2" 4 2,3" 3 2,11" 3 2,11" s5 0.145 0.352 2.052 0.235 0.817' 11 _ " ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH Z Q 0
O W" 8'-O" 2'-2" B'-7" 8'-a" 2'-7" 8'-2" 4 2'-10" 8 Y-11" 3 2'-11" 41 0.180 0.988 2,387 0.287 O.4OR NEW STABILIZATION TIMEFRAMES 0_
SHEET 2 OF 2 SHEET�E 2 OF 2 SHEET 1 OF 2 R SHEET 1 OF 2 (DMIT ANNUAL LESPEDEZA WHEN DURATION ANCHORING TOOL•
Q 840.02 •RISER HAS .2213 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02 840.0AS DICTION • BB 840.03 V L V L V H HOOD ELEVATION 84 L OF TEMPORARY COVER IS NOT TO EXTEND
w BEYOND JUNE) MAINTENANCE-� (Effective Aug.3,2011)
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
H
U SEEDING DATES. FOLLOWING EROSION OR OTHER DAMAGE.
W
JAM. k - MAY 1
O
W o z . O GENERAL NOTES: z - SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
1__ =:_r OIL AMENDMENTS,
O ID O°Tn 0"m0 BACK OF CAB 8E BTO.NO.54,.,: USE CLASS"S"CONCRETE THROUGHOUT. O O E❑R SUMMER:
DO �� DETAIL SHOWING TYPES OF GRATES 24; �r ""ti Pr FOLLOW RECOMMENDATIONS ❑F SOIL TESTS OR APPLY 2,000 LE/ACRE GROUND AGRICULTURAL
�.. G', X PROVIDE ALL CATCH BASINS OVER 8'-S"IN DEPTH WITH STEPS 12"
IH 2'-114,1" < Rti iR" ON CENTER. USE STEPS MICH COMPLY WITH STD.DRAWING S40.aS. Q LIMESTONE AND 750 LB/ACRE 10-10-1U FERTILIZER
y E USE ACCORDING TO WATER FLOW. 4 , II- C.A. )-
N HT TJ7 I ' B pyOo V 1-hiT O . OPTIONAL CONSTRUCTION-MONOLITHIC POUR, 2"KEYWAY,OR S4 MR DOWELS AT PA00v SEEDING MIXTURE,
di O `i , fe , j /,} 0 0 to== m O m III o y �;�r 12"CENTERS AS DIRECTED SY TE ENGINEER. Li-J H yI�LI+I, ❑
mz-ixn OOaxz mz ='[ Y Y L > USE FORTE FOR THE CONSTRUCTION OF THE BOTTOM SLAB. OO�xZ GERMAN MILLET -- 40 LB/ACRE MULCH! Perimeter dikes, swales, ditches, slopes 7 days None
N °nO CO-'I T W LL 00 0-1 FPI-� '-IMI�-� IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF SOX,ADO TO SCAR W LL CA SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
O x n m TYPE "G' TYPE "E TYPE 'F" A A T =,1D ����
I gam" I-cDsoLy zy ASBMWNoxSTO.NO. 40cc. Fc7 oxv SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
r� - x T O O I :I I I I ':I I I I,I 1 , R-x r-2 W z x.0 O T .,�1
®_= 8" USE TYPE"E","F"MO"0"GRATES UNLESS OTHERWISE INOICATEO. I- W
zH�rrn "' "' i vI l- o '-+ r u~i� o ANCHORING TOOL
W C D O OW N 1- , ¢O y JQ C'n O�H FOR S'.D"IN HEIGHT OR LESS USE B"WALLS AND BOTTOM SLAB. OVER ¢LLB E E D I N G D £S
laMMIP
1 zD WATER FLOW -•-SAG�- WATER FLOW T 7 o y¢ -( s'-o"ro 18'-0^IN HEIOIT USE S"MAL s ANo BOTTOM OCAS. AD usr O o 0¢ BL
y I 9/8" z IH yD 1( i -�\�/� y OMNTITIEBACCOROINOLY. z MAY 1 - MUG. 15 MAINTENANCE'
• a-•1 :A ElliTIEJJ1
H D�-i -1 j i �, CONSTRUCT WITH PIPE CROWNS MATCNINB. r H
++ a '+ a REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY '1
< NO -, T IYO w o CD X SEE ROB CHAEPEIL ALL EXPOSED COIINERS 1". W O FOLLOWING EROSION DR OTHER DAMAGE o
z N B 1 I , " 0 z N T.- ELEVATION 0 m SECTION X-X DRAWING NOT TO SCALE. High Quality Water(HQW) Zones 7 days None
0 ----11 o
J ilt"-- F,.-„ _ice .PAATON SDIL AMENDMENTS:
r y �_- SECTION B-B �� � srEPa•STD.No.e40.88 FOR FALL FOLLOW RECOMMENDATIONS OF SDIL TESTS DR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL N
YO m 14$" 2/4" s" 42 S' TOP ELEVATION �++r.,. LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER
m 1 - L. m O z m _ l ���I�E�.LTaIWI�� ¢ SEEDING MIXTURE: Z
O z -.-•WATER FLOW ---SAG -..- WATER FLOW o O Q O z �'L _ o RYE fGRACNl 120 LB/ACRE MULGHL 0
00 C cI LL 0 DD c �' ��:� i�lM��Z Bi a P
z m I- x 1 �4 SECTION A-A cry = x z I- L - e" L` H APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH If slopes are 10nor less in length and are v,
m z �I z 0 1 O CO Eli- T v tog
z0 en Q U.' SEEDING DATES: ANCHORING TDDL A ➢ISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH Slopes steeper than 3:1 7 daysnot s eeper tha 2:1, 14 days re allowed.z= x TYPE "F" TYPE "E" TYPE "0" TYPE - E = F IV x 7- e" ` s" s Q; m a MUG. 15 DEC 31 ANCHORING TOOL [:::::: W'� / - a 0 -MIA In T SECTION Y-Y s" s"f l OC = a~ r7Jw 9 y RAISED FLOW ARROW ,�^ � ¢O cQ x m z �� c 0_ MAINTENANCE,c m 9 RAISED FLOW ARROW 234" '>s" HIGH 1. + M 0 Q E RISER HT. �� J c F-a• REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OFo y o Ye" HIGH - '[ t % 'I� I CC e m a o vARIe- -.c"„� 1 \ �� ¢ v e NITROGEN fN MARCH. iF IT IS NECESSARY TO EXTEND TEMPORARY COVER $EYOND JUNE 15, THIS DRAWING IS THE PROPERTY OF
///O zZ zd •..-I o l�M:iiMWN•I� ""► L ► ¢ OVERSEER WITH 50 LBlACRE KOBf LESPEDEZA IN LATE FEHRUARY OR EARLY MARCH. BURTON ENGINEERING ASSOCIATES AND IS
n = ` ` 1 " [ -.ifi = 17�" �/ j y z H = 15 a^ T SECTION J-J m F- Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' In length. NOT TO BE REPRODUCED OR COPIED IN
7. MERE 80"TO SS"PIPE IS USED II Cl)i / . SEE NOTE SECTION M-M W- WHOLE OR IN PART.IT IS NOT TO BE USED
5 n p Hy ` / / x41: c OD H WHERE 42"TO 54"PIPE IS USED x Cr(V NOTE; ON ANY OTHER PROJECT AND IS TO BE
x Z " /// �,� Iqm z WHERE 30"TO 36°PIPE IS USES
GO aO t.X py W W y G0 RISER HT. H1. r_ J rn RETURNED UPON REQUEST.
} O n ♦ �'� 14"� 0 c H T ww'Es j __ O1. FOR ADDITIONAL INFORMATION, SEE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.10.
'. z O s P 1 144'=..•I1-".- �ittra
f2„ ,- „ 111"R 1'8' W aL O z m ~ TM A 9 :�::D : M w 8, FOR PERMNENT SEEDING SPECIFICTION , INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS,
2'-,14$ ` : THE KINDS OF GRADES OF FERTILIZERS, TYPE OF SEED, AND THE RATES O APPLICATION OF LIMESTONE, FERTILZER, AN➢11z ��, „� �„ I..__iITr4__.1'
^-� ":q I �� SEED. REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.11 FOR PERMANENT All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. PROJECT NUMBER
Fy '1 • SEEDING REGtUIREMEhTS.
_ -- ... ..:.:.L ELIC'La� Li 1) eI ( _ CATAWBA P-020-2I8
J ` I MERE 42"TO 54"PIPE IS USED I� "I-'�.,p„
LLJ 144 SECTION A-A I ( jig" D.'.. D... CL1L�T1
onmok
.- DETAIL SHOWING METHOD LD__�':: e;:",;: :,�,:'::�;::� ::p::y'
:TYPE - F I r SECTION A-A SHEET 2 OF 2 SHEET 1 OF 2 OF RISER CONSTRUCTION SHEET 1 OF 2(L SHEET 2 OF 2
7 • 840.03_ TYPE G 840.03 840• .02 PLAN PUN 840.02 ESC-19 TEMPORARY SEEDING SCHEDULE C70 I
EFFECTIVE' 10/O1/2013,
0
Sheetl7of 18

Mat
Eir
BURTON
ENGINEERING
5950 FAIRVIEW RD STE 100
CHARLOTTE NC 28210
NO`�'' S LEGEND: VICINITY MAP NOT TO SCALE (T) 704.553.8881
■ E! tS51 17 BC =BACK OF CURB o =STREET SIGN
�� DI CB =CURB INLET G =UNDERGROUND GAS Fg \)\ $4111111
S
RIM=855.36 CF =COMBINED GRID FACTIDR C =UNDERGROUND 1 I .I ■Cr3, I--F" burtonengineering.com
SET#4 REBAR AT ALL CORNERS UNLESS OTHERWISE NOTED. Line Table Curve Table . //• fl'oC&G =CURB AND GUTTER rap =UTILITY POLE COMMUNICATIONS , •
etaMa
FIRM #C-1157
1 TBM CMP =CORRUGATED METAL PIPE - =LIGHT POLE UE =UNDERGROUND ELECTRIC i
62.
AREAS COMPUTED BY COORDINATE METHOD. Line # Direction Length Curve # Direction Chord Delta Radius Arc f S DB =DEED BOOK DM- =OVERHEAD UTILITY LINE p
Ir
i #5 RBF DI =DROP INLET
$56.76' PARCEL ID;361903425668 DIP =DUCTILE IRON PIPE © Y CABLE PEDESTAL - ` 1_-_ _--,w_ =WATER LINE •UNADJUSTEDUNADJUSTED RATIO OF PRECISION:1:10,000 L1 N16'35'08"E 62.38' Cl N51'50'37"E 579.60' 011'27'05" 2904.80' 580.57' % / F -x----x----x- =FENCE
�e:s CHARLES S WISHON EC =EDGE OF CONCRETE L]
® -ELECTRIC PEDESTAL Cr
SUBJECT TRACT ADDRESS:3707 W NC 10 HWY&1964 STOVER CT L2 N32'25'51"W 15.00' C2 N20.58'14"W 297.55' 016'26'56" 1040.00' 298.57' / `/ EM =ELECTRIC METER Th��}CZry 1 =TREE LINE
/ REVOCABLE LIVING TRUST
/�. �� / \ EP =EDGE OF PAVEMENT CO =TELEPHONE PEDESTAL SD =STORM DRAINAGE LINE x
{ DB 2905 PG 1880 FDC =FIRE DEPARTMENT CONNECTION U. 11111',/
SUBJECT TRACT DEED REFERENCE:DB 2488 PG 555&DB 2017E PG 1195 L3 N43'52'56"W 5.00' / /.4' / P8 58 PG 7 ® =FIBER OPTIC PEDESTAL ES =SEWER LINE r
FFE =FINISHED FLOOR ELEVATION/ /� FES =FLARED END SECTION ^ " ^ ^ "a =GUARD RAIL D.SUBJECT TAX PARCEL:361903418379&361903312117 L4 N41'52'00"E 3.5a' / ,/ ,k GM =GAS METER BURTON
/ `�- GT =GREASE TRAPCENTER LINE ���
{ ., �`�F,� �, SA \-J- f HOPE=HIGH-DENSITY POLYETHYLENE PIPE
CONTOUR INTERVAL:1 FOOT L5 S25'36'S5"W 101.51' / /r / .r / �� Sf
INV =INVERT
�� ��/ 86 S =SANITARY SEWER MANHOLE ENGINEERING
O / �� 0 S / MB =MAP 800K Q IA%
THE NCGS GOORDINATES WERE ESTABLISHED BY USING A LEICA M{]DEL GS14{GN$S}AND THE NORTH L5 S4'S2'40"W 26,03' / - �-- /� / NAVD=NORTH AMERICAN VERTICAL DATUM
CAROLINA GLOBAL NAVIGATION SATELLITE SYSTEM[GLASS]REAL TIME NETWORK(RTN)UTILIZING THE L7 S45'11'45"E 8.09' ' � / ~� •`3r I NCGS=NORTH CAROLINA GEODETIC SURVEY ® =STORM GRAIN MANHOLE I I
NORTH CAROLINA CONTINUOUSLY OPERATING REFERENCE STATION(COBS] ./ - _� / PB =PLAT BOOK 40A,
L3 r� 90• POE =PERMANENT DRAINAGE EASEMENT 1.II Ir'
L8 N18'25'14 E 33.89' ' /// / �4 �� / PG =PAGE
=CURB INLET ,
�` / I #ra 1�BS- '`~` z PSE =PERMANENT SLOPE EASEMENT +►'� =WATER VALVE I•: ' :1 =CONCRETE I.' .1 =LANDSCAPE AREA �OW% 5950 FAIRVIEW RD STE 100
L9 S86'33'22'E 59.82' INVERT=858.34 ��� / / / �- �� �-,f / PVC =POLYVINYL CHLORIDE PIPE 0 =WATER METER IL
/ / •
r / REF =REBAR FOUND =TRAFFIC FLOW
r/ f f _- ~� �� / RBS =REBAR SET =FIRE HYDRANT F�=SPOT LIGHT q ` CHARLOTTE NC 282 I 0
L10 54'33'45 W 51.65' APPROXIMATE / j / 1 / / �` ��� RCP =REINFDRCEDCONCRETEPIPE (T) 704.553.8$$I
/ _�- / CARSONITE UNDERGROUND NY
LOCATION �, NCDOT J y \ R!W =RIGHT OF WAY IBFPI =BACKFLOW PREVENTER FP =FLAG POLE I
Li S88'14.39"E 204.36' ' �/ - a / / _ FIBER OPTIC CABLE POST
UNDER ASPHALT DB 2882 rJ �' � RBF • SDMH=STORM DRAINAGE MANHOLE burtonen Ineerin Com
.; . / �` / �� =IRRIGATION CONTROL VALVE =MAILBOX =HANDICAP PARKING g g'
�pz / /PG 1847/ ! �_ SSMH=SANITARY SEWER MANHOLE .l- f/ c�q /�/ ----I SW/ / /,� ___� SW =SIDE WALK =GAS VALVE 0=PULL-80x 1�g75.5 =SPOT ELEVATION ,J FIRM #C-1157
_ / / TBM =TEMPORARY BENCHMARK
- /ttiO=,_ / �--� g65 f `T~�� __ �� ` TCE =TEMPORARY CONSTRUCTION EASEMENT �'j! =MONITORING WELL =TREE
_ - 865 ,/r '�� _- ��/ �' r fr ���f� r =MONUMENTATION{SEE DESCRIPTIONy I R,
fJ. - I�Av 3 f / INV ER160-81-F- �J -� �_ - �� r�88L1-` .+ �FE Sb '7L
SSMH-7 `��G G�/�- SSMH-8 I C� ~�� �--- - `r�zj PR e INAR LPL 4 T
RIM=875.33 ti]$'" •,,s. ��.'t�G R1M=865.11 �_ f I e ate, : 2 C-1157 �+:
[ ] e IN=854.89 7 �f `I� �_ 7 �- �� �r� 4 NDT ,RFCC1ArTJ1�,
Easement Line Table Easement Curve Table OUT6i.80(9(8) .g1�9 . y4. ,er -OUT=854.79(9) �� /
I �7 / yrG - J�� ./ g85 I,MARK A SMITH ,PLS CERTIFY TD ONE OR MORE OF THE FOLLOWING AS INDICATE❑ �+� r n�1 [� �+
Line # Direction Length Curve # Direction Chord Delta Radius Arc {NAVD 88} 4�/ : •1� --/ --�� •
' II -- ,� I r r} SA� y�f[ l'ylsrs"VV�f 1YC�.
J _ �_ - ` /� \ PARCEL ID:361903428215 0
/ 1( - a THAT THIS PLAT IS A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A
El N57'34'09"E 209.10' EC1 N51'50'37"E 582.60' 011'27'05" 2919.80' 583.57' 7 t_ •• � �� -- -�/ gl� / •� �_� CHAF2LE5 S WISHON COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; +k+++H++t+H�'
/�. .=r__� ` __r -- _� A` _r �- i REVOCABLE LIVING TRUST
E2 532'25'51"E 10.00' :' - 4 TCE 2 - �` -� �� r/ '/ �J '�›.......__IF - - �� DBP B 58PG 880 7 tr. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
�.:.•-,! DB 2882�' �� II ' // / /� �-- �� �� �8�~ l > MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF
E3 557'33'55"W 211.04' �., _,t_ �"-PG 1847 - -� I` f �- L LAND;
:D
INVERT=873.13 'I 87$ r / [
E4 S21'29'31"E 10.20' �.j4; -: �- . / �__' J� �� 6L OAK t 1 \L4 %\ X a THAT THIS PLAT'S OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND;
E5 S45'18'54"E 10.00' I _
/ � r� �- �� y 4 RBF \ _ d. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY,SUCH AS THE RECOMBINATION OF
E6 N43.19'33"E 2Q5.39' / `n a i i. L2 �� `� I ��II } Hi / NORTH ORIENTED TO EXISTING PARCELS,A COURT-ORDERED SURVEY OR OTHER EXCEPTION TO THE DEFINITION
TBM ✓ -°> •� #5 RBS /_ �� �` ` ' �� �' _-5 ,. __ I\ \ \ \\ \ \1 1 \ ❑F SUBDIVISION;
cy/i/7/7- 1 NC GRID NAD 8312a11#5 RBF /!� tr, f : ," 2 7 I f �-���� ,� ` �_ �j 3 OAK + ' , \ e. THAT THE INFORMATION l AVAILABLE TO THIS SURVEYOR IS SUCH THAT AM UNABLE TO MAKE
EL: 881.52 �i�/ 1 •,, i' / , �y �- ,I 7-'
• rr� " \ A DETERMINATION TO THE BEST OF MY PROFESSIONAL ABILITY AS TO PROVISIONS IN[A] ).
/ I --..., / / / // / / // // ',..„., ~f �� / •� �� � , LLI
\ THROUGH(D]ABOVE.
/0....r.,v--.,..>,\,
a s I l \ N \\
__ Jf.
~ ` 5/�� -/ DB T2882 /1 / ( ( 1 I /�� �- �_ �_ -��. �'' / � '' I 4 N. MARK A SMITH,PLS REGISTRATION NO.L-3346
�� _ y 2 8FP lNVEfiT-s74.05 PG 1847 890 \ cl) \ \ \ \\
! I) - .\ 4
1 � � i1 - .� - s� / /#5RBS \ l2 \ PARCEL iD:3B1903428215I,MARK A SMITH,CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL Z/ / I : -3I CHARLES S WiSHON SURVEY MADE UNDER MY SUPERVISION(DEED DESCRIPTION RECORDED IN BOOK 2488,PAGE 555,• � ' ' riii ) iii1107 \ REVOCABLE LIVING TRUST- 1p4. / I• _ 1SSMH-6fPB 58 PG 7 INFORMATION FOUND IN BOOK ---,PAGE --;THAT THE RATIO OF PRECISION OR POSITIONAL
RIM 897.20 j RIM-882.03 ! J "� / / /v/J ' f \ ACCURACY AS CALCULATED 15 1:10,000;THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. ZN-888$0(5] 1IIN=$66B8{4} ', N 47-30 AS AMENDED.WITNESS MY ORIGINAL SIGNATURE,LICENSE NUMBER AND SEAL THIS DAY 0 Z
IN=887.99(PS) 1 ! iOUT=866.53t7} / { 7 1 - J / OF AUGUST.AQ 202Q. U xOUT 886.59(6) ' N57'29'59"E 344.11' / I I / I/ 1 1 \ \ 1 \ / / \ U11 I ' I 1j \` MARKA SMITH.PL5{L346) r 1 -Ce 7) 1 . --- i / ( 1 ' f VV L� ii auOv 1 , 1 1 1 �� / I I ! I / J
oy ��1� , 1 SSQ J 1 1 --- _ / / / f �� ' / ��� / q / ' \ Z _ li O_
1" SQUARE PIPE FDI'/ L11 `TIE • liplf -\ \ , ` 19S d \ \ \ \ 1 1 I �RI '7 �`Oy � ' • N 0�w+ar++rlrr �► N
AT BENT AXLE FD LL1 I /
i 7 #5 RBF ' , _ ' \ \ -} � ' /// /// �// / -/ , ' >r / / J \ t,��+��.�w ►►y►►►r,. �/\ 4 1- OD
O
/ = �� / y14_ I I o . �. I 7 / / 11 II / CAR li dSZ �/ N E . HZ
$ . \
� 1: r.-;r _ t } �� ! / m I I-I 1 III / // 1 ' ' I \ �� ESSIQC/ ,•,. U o <0 ce < Uz U z
i / _, 0
cIt4 J o / /I / I I , / S E A L
55 \--
\ , 1 a� 1 f- I:// ' '' I I / \ : - L-3346 z Q w f-
r'-.-7 S. U 0 °-
o .� /` J f 1 J l^ f1� 0
INV=901.41 \ 1\ \ I� '� 1 \ - �� 8� ! ! �� I I / \ i. �'p4 4�01� I Q m J ~ O 0
1 PARCEL 1D:361903428215
•
' )I /. )
f / ' CHARLES S WISHON : 0EL ( ,
895 0 ' o Z { f �� �� _ / 1 / �� _ �/ REVOCABLE LIVING TRUST '�, �7'• S U R`� +�� LJ.. V) U V
1 i I I // // 1 / 1/1/1
f U
■ NI-
CB-2 '1 4 , �� �� �� '� !- ' f 1 / N. DB 2906 PG,88[) �ir� I�''••......•CJ'� tee+ ' J
PARCEL 1D:361903205632 ��� RIM=$91.,5 11/ / _ , f r_ �� PARCEL 10:361903418379 ' / N
RBF PB 58 PG 7 ►►►►p►►►►r+4 `�4y����+�►�® Q
' I I R/lA4 ( 7
/ 1
TKC CCXLIX LLC IN=886.61(1J � ' PARCEL 3D:36190331211T , I 1 -� �/ I I� ' OADB fl2 88 PG 555 LC ' r / {�} ¢ Q m v
- DPB 64 PG 199B 3399 PG 94 ����OG .Y ' �;UT--88fi.43[5J 1 •
D8 017E PG 1 5 "`, ,TKC CCXXIX LLC 1� V 1 J �� �~ •�5 / �� �/ PB 8 PG 61 ' 'k
' ' • g55 f_ r 0 1 Z
� - i- �� / LOT1 1 \ \ \ \ ' 1 •.f / PB58PG7 / / /
N. V Q
_ ^$ P ' ' PB&4 PG 198 ` ' ▪ �_ _`� -� �� -� �~ �- / / 2.657,080 SO.Ff. / / ' y N\ Z W w O ~ H
RIM=891.05 .G/ I� J' 337.580 SC].FT. \ l �_�� / '' -�� � 60-998 ACRES f ~� / Cla• Q O F�
- _ h / 1 7.750 ACRES , $g0 / f / / \ Q
/ / r J�
et U
DUT 887.80(2) /� / ' /' / �, rn , - - // 1 ll^ -' �-- ' / �� --� l // /I / / I , I ~ I \ tj
D.�
� �/......_ \ . ..:., �,' � `� ?,m �` j ' 1 _ __ -- _ - 1__ ____ - ,--///// 1 , -J _// --// / / // , I f / �� �� I / f`y ,...- /- w w W a Ii Z w
7-q_ �dq,.::, r� v3' //■■//// / / � c t`�e5 1 ' 7 �- ------
7� - /F/ r / f /// ,,./ //_/ /// // /JI J / ` �� �J /I �•\s - LL
/ /
7 r
/ \\\
/ 4
�' / aR i 1 � ' \ `'� :- - -- _I. -" ,� // .1 /- � ---' !` � / / / / / // � � � -----__ / � �' • o � Z
I r ' f ,,� / 7- -- Br / / / ,./ / / I .47 f � aso •
! RBS -_ r- - - / / / u
�, I I 8�0 �� _ I / /Z / J1 1 I , Z
REM=875.38 RIIuECB-5875.88 1 c]� -� --- -- �� /i/ / 7 ' S
........
s /
3
IN=869.98(4) / iN=868.04(3) . �� ���� r8� _- �I��f� ^-ram if / �� f �_ // , I� �/ �- ` -
DUT=869.83(5) IN=867-98(2J // J /��_- / \
- D1� • OUT=867.87(6) _ , ��� // �� f~ .� __ f -Gn - /� / / _�� -- \ - #4 RBF
0
/ I
RIM=875.86 , 1 - ` �! f\ f' -- �" \ \ /
_ OUT-870.86(3) Sly f f _ ` �� I /7 f' �_ r� r �_ / / / //// / / /l� -� ,\> / O UCO
7
w - 18"RCP z.
1 t �_ �� �-,- �_ /zy �� J . ! f I I �� 3
is,5 .7 / // z:
\ 'N \,\\
77-
B7D /j I61�16$64-97 \ . l `__- -- J �� -� ,� �-- I �� �/ �� �I J
U IN=856.76(5) ,, - :0,/z---__-:
/ ` - -�- `-5 / I / �� I ` �r q4 . II1N=856.12[7J �1 6 _ �� / - - �- J �- I /� -� I l- , �- -- 3
OUT=856.70(HW) a. 87D / I � S- -� Jyo�- �"� • / , -- /•
75 1 � Q1-o - �`, `� I� . Iy. .� �_ '� �� / �- �- I PARCEL ID:3619195U7827 wLa
n 1° 1 ' r ar -� �� �� �` ' CHARLES S WISHON U>- O O QZ ,8"RCP y I 3p p -� F /// � rJ �-��" ��� �� ��_ / ' �rZ Z ,' f- ` ,, -�� ! / / i REVOCABLE LIVING TRUST r33 ?- IDpQ 865 + RBF a / J �/ f / �^ ' 840- �Y� G7 DB 2641 PG 1825 ¢m ry Ng' _-� S_D4 -� `� I / // ~� - �� �� II r-- r '_-I �, \ �� �� ' PB 58 PG 7 m VwLu
M RIM=864.84 & �� - / / �f �� / I
Q 4 OUT=$57.89(7) O � �` C 9� ` p �� �s J� , � '/�/- � _=-- ----________
_ �.� -' �! / 845-� �' / ��/ , I_ �' - - �� ..wy / L) = O Q O C7C
\\ -ges - t -y r f� / / �/ -� f - --- �.� . #4 RBF -.O U O vvi
O S PARCEL ID:3619 205632 CB 7 [ \ ~ -� �� __ --�I $'f Jr�r�~ �� �� �� / .7./
/ r~ J ',// / �� r�-r I
N I TKC CCXLIX LLC 3 L y - r l�r _l �_ �` / / �` / �� �--835 �- -
OB 3399 PG 1894 RIM=864.38 1 1� I,y 90 _ �. �- �r �' Z' / �' / �, �- .
PB 64 PG 199 IN=857.53(8) ; �q �- �- - _� ��--�-- II� -_y-` _� ' �_ ` �_ •• 'r
O P OUT=857.4E(6) m RT-` <(-NS ~ -� �� l _�� .. ---- f- �- �_ r .� // _ _ / ~~ �r `� ` _� l~ rJ
CN o UGr - MAG s �.g7T -- �_ _ ��f ' $� -� �_ -� ✓ �840- /// / �� ��
N r / NAIL FDBOX --_ f� �� I ' / / - #5 RBS'
\ { 4.
¢3 ___ - - �� J /� �_ I �-- "�� �_ _� �-_� -_ / // /7Z f "� a �_� _� = �_J r'• TIE
cNI } 3$4 -`-8 �- 'p r �f��r �/ �� �� �� f ���� �f �� �' �� ~� �1 _� -- ��� J #4 RBF
O) I ' r-- '��-_ �� _ i=�'• rr /-) l � -�r �r� � -� -- _�' �� ��_ �,/ r � 4 RBF .w #5o r � �� �� / ��835 J �' 1 �` # 1•q7'46116.59.
ZaTIE LINE - �.I �_ �_ -- -� S�
O o N13'34'39"E 222.88' i -_-- �N_ 1 �- �' - -�' �- �� -�� s� �J� �� -- I. �r �� -- -- l r -J ��
wx 0 SANITARY #5 RBF • L9� �_ r� r - /� ,. W
~ //_ / SEWER R� �� �/ �"� r -�.� _� y 'r �r S��•�5 Dg 4 g r
O s / / PUMP 6F / r� „/".„.„,
� 835 �__ �r ������� -y �_ �_ �� �~ r / �$ --
STATION _
/ /
00 / / - N7 �-� .l- L`�
✓ #4 RBF1 j S 41 2J / �- �� �� /a r Elo _
----
.---
col O / / PARCEL ID:36190330276240s 84 �~ �_ / - � - [!) m (V
D CITY OF NEWTON '� g$$'54 35 W 843.34 �� -� ��
/ I s Z Cum Cu mZ o�
-' DB 2908 PG 452 - _ �_ �x --�]C--- _ - 10• -r f l 0 t t
C9 / PB 67 PG 68 `f x x`- U 0 U> --w
/ -
�_ #4 RBF x� _� - x-- ----
o ' - x �_-�__��-x---- l- PARCEL IL7:36191950782TLil Q a0
a -x CHARLES S WISHON Z O Q
Q u // x '' r REVOCABLE LIVING TRUSTLU
w 0
Ced< ' '1 DB 2641 PG 1825
' P6 58 PG 7 CC
w i / PARCEL ID;361801394698
I_ THIS DRAWING IS THE PROPERTY OF
U TARGET CORPORATION Sa,
BURTON ENGINEERING ASSOCIATES AND IS
w ° DB 2933 PG 1546 TRy�s off, ` -. NOT TO BE REPRODUCED OR COPIED IN
O PB 64 PG 199 ��'4/AD ` ,� -- _ WHOLE OR IN PART.IT IS NOT TO BE USED
0_ ` ON ANY OTHER PROJECT AND IS TO BE
CA TARGET CORPORATION
,.....,./
7/ry PARCEL ID'361801394698
RETURNED UPON REQUEST-
N ¢ DB 2933 PG 1546 1�-�
DO D P(3saPG199 -`�� PROJECT NUMBER
Q/-. 0 a
100 o 50 100 200 400 020.554.035
3
a LI
LI
R.
9 (IN FEET)
N I inch 100 ft. Sheet I of I Z
Y
0 0
Ln
Z W
0
w
Z
0 THIS DRAWING IS THE PROPERTY OF
BURTON ENGINEERING ASSOCIATES AND IS
NOT TO BE REPRODUCED OR COPIED IN
N WHOLE OR IN PART.IT IS NOT TO BE USED
3 ON ANY OTHER PROJECT AND IS TO BE
Q_I RETURNED UPON REQUEST.
z PROJECT NUMBER
0 17.554.024
w
X
7C800
0
a
/
a Sheet 18of 18