20200195 Ver 1_Storm Water Info - culvert question_20200609

Strickland, Bev
From: Aliisa Harjuniemi <[e-mail]>
Sent: Tuesday, June 9, 2020 8:55 AM
To: Johnson, Alan
Subject: Re: [External] Re: Wilkinson culvert///question
Attachments: Stormwater Management Summary.pdf, The Morris Grade Plan Sheets.pdf
®' T External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Alan,
See the attached stormwater plan and description. Let me know if you need anything else.
Thanks,
Aliisa
On Mon, Jun 1, 2020 at 1:30 PM Aliisa Harjuniemi <aliisagcws-inc.net> wrote:
Sounds good.
On Mon, Jun 1, 2020, 12:56 PM Johnson, Alan <alan.johnsongncdenr.gov> wrote:
This thing goes way back to February. Typically, I would have withdrawn by now. Say two
weeks. End of next week
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
1

From: Aliisa Harjuniemi [mailto:[e-mail]]
Sent: Monday, June 1, 2020 12:16 PM
To: Johnson, Alan <[e-mail]>
Subject: Re: [External] Re: Wilkinson culvert///question
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
v
Do you have a date by when you need this info before withdrawing the permit application?
On Fri, May 29, 2020 at 12:02 PM Johnson, Alan <alanJohnsonkncdenr.gov> wrote:
Maybe saying it will get withdrawn and will have to reapply and new fee
Might get them to move?!?!?
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Aliisa Harjuniemi [mailto:[e-mail]]
Sent: Friday, May 29, 2020 11:19 AM
To: Johnson, Alan <[e-mail]>
Subject: [External] Re: Wilkinson culvert///question
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
I will follow up again.
On Fri, May 29, 2020 at 8:55 AM Johnson, Alan <alanJohnsonkncdenr.gov> wrote:
I know .... just checking in. I guess they aren't in a hurry on their end?????
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
I
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties unless the content is exempt by statute or other regulation.

Aliisa Harjuniemi, PWS
Project Manager
Carolina Wetland Services, Inc.
550 E. Westinghouse Boulevard
Charlotte, NC 28273
Direct: 980-259-1222
Office: 704-527-1177
www.cws-inc.net fcws-inc.netl
Aliisa Harjuniemi, PWS
Project Manager
Carolina Wetland Services, Inc.
550 E. Westinghouse Boulevard
Charlotte, NC 28273
Direct: 980-259-1222
Office: 704-527-1177
, , www.cws-inc.net fcws-inc.netl
Aliisa Harjuniemi, PWS
Project Manager
Carolina Wetland Services, Inc.
550 E. Westinghouse Boulevard
Charlotte, NC 28273
Direct: 980-259-1222
Office: 704-527-1177
www.cws-inc.net fcws-inc.netl

ESP
Stormwater Management Summary — The Morris at Belmont
The project site is located in Zone X and AE per FIRM Map for Gaston County, North
Carolina — Map Number 371O3595O0M, Effective Date: 9/2/2015. Abbey Creek
borders the north and east portion of the project. The existing site is undeveloped and
consists of woods and open fields. There are several existing sanitary sewer easements
traversing the property.
The runoff from the site will be collected in the five storm drainage networks that
outfall into three different SCM facilities on site. These facilities consist of one sand
filter, and two underground detention with underground storm filter that will detain and
treat storm water runoff from the proposed development prior to discharging to Abbey
Creek. Two of these SCMs discharge upstream of the culvert crossing and the third
discharges just before the culvert crossing. Refer to the construction drawings for more
information.
ESP Associates, Inc.
P.O. Box 7030 • Charlotte, NC 28241
1.800.960.7317 • NC: 704.583.4949, fax [phone] • SC: 803.802.2440, fax [phone]
www.espassociates.com

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GRADING NOTES \ 1 / 1iC ( \ // // /ll ' / / PROPERTY /// \ 1 // \ �1�
21. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE \ --�
\ l �� ) I ( // / ( )/ I ) 1 / /// // / 1 I � DB 4608 PG 1351 \ �/, - t \ ( )) \ \ � //, /, 1 I ( , \
12. PROPOSED STREET RIGHTS -OF -WAY SHALL BE GRADED TO THEIR FULL WIDTH FOR DITCH TYPE \\ \ \ % /J��/ // / )/ / //f ///// / / I ) ( OWNERS ASS OCIATION, :LOT 115, MB 61 PG 38 \ �// // _ ` \ �\ J) \ �)// I ! \ I 1 \ ) / /) V
4-INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE. SUBGRADE SHALL BE 640 \ (( / f / / ) I (� 1. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A STREETS AND A MINIMUM OF EIGHT FEET BEHIND THE CURB FOR CURB AND GUTTER SECTIONS. COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. ) ( ) ))) ) ) �(-� r /�!�/ // / /,' / / / / 11 DB 291 1 PG 345 Z NE:INF-,R , / // /r // \\ \ \ ((I ( //// J I J 1 / /) / /) z
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND j ) / ) ? // ) ) f \1 if�( i_ �/ /// ///( ) // / ) ( MB 57 PG 86 I ��� I ( ( / /( �/ �� 111// �) J I
13. FILL EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 235 OF THE CURED WITH ACCEPTABLE CONCRETE CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED f ) ///( ///" //—/ ��/ � \))� / ::__ / / / l / / : NF-R f / I ) / I / \ �\ 1 \ (1 /////� ////_ // (( \
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AT INTERVALS OF NOT LESS THAN FIVE 5 FEET AND EXPANSION JOINTS AT INTERVALS F � � ) ( ((<- 1 \ /�� �// / %� `/ //I % / / ) / /// J '�� p'N i / 1 1 1 I I / / \ �1 / 1 //// //(//f� ( / � )
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE. AND STRUCTURES AND PLACED IN SUCCESSIVE LIFTS NOT TO EXCEED MORE THAN SIX 6 INCHES () O NOT I \ / /( o,JJ�/ j / j/ // `/ / / // //��/%��/////�//��� `\\\\W ) J % / / // l ( ` ( )l (l/�( ( ( ()
IN DEPTH FOR THE FULL WIDTH OF THE CROSS-SECTION, INCLUDING THE WIDTH OF THE(SLOPE (1/04) NCH PER OOTFIVE (45) FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE \\) f / `I i ( //(I I/ ,/1)I ///��/ /�/// /� l /l /// / , , )/ I // /r) �//� ��/�j�/��/I/��C \ / / //j // / / / // / J \ j 1 \ \\ \ �/ I�III�I/I� I I L� /\ I / t
3. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN AREA. NO STUMPS, TREES, BRUSH, RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES ' ^
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FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION SHALL BE OBTAINED FROM SHALL BE PLACED IN THE RIGHT-OF-WAY. EACH SUCCESSIVE SIX (6) INCH LAYER SHALL BE 22. ON -SITE BURIAL PITS REQUIRE AN ONSITE DEMOLITION LANDFILL PERMIT FROM GASTON v
THE ADJACENT PROPERTY OWNER(S). THOROUGHLY COMPACTED BY THE SHEEPS-FOOT TAMPING ROLLER, 10-TON POWER ROLLER, COUNTY. 32. SOIL COMPACTION TESTING IN RIGHTS OF WAYS AND UTILITY EASEMENTS IS REQUIRED WITH J
PNEUMATIC -TIRED ROLLER, OR OTHER METHODS APPROVED BY THE TOWN ENGINEER. THE CITY TO RECEIVE COPIES OF SAID TEST RESULTS. THE CONTRACTOR/OWNER SHALL RETAIN A 4. ALL BACKFILL MATERIAL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE EMBANKMENTS OVER AND AROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL, PLACED 23. THE DEVELOPER/CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH QUALIFIED INDEPENDENT TESTING FIRM TO PERFORM SUCH TESTS. J
MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID AND THOROUGHLY TAMPED AND COMPACTED AS DIRECTED BY THE TOWN OR HIS CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF Q
MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL REPRESENTATIVE. THE STREAM ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 33. FILLS IN RIGHTS OF WAY WILL BE MONITORED BY THE CITY INSPECTOR. THE DEVELOPER MUST 111f
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING SUBMIT COMPACTION TESTING RESULTS TO THE CITY INSPECTOR AS VERIFICATION THAT
BLOWS OR PROOF ROLLING. 14. THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINES AND 24. ALL GRADING OF RIGHTS OF WAY AND EASEMENTS MUST BE COMPLETED PRIOR TO THE SPECIFIED COMPACTION IS ACHIEVED IN THE RIGHTS OF WAY.
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5. MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE GRADES ESTABLISHED BY THE ENGINEER. INSTALLATION OF WATER MAINS, SANITARY SEWERS, FORCE MAIN, AND DRAINAGE PIPES. >
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. 15. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH THE CITY/COUNTY 25. FILLS IN RIGHTS OF WAY WILL BE MONITORED BY THE CITY INSPECTOR AND THE ENGINEER 0
INSPECTOR. MUST SUBMIT COMPACTION TESTING RESULTS TO THE CITY INSPECTOR AS VERIFICATION THAT
6. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION SPECIFIED COMPACTION IS ACHIEVED.
METHODS. EACH SIX INCH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY 16. IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE A MINIMUM OF 0.50% SLOPE,
COMPACTED INTO PLACE. UNLESS SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR 1, 0
26. ALL BACKFILL AND FILL MATERIAL USED IN RIGHTS OF WAY AND UTILITY EASEMENTS MUST BE 0 ;)
OBTAINING POSITIVE DRAINAGE AT ALL INTERSECTIONS. SPECIAL CARE MUST BE TAKEN AT NOW PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION
7. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE PLANS. LOCATIONS WHERE SPILL CURB IS INDICATED. MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL MUST BE CAPABLE OF BEING 0 ,11
ALL TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT DURING THE CLEARING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL MUST HAVE NO TENDENCY TO FLOW OR 1, F
OPERATIONS SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF PROPERLY, 17. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTOR SHALL BE BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. 'IV
AND SHALL BE EITHER REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR, OR RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS. � FQ
SATISFACTORILY DISPOSED OF ON -SITE WITH APPROVAL FROM THE OWNER. 27. MATERIALS DEEMED BY THE CITY INSPECTOR AS UNSUITABLE FOR BACKFILL OR FILL
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18. CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 2:1, UNLESS NOTED PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
8. WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS (ROCK, OTHERWISE.
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(PING, ETC.) ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORT THE CONFLICT TO
THE OWNER'S ENGINEER. ALL CHANGES MUST BE APPROVED IN WRITING BY THE ENGINEER
19. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THE
28. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL
PROJECT INFORMATION
BEFORE CONSTRUCTION CAN PROCEED.
ENGINEER. BEFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE, THE
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS
NOT TO EXCEED SIX INCHES AND EACH LAYER MUST BE COMPACTED THOROUGHLY.
PROJECT MANAGER:
JSC
SUBGRADE SHALL BE COMPACTED TO 100% IN ACCORDANCE WITH AASHTO-T99 AND NCDOT
9. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY
SPECIFICATIONS SECTIONS 500, AND THEN SHALL BE PROOF ROLLED IN THE PRESENCE OF THE
29. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN -BACKFILLED
GRAPHIC SCALE
DESIGNED BY:
CAT
UTILITIES DAMAGED DURING CONSTRUCTION.
ENGINEER. PLACES THAT ARE FOUND TO BE LOOSE, SOFT, OR COMPOSED OF UNSUITABLE
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
,
DRAWN BY:
GMD
MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT, MUST BE DUG OUT AND REFILLED WITH
100 0 50' 100 200' 400'
10. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALL CONSTRUCTION
SUITABLE MATERIAL. ALL EMBANKMENTS OR FILLS SHALL BE MADE IN SIX-INCH VERTICAL LIFTS OF
30. ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH
, °
PROJECT NUMBER:
GW28.400
WASTE AND DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLY DISPOSED AT AN OFFSITE
SUITABLE MATERIAL. THE FILL SHALL BE ROLLED WITH A SHEEPS-FOOT ROLLER AFTER EACH LIFT,
THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT INCHES, AND A DENSITY OF 95% STANDARD
�%pd �������������������������������������� " IIII
LOCATION.
FOLLOWED BY A WHEEL ROLLER, EACH WEIGHING NOT LESS THAN TEN (10) TONS.
PROCTOR FOR DEPTHS GREATER THAN EIGHT INCHES.
ORIGINAL DATE:
02/04/2020
11. ROAD SHOULDERS, SWALES, BACK -OF -CURBS, AND CUT/FILL BANKS SHALL BE COMPLETELY
DRESSED
20. THE STONE BASE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH
31. NO GRADING MAY OCCUR WITHOUT FIRST OBTAINING A GRADING PERMIT FROM THE CITY OF
( IN FEET)
1 inch = 100 ft. Know whafs below.
SHEET:
BY THE CONTRACTOR AND SEEDED AS SOON AS POSSIBLE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTENANCE OF THESE AREAS UNTIL A PERMANENT STAND OF GRASS IS
THE MODIFIED PROCTOR TEST (AASHTO-T180) BY ROLLING WITH RING OR TAMPING ROLLER OR
WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF TEN TONS. WHEN COMPLETED, THE
BELMONT. THE CITY WILL NOT ISSUE THIS PERMIT UNTIL AN APPROVED EROSION CONTROL PERMIT
HAS BEEN OBTAINED.
Call before you dig.
C4.0
ESTABLISHED.
BASE COURSE SHALL BE SMOOTH, HARD, DENSE, UNYIELDING AND WELL BONDED.

LEGENDPROP. CONCRETE SIDEWALKPROP. CONTOURPROP. LIMITS OF DISTURBANCEPROP. STORM DRAINAGEEASEMENT (SDE)PROP. LANDSCAPE BUFFERTEMP CONSTRUCTION ESMT.PROP. 30' UNDISTURBED BUFFER(ZONE 1)PROP. 20' MANAGED VEGETATIONBUFFER (ZONE 2)PROP. TREE PROTECTION FENCETEMP. EROSION CONTROL BLANKETEXIST. CONCRETE SIDEWALKEXIST. MAJOR CONTOUREXIST. MINOR CONTOUREXIST. 100YR FEMA FLOOD ZONEEXIST. FEMA FLOODWAY ZONEDNTTTTTTTTTTTTDNSEXIST. GROUND ELEV. : 642.02PROP. GROUND ELEV. : 645.93WIRE HEIGHT: 671.70EXIST. GROUND ELEV. : 641.44PROP. GROUND ELEV. : 647.32WIRE HEIGHT: 671.10BREWER STREETPROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. EDGE OFPAVEMENT (TYP.)PROP. RETAINING WALLTO BE DESIGNED BYOTHERS (TYP.)PROP. BLDG. G BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. D BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. C BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. F BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. GARAGE BLDG.BY OTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. GARAGE BLDG.BY OTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. CARRIAGEBLDG. A BY OTHERS -SEE ARCH. DWGS. FORMORE INFO. (TYP.)PROP. CARRIAGEBLDG. I BY OTHERS -SEE ARCH. DWGS. FORMORE INFO. (TYP.)PROP. STAIRS(SEE PLANS BYOTHERS)PROP. RETAINING WALLTO BE DESIGNED BYOTHERS (TYP.)PROP. RETAININGWALL TO BE DESIGNEDBY OTHERS (TYP.)PROP. RETAINING WALLTO BE DESIGNED BYOTHERS (TYP.)PROP. CARRIAGEBLDG. J BY OTHERS -SEE ARCH. DWGS. FORMORE INFO. (TYP.)PROP. 2'-0" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 30'
LANDSCAPE
BUFFER PROP. 30'LANDSCAPEBUFFERMcLEAN AVE.(PROP. 60' PUBLIC R/W)PROP. 4' CONCRETESIDEWALK (TYP.)PROP. 2'-0" STANDARDCURB & GUTTER (TYP.)PROP. 6' CONCRETESIDEWALK (TYP.)PROP. 5' CONCRETESIDEWALK (TYP.)PROP. 2'-0" STANDARDCURB & GUTTER (TYP.)PROP. 5' CONCRETESIDEWALK (TYP.)PROP. 4' CONCRETESIDEWALK (TYP.)PROP. 6' CONCRETESIDEWALK (TYP.)65565164764464
5
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653 634626638634PROP. LIMITS OFDISTURBANCE (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)628630633629
633
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RCP CB#B1318" RCPPROP. SOFT SURFACETRAIL (TYP)PROP. 20' SAN. SWR. ESMT.SANDFILTER BMP(SEE SHEET C5.2 FORDETAILS)PROP. NAG S75 EROSIONCONTROL BLANKETSTAPLE PATTERN D (TYP.)PROP. RETAINING WALLTO BE DESIGNED BYOTHERS (TYP.)638
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(SEE SHEET C4.2)
MATCH LINE
(SEE SHEET C4.3)SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
BYREVISIONDATENO.
ESP Associates, Inc.1 05/27/2020 REVISED PER CITY OF BELMONT AND CLIENT COMMENTS CAT
THE MORRIS AT BELMONT
BELMONT, NORTH CAROLINAKFC WAYFORTH BELMONT, LLC
GRADING PLAN
(SHEET 1 OF 4)C4.1JSCCATGMDGW28.40002/04/2020PRELIMINARY
NOT FOR
CONSTRUCTIONNOTE:STORM NETWORK B PRFILES CANBE FOUND ON SHEETS C4.7-C4.8STORM NETWORK C PRFILES CANBE FOUND ON SHEETS C4.9-C4.10STORM NETWORK E PRFILES CANBE FOUND ON SHEETS C4.12FOR REVIEW
PURPOSES
ONLY
LEGENDPROP. CONCRETE SIDEWALKPROP. CONTOURPROP. LIMITS OF DISTURBANCEPROP. STORM DRAINAGEEASEMENT (SDE)PROP. LANDSCAPE BUFFERTEMP CONSTRUCTION ESMT.PROP. 30' UNDISTURBED BUFFER(ZONE 1)PROP. 20' MANAGED VEGETATIONBUFFER (ZONE 2)PROP. TREE PROTECTION FENCETEMP. EROSION CONTROL BLANKETEXIST. CONCRETE SIDEWALKEXIST. MAJOR CONTOURTTTTTTTTTTTDNTPROP.ROUND-A-BOUT(TYP.)PROP. AMENITYCENTER BY OTHERS -SEE ARCH. DWGS. FORMORE INFO. (TYP.)PROP. DOGPARK (TYP.)PROP. RETAININGWALL TO BEDESIGNED BYOTHERS (TYP.)PROP. RETAINING WALLTO BE DESIGNED BYOTHERS (TYP.)PROP. RETAININGWALL TO BEDESIGNED BYOTHERS (TYP.)PROP. BLDG. Q BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. R BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. O BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. N BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. H BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. BLDG. E BYOTHERS - SEEARCH. DWGS. FORMORE INFO. (TYP.)PROP. CARRIAGEBLDG. B BY OTHERS -SEE ARCH. DWGS. FORMORE INFO. (TYP.)PROP. POOL &DECK BYOTHERS (TYP.)PROP. RETAINING WALLTO BE DESIGNED BYOTHERS (TYP.)PROP. CARRIAGEBLDG. S BY OTHERS -SEE ARCH. DWGS. FORMORE INFO. (TYP.)PROP. RETAININGWALL TO BE DESIGNEDBY OTHERS (TYP.)PROP. RETAININGWALL TO BE DESIGNEDBY OTHERS (TYP.)PROP. PICNICSHELTER BYOTHERS (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. RETAININGWALL TO BEDESIGNED BYOTHERS (TYP.)PROP. RETAININGWALL TO BEDESIGNED BYOTHERS (TYP.)PROP. RETAININGWALL TO BEDESIGNED BYOTHERS (TYP.)PROP. 1'-6" STANDARDCURB & GUTTER (TYP.)PROP. 30'
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ISABELLA GRACE LANE
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D
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R1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD83)MATCH LINE(SEE SHEET C4.3)MATCH LINE(SEE SHEET C4.1)SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
BYREVISIONDATENO.
ESP Associates, Inc.1 05/27/2020 REVISED PER CITY OF BELMONT AND CLIENT COMMENTS CAT
THE MORRIS AT BELMONT
BELMONT, NORTH CAROLINAKFC WAYFORTH BELMONT, LLC
GRADING PLAN
(SHEET 2 OF 4)C4.2JSCCATGMDGW28.40002/04/2020PRELIMINARY
NOT FOR
CONSTRUCTIONNOTE:STORM NETWORK A PRFILES CANBE FOUND ON SHEETS C4.5-C4.6STORM NETWORK B PRFILES CANBE FOUND ON SHEETS C4.7-C4.8STORM NETWORK E PRFILES CANBE FOUND ON SHEETS C4.12MATCH LINE
(SEE SHEET C4.3)
FOR REVIEW
PURPOSES
ONLY
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STORM NETWORK A PRFILES CAN
BE FOUND ON SHEETS C4.5-C4.6
STORM NETWORK B PRFILES CAN
BE FOUND ON SHEETS C4.7-C4.8
STORM NETWORK D PRFILES CAN
BE FOUND ON SHEETS C4.11
LEGEND
PROP. CONCRETE SIDEWALK
PROP.CONTOUR
PROP. LIMITS OF DISTURBANCE
MATCH LINE
(SEE SHEET C4.2)
PROP. STORM DRAINAGE • / / / / / \ �/ - - _ II / / // / // / / / / / / " / / /
EASEMENT (SIDE) - - / J //°� - / \II \ \ / / / / �/\ i / i621 / /
PROP. LANDSCAPE BUFFER
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TEMP. EROSION CONTROL BLANKET =i637.55
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PROJECT INFORMATION
PROJECT MANAGER:
JSC
DESIGNED BY:
CAT
DRAWN BY:
GMD
PROJECT NUMBER:
GW28.400
ORIGINAL DATE:
02/04/2020
MATCH LINE
(SEE SHEET C4.2)
( IN FEET)
1 inch = 30 ft.
Know whafs below.
Call before you dig.
SHEET:
C4.3

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I \ \ I MAP 3710359500M / EXIST PROPERTY / \ SIDEWALK TYP. o / - \ \\ \ PB 7 PG 107
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NOTE; STAPLE PATTERN D (TYP.) - \ \ I I\ \ \ / / I I l / T
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STORM NETWORK D PRFILES CAN `c6#Ds
BE FOUND ON SHEETS C4.11 PROP. 5' CONCRETE
PROP. LIMITS OF SIDEWALK (TYP.) 17
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\ 6 TW=654 PROP. 2'-0" STANDARD
\ 0z _ - V(/=66 ' / CURB & GUTTER (TYP.)
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PROP.CONTOUR
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PROP. LIMITS OF DISTURBANCE \ CB#D5 \615.39 \\ \ \ \ \ /� <
600\ \ \\ \\ \\ \\ \\ \\ \ \\ \ \ \ \ \
/ TW=
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PROP. STORM DRAINAGE ° . � \ \ \\
EASEMENT (SIDE) - - 6Z0 1 ' / PROP. 5' CONCRETE \ \ 603 \ /� \ \
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TEMP CONSTRUCTION ESMT. TCE T m \�� CONTROL BLANKET
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N D STAPLE PATTERN D (TYP.) \ \ \ \ \ \ \ \ - \
\ \ \ \ \ \ \ \ \ \ \
PROP. 30' UNDISTURBED BUFFER = / �� ��\ \ \ \ \ \ \ \ \ \ TAX# 186560 \ \
(ZONE 1) m = \/ ��' = TW�59760 i \ 6 00� \� \� \\ \ \ \ \ \ \\ \ \ \ DBNI810PG PRICE \
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PROP. 20' MANAGED VEGETATION �" ♦ PROP RETAINING WALL
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g�8 OTHERS (TYP.) i \ \ \ \ APPROXIMATE LOCATION OF \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
100YR FLOODPLAIN PER FIRM \ \ \ \ \ \ \ \
/ /=397.05 j - - \ \ \ 1\ MAP# 3710359500M \ \ \ \ \ \ \ \ \ \
PROP. TREE PROTECTION FENCE g15 \ I \ \ EXIST. PROPERTY \ \ \ \ \
BOUNDARY (TYP) \ \ \ \ \ \ \ \
TEMP. EROSION CONTROL BLANKET
EXIST. CONCRETE SIDEWALK
EXIST. MAJOR CONTOUR —
EXIST. MINOR CONTOUR - - - - - -
EXIST. 100YR FEMA FLOOD ZONE
EXIST. FEMA FLOODWAY ZONE
GRAPHIC SCALE
30' 0 15' 30' 60'
120'
Know what's below.
Call before you dig.
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PROJECT INFORMATION
PROJECT MANAGER:
JSC
DESIGNED BY:
CAT
DRAWN BY:
GMD
PROJECT NUMBER:
GW28.400
ORIGINAL DATE:
02/04/2020
( IN FEET)
1 inch = 30 ft.
SHEET:
C4.4