wl

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W

W

W

W

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PROPOSED

STORMWATER

BMP # 1

1

24

C.O.S.

C.O.S.

100' BUFFER

100' BUFFER

TRIBUTARY TO

SIX MILE CREEEK

APPROX.

WETLANDS

APPROX.

WETLANDS

APPROX.

WETLANDS

APPROX.

WETLANDS

200' BUFFER

200' BUFFER

200' BUFFER

200' BUFFER

SIX MILE

CREEEK

SIX MILE

CREEEK

EXISTING SITE DATA

TAX PARCEL NO.:

EXIST. ZONING: R - 3

TOTAL SITE AREA:

DEVELOPMENT DATA

PROPOSED # OF LOTS:

DENSITY ALLOWED: 3 UNITS PER AC

DEVELOP AS: R - 3 CLUSTER

LOTS ALLOWED: 38

PROPOSED DENSITY:

MIN. LOT SIZE:

MIN. LOT WIDTH:

FRONT SETBACK:

8,000 S.F.

60 FT.

20 FT. MIN. FROM R/W OR BACK OF S.WALK

DEVELOPMENT STANDARDS

R - 3 CLUSTER

SIDE YARD: 5 FT.

REAR YARD: 30 FT. INTERNAL, 45' EXTERNAL

BUILDING HEIGHT: 40 FT. - 48 FT.

CORNER SETBACK: 10 FT.

MAX. BUILDING COVERAGE:

DENSITY CLASSIFICATION: HIGH DENSITY (>= 12%)

WATERSHED DISTRICT: SIX MILE CREEK

2.85 LOTS / AC.

37

TREE SAVE PROVIDED: 1.30 AC. MINIMUM

TREE SAVE REQUIRED: 1.30 AC. (10% TOTAL AREA)

NATURAL AREA REQ'D: 2.27 AC. (17.5% TOTAL AREA)

NATURAL AREA PROVIDED: 2.27 AC.

PCCO NOTE:

WATER QUALITY BEST MANAGEMENT PRACTICES (BMP) WILL BE

INCORPORATED INTO THE SITE TO ACHIEVE 85% TOTAL SUSPENDED SOLID

(TSS) AND 70% TOTAL PHOSPHORUS (TP) REMOVAL FOR THE ENTIRE

POST-DEVELOPMENT RUNOFF VOLUME GENERATED FROM THE FIRST

1-INCH OF RAINFALL. BMP'S (STORM WATER QUALITY TREATMENT

VOLUME, VOLUME CONTROL, AND PEAK CONTROL) MUST BE DESIGNED

AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CHARLOTTE POST

CONSTRUCTION CONTROLS ORDINANCE, JULY 1, 2008 AND MECKLENBURG

COUNTY BMP DESIGN MANUAL, JULY 2013.

(NATURAL AREA REQUIREMENTS ARE TO BE PROVIDED PER SECTION 502 FROM THE

CITY OF CHARLOTTE POST CONSTRUCTION CONTROLS ORDINANCE, JULY 1, 2008.

TOTAL SITE BUA IS ESTIMATED TO BE FROM 24%-50% RANGE ->> NA REQUIRED = 17.5%)

POST CONSTRUCTION CONTROLS ORDINANCE (PCCO)

REQUIREMENTS

EXISTING PROPERTY LINE

PROPOSED LOT LINE

LEGEND

PROPOSED BMP

1. BOUNDARY SURVEY WAS PREPARED BY LAWRENCE ASSOCIATES

DATED DECEMBER 12, 2015. 704-289-1013

2. WETLANDS DETERMINATION AND STREAM ASSESSMENT WAS

PROVIDED BY WETLANDS AND WATERS, INC.

3. GEOTECHNICAL REPORT WAS PREPARED BY SUMMIT ENGINEERING.

NOTES

BMP

NOTE: NO DENSITY INCENTIVES ARE PROPOSED

*

12.98 AC

23105318, 23105322

WATERSHED DISTRICT: SIX MILE CREEK, YADKIN - S.E. CATAWBA

30% OF LOT (15,001 OR GREATER SF LOT SIZE)

35% OF LOT (8,501 - 15,000 SF LOT SIZE)

40% OF LOT (6,501 - 8,500 SF LOT SIZE)

50% OF LOT (UP TO 4,000 SF LOT SIZE)

45% OF LOT (4,001 - 6,500 SF LOT SIZE)

2000 100

400

1" = 100'

L-1

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COVER SHEET

ROW TO BE DEDICATED:0.00 AC

NET SITE AREA:12.98 AC

C.O.S. PROVIDED: 1.29 AC. MIN.

C.O.S. REQUIRED: 1.29 AC. (10% TOTAL AREA)

NOTE: REFER TO SHEET L-13 FOR THE BREAKDOWN

NOTE: REFER TO SHEET L-13 FOR THE BREAKDOWN

SHEET SCHEDULE

L - 1 COVER SHEET

L - 2 EXISTING CONDITIONS & DEMOLITION PLAN

L - 3 SITE PLAN

L - 4 OVERALL GRADING & STORM DRAINAGE PLAN

L - 5 EROSION CONTROL PLAN - INITIAL PHASE

L - 6 EROSION CONTROL PLAN - INTERMEDIATE PHASE

L - 7 EROSION CONTROL PLAN - FINAL PHASE

L - 8 BMP ENLARGEMENT AND DETAILS PLAN

L - 9 STORM DRAINAGE AREA PLAN - EXISTING

L - 10 STORM DRAINAGE AREA PLAN - PROPOSED

L - 11 ROAD PROFILES : WALKER ROAD

L - 12 ROAD PROFILES : SAGEWOOD PARK ROAD

L - 13 PLANTING, NATURAL AREA & TREE SAVE PLAN

L - 14 STANDARD DETAILS

L - 15 STANDARD DETAILS

L - 16 USPS CLUSTER MAILBOX LOCATION PLAN

CLIENT / OWNER:

SHEA HOMES

8008 CORPORATE CENTER DRIVE

SUITE # 300

CHARLOTTE, NC 28226

CONTACT : MR. CHASE KERLEY

( 704 ) 319 - 5000

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,

No.

Project Number

16025

Drawn By

Checked By

Date

Project Manager

MPB

Date By Description

REVISIONS:

Sheet Number

SHEET OF TOTAL

Scale:

SAGEWOOD SUBDIVISION

CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA

SHEA HOMES

DPR Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204

phone 704. 332. 1204 fax 704. 332. 1210 www.dprassociates.net

landscape architecture

civil engineering

planning

. .

. .

MPB

SA

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/ 16

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08/17/2016

DL/TK

16

11-30-16

037830

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211-28-16

MB 2nd SUBMITTAL REVISIONS

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9,193 SQ. FT.

6

8,945 SQ. FT.

7

9,021 SQ. FT.

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8,174 SQ. FT.

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9,052 SQ. FT.

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10,485 SQ. FT.

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9,512 SQ. FT.

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'

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8

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3

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1

8

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9

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R=

200

.00'

L=

169.04'

R=158.46

'

L=99.03'

R

=

2

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9

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A

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D

4

9

'

4

'

7

'

8,174 SQ. FT.

15

8,174 SQ. FT.

16

8,175 SQ. FT.

17

8,178 SQ. FT.

18

8,071 SQ. FT.

19

+

0

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PT: 6+65.73

EP: 7+00.07

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36

10,221 SQ. FT.

37

8,221 SQ. FT.

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8,403 SQ. FT.

35

6

6

'

1

3

4

'

6

5

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3

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5

'

2

3

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9

'

69'

39'

6

1

'

1

5

4

'

1

5

0

'

4

8

'

1

6

'

4

5

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1

5

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4

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1

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2

4

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8

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6

4

"

W

5

9

2

.

3

7

0

W

W

W

12'

5

5

'

PROPOSED

STORMWATER

BMP # 1

800 40

160

1" = 40'

L-3

3

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SITE PLAN

GENERAL / SITE NOTES :

1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY BY

LAWRENCE ASSOCIATES, DATED 12/15/2015. OFF-SITE TOPOGRAPHIC INFORMATION TAKEN

FROM MECKLENBURG COUNTY GIS.

2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

3. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO

DISTORTION.

4. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL

STANDARDS.

5. STORM DRAIN EASEMENTS (SDE) ARE TO BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNER

OR HOMEOWNERS ASSOCIATION.

6. ALL RADII AT INTERSECTIONS TO BE 20' AT RIGHT-OF-WAY AND 20' AT BACK OF CURB UNLESS

OTHERWISE NOTED.

7. LOT DIMENSIONS ARE APPROXIMATE. REFERENCE RECORD PLAT FOR EXACT DIMENSIONS.

8. GRADING AREAS OUTSIDE THE LIMITS SHOWN IS A VIOLATION OF CITY ORDINANCE AND IS

SUBJECT TO FINES.

9. GRADING MORE THAN ONE ACRE WITHOUT A PERMIT IS A VIOLATION MUST BE SUBMITTED TO THE

CHARLOTTE ENGINEERING DEPT. IN ACCORDANCE WITH CITY OF CHARLOTTE SUBDIVISION

ORDINANCE, CITY CODE AND SUBJECT TO FINES.

10. THIS DEVELOPMENT WILL BE SERVICED BY PUBLIC (CMU) WATER AND SEWER.

11. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL

REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY

AUTHORITIES.

12. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND

PUBLIC SHALL BE PROTECTED FROM INJURY.

13. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND

RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.

14. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER

OR ENGINEER PRIOR TO PROCEEDING WITH WORK.

15. ALL DRAINAGE FACILITIES, CURB CUTS, AND CURB RAMPS MUST BE CONSTRUCTED IN

COMPLIANCE WITH THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL AND

COORDINATED WITH CITY ENGINEERING DEPARTMENT.

16. ALL PROPOSED TREES, BERMS, WALLS, FENCES AND/OR IDENTIFICATION SIGNS MUST NOT

INTERFERE WITH SIGHT DISTANCE AT THE STREET CONNECTIONS.

36. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING

FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST

BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. BEFORE YOU DIG, STOP; CALL THE NC

ONE-CALL CENTER (811). IT'S THE LAW.

37. ALL NCDOT STANDARDS ARE PER HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWINGS

JANUARY 2012 OR LATEST EDITION.

38. PROPOSED SIGNAGE SHALL COMPLY WITH CITY OF CHARLOTTE ZONING REQUIREMENTS.

39. ALL ADA RAMPS TO BE INSTALLED PER CITY OF CHARLOTTE STANDARDS, AND NCDOT STANDARDS AT

PUBLIC STREET R.O.W. ALONG SAGEWOOD DRIVE AND WALKER ROAD.

40. CONTRACTOR TO OBTAIN BUILDING DEMOLITION PERMIT AS REQUIRED PER ALL APPLICABLE

REGULATIONS.

41. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM ZONING

ADMINISTRATION. ANY ON-SITE DEMOLITION LANDFILLS OR STUMPHOLES SHALL BE A MINIMUM OF 100'

FROM ANY EXTERIOR PROPERTY LINE. ( NO ON-SITE BURIAL WILL BE PERMITTED FOR THIS PROJECT.).

42. ADDITIONAL PAVEMENT SHOWN ON PLANS ALONG EXIST. WALKER ROAD MAY BE ADJUSTED BASED

UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE

MODIFICATION BASED UPON FIELD CONDITIONS.

43. A SIGHT DISTANCE EASEMENT IS REQUIRED TO BE RECORDED WHERE A SIGHT DISTANCE LINE SHOWN

GOES OUTSIDE OF AN NCDOT R.O.W. THIS EASEMENT MUST BE RECORDED BEFORE NCDOT WILL

GRANT DRIVEWAY PERMITS.

44. ESTIMATED PROJECT COMPLETION DATE IS DECEMBER 2018.

45. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD

CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED.

PROPOSED RIGHT OF WAY

EXISTING PROPERTY LINE

EXISTING WOODS LINE

EXISTING CREEK

LOT NUMBER

SITE DISTANCE TRIANGLE

ACCESSIBLE RAMP

STORM DRAIN EASMENT

U - 02

L-15

2' - 0" VALLEY GUTTER (TYP.)

8' - 0" WIDE PLANTING STRIP (TYP.)

5' - 0" WIDE SIDEWALK (TYP.)

SEE DETAIL U-2, SHEET L-15

CLIENT / OWNER:

SHEA HOMES

8008 CORPORATE CENTER DRIVE

SUITE # 300

CHARLOTTE, NC 28226

CONTACT : MR. CHASE KERLEY

( 704 ) 319 - 5000

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Sheet Number

SHEET OF TOTAL

Scale:

SAGEWOOD SUBDIVISION

CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA

SHEA HOMES

DPR Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204

phone 704. 332. 1204 fax 704. 332. 1210 www.dprassociates.net

landscape architecture

civil engineering

planning

. .

. .

MPB

SA

GE

WO

OD

/ 16025

08/17/2016

DL/TK

16

11-30-16

037830

SEAL

18. PROPOSED SIGNAGE AND LANDSCAPING AND OTHER MONUMENTATIONS SHALL BE PERMITTED IN

CONFORMANCE WITH ZONING ORDINANCE REQUIREMENTS.

19. ALL PAVEMENT MARKINGS SHALL HAVE A MIN. WIDTH OF FOUR (4) INCHES UNLESS INDICATED

OTHERWISE ON THE DRAWINGS.

20. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER

TRAFFIC CONTROL DEVICES ON THE SITE.

21. ALL DISTURBED AREAS NOT TO RECEIVE BUILDING OR PAVEMENT SHALL BE SEEDED AND STRAW

MULCHED.

22. COORDINATE PUBLIC STREET CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.

23. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDS 50.05 (9" SIGNS ONLY).

24. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.

25. IN ORDER TO ENSURE PROPER DRAINAGE, MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB.

26. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED

NECESSARY BY THE INSPECTOR.

27. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR TO

FINAL SUBDIVISION INSPECTION TO THE CITY OF CHARLOTTE ENGINEERING DEPT. IN ACCORDANCE

WITH THE CITY SUBDIVISION ORDINANCE.

28. ONLY PATIOS (NO ELEVATED DECKS) AT GRADE ARE ALLOWED IN THE SETBACK.

29. ALL ROAD IMPROVEMENTS ALONG EXIST. WALKER ROAD ARE TO BE COORDINATED WITH THE CITY OF

CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.

30. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER

CONVEYANCE.BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH

IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.

31. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR

PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO

ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR

PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.

32. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING SITE CONSTRUCTION WITHIN EXIST. WALKER

ROAD R.O.W. AS DIRECTED BY CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT).

33. ALL DRIVEWAYS SHALL BE IN ACCORDANCE WITH NCDOT AND CITY OF CHARLOTTE STANDARDS,

DETAILS AND SPECIFICATIONS.

34. TOP SOIL TO BE STRIPPED AND MAY BE STOCKPILED ON-SITE IN AREAS DIRECTED BY SITE

DEVELOPERS. CONTRACTOR TO BE RESPONSIBLE FOR OFF-SITE DISPOSAL FOR THE REMAINDER OF

THE TOP SOIL.

35. CONTRACTOR TO COORDINATE ANY PROBLEMS OR FIELD CONDITIONS THAT MAY CHANGE DESIGN

WITH DPR ASSOCIATES, INC. PRIOR TO PROCEEDING.

36. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION

CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION

CONTROLS EASEMENTS (PCCE'S) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE

OF OCCUPANCY.

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L-15

CURB RAMP

SEE DETAIL I-1

SHEET L-15

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TRIBUTARY TO

SIX MILE CREEK

APPROX.

WETLANDS

LOCATION

APPROX.

WETLANDS

LOCATION

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SEE SHEET L-15

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EASEMENT

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POST-CONSTRUCTION

CONTROLS EASEMENT

(PCCE) AROUND BMP

100' UNDISTURBED

PCSO WO BUFFER

100' UNDISTURBED

PCSO WO BUFFER

PROPOSED BMP

COMMON OPEN SPACE

BMP

C.O.S.

1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.

2. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)

3. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT

MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE

INSPECTOR AND BASED ON FIELD CONDITIONS.

4. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.

5. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED

NECESSARY BY THE INSPECTOR.

6. CURB AND GUTTER SHOWN ON PLANS ALONG WALKER RD. AND SAGEWOOD DR. MAY BE ADJUSTED BASED

UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE

MODIFICATION BASED UPON FIELD CONDITIONS.

7. “AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES,

MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING

DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTYSUBDIVISION ORDINANCE.

8. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION

SYSTEMS MUST BE PROVIDED.

9. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE

OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED

R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.

10. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS

ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS

EASEMENTS (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.

11. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7

DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF

TRANSPORTATION (704-336-4025) OR VISIT

HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM

12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A

RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF

TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY

OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT (704) 336-3888.

13. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PORT OF THE DEVELOPMENT AND/ OR

STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE

SIDEWALK CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE

SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.

LAND DEVELOPMENT NOTES :

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1. REFER TO SHEET L-1 FOR ALL APPLICABLE SITE DATA

2. REFER TO SHEET L-13 FOR OVERALL C.O.S, NATURAL AREA, & TREESAVE BREAKDOWNS

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