2023-05-23_SAW-2019-00925_ASTER-RIDGE_NWP-29_VERIFICATION_FINAL-SIGNED.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00925 County:Durham U.S.G.S.Quad:NC-Northeast Durham
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: KB Homes
ATTN:Roman Acosta
Address: 4506 S.Miami Blvd.Ste.100
Durham,NC 27703
E-mail: racosta(&kbhome.com
Size(acres) —99.23 Nearest Town Durham
Nearest Waterway Goose Creek River Basin Neuse
USGS HUC 03020201 Coordinates 36.008248,-78.847943
Location description: The Aster Ridge residential subdivision proiect site is located at 2509 Cheek Road(three contiguous PINS
168334,168452,& 168453)along the north side of Cheek Road,approximately 1,200 feet west of the intersection with Junction
Road in Durham,Durham County,North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.023 acre
(208 LF)of stream channel and 0.016 acre of forested wetland and the temporary discharge of fill material into 0.001 acre(11
LF)of stream channel and 0.001 acre of forested wetland,necessary to construct access and infrastructure culverted road
crossing for the Aster Ridge residential subdivision.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 29.Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above-referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 3/1/2023, and the enclosed plans Aster Ridge Conservation Subdivision
Construction Drawings (Preliminary) dated 1/31/2023. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional
general permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to
commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits. If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps
of Engineers regulatory program,please contact Julia Tillery at 919.440.1951 or Julia.a.tillery(aa usace.army.mil.
Corps Regulatory Official: �• �(. !^y Date: 5/23/2023
Expiration Date of Verification: 3/14/2026

CESAW-RG (File Number, SAW-2019-00925)
SPECIAL CONDITIONS
Special condition 1 of 1:
1. Please note that future impacts and/or phases of the Aster Ridge residential subdivision
development, and related activities associated with Corps Action ID: SAW-2019-00925,
may be considered part of a single and complete project; these impacts may be
considered cumulative with impacts authorized during earlier phases with respect to
compensatory mitigation and Nationwide Permit thresholds. Current cumulative
impacts to waters of the US for the Aster Ridge residential single and complete project
include a total loss of 0.023 acre (208 LF) of stream channel and 0.016 acre of forested
wetland waters of the US.
Rationale: This condition was included to notify the permittee of our requirement to
approach multiple phases of a residential development as a single and complete project.

PIN: 0842-41 -92-4250 PIN: 0842-43-84-5553.D U R •
PID: 168334 PID: 168452 •
PIN: 0842-43-84-5553.R E D
PID: 168453
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CONSERVATION SUBDIVISION SITE •
CONSTRUCTION DRAWINGS y
DEVELOPER .
HORVATH
A S S O C I A T E S
KBHOMES .E CIVIL ENGINEERING LANDSCAPE ARCHITECTURE
`"°`E' ■ LAND PLANNING STORMWATER MANAGEMENT
THURM BOWEN oNao 16 CONSULTANT PLACE, SUITE 201
ASTER R D GE
4506 S. MIAMI BLVD., SUITE 100 FW PD 91 9A490N40990 RTHCF 90L14 0?89503
DURHAM, NC 27703 NORTH CAROLINA BOARD OF
EXAMINERS FOR ENGINEERS AND
[e-mail]
2509 CHEEK RD —T SURVEYORS LICENSE NO.:C-0676
■ www.horvathassociates.com
DURHAM , NORTH ,s� •
OWNER 1 168334( PID : ) •
VICINITY MAP
SHAFFER LEONARD B. TRUSTEE
NO SCALE ■
3532 FRIENDSHIP ROAD N • 1.1.1 Z
APEX, NC 27502
• 0 o0
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DEVELOPMENT SUMMARY: ()
OWNER 2 ( PID : 168452 & 168453)
SITE SUMMARY Y =
JOVEN GROUP FOUR PROJECT AREA: 1, 41,467SF (18.50 C) W
AREA OF DISTURBANCE: 1,241,460 SF (28.50 AC) w
EXISTING ZONING: RR ■ = O
PO BOX 1599 EXISTING USE: (VACANT UND FF) INDUSTRIAL,VACANT LAND ■ U z
PROPOSED USE: CONSERVATION SUBDIVISION C
APEX, NC 27502 WATERSHED PROTECTION OVERLAY: F/J-B 6 G
RIVER BASIN: NEUSE Ln
CITY LIMIT: PARTIAL INSIDE/OUTSIDE N (V =
TIER: SUBURBAN
DENSITY CALCULATION: 100.70 AC X 2.0=201 UNIT MAXIMUM
INDEX OF DRAWINGS : LOT SUMMARY Q
MAXIMUM BUILDING HEIGHT: 35' ■
ENGINEER/LAND PLANNER C000 COVER SHEET TOTAL LOTS: 201
COO SITE NOTES STREET YARD SETBACK: 8'
•
BUILDING SEPARATION: 10,
HORVATH ASSOCIATES, PA C002 EXISTING CONDITIONS REAR SETBACK (FROM PROJECT BOUNDARY): 25' •
C003 EXISTING CONDITIONS ■
PARKING SUMMARY
TIM SIVERS C004 EXISTING CONDITIONS TOWNHOME REQUIRED PARKING (2 PER UNIT): 402 SPACES •
C005 EXISTING CONDITIONS CBU (MAILBOX) REQUIRED PARKING: 8 SPACES
16 CONSULTANT PLACE, SUITE 201 TOTAL REQUIRED PARKING: 410 SPACES •
DURHAM, N.C. 27707 Coob EXISTING CONDITIONS RESIDENTIAL PARKING ■
C100 SITE PLAN COVER
TOWNHOME PARKING PROVIDED: 402 SPACES
P: [phone] C 101 ENLARGED SITE PLAN CBU (MAILBOX) PARKING PROVIDED: 8 SPACES • SHEET
F: [phone] C102 ENLARGED SITE PLAN ADDITIONAL VISITOR PARKING
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C 150 PHASING PLAN STANDARD PARKING PROVIDED (9'X 18') 16 SPACES •
[e-mail] C200 LANDSCAPE PLAN ACCESSIBLE HC PARKING PROVIDED 3 SPACES ■■■..,••
VAN ACCESSIBLE HC PARKING PROVIDED 3 SPACES • �.•`■�N CARP ••'.,
C201 ENLARGED LANDSCAPE PLAN TOTAL PARKING PROVIDED: 432 SPACES �..•'PE•q••�i
C202 ENLARGED LANDSCAPE PLAN ■ �°SAP Reyy
IMPERVIOUS SUMMARY :
C203 ENLARGED LANDSCAPE PLAN TOTAL AREA: 4,386,527SF (100.70AC) ■ :* �
C204 ENLARGED LANDSCAPE PLAN MAXIMUM ALLOWABLE IMPERVIOUS AREA: 3,070,569 SF (70.49 AC) (70.00%) _Iw C-200
EXISTING IMPERVIOUS AREA: 18,494 SF (0.43 AC) ■ .ems nit Q
C205 LANDSCAPE CALCULATIONS TOTAL PROPOSED IMPERVIOUS AREA: 524,768 SF (12.05 AC) (11.96%)* ��L �0• ¢�
SURVEYOR C300 UTILITY PLAN
*INCLUDES 20,000 SF RESERVE • '.�y :..
C301 ENLARGED UTILITY PLAN *INCLUDES 1,400 SF PER LOT �•'•.;��SSOC�
TRIANGLE SURVEYORS C302 ENLARGED UTILITY PLAN
TREE COVERAGE SUMMARY •••�■�■■��■'■'
REQUIRED TREE COVERAGE: 877,305 SF (20.14 AC) (20.00%) ��••�■■■■■■■•••••••
RON CARPENTER C303 STORM STRUCTURE/ PIPE TABLES PROPOSED TREE COVERAGE: 2,495,494SF (57.29AC) (56.89%) �.•'`��N CA RO�jro�'�
C310 ROAD 1 PLAN & PROFILE ,•`'�:''��P"�
3715 UNIVERSITY DR, DURHAM, NC 27707 c311 ROAD 1 PLAN & PROFILE OPEN SPACE SUMMARY ■ �M ��•;
REQUIRED OPEN SPACE AREA: 2,193,264 SF (50.35 AC) (50.00%)
P: [phone] C312 ROAD 2 PLAN & PROFILE PROPOSED OPEN SPACE AREA: 3,640,629 SF (83.58 AC) (83.00%) ■ •:T �w A0
F: 919 490-6165 C313 ROAD 3 PLAN & PROFILE ■ S.�R�JGr�"
( ) C314 ROAD 3 PLAN & PROFILE •`
[e-mail] C315 ROAD 4 PLAN & PROFILE • '•..oTNc'
C316 ROAD 5 PLAN & PROFILE • ••••�■"" ■���'
C317 ROAD 6 PLAN & PROFILE •
C318 ROAD 7 PLAN & PROFILE ■
C400 GRADING AND DRAINAGE PLAN •
C401 ENLARGED GRADING AND DRAINAGE PLAN
C402 ENLARGED GRADING AND DRAINAGE PLAN •
C450 WET DETENTION BASIN #1 PLAN & PROFILE •
C451 WET DETENTION BASIN #1 DETAILS ■
C452 WET DETENTION BASIN #2 PLAN & PROFILE •
C453 WET DETENTION BASIN #2 DETAILS
C600 SIGNAGE PLAN • JANUARY 31,2023
C601 ENLARGED SIGNAGE PLAN • 1 I PER CITY REVIEW I Ms
COMMENTS
C602 ELARGED SIGNAGE PLAN ■
C603 SIGNAGE DETAILS
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C700 CHEEK ROAD WIDENING PLAN
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C800 SITE DETAILS
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• CITY OF DURHAM
■ PUBLIC WORKS DEPARTMENT
• APPROVED
ENGINEERING DATE
■ STORM WATER DATE
• TRANSPORTATION DATE
■ 81 1 -CALL BEFORE YOU DIG
■ DRAWN BY: CHECKED BY:
• MS NA
• DATE
JANUARY 31 , 2023
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PROJECT NO.
■ 2159
■ SHEET NO.
• c000
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APPROVED SITE PLAN CASE 02200059
■ CONSTRUCTION DRAWINGS
(9)COPYRIGHT 2022 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

PIN: 0842-41 -92-4250 PIN: 0842-43-84-5553.D U R 0
PID: 168334 PID: 168452 0
PIN: 0842-43-84-5553.R E D 0
PID: 168453 ■
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THE FOLLOWING GENERAL CONDITIONS APPLY TO THE SITE: i
1. FOR SITES WITHOUT FLOODPLAIN:THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON FIRM PANEL 3720084200K EFFECTIVE DATE 10/19/2018. 14. TOWNHOME NOTE: 0
2. NCDWQ BUFFER AUTHORIZATION NOTE:BUFFER AUTHORIZATION BY THE NORTH CAROLINA DIVISION OF WATER QUALITY(NCDWQ)IS REQUIRED PRIOR TO CONSTRUCTION DRAWING APPROVAL. SITE PLAN CHANGES TOWNHOME DEVELOPMENTS MAY BE DESIGNED AND CONSTRUCTED WITH PARKING AREAS ON BOTH SIDES OF THE TRAVEL LANES.THIS CONFIGURATION IS NOT TO BE CONSIDERED A STREET.IF THIS OPTION IS USED,THE
OCCURRING AS A RESULT OF ALTERATIONS NEEDED TO RECEIVE BUFFER AUTHORIZATION MAY RESULT IN THE NEED FOR A SITE PLAN AMENDMENT OR A NEW SITE PLAN BASED ON THE SCOPE OF THE REQUIRED CHANGES. TRAVEL AND PARKING AREAS SHALL BE NOTED AS"PRIVATE ACCESS AND COMMON AREAS".AS SUCH,THE DEVELOPER SHALL ACKNOWLEDGE AND MAKE PROSPECTIVE BUYERS AWARE THAT THESE AREAS WILL NOT BE
IF A SITE PLAN AMENDMENT OR NEW SITE PLAN IS REQUIRED IT MUST BE APPROVED PRIOR TO CONSTRUCTION DRAWING APPROVAL. CONTACT THE DURHAM CITY-COUNTY PLANNING DEPARTMENT AT 919-560-4137 TO ASSIGNED A STREET NAME,NOR WILL THEY EVER BE ELIGIBLE FOR MAINTENANCE BY THE CITY OF DURHAM.THE DEVELOPER WILL ENSURE THAT ALL OF THE ACCESS AND COMMON AREA PROPERTY DESCRIBED IN THE
DETERMINE IF A SITE PLAN AMENDMENT OR A NEW SITE PLAN WILL BE REQUIRED. COVENANTS AND THAT THE HOME OWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THIS AREA.THE FOLLOWING NOTE SHALL BE ADDED TO ALL SITE PLANS AND PLATS ASSOCIATED WITH THE
DEVELOPMENT: THE DRIVING AND PARKING AREAS SHOWN ON THIS DRAWING NOTED AS"PRIVATE ACCESS AND COMMON AREAS"DO NOT MEET CITY OF DURHAM STREET STANDARDS.THE FEATURES WITHIN THIS AREA
3. STREAM BUFFERS:100 FOOT WIDE UNDISTURBED STREAM BUFFER,MEASURED FROM TOP OF BANK,EACH SIDE OF STREAM.NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE ARE PRIVATE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAINTENANCE.
OF EXISTING VEGETATION PERMITTED,EXCEPT IN ACCORDANCE WITH 15A NCAC 02B.233(6)VEGETATION MANAGEMENT.NO STRUCTURES OR FEATURES REQUIRING GRADING OR CONSTRUCTION MAY BE BUILT WITHIN ■
THE 10 FOOT STREAM BUFFER SETBACK.ANY USE ALLOWED BY SECTION 8.5.5 OF THE UDO SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO THE STREAM BUFFER AND TO MINIMIZE 15. UTILITY NOTES: A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF EACH UTILITY.ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION.
CLEARING,GRADING,EROSION AND WATER QUALITY DEGRADATION.(UDO SECTION 8.5). ■
4. FOR SITES CONTAINING WETLANDS:STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE NC DENR,NC DWQ,AND THE U.S.ARMY CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY 16. WATER SERVICE ABANDONMENT: ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION STOP,TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM CORPORATION STOP.THE
METER,IF PRESENT,SHALL BE RETURNED TO CITY OF DURHAM.PRIOR TO ANY CREDIT OR REFUND BEING PROCESSED THE METER MUST BE RETURNED TO WATER MANAGEMENT DEPARTMENT AND THE METER NUMBER 0
LAND DISTURBING ACTIVITIES IN OR NEAR A LAKE,STREAM,CREEK,TRIBUTARY,OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS(UDO SECTION 8.9) VERIFIED AND CODED PROPERLY AS RETURNED.UTILITY SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO BEGINNING UTILITY CONSTRUCTION WORK FOR A PROJECT.ANY EXCAVATION AS PART OF ABANDONING
5. WETLAND BUFFER NOTE:25 FOOT WIDE WETLAND BUFFER TO REMAIN IN NATURAL,UNDISTURBED VEGETATION. WETLAND BUFFERS MAY BE USED FOR PASSIVE RECREATIONAL ACTIVITIES,SUCH AS WALKING AND UTILITIES WILL REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS. ■ HORVATH
BICYCLING TRAILS,PROVIDED THAT SERVICE FACILITIES FOR SUCH ACTIVITIES,INCLUDING BUT NOT LIMITED TO PARKING,PICNICKING AND SANITARY FACILITIES,ARE LOCATED OUTSIDE OF THE WETLAND BUFFER.ANY USE
ALLOWED BY THIS SECTION SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO THE WETLAND BUFFER AND TO MINIMIZE CLEARING,GRADING,EROSION AND WATER QUALITY 17. SANITARY SEWER SERVICE ABANDONMENT: ABANDONMENT OF SANITARY SEWER SERVICE LINES SHALL CONSIST OF EXCAVATING DOWN TO THE SERVICE CONNECTION TO THE MAIN,CUTTING THIS CONNECTION AND
DEGRADATION.(UDO SECTIONS 8.9) INSTALLING A WATERTIGHT PLUG IN THE MAIN.THE SERVICE LINE AND ALL CLEAN-OUT RISERS ON THE SERVICE LINE SHALL BE REMOVED.UTILITY SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO BEGINNING UTILITY 0 A S S O C I A T E S
6. STREET EASEMENT NOTE:0 FOOT WIDE CITY OF DURHAM PUBLIC STREET EASEMENT,SUBJECT TO THE TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 2350,PAGE 938.NO STRUCTURES,FILLS,EMBANKMENTS OR CONSTRUCTION WORK FOR A PROJECT.ANY EXCAVATION AS PART OF ABANDONING UTILITIES WILL REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE
LAND PLANNING STORMWATER MANAGEMENT
OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
18. WATER,SANITARY SEWER AND STORM SEWER HORIZONTAL AND VERTICAL SEPARATION NOTES: 16 CONSULTANT PLACE, SUITE 201
7. LANDSCAPE MULCH:PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE A. SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.IN CASES WHERE IT IS NOT PRACTICAL TO 0 DURHAM, NORTH CAROLINA 27707
SECTION 46-87. MAINTAIN A 10-FOOT SEPARATION,THE CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS,IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER.SUCH DEVIATION ON MAY ALLOW THE P 9 1 9.490.4990 F 9 1 9.490.8953
INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN,PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER ■
8. LANDSCAPING/C.O.STANDARDS NOTE:ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.CONTACT DURHAM CITY COUNTY PLANNING DEPARTMENT SITE COMPLIANCE AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.
STAFF FOR INSPECTION. B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SANITARY SEWER IS OVER THE WATER MAIN,BOTH THE WATER MAIN AND SANITARY SEWER m NORTH CAROLINA BOARD OF
MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150-PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING. EXAMINERS FOR ENGINEERS AND
9. LANDSCAPE RE-INSPECTION FEE:EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE-INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY PLANNING C. A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM ■ SURVEYORS LICENSE NO.:C-0676
DEPARTMENT PRIOR TO RE-INSPECTION.
SEWER AND WATER MAINS.
10. STREET TREE NOTE FOR ALL PRELIMINARY AND FINAL PLATS WHERE TREES WILL BE PLANTED:STREET TREES MEETING THE REQUIREMENTS OF LIDO SECTION 9.6 SHALL BE PLANTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF 1.IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS(OR PRESSURE SEWERS).THE WATER MAIN SHALL BE ■ www.horvathassociates.com
COMPLIANCE,UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH THE REQUIREMENTS OF UDO SEC.9.1 1. CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING.
11. UNDISTURBED LANDSCAPE BUFFERS:50 FOOT WIDE UNDISTURBED LANDSCAPE BUFFER.NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED.
20. WATER,SANITARY SEWER AND STORM SEWER CROSSINGS NOTES:
12. CONSTRUCTION IN PRESERVED TREE COVERAGE AREAS(UDO SECTION 8.3): A. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER.THE
A. PRESERVED TREE COVERAGE AREAS SHALL NOT BE USED FOR ACTIVE RECREATIONAL PURPOSES,EXCEPT FOR WALKING PATHS AND FOOT TRAILS CONSTRUCTED WITH MINIMAL DISTURBANCE OF TREE ROOTS AND CROSSING SHALL BE ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
EXISTING VEGETATION PROVIDED A REGISTERED ARBORIST HAS CERTIFIED THAT THE CONSTRUCTION OF THE TRAIL HAS BEEN DESIGNED TO MINIMIZE IMPACT TO THE EXISTING TREES.NO TREE OVER 10 INCHES SHALL BE B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE,ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
REMOVED FOR THE CONSTRUCTION OF TRAILS.SITE PLAN APPROVAL IS REQUIRED FOR CONSTRUCTION OF TRAILS IN PRESERVED TREE COVERAGE AREAS. ■
B. ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGE OF ANY PRESERVED TREE COVERAGE AREA. 1.THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT 150-PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING,OR
C. UTILITY LINES AND DRAINAGE CHANNELS SHALL BE MINIMIZED WITHIN THE ROOT PROTECTION ZONES OF THE TREES TO BE SAVED. PREFERABLY,SUCH FACILITIES SHOULD BE LOCATED ADJACENT TO DRIVEWAYS AND IN 2.EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE,WHICH EXTENDS 10-FEET ON BOTH SIDES OF THE CROSSING,MEASURED PERPENDICULAR TO THE WATER ■
GROUPINGS ALLOWED BY SOUND ENGINEERING PRACTICES. MAIN.THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION.
13. TREE PROTECTION NOTE(UDO SEC.8.3):TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION,LAND DISTURBANCE,OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS . LJJ z_
21. WHERE STREETS TERMINATE(EXAMPLE PHASE LINES)THE FOLLOWING WILL BE INSTALLED:1)ASPHALT HEADER,2)RIPRAP OR CONCRETE APRON FOR STORM WATER TO DISSIPATE,3)UTILITIES TO EXTEND A MINIMUM OF 5-FEET J
POSTED IN BOTH ENGLISH AND SPANISH,AS FOLLOWS:"NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES." BEYOND THE EDGE OF PAVEMENT,4)NCDOT TYPE III BARRICADE. 0 0 0
14. ROOT PROTECTION ZONE(UDO SEC.8.3):EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES,OR SIX FOOT RADIUS,WHICHEVER IS GREATER.NO DISTURBANCE ALLOWED WITHIN THIS AREA. . 0
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AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS. STORMWATER SERVICE DIVISION NOTES: Q O Q
15. PROTECTION OF EXISTING VEGETATION(UDO SEC.8.3):AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL,A CLEAN,SHARP,VERTICAL CUT SHALL BE 1. AT A MINIMUM,THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE CITY OF DURHAM(CITY)REFERENCE GUIDE FOR 0 �/ U
MADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES ARE INSTALLED.THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF DEVELOPMENT(RGD)AND ANY LETTERS TO INDUSTRY(POSTED ON THE CITY'S WEBSITE)THAT ARE IN EFFECT THE DATE CONSTRUCTION DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE CITY. Ld_
THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE.NO STORAGE OF MATERIALS,FILL,OR EQUIPMENT AND NO 1= Y =
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. 2. FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S])REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS. FOR EACH SCM,AS 0 w /
16. FOR PROJECTS SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS: ADVISED THAT THE PROVISIONS OF APPENDIX II THE FEDERAL FAIR HOUSING REGULATIONS(ACCESSIBILITY GUIDELINES-24 R,CH.1,SUBCH.A,
APP II)EFFECTIVE MARCH 6,1991 ARE REQUIRED ON THIS PROJECT..I APPLICABLE,STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE,WHETHER ORIFICE, w 0T IS THE RESPONSIBILITY OF THE ER/DEVELOPER/BUILDEROWN TO COMPLY WITH THESE REGULATIONS.ALSO BE AWARE THAT THESESE WEIR,BARREL,OR OUTLET CONTROL,AS APPROPRIATE IS REQUIRED. HYDROCAD,HYDRAFLOW HYDROGRAPHS,AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS WHICH REQUIREMENTS ARE INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY. � = O
BEYOND THE SCOPE OF VOLUME I-C(HANDICAP ACCESSIBILITY)OF THE NC STATE BUILDING CODE AND AS SUCH THE BURDEN OF COMPLIANCE IS BORNE BY THE OWNER/DEVELOPER/BUILDER.17. TRANSPORTATION FACILITY PERMIT:CONSTRUCTION OF A PROPOSED PARKING FACILITY,OR MODIFICATION TO AN EXISTING FACILITY,THAT MEETS OR EXCEEDS THE FOLLOWING THRESHOLDS MAY REQUIRE A 3. STORMWATER CONTROL MEASURE(S) (SCM[s])PERMIT FEE(S)AND A PAYMENT INTO THE STORMWATER REPLACEMENT FUND ARE REQUIRED FOR ALL SCM(S)ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE W 0 z
TRANSPORTATION FACILITY PERMIT FROM NCDENR,DIVISION OF AIR QUALITY,PRIOR TO THE START OF CONSTRUCTION:1500 SPACES FOR SURFACE PARKING LOTS;750 SPACES FOR PARKING STRUCTURES,SUCH AS DECKS DEVELOPMENT IS NOT ALLOWED TO COMMENCE UNTIL THESE ITMES ARE PROVIDED IN ACCORDANCE WITH CITY STORMWATER STANDARDS OR IN ACCORDANCE WITH WRITTEN POLICY.THE DESIGNER SHALL SUBMIT A ■ m
OR GARAGES;OR 1000 SPACES FOR A COMBINATION OF SURFACE PARKING LOTS AND PARKING STRUCTURES.CONTACT NC DIVISION OF AIR QUALITY FOR MORE INFORMATION. SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE DEVELOPMENT PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS.
18. LIDO SITE LIGHTING NOTE(UDO SEC.7.4):MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON 4. AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]),PROVIDED BY THE BMP VERTIFYING ENGINEER(BCE),IS REQUIRED.THE AS-BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE ■ (n N =
THE SITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE.IN ACCORDANCE WITH THESE STANDARDS: ■ Ld_
A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT CANDLES. WITH THE CITY OF DURHAM BCE PROGRAM,REFER TO SECTION 8.6,BMP CERTIFYING ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM,OF THE REFERENCE GUIDE FOR DEVELOPMENT.THE SCM �/
AS-BUILT CERTIFICATION(S)SHALL BE APPROVED BY THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINAL CERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT,WITH THE
B. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES. ■
C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS NONRESIDENTIAL
FOOT CANDLES. EXCEPTION OF WHEN AN APPROPRIATE CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT.WITH THIS PROVIDED CONSTRUCTION SECURITY,CERTIFICATES OF
< D
5.0
D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION 7.4 WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT OCCUPANCY/COMPLIANCE CAN BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS. 0
■
WITHIN THE LIGHTED AREA.
E. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES(FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND)SHALL BE 30 FEET 5. STORMWATER CONTROL MEASURE(S) (SCM[S])DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH THE SITE PLAN SUBMITTAL.ALL SCM DESIGNS WILL BE REVIEWED AND APPROVED DURING THE
ABOVE GRADE,MEASURED TO THE TOP OF THE FIXTURE. CONSTRUCTION DRAWIN SUBMITTAL PROCESS.IF,AT THE TIME OF CONSTRUCTION DRAWIN SUBMITTAL,IT IS FOUND THAT THE PROPOSED SCM(S)IS UNDERSIZED,NOT PROPERLY ACESSIBLE,OR OTHERWISE INSUFFICIENT OR
F. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES,WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND,SHALL BE 15 UNSUITABLE FOR THE SITE,IT IS THE RESPONSIBILITY OF THE APPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTS ARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF
FEET ABOVE GRADE,MEASURED TO THE TOP OF THE FIXTURE. THE ORIGINALLY PROPOSED SCM(S)ARE FOUND INSUFFICIENT,NOT PROPERLY ACCESSIBLE,OR UNSUITABLE AND ALTERNATIVE SCM(S)WITH ASSOCIATED EASEMENTS REQUIRED.
G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY(BY USE OF PHOTOMETRIC SURVEY)PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED. ALL OF THIS INFORMATION,INCLUDING DETAILS,WILL BE
REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT. 6. THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY STORMWATER CONTROL MEASURE
19. SANITARY SEWER EASEMENTS: (SCM).IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND EROSION CONTROL(S&EC)DEVICE,TO BE CONVERTED TO A PERMANENT SCM AT A LATER TIME,THE PRECONSTRUCTION MEETING SHOULD ■
CITY:SEE PUBLIC WORKS STANDARD NOTES,BELOW. BE SCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE.CALL 919-560-4326 EXT.30238 TO SCHEDULE THE REQUIRED MEETING A MINIMUM OF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IA IN
ADDITION TO OTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING INSPECTIONS,ETC. ■
20. CITY STORM DRAINAGE EASEMENTS:SEE PUBLIC WORKS STANDARD NOTES,BELOW. . SITE NOTES
7. TO RECEIVE CONSTRUCTION DRAWING APPROVAL FOR SINGLE FAMILY DETACHED,TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKS AND/OR THE NCEEP,THE
21. FOR RESIDENTIAL DEVELOPMENTS USING CURBSIDE COLLECTION:AN AUTOMATED SOLID WASTE COLLECTION VEHICLE HAS AN 18-FOOT WHEELBASE AND A TURNING RADIUS OF 45 FEET WALL-TO-WALL AND 43 FEET APPROVAL OF THE CONSTRUCTION DRAWINGS IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS.IF A REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS SITE,THE REVISED SITE PLAN/PRELIMINARY
CURB-TO-CURB.THE DEPARTMENT OF SOLID WASTE MANAGEMENT RESERVES THE RIGHT TO MODIFY COLLECTION OF GARBAGE AND RECYCLABLES FOR ANY ROADWAY OR CUL-DE-SAC NOT CONSTRUCTED TO PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION.PRIOR TO THE APPROVAL OF ANY CONSTRUCTION DRAWINGS OR PRIOR TO THE RELEASE OF ■
ACCOMMODATE THOSE SPECIFICATIONS. ANY BUILDING PERMITS PERTAINING TO THIS DEVELOPMENT,WHICHEVER COMES FIRST,A LETTER/RECEIPT SHOWING THE PURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THE NUTRIENT BANK
LEDGER IF APPLICABLE,SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL DEDUCTIONS,IS TO BE PROVIDED TO THE STORMWATER DEVELOPMENT REVIEW SECTION. HOWEVER,IF INSUFFICIENT ■
22. FIRE NOTES: CREDITS ARE AVAILABLE FROM NUTRIENT BANKS AND NCEEP WILL NOT ACCEPT PAYMENT,THEN THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN/PRELIMINARY PLAT BACK TO THE DURHAM CITY-COUNTY PLANNING
A. TEMPORARY OR PERMANENT ROADWAYS OF ALL-WEATHER DRIVING SURFACE,CAPABLE OF SUPPORTING A 75,000 POUND VEHICLE WEIGHT,SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF BUILDING DEPARTMENT AND SHALL COMPLY WITH THE CURRENT STORMWATER PERFORMANCE STANDARDS IN PLACE AT THE TIME OF REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSIONS. ■
IVITIES.THESE ROADWAYS SHALL BE EXTENDED WITH THE PROGRESS OF CONSTRUCTION SO THAT:
CONSTRUCTION1. ALL POINTSAROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 150 FEET TRAVEL DISTANCE FROM A ROADWAY, ♦♦'-* \' •,CARo��"
2. FIRE DEPARTMENT CONNECTIONS(FDC),EITHER TEMPORARY OR PERMANENT,ARE NO GREATER THAN 100 FEET TRAVEL DISTANCE FROM A ROADWAY. 8. CENTERLINE OF VARIABLE WIDTH PUBLIC STORMWATER DRAINAGE EASEMENT.OWNERSHIP OF AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT REMAINS WITH • ♦♦♦ , •.........
Pp E•q••`7 ��i
B. TEMPORARY WEATHER-RESISTANT STREET SIGNS OF STANDARD SIZE AND LETTERING SHALL BE PROVIDED AT THE INTERSECTIONS OF TEMPORARY OR PERMANENT ROADWAYS AND SHALL REMAIN IN PLACE UNTIL THE CURRENT OWNER.IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY,THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN THE"REVISED ••• �;SSG RC4 .. .ice
REPLACED BY PERMANENT SIGNS. DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS"RECORDED IN REAL ESTATE BOOK 2298,PAGE 208,WHICH DOCUMENT IS INCORPORATED 0 ' vQ# ,.� L
ft C. FIRE HYDRANTS,AS SHOWN ON THE APPROVED SITE PLAN,SHALL BE PLACED IN SERVICE AND MADE AVAILABLE TO THE FIRE DEPARTMENT AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE.NO CONSTRUCTION HEREIN.THIS EASEMENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE.NO BUILDING,STRUCTURES,FILLS,EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE ?*_*Q ..*w
FENCING OR OTHER BARRIERS ARE TO BE PLACED BETWEEN THE ROADWAY AND THE HYDRANTS,WITH MINIMUM 3 FEET WORKING CLEARANCE AROUND HYDRANTS.HYDRANT SERVICE SHALL BE EXTENDED WITH THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. 0 •w
A
c.
PROGRESS OF CONSTRUCTION SO THAT: : _
W• C'.-200 M.
1. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 500 FEET TRAVEL DISTANCE FROM A HYDRANT ■ .Q
9. QtTATION
OT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF STREAM,MEASURED FROM TOP OF BANK.NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING •� .� n:Q'ft
2. FIRE DEPARTMENT CONNECTIONS(FDC),EITHER TEMPORARY OR PERMANENT,ARE NO GREATER THAN 50 FEET TRAVEL DISTANCE FROM A HYDRANT. PERMITTED. /__*.D�> -S0.. ••
D. PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS,SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES.PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) 0 �i : ••�•��• :'l�5♦♦•
MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANTS. 10. ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE,INCLUDING FILL,NEW CONSTRUCTION,SUBSTANTIAL IMPROVEMENTS,MANUFACTURED HOUSING,STORAGE OF MATERIALS AND STORAGE OF TOXIC ■ .1"
* :::O '.40
♦♦♦
23. FOR COUNTY SOIL AND EROSION CONTROL: OR FLAMMABLE SUBSTANCES,IS PROHIBITED EXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS.
A. IF MORE THAN 12,000 SQ.FT.IS DISTURBED A LAND-DISTURBING PERMIT WILL BE
RED
R TO THE COMMENCEMENT OF ANY
ISTURBING
B. IF MORE THAN 20,000 SQ.FT.S DISTURBED,A SEDIMENTATION ND EROSION CONNTRIOL PLAN OMUSST BE SUBMITTED AND APPROVED PRIOR DTO THE ISSUANCE OF A LAND-DISTURBANCE PERMIT. ■ ♦♦♦♦♦♦\A CAR� **-
11. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE U.S.CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES IN OR NEAR A LAKE,STREAM, ♦ �•��
C. TREE PROTECTION FENCE IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT,TREE PROTECTION FENCE CERTIFICATION MUST BE SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION,AND TREE . ♦♦ �w' s
��
CREEK,TRIBUTARY OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS. • .
PROTECTION INSPECTION COMPLETED PRIOR TO LAND-DISTURBANCE PERMIT ISSUANCE. ••• 1•• `�
D. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED,THE DISTURBED AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED. • � 9�
E. IF THE DISTURBED AREA EXCEEDS FIVE ACRES,AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND-DISTURBING PERMIT ISSUANCE. SPECIAL CONDITIONS OF APPROVAL: ■ O m� 0
y •�
• -••
24. THE WORK TAKING PLACE RELATED TO THE CHANGES IN THIS SITE PLAN WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES(ANSI 117.1-2009 AND CHAPTER 1 1 OF THE NCBC)UNLESS AND � ;.
EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER,SURVEYOR OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPY OF THE SITE IS EXTREME AND ONLY ALTERNATE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY c t) 1.;-
METHODS OF COMPLIANCE ARE POSSIBLE. 1. CONSTRUCT AN EXCLUSIVE EASTBOUND LEFT-TURN LANE ON CHEEK ROAD AT ROAD 1 WITH ADEQUATE STORAGE AND TAPERS. ' �J1� �5♦•:•
25. NEIGHBORHOOD MEETING WAS HELD FROM 6:00 PM-8:00 PM ON WEDNESDAY FEBRUARY 9TH VIRTUALLY BY HORVATH ASSOCIATES,P.A. m • "� .•'•••....•• �• �. ♦♦
2. A MINIMUM OF 5 FEET OF ADDITIONAL ASPHALT(IN ADDITION TO THE PROPOSED ROADWAY IMPROVEMENTS)WILL BE PROVIDED FOR THE FULL FRONTAGE OF THE SITE ALONG THE NORTH SIDE OF CHEEK ROAD.THE 0 •*..0�:;,- 0♦♦♦♦
26. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN,THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO ADDITIONAL ASPHALT WIDENING WILL BE PROVIDED FOR A BICYCLE LANE.
FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES.THIS INCLUDES(WHERE APPROPRIATE)BUT IS NOT LIMITED TO:ADEQUATE TRANSITION TAPERS,
ALIGNMENT OF LANES THROUGH INTERSECTIONS,ASSOCIATED SIGNAL MODIFICATIONS,PAVEMENT MARKINGS,ASSOCIATED SIGNAGE,CURB AND GUTTER,COORDINATION WITH OTHER PROPOSED ROADWAY ■
IMPROVEMENTS AND BIKE LANES.THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY 3. AN APPROVED AND EXECUTED DUKE ENERGY STREET LIGHT SERVICE AGREEMENT MUST BE PROVIDED TO THE CITY OF DURHAM.FOR ADDITIONAL DETAILS CONCERNING LIGHTING REQUIREMENTS AND DESIGN PROCESS,
REQUIRED SIDEWALK CONSTRUCTION. CONTACT THE CITY DEPARTMENT OF TRANSPORTATION(TERRY THOMPSON AT 919-560-4366). m
27. THE DEVELOPER IS RESPONSIBLE FOR FABRICATION AND INSTALLATION OF ALL REQUIRED SIGNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY.THE DEVELOPER SHALL SUBMIT A SIGNING AND MARKINGS 4. PRIOR TO THE ISSUANCE OF THE 91 ST CERTIFICATE OF OCCUPANCY IN THE AREA NORTH OF THE STREAM(PHASE 3),CONSTRUCT FAUCETTE AVENUE TO CITY OF DURHAM STANDARDS FROM THE WESTERN PROPERTY LINE m
PLAN TO THE CITY AT CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL.ALL SIGNS AND PAVEMENT MARKINGS,SHOWN ON THE CONSTRUCTION PLANS,MUST BE IN PLACE PRIOR TO THE ISSUANCE OF ANY TO LOGAN STREET.
CERTIFICATE OF OCCUPANCY AND/OR STREET ACCEPTANCE,AS DETERMINED BY THE CITY. ■
PRIOR TO ISSUANCE OF THE 91ST CERTIFICATE OF OCCUPANCY IN THE AREA NORTH OF STREAM(PHASE 3) m
PUBLIC WORKS CONDITIONS OF APPROVAL: 5. CONSTRUCT FAUCETTE AVENUE TO CITY OF DURHAM STANDARDS FROM THE WESTERN PROPERTY LINE TO LOGAN STREET
l. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA-AS REQUIRED)SHALL SUBMIT THREE(3)SETS OF CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS DEPARTMENT-DEVELOPMENT REVIEW FOR REVIEW AND 0
APPROVAL.CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION(SEE CONSTRUCTION PLAN APPROVAL PROCESS).THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE PRIOR TO ISSUANCE OF A BUILDING PERMIT m
FROM SITE PLAN APPROVAL.CITY OFFICIALS SHALL REVIEW ALL SIZES,MATERIALS,SLOPES,LOCATIONS,EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES,SANITARY SEWER LINES AND STORM 6. DEDICATE A PUBLIC ACCESS EASEMENT FOR ALL SIDEWALK LOCATED OUTSIDE OF THE RIGHT-OF-WAY AT THE PARKING BAYS ALONG ROADS 2,5,AND 7 PER PHASE.A COPY OF THE RECORDED PLAT MUST BE SUBMITTED
DRAINAGE CONVEYANCE SYSTEMS) FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS,SPECIFICATIONS,AND BEST MANAGEMENT PRACTICES. WITH THE FIRST BUILDING PERMIT APPLICATION WITHIN EACH PHASE. m
2. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA-AS REQUIRED)SHALL SUBMIT ONE(1)SET OF AS-BUILT DRAWINGS TO THE PUBLIC WORKS DEPARTMENT-DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL. JANUARY 31,2023
AS-BUILT DRAWING APPROVAL IS REQUIRED PRIOR TO WATER METER INSTALLATION AND/OR SANITARY SEWER SERVICE CONNECTION AND PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 7. DEDICATE AN ADDITIONAL 10 FEET OF RIGHT-OF-WAY ALONG THE FRONTAGE OF THE SITE ON CHEEK ROAD PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT.A COPY OF THE RECORDED PLAT MUST BE SUBMITTED. m 1 I PER CITY REVIEW I MS
3. ALL PERMITTED AND INSTALLED STORM AND SANITARY SEWER LINES SHALL REQUIRE ASBUILT VIDEO INSPECTION AND ENGINEER CERTIFICATION PRIOR TO INFRASTRUCTURE ACCEPTANCE BY THE CITY OF DURHAM. - COMMENTS
4. FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE CONSTRUCTION DRAWING APPROVAL PROCESS.TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA,COMPLETE THE ONLINE ■
APPLICATION(HTTP://DURHAMNC.GOV/ICH/OP/PWD/PAGES/FIRE-FLOW.ASPX). 8. RECORD A RECOMBINATION PLAT.A COPY OF THE RECORDED PLAT MUST BE SUBMITTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. I
5. IF A METER 2"OR LARGER IS PROPOSED,CONTACT WATER MANAGEMENT AT 560-4381 PRIOR TO THE CONSTRUCTION OF THE METER VAULT TO VERIFY THE TYPE AND DIMENSIONS OF THE METER. m
6. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING WATER MAIN INSTALLATION. THE FOLLOWING MUST BE DONE AT THE TIME OF FINAL PLAT: m
7. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY SEWER MAIN INSTALLATION.
8. SEWER PERMIT FROM DURHAM COUNTY REQUIRED.CONTACT DURHAM COUNTY UTILITY DIVISION AT 560-7993. 9. THE"COMMON ELEMENTS"AND/OR"OPEN SPACES"ARE EXPRESSLY DEDICATED HEREBY FOR THE USE AND ENJOYMENT OF THE HOMEOWNERS IN [ENTER NAME OF DEVELOPMENT]AND ARE TO BE CONVEYED BY[ENTER m
OWNER NAME]TO[ENTER HOMEOWNER ASSOCIATION NAME],AS MORE FULLY PROVIDED IN THE DECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS APPLICABLE TO[ENTER NAME OF DEVELOPMENT]
9. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED. DATED AND RECORDED IN BOOK,PAGES,IN THE DURHAM COUNTY REGISTRY,AS AMENDED,FOR THIS AND FUTURE SECTIONS AND MAPS,SAID DECLARATION BEING HEREBY INCORPORATED AND MADE A PART OF THIS
PLAT. m
10. SANITARY SEWER EASEMENT NOTE: CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT.SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510,PAGE 958.NO STRUCTURES, ■ I I
FILL,EMBANKMENTS,TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
11. SIDEWALK NOTE: THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC.A CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION.AFTER OBTAINING
CITY OF DURHAM
THE REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR A PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE ■ PUBLIC WORKS DEPARTMENT
PROPOSED SIDEWALK.
APPROVED
0
12. PUBLIC ACCESS EASEMENT FOR SIDEWALK NOTE: ENGINEERING DATE
CERTIFICATION OF EXPRESS DEDICATION FOR PUBLIC USE ■ STORM WATER DATE
[DESCRIPTION OF THE SIDEWALKS TO BE DEDICATED INSERTED HERE] ("SIDEWALKS")ARE EXPRESSLY DEDICATED TO USE BY THE GENERAL PUBLIC.UPON CONSTRUCTION OF THE SIDEWALKS IN CONFORMANCE WITH ALL ■ TRANSPORTATION DATE
APPLICABLE REQUIREMENTS,CITY COUNCIL MAY ACCEPT THE SIDEWALKS FOR MAINTENANCE BY THE CITY OF DURHAM("CITY").ACCEPTANCE OF THE SIDEWALKS BY CITY COUNCIL CONVEYS THE RIGHT IN,OVER,UNDER,
AND THROUGH THE SIDEWALKS,NECESSARY FOR THE CITY AND ITS AGENTS AND CONTRACTORS,TO MAINTAIN AND REPAIR THE SIDEWALKS IN THE CITY'S SOLE DISCRETION.THE RIGHT OF INGRESS/EGRESS TO THE ■ 811 -CALL BEFORE YOU DIG
SIDEWALKS FROM THE PUBLIC RIGHT OF WAY IS ALSO GRANTED TO THE CITY SO THE CITY CAN MAINTAIN AND REPAIR THE SIDEWALKS AFTER ACCEPTANCE.THE CITY IN ITS SOLE DISCRETION HAS THE RIGHT TO DETERMINE
THE POINTS OF INGRESS AND EGRESS FROM THE PUBLIC RIGHT OF WAY NECESSARY TO PERFORM MAINTENANCE OR REPAIR AFTER ACCEPTANCE. ■ DRAWN BY: CHECKED BY:
13. DRIVEWAY PERMIT NOTES: 0 MS NA
A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION ON PUBLIC RIGHT-OF-WAY.SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVAL TO CITY ENGINEERING DEVELOPMENT REVIEW. DATE
AFTER OBTAINING THE PERMIT,PLEASE CALL CITY OF DURHAM ENGINEERING INSPECTION OFFICE AT 560-4326 PRIOR TO START OF CONSTRUCTION. 0
.JANUARY 31 , 2023
■
NCDOT DRIVEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION.CONTACT NCDOT AT 220-4750 FOR REQUIREMENTS. PROJECT NO.
■ 2159
■ SHEET NO.
■
cool
■
■ CONSTRUCTION DRAWINGS
©COPYRIGHT 2022 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES,P.A.ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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JI(,'-� ti\_��J \ l ( Iq \� I / I / / . r i f �i ///// // / - \ \\ \ \ MAXIMUM BUILDING HEIGHT: 35'
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/ i - r��J //////// / // /- " - \ \� \ I COMMENTS
/ 4i 4-I G_�- _ r �r _ J((�\ � _ ( l )`I / \\ / l / //� /` --\ \ '�` TOTAL LOTS: 201
/ /� \\� /l/ `_ h/ �' -7--- U \ -f WL` z J _ �> ���-emu I III/ / �L .R / iC / / i ( ` I I (( '/ ( c ( / 1 ( / -1 c / ( \1 J ) ( t J ( (' I ( r/,/ - / ( r l) / - \\\\ \\` \ \\
��- L ( I \ \/ 1 / ..- /I ((/( ///- r--- \\ '\ \ \\ \ STREET YARD SETBACK: 8'
// /�\ 1 -�\\\ ,'Y., , , f-- NIL -- ( -- � 37" ( \ 1 \ 11 ( / /\/ I)I / f'r'1\\` ( ( ( ) ( ( ( `\ ` Z \ \ ` \\\I( L' \( ( �^-JJ /l/ v"I /////�-/' \\ \\ \ \\\ \ \ \ BUILDING SEPARATION: 10, ■
/ / \ (f(� / �- y \\\\IIII( I\ ` ') r - / /� .�`J I / - _ WL ( -\- L N- ) I , �?-) / ( / \���III \ ) � ( 1 ) ( \\\ \ \` 1 l\\ \\\\ 1�.� �/ ////// J-- \ \\\\ \ ) \\ \1 \\ REAR SETBACK (FROM PROJECT BOUNDARY): 25' ■ I I
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L,r - / 1 ^^ / I ) ) \ \\ \ PARKING SUMMARY ■
/ / (� )\ L - L II ) ( I / r. ) l I ` ( \ '�- ) / �/1 \\ / \ .� ~ \ I I ) ) J I// / /// //� \\ \ \\ ) TOWNHOME REQUIRED PARKING (2 PER UNIT): 402 SPACES
III J - I / \ , I I \ \ I ( ( / / \ \ )l! �Il l \ I 5 I I /\ 1 / /i // / \ 1\ - / \
Nib /.//�\✓ / _�1_ T - - % /( 1 f �I�/T _ III „I ' � \ I )I/ (J I \ \ -I�\ Il I J I 1 I \ 1 I I� L_ \ �\\\1 I I (I \ (_ � - v / > / / J \ ( ( I (< \ \ \ )1 J(Jl/ //V�/l // �1 S f j j///(i / - \\ \ \ )I r \J CBU (MAILBOX) REQUIRED PARKING: 8 SPACES ■ I I
/ �/ / i ( ( / /- / (�' 1 \ �' I \ J / 1 \ \ \ �� � - - ��\ ( JII \ l - ,vr \\ \ � 1 1 II f / / // i-,/ // / ,- \\\> ��) /�/� I / / II( / , I �, 11 I I 191 -.I 1 ) ) S l/ I Il ` ` I I ) I l 1 \I III I \ 1 / / /f \ \ I �. ^///�/ // - \\\ \ \\l l`,/ \l ( ) TOTAL REQUIRED PARKING: 410 SPACES
� \ �(lj( ////%��� ) I.,III/ Il/ ( / 1 1 J. I� I �' I 1 II/ I I `- \ I I \ I \ i...'_ r I � �'-I I \1 \ r - - - I ) \ \ I J / / /� �/ // -/�/ �\ \ 1 \_�\ ■
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� \��. //, / J I I I IJ lL I / )f N I ( /\(/\ I \ \ � \ I I J / ) ) r ( I )Ill S I Iu�) 1 1 \ \ ` - ti/ ) -�-� //// / / 1( ( / J///// / i \ \ I 1 / \ TOWNHOME PARKING PROVIDED: 402 SPACES
\\\�= 1 / ( / ) ( r` IVL / 'I� J'� )1 q ( 1 n \ 1 / S )- \ �f / (I \ L v t ti // / J /// // / / - \ I I \`S ( ( J �� CBU (MAILBOX) PARKING PROVIDED: 8 SPACES
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\ \ L \ \ \ \ I I \ \\ , .� / /L- . i- � Jl 1�\ \ /\ 1 III I / 1 /l1 / \ // �\�\ \ '` 1� -/ //� /ram% //%//%/( � / / / \\\\\ \\ l \\ CITY OF DURHAM
\\ Z \\\\-�\ i\ \ \ r \ J (`\ \\`� ) / ' J L \ -�\( L ) \ I \ I^ \ ` ` \ / ) I )I I 1 / / ((/ ` " J \ 1 \ \ �\ / / / ) S .�/ / ( ) / / r/ / \\ \ \'I 1 \ \ ADDITIONAL VISITOR PARKING
N \ -- "C� �-+ 1 / s S ` \ \ / 1\ \ \ / ■ PUBLIC WORKS DEPARTMENT
\\ \ ✓ \\\ \ T \ ( I \ \\` r 1 l\ ;I i+ I \ \ \ \ \ S J I ( / )l \ l I / J �� ( 1 ��/`i-�� \ I ( ( \ I l ( f /( ///// ( \ `L \ �, � (I (J((/ //r,// // / 1 \ ( 1 // 1 STANDARD PARKING PROVIDED (9'X 18') 16 SPACES
\ c \\ I \ / " / - \ \ - ., ) \ �\ \ , ) / // / ^-/ \ I l I I ll 11 / / //^ \ ACCESSIBLE HC PARKING PROVIDED 3 SPACES APPROVED
\\ \ \ Ir- 1 / I 1111 J \\/ r f �\ ' \ \ -.\� 1 \ / J ) / � ) V 1 1 ( / 1 /Jib ^ \\ \\ \ \ \ ) �/ I l ����-, \- �,��\\ J I�(II Il/ / / -� ) 1\ // ■
\\ -- \ )1\ \ \ \ - , �))\ I J ) --, k \ f I \ \ \ I - \ ' \ ti ` --�\\ _ ) ) ) I I I \ // - \\ VAN ACCESSIBLE HC PARKING PROVIDED 3 SPACES ENGINEERING DATE
- 1 1 J / / 1 \ / _\t. \ > t ( I \\� t\ r \ \ \ \ \ 1 ` \\\\ - \1 l /rr / r C / / ► I ) I /
\��\\ \ \\ / ( ^ i\\ \ / �� ) r= �l \/ \ I \\ I t ^�11 h11 -= _ 1 / I I I ( - ,f I I \ `\ \ ( SJ ✓\ ` )� I( (( (//( S I \ \� 1// - \ TOTAL PARKING PROVIDED: 432 SPACES • STORM WATER DATE
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l� \7\\ \ ` 1 ( I\�~ " '' ^ > ( \ / \ \ \ - LLB 1 - �' I ` I I J I I,!'� ( l \ v - ~ ` \ TRANSPORTATION DATE
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\ \ 164 1 I / (-.,,_ / ` r I 1 �/ ) / /� �-\\ \� TOTAL AREA: 4,386,527 SF (100.70 AC)
- \ \� \)\ \ \yam \ l / J I 1 / s ( y I I IN 2j\ t ✓ r.L _ \ � ,---` \ 1\ Y J- _�= / \ \ \rt \C / \ \ \ MAXIMUM ALLOWABLE IMPERVIOUS AREA: 3,070,569 SF(70.49 AC) (70.00%) ■ 811 -CALL BEFORE YOU DIG
_ (-T-\�EXISTING CONDITIONS EXISTING IMPERVIOUS AREA: 18,494 SF (0.43 AC)
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\--�\\ \ \\\\ //// / // `\ \\� TOTAL PROPOSED IMPERVIOUS AREA: 524,768 SF(12.05 AC) (11.96%)*
/ \ v\f \ \ \ / ( I 1 \ �. - / ( � / *INCLUDES 20,000 SF RESERVE MS NA
/ \ / ` \ \} \\ \ \ \ v/ ,_-/-� 1(� �� `) \ I �/)( a \\ � - rJ\ � \ � -� _ \1 / - � �- l \\ \ \\\ �J� �L � J-� \1 \ C002 SCALE: 1"= 200' * ■
INCLUDES 1,400 SF PER LOT
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\ \ c \�, r J l� T I \ J �(-1� Q \ l i \ / 1 (�� REQUIRED TREE COVERAGE: 877,305 SF (20.14 AC) (20.00%) ■
-- / /I ����. \ )\ \�\ \\\ - -- I ( \z r ^ � � - 4- -, / \ \ I '\ I \ \ �J / 1 I / ( , PROPOSED TREE COVERAGE: 2,495,494 SF (57.29 AC) (56.89%) PROJECT NO.
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\ �� \ \\��� /� -�=y- \ �J � - \ ( 1 ) \ (` / �j��;l \ \\ LEGEND (EXISTING CONDITIONS) ■ 2159
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\ - s C \lex \ • \ - Z�`� � ` _ - - - - J (� \ 11\ \ ( ` \ `��� -' \ \L _ REQUIRED OPEN SPACE AREA: 2,193,264 SF (50.35 AC) (50.00%) ■ SHEET NO.
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