20190810 Ver 1_42811-333-C0.0-Impact Maps Final_20190823

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HOOVER ROAD PARK
632 N HOOVER ROAD
DURHAM, NORTH CAROLINA
PROJECT TEAM
Developer
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
DURHAM, NC 27704
[phone]
Civil Engineer/ Landscape Architecture
TIMMONS GROUP
5410 TRINITY ROAD
RALEIGH, NC 27607
[phone]
'meek Rd
W ELLONS
VILLAGE
79
Wheels Fun Park
LEGEND
Architect
DTW ARCHITECTS & PLANNERS, LTD
229 NORTH GREGSON STREET
DURHAM, NC 27701
[phone]
MILAN VYUUUb
MERRI,`"
M OORE
PROJECT
SITE
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Sheet List Table
Sheet
Number
Sheet Title
C0.0
COVER SHEET
C0.01
COVER SHEET
C0.1
KEY PLAN
C0.2
PRE -DEVELOPMENT STORMWATER COMPLIANCE PLAN
C0.3
POST -DEVELOPMENT STORMWATER COMPLIANCE PLAN
C1.0
EXISTING CONDITIONS & DEMOLITON PLAN
C1.1
EXISTING CONDITIONS & DEMOLITON PLAN
C3.0
SITE & UTILITY PLAN
C3.1
SITE & UTILITY PLAN
C3.2
ROADWAY IMPROVEMENT PLAN
C4.0
GRADING & DRAINAGE PLAN
C4.1
GRADING & DRAINAGE PLAN
C4.2
GRADING & DRAINAGE PLAN
C5.0
NOTES & DETAILS
C5.1
NOTES & DETAILS
C5.2
NOTES & DETAILS
C5.3
NOTES & DETAILS
C5.4
NOTES & DETAILS
C5.5
NOTES & DETAILS
C5.6
NOTES & DETAILS
C5.7
NOTES & DETAILS
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE PLAN
L1.2
LANDSCAPE DETAILS
E1.0
PROJECT SUMMARY
E1.1
ILLUMINATION SUMMARY
E1.2
ILLUMINATION SUMMARY
E1.3
ILLUMINATION SUMMARY
E1.4
ILLUMINATION SUMMARY
E1.5
ILLUMINATION SUMMARY
E1.6
EQUIPMENT LAYOUT
E1.7
LIGHTING PLAN
E1.8
LIGHTING PLAN
L_
HOOVER ROAD PARK
632 N HOOVER ROAD
DURHAM, NORTH CAROLINA
PROJECT TEAM
Developer
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
DURHAM, NC 27704
[phone]
Civil Engineer/ Landscape Architecture
TIMMONS GROUP
5410 TRINITY ROAD
RALEIGH, NC 27607
[phone]
'meek Rd
W ELLONS
VILLAGE
79
Wheels Fun Park
LEGEND
Architect
DTW ARCHITECTS & PLANNERS, LTD
229 NORTH GREGSON STREET
DURHAM, NC 27701
[phone]
MILAN VYUUUb
MERRI,`"
M OORE
PROJECT
SITE
01
J+J yflc]CI'd
'y�
•
D
MH DRAINAGE
D&
SPRINKLER BOX
O IRF - IRON ROD FOUND
SAN-
SANITARY LINE
X X
SPRINKLER HEAD
• IPS -IRON PIPE SET
OS
MH SANITARY
PAINTED GAS LINE
- - UGP-
A CP - COMPUTED EASEMENT POINT
OE
MH ELECTRIC
®
SPRINKLER VALVE
El CMF - CONCRETE MONUMENT
PAINTED WATERLINE
D
GAS TEST LOCATION
Q MNF - MAG NAIL FOUND
O
MH TELEPHONE
GAS METER
O RSF - RAILROAD SPIKE FOUND
O
MH WATER
GAS VALVE
O CSF - COTTON SPINDLE FOUND
0
ELECTRIC BOX
v
FLAG POLE
BFP BACKFLOW PREVENTER
Q
TELEPHONE PEDESTAL
FV_W_7I WATER VAULT
©
CABLE TV PEDESTAL
TREE
VT TELEPHONE VAULT
O
BOLLARD
TC TRAFFIC CONTROL BOX
-� SIGN
VP POWER VAULT
Q
ELECTRIC METER
BOREHOLE
VU UTILITY VAULT
WATER METER
®
AC UNIT
SAN.- SANITARYMAILBOX
®
WATER VALVE
96
RCP - REINFORCED CONCRETE PIPE
CMP - CORRUGATED METAL PIPE
=(�=
FIRE HYDRANT
@
CLEAN OUT
VCP - VITRIFIED CLAY PIPE
<
GUY
DIP - DUCTILE IRON PIPE
POWER POLE
HANDICAP
HDPE - HIGH DENSITY POLYETHYLENE PIPE
0.*
LIGHT POLE
L
PARKING
FES - FLARED END SECTION
O
WELL
MKF - FIBER OPTIC MARKER
YARD LIGHT
MKG - GAS MARKER
GROUND LAMP
MONITORING WELL
TVP - TELEVISION PEDESTAL
SIGP - SIGNAL POLE&
O WF -WETLAND FLAG
ROOF DRAIN
HVAC - HEATING, VENTILATION AND AIR CONDITIONING
(-)-+
WATER SPIGOT
SITE DATA
PROJECT: HOOVER ROAD PARK
CASE #: D1900158
DEVELOPER: CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
OWNER CONTACT: HENRI PROSPERI
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
DURHAM, NC 27704
PHONE: [phone] EXT. 21253
[e-mail]
DESIGNER CONTACT: TIMMONS GROUP
BLAKE HALL, P.E.
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
[e-mail]
PROJECT ADDRESS: 632 N HOOVER ROAD
DURHAM, NC 27703
PIN: 0841-17-29-7429, 0841-05-19-6705
PARCEL ID #: 161099, 159598
REFERENCE: DEED B/P: 8111/764
PLAT B/P: 36/53, 14/08
ZONING: IL (LIGHT INDUSTRIAL)
DEVELOPMENT TIER: SUBURBAN
JURISDICTION: CITY
OVERLAY: FALLS/JORDAN DISTRICT B WATERSHED OVERLAY (F/J-B)
EXISTING USE: VACANT
PROPOSED USE: RECREATIONAL
SETBACKS: MIN. STREET YARD 40'
MIN. SIDE YARD (EACH YARD) 30"
MIN. REAR YARD 25'
MAX. BUILDING COVERAGE 60%
IMPERVIOUS SURFACE LIMIT 24%
MAX. HEIGHT 50'
WATERSHED: JORDAN LAKE WATERSHED (ELLERBE CREEK WATERSHED)
RIVER BASIN: NEUSE RIVER BASIN
CITY OF DURHAM PROPERTY: 50.17 (AC.)
TOTAL PROPERTY/ SITE AREA: 50.17 (AC.)
DISTURBED AREA/ 23 (AC.)
PROJECT AREA:
STORMWATER MANAGEMENT:
SITE RUNOFF WILL BE CONVEYED BY STORM PIPE DRAINAGE SYSTEMS, WET POND AND BIORETENTION SCMS.
SHEET FLOW AND GRASS SWALES WILL BE UTILIZED TO THE MAXIMUM EXTENT PRACTICABLE.
PROPERTY BOUNDARY BUFFER REQUIREMENTS
ADJACENT TO IL PARCEL (WEST, SOUTH): 30' WIDE; 0.6 BUFFER ALTERNATIVE 1
ADJACENT TO RS -20 PARCEL (NORTH): 30' WIDE; EXISTING VEGETATION
TREE COVERAGE AREA (TCA) REQUIREMENTS:
SITE TOTAL EXISTING VEGETATION: 24 ACRES
EXISTING VEGETATION TO BE REMOVED: 1.95 ACRES
TOTAL VEGETATION TO REMAIN: 22.05 ACRES
VEHICULAR SURFACE AREA:
PROPOSED = 84,348 SF
SITE IMPERVIOUS SURFACE AREA:
PRE -DEVELOPMENT IMPERVIOUS AREA FOR SITE: 0.00 ACRES / 0.00%
POST -DEVELOPMENT IMPERVIOUS AREA FOR SITE: 4.92 ACRES / 9.8%
- PROPOSED BUILDING/ ROOF 1,200 SF / 0.027ACRES
- PARKING LOT/DRIVE AISLES 102,448 SF / 2.51 ACRES
SIDEWALK 46,691 SF/ 2.38 ACRES
DISTURBED AREA/ PROPOSED PROJECT AREA: 1001880 SF / 23 ACRES
PARKING SUMMARY - VEHICLES
REQUIRED PARKING: SOCCER FIELD + PLAYGROUNDS 30 PER FIELD + 1 PER 1000 SF OF PLAYGROUND
= (4*30) + (5,000/1000) = 125 SPACES
PARKING REQUIRED: 125 SPACES MINUMUM, 218 SPACES MAXIMUM
PARKING PROVIDED: 218 SPACES; INCLUDING TOTAL 6 CAR AND 3 VAN ADA SPACES
PARKING SUMMARY - BICYCLES
REQUIRED PARKING: SOCCER FIELD 20% OF PROVIDED MOTOR VEHICLE PARKING
= (.2*218) = 44 SPACES
BICYCLE PARKING SPACES PROVIDED: 44 (22 PROPOSED BIKE RACKS)
FLOODPLAIN DATA
AREA OF FLOOD ZONE ON SITE: 0.0 AC
AREA OF DISTURBANCE IN FLOODZONE: 0.0 AC
SITE DRAINS TO ELLERBE CREEK
FEMA PANEL # 0841 MAP # 3720084100K, 3720084200K
THIS SITE IS NOT IN SPECIAL FLOOD HAZARD AREAS.
HAZARD AREAS, AS SHOWN ON FIRM PANEL 0841 DATED OCTOBER 19, 2018.
LSA -LANDSCAPED AREA
R / W - RIGHT-OF-WAY
P/L-PROPERTY LINE
C / L - CENTERL INE
NTS - NOT TO SCALE
GV- GAS VALVE
CB - CATCH BASIN
GI - GRATE INLET
Yl - YARD INLET
Cl - CURB INLET
EP - EDGE OF PAVING
TBC - TOP BACK OF CURB
CCR - CHATHAM COUNTY
RECORD
WCR - WAKE COUNTY
RECORDS
DB - DEED BOOK
PB - PLAT BOOK
PG - PAGE
SF - SQUARE FEET
SPECIAL CONDITIONS OF APPROVAL
1. TREE PROTECTION FENCING SHALL BE INSPECTED PRIOR TO START OF CONSTRUCTION. CONTACT CLAY SHEPHERD AT
919-560-4137 EXT. 28240 TO SCHEDULE AN INSPECTION.
2. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY:
2.1. CONSTRUCT AN EXCLUSIVE SOUTHBOUND LEFT -TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS
ON N. HOOVER ROAD AT THE SITE DRIVEWAY.
PUBLIC WORKS CONDITIONS OF APPROVAL
i. 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 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.
ii. 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 APPLICABLE, STAGE -STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS
ARE REQUIRED. ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE,
WHETHER ORIFICE, WEIR, BARREL, OR OUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD,
HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE
PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.
iii. STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S) AND EITHER A PAYMENT INTO THE
STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED
FOR ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS
NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY
STORMWATER STANDARDS OR IN ACCORDANCE WITH WRITTEN POLICY. THE DESIGNER SHALL SUBMIT
A SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE
DEVELOPMENT PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL GUARANTEE
IN THE FORM OF PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED.
iv. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY
THE BMP CERTIFYING ENGINEER (BCE), IS REQUIRED. THE AS -BUILT CERTIFICATION SHALL BE
SUBMITTED IN ACCORDANCE 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 EXCEPTION OF WHEN AN APPROPRIATE
CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT.
WITH THIS PROVIDED CONSTRUCTION SECURITY, CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE
ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.
v. STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BE REVIEWED OR
APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCM DESIGNS WILL BE REVIEWED
AND APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS. IF, AT THE TIME OF
CONSTRUCTION DRAWING SUBMITTAL, IT IS FOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT
PROPERLY ACCESSIBLE, OR OTHERWISE INSUFFICIENT OR 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 THE
ORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, OR
UNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.
vi.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE
STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY STORMWATER
CONTROL MEASURE (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 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 IS IN ADDITION TO OTHER
PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL, ENGINEERING INSPECTIONS,
ETC
vii.TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE
FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF
NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT
UPON THE PURCHASE OF NUTRIENT CREDITS. IF A REVISED SITE PLAN/PRELIMINARY PLAT IS
SUBMITTED FOR THIS DEVELOPMENT, THE REVISED SITE PLAN/PRELIMINARY 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 THE SITE PLAN/PRELIMINARY PLAT, 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.
APPROVALS
CASE # : D1900158
FOR REVIEW ONLY
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DATE
08/13/2019
DRAWN BY
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DESIGNED BY
B. HALL
CHECKED BY
C. GLASS
SCALE
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DEED LINE
L INE NOT SURVEYED
-----------------------STORM
LINE
SAN-
SANITARY LINE
X X
FENCE
- - OHP-
OVERHEAD POWER LINE
- - G-
PAINTED GAS LINE
- - UGP-
PAINTED POWER LINE
STM - -
PAINTED STORM LINE
UGT
PAINTED TELEPHONE LINE
- - W-
PAINTED WATERLINE
EDGE OF TREEL INE
SPECIAL CONDITIONS OF APPROVAL
1. TREE PROTECTION FENCING SHALL BE INSPECTED PRIOR TO START OF CONSTRUCTION. CONTACT CLAY SHEPHERD AT
919-560-4137 EXT. 28240 TO SCHEDULE AN INSPECTION.
2. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY:
2.1. CONSTRUCT AN EXCLUSIVE SOUTHBOUND LEFT -TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS
ON N. HOOVER ROAD AT THE SITE DRIVEWAY.
PUBLIC WORKS CONDITIONS OF APPROVAL
i. 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 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.
ii. 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 APPLICABLE, STAGE -STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS
ARE REQUIRED. ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE,
WHETHER ORIFICE, WEIR, BARREL, OR OUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD,
HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE
PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.
iii. STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S) AND EITHER A PAYMENT INTO THE
STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED
FOR ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS
NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY
STORMWATER STANDARDS OR IN ACCORDANCE WITH WRITTEN POLICY. THE DESIGNER SHALL SUBMIT
A SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE
DEVELOPMENT PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL GUARANTEE
IN THE FORM OF PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED.
iv. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY
THE BMP CERTIFYING ENGINEER (BCE), IS REQUIRED. THE AS -BUILT CERTIFICATION SHALL BE
SUBMITTED IN ACCORDANCE 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 EXCEPTION OF WHEN AN APPROPRIATE
CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT.
WITH THIS PROVIDED CONSTRUCTION SECURITY, CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE
ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.
v. STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BE REVIEWED OR
APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCM DESIGNS WILL BE REVIEWED
AND APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS. IF, AT THE TIME OF
CONSTRUCTION DRAWING SUBMITTAL, IT IS FOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT
PROPERLY ACCESSIBLE, OR OTHERWISE INSUFFICIENT OR 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 THE
ORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, OR
UNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.
vi.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE
STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY STORMWATER
CONTROL MEASURE (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 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 IS IN ADDITION TO OTHER
PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL, ENGINEERING INSPECTIONS,
ETC
vii.TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE
FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF
NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT
UPON THE PURCHASE OF NUTRIENT CREDITS. IF A REVISED SITE PLAN/PRELIMINARY PLAT IS
SUBMITTED FOR THIS DEVELOPMENT, THE REVISED SITE PLAN/PRELIMINARY 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 THE SITE PLAN/PRELIMINARY PLAT, 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.
APPROVALS
CASE # : D1900158
FOR REVIEW ONLY
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DATE
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DRAWN BY
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DESIGNED BY
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CHECKED BY
C. GLASS
SCALE
AS SHOWN
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DURHAM GENERAL STANDARD NOTES
1. FOR SITES CONTAINING FLOODPLAIN; ALL DEVELOPMENT WITHIN THE FLOODWAY OR
NON -ENCROACHMENT AREA OR FLOODWAY FRINGE AND NON -ENCROACHMENT AREA
FRINGE, INCLUDING FILL, NEW CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS,
MANUFACTURED H❑USING, STORAGE OF MATERIALS AND STORAGE OF TOXIC OR
FLAMMABLE SUBSTANCES, IS PROHIBITED EXCEPT AS PROVIDED BY APPLICABLE
FLOOD HAZARD REGULATI❑NS OF UDO SECTION 3.22 AND 8.4.
1.1. FLOODPLAIN ELEVATI❑N(S)
1.2. FLOODPLAIN ZONE
1.3. FEMA MAP NUMBER: 3720084100K, 3720084200K
1.4. FEMA MAP DATE; OCTOBER 19, 2018
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 0841 DATED OCTOBER 19, 2018.
2, .NCDWQ BUFFER AUTH❑RIZATI❑N NOTE: BUFFER
AUTHORIZATI❑N BY THE NORTH CAR❑LINA DIVISION OF WATER QUALITY (NCDWQ) IS
REQUIRED PRI❑R TO CONSTRUCTION DRAWING APPROVAL. SITE PLAN CHANGES
OCCURRING AS A RESULT OF ALTERATIONS NEEDED TO RECEIVE BUFFER
AUTHORIZATI❑N MAY RESULT IN THE NEED FOR A SITE PLAN AMENDMENT OR A NEW
SITE PLAN BASED ON THE SCOPE OF THE REQUIRED CHANGES, IF A SITE PLAN
AMENDMENT OR NEW SITE PLAN IS REQUIRED IT MUST BE APPROVED PRI❑R TO
CONSTRUCTION DRAWING APPROVAL. CONTACT THE DURHAM CITY -COUNTY PLANNING
DEPARTMENT AT 919-560-4137 TO DETERMINE IF A SITE PLAN AMENDMENT OR A
NEW SITE PLAN WILL BE REQUIRED,
3. STREAM BUFFERS: 50 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 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 SECTI❑N 8.5.5 OF THE UDO SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE
THE AMOUNT OF INTRUSION INT❑ THE STREAM BUFFER AND TO MINIMIZE CLEARING,
GRADING, EROSION AND WATER QUALITY DEGRADATION. (UDO SECTI❑N 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 LAND DISTURBING ACTIVITIES IN
OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY, OR ANY UNNAMED BODY OF WATER
AND ITS ADJACENT WETLANDS (UDO SECTI❑N 8,9)
5. WETLAND BUFFER NOTE: 25 FOOT WIDE WETLAND BUFFER TO REMAIN IN
NATURAL, UNDISTURBED VEGETATI❑N. WETLAND BUFFERS MAY BE USED FOR
PASSIVE RECREATI❑NAL ACTIVITIES, SUCH AS WALKING AND 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 INTRUSI❑N INTO THE
WETLAND BUFFER AND TO MINIMIZE CLEARING, GRADING, EROSION AND WATER
QUALITY DEGRADATION, (UDO SECTI❑NS 8,9)
13. 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 SECTION 46-87.
14. 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 STAFF FOR INSPECTION.
15. 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 DEPARTMENT PRIOR TO RE -INSPECTION.
19. 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 POSTED IN BOTH ENGLISH AND SPANISH,
AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS QRBOLES. "
20. 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. AREA MUST BE PROTECTED WITH BOTH
TREE PROTECTION FENCING AND WARNING SIGNS.
21. 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 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 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 TRESPASSING
SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.
25. UDO 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 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:
A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO
RESIDENTIAL ZONING IS 0.5 FOOT CANDLES.
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 5.0 FOOT CANDLES.
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 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 ABOVE GRADE, MEASURED TO
THE TOP OF THE FIXTURE.
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 FEET ABOVE GRADE,
MEASURED TO THE TOP OF THE FIXTURE.
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.
26. FOR PROJECTS UTILIZING ON SITE WATER SUPPLY OR WASTE WATER DISPOSAL:
APPROVAL DOES NOT GUARANTEE APPROVAL OF EITHER ON-SITE WATER SUPPLY OR
WASTE WATER DISPOSAL SYSTEMS OR THAT PERMITS WILL BE ISSUED FOR THE
CONSTRUCTION OF SUCH SYSTEMS.
28. CITY STORM DRAINAGE EASEMENTS: SEE PUBLIC WORKS STANDARD NOTES, BELOW.
COUNTY STORM OR PRIVATE DRAINAGE EASEMENTS: CENTERLINE OF FOOT WIDE
DRAINAGE EASEMENT FOR THE BENEFIT OF ADJACENT PROPERTY OWNERS NOT
MAINTAINED BY PUBLIC AUTHORITIES. NO BUILDINGS, STRUCTURES, FILLS,
EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT
ACCORDING TO THOSE TERMS.
32. FIRE NOTE TO BE INCLUDED ON UTILITY PLAN SHEET: 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)
L
HOOVER ROAD PARK
632 N HOOVER ROAD
DURHAM, NORTH CAROLINA
MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANTS
33. FIRE NOTES TO BE INCLUDED ON COVER SHEET.•
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 CONSTRUCTION ACTIVITIES.
THESE ROADWAYS SHALL BE EXTENDED WITH THE PROGRESS OF CONSTRUCTION SO
THA T.
A.A. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO
GREATER THAN 150 FEET TRAVEL DISTANCE FROM A ROADWAY,
A.B. FIRE DEPARTMENT CONNECTIONS (FDC), EITHER TEMPORARY OR PERMANENT, ARE
NO GREATER THAN 100 FEET TRAVEL DISTANCE FROM A ROADWAY.
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 REPLACED BY PERMANENT SIGNS.
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 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 PROGRESS OF CONSTRUCTION SO THAT:
C.A. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO
GREATER THAN 500 FEET TRAVEL DISTANCE FROM A HYDRANT,
C.B. FIRE DEPARTMENT CONNECTIONS (FDC), EITHER TEMPORARY OR PERMANENT, ARE
NO GREATER THAN 50 FEET TRAVEL DISTANCE FROM A HYDRANT.
34. FOR COUNTY SOIL AND EROSION CONTROL:
A. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND
APPROVED PRIOR TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT.
B. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED
AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND -DISTURBANCE
PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A
LAND -DISTURBANCE PERMIT.
ENGINEERING DIVISION NOTES
N THE PUBLIC WORKS CONDITIONS OF APPROVAL BOX, ADD THE FOLLOWING NOTES:
1. 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 APPROVAL. CONSTRUCTION
DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION (SEE
CONSTRUCTION PLAN APPROVAL PROCESS). THE APPROVAL OF CONSTRUCTION DRAWINGS
IS SEPARATE 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 DRAINAGE CONVEYANCE SYSTEMS) FOR
COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS, SPECIFICATIONS, AND BEST
MANAGEMENT PRACTICES.
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. 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.
J. 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).
4. 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.
5. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO
COMMENCING WATER MAIN INSTALLATION.
6. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO
COMMENCING SANITARY SEWER MAIN INSTALLATION.
WATER EASEMENT NOTE:
CENTERLINE OF _V_A_ _ FOOT WIDE CITY OF DURHAM WATER EASEMENT. SUBJECT TO
TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO
STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE
EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
SANITARY SEWER EASEMENT NOTE:
CENTERLINE OF _V_A_ FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT.
SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE
958. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN
THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
CENTERLINE OF _V_A_ FOOT WIDE COUNTY OF DURHAM SANITARY SEWER EASEMENT.
SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1626, PAGE
145. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN
THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
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 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
PROPOSED SIDEWALK.
PUBLIC ACCESS EASEMENT FOR SIDEWALK NOTE:
CERTIFICATION OF EXPRESS DEDICATION FOR PUBLIC USE [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 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 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.
DRIVEWAY PERMIT NOTES:
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. AFTER OBTAINING THE PERMIT,
PLEASE CALL CITY OF DURHAM ENGINEERING INSPECTION OFFICE AT 560-4326 PRIOR TO
START OF CONSTRUCTION.
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.
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 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
UTILITIES WILL REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS.
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
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 CONSTRUCTION WORK FOR A PROJECT. ANY
EXCAVATION AS PART OF ABANDONING UTILITIES WILL REQUIRE BACKFILLING PER CITY OF
DURHAM STANDARDS.
WATER, SANITARY SEWER AND STORM SEWER SEPARATION NOTES:
8. HORIZONTAL AND VERTICAL SEPARATION
C. 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 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 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 AND AT AN ELEVATION SO
THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 -INCHES ABOVE THE TOP OF THE
SEWER.
D. 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 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.
E. 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 SEWER AND WATER MAINS.
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
CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED AROUND
WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING.
2. CROSSINGS
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 CROSSING SHALL BE ARRANGED SO
THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE
FROM THE WA TER MAIN JOINTS.
B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
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
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 MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION.
STORM WATER SERVICES DIVISION NOTES
A. SPECIAL CONDITIONS OF APPROVAL BOX NOTES FOR SITE PLAN/PRELIMINARY PLAT
SUBMITTALS: (NOTE THAT THESE NOTES MAY OR MAY NOT APPLY TO THE PROJECT
DEPENDING ON THE REQUIREMENTS OF THE PROJECT, DETERMINED DURING REVIEW)
2. FOR DEVELOPMENTS WITHIN THE NEUSE RIVER BASIN (PAYMENT, IF REQUIRED, TO BE
DETERMINED DURING SITE PLAN REVIEW):
"A SITE PLAN CANNOT BE APPROVED UNTIL A RECEIPT FROM THE NORTH CAROLINA
ECOSYSTEM ENHANCEMENT PROGRAM HAS BEEN RECEIVED BY THE CITY OF DURHAM
CONFIRMING THE PAYMENT OF $X.XX IN OFFSET FEES."
3. FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:
"FINAL DESIGN CALCULATIONS FOR THE STORMWATER BMP FACILITY WILL REQUIRE THE
USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR -20 OR HEC -1
MODELS. FOR THE BMP FACILITY, PROVIDE STAGE -STORAGE RELATIONSHIP AND INFLOW
AND OUTFLOW HYDROGRAPHS. PROVIDE ALL TABULATED DATA INCLUDING
CALCULATIONS SHOWING THE OUTLET UNDER ORIFICE CONTROL, BARREL CONTROL AND
WEIR CONTROL, AS APPROPRIATE, TO SHOW HOW THE ROUTING WAS DEVELOPED."
4. FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:
I. "AN EXECUTED STORMWATER FACILITY OPERATION AND
MAINTENANCE PERMIT AGREEMENT (PREPARED BY STORMWATER SERVICES, CITY
OF DURHAM), PAYMENT OF STORMWATER FACILITY PERMIT FEE PER BMP FACILITY
AND PERPETUAL SURETY FOR THE CONTINUED OPERATION AND MAINTENANCE OF
THE FACILITY IS REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL."
II. "AN AS -BUILT CERTIFICATION FOR THE STORMWATER BMP(S), PROVIDED BY THE
DESIGN ENGINEER, IS REQUIRED. THE AS -BUILT SHALL BE SUBMITTED PER THE
REFERENCE GUIDE FOR DEVELOPMENT, APPROVED BY THE STORMWATER SERVICES
DIVISION AND THE BMP(S) SHALL BE INSPECTED AND APPROVED BY THE
STORMWATER SERVICES DIVISION PRIOR TO ISSUANCE OF ANY CERTIFICATES OF
OCCUPANCY OR CERTIFICATES OF COMPLIANCE FOR THE PROJECT."
5. FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY -
"A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH
STORMWATER BMP FACILITY NO LATER THAN AT THE FIRST CONSTRUCTION DRAWING
SUBMITTAL."
6. FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:
"STORMWATER BMP FACILITY DESIGN CALCULATIONS WILL NOT BE REVIEWED OR
APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL STORMWATER BMP
FACILITY DESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION
DRAWING SUBMITTAL PROCESS."
B. STANDARD NOTES: (NOTE THAT THESE NOTES MAY OR MAY NOT APPLY TO THE
PROJECT DEPENDING ON THE REQUIREMENTS OF THE PROJECT, DETERMINED DURING
REVIEW)
1. STORMWATER DRAINAGE EASEMENT NOTE (WIDTH DETERMINED AT CONSTRUCTION
DRA WINGS):
"CENTERLINE OF 20 FOOT WIDE PUBLIC STORM WATER DRAINAGE EASEMENT.
OWNERSHIP OF AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM
WATER FACILITIES IN THIS EASEMENT REMAINS WITH 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 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 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 EASEMENT EXCEPT ACCORDING TO THOSE TERMS."
2. STREAM BUFFER NOTES (WIDTH DETERMINED AT REZONING OR SITE PLAN):
"50 FOOT 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 VEGETATION PERMITTED."
3. FLOODPLAIN NOTES:
"ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLUDING FILL,
NEW CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE
OF MATERIALS AND STORAGE OF TOXIC OR FLAMMABLE SUBSTANCES, IS PROHIBITED
EXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS."
4. GENERAL NOTES:
"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, CREEK, TRIBUTARY OR ANY
UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS."
WHERE STREETS TERMINATE, ADD THE FOLLOWING NOTE TO THE CONSTRUCTION DRAWINGS:
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 BEYOND THE EDGE OF
PAVEMENT, 4) NCDOT TYPE III BARRICADE.
OFF-SITE ROADWAY IMPROVEMENTS, ADD THE FOLLOWING NOTE TO THE SPECIAL
CONDITIONS OF APPROVAL BOX:
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 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 REQUIRED SIDEWALK CONSTRUCTION.
SIGNS AND/OR PAVEMENT MARKINGS TO BE INSTALLED BY THE DEVELOPER (NEW
SUBDIVISIONS OR OFF-SITE ROADWAY IMPROVEMENTS THAT NEED NEW MARKINGS FOR
EXAMPLE), ADD THE FOLLOWING NOTE TO THE SPECIAL CONDITIONS OF APPROVAL BOX:
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 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 CERTIFICATE OF OCCUPANCY AND/OR STREET ACCEPTANCE, AS
DETERMINED BY THE CITY.
RIGHT-OF-WAY DEDICATION ON A MAJOR/MINOR THOROUGHFARE ADJACENT TO THE SITE,
ADD THE FOLLOWING NOTE TO THE SPECIAL CONDITIONS OF APPROVAL BOX:
DEDICATE AN ADDITIONAL NA FEET OF RIGHT-OF-WAY ALONG THE FRONTAGE OF THE
SITE ON NA_ ROAD PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT. A COPY OF THE
RECORDED PLAT MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION.
VARIATIONS TO THESE STANDARD NOTES MAY BE APPLIED WITH THE EXPRESS CONSENT OF
THE TRANSPORTATION DIVISION.
SIGNAGE AND MARKING PLAN CONSTRUCTION DRAWING NOTE
ALL SIGNS, STREET MARKERS, AND PAVEMENT MARKINGS (EVERYTHING CALLED OUT ON THE
SIGNING AND MARKING
sheet) MUST BE INSTALLED ON EACH STREET PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY AND/OR
STREET ACCEPTANCE, AS DETERMINED BY THE CITY.
• THE STREET NAME SIGN SHALL BE REFLECTIVE TO SHOW THE SAME SHAPE AND
SIMILAR COLOR BOTH DAY AND
night. THE LETTERS AND BACKGROUND SHALL BE OF CONTRASTING COLORS.
• STREET NAME SIGNS SHALL HAVE WHITE LETTERS ON A GREEN BACKGROUND.
• LETTERING ON THE STREET NAMES SHALL BE 4 -INCHES HIGH IN CAPITAL LETTERS.
• SUFFIX LETTERING TO INDICATE THE TYPE OF STREET (SUCH AS STREET, AVENUE, OR
ROAD) OR THE SECTION OF THE
CITY (SUCH AS NW) SHALL BE LETTERING 2 -INCHES HIGH.
• STREET NAME SIGNS WILL BE LOCATED ON TOP OF STOP SIGNS IN A STACKED
POSITION.
• STOP BARS SHALL BE 2 -FEET WIDE WHITE THERMOPLASTIC PER NCDOT
SPECI FI CA TIONS.
• ALL SIGNS MUST CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MU TCD).
• STREET SIGNS SHALL SHOW BLOCK NUMBERS. (BLOCK NUMBERS ARE SHOWN ON THE
RECORDED PLAT. IF THEY ARE
NOT SHOWN ON RECORDED PLAT, CONTACT THE CITY'S ENGINEERING ASSESSMENTS DIVISION
AT 560-4326)
FOR REVIEW ONLY
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EXISTING WETLANDS
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
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TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
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TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
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LEGEND
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TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
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FOR REVIEW ONLY
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IMPACTS:
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INVIAMA IN 21 WIL, LVA, 911
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SITE DATA:
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
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TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
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