20140760 Ver 1_Site Plan_20140723

GENERAL NOTES
1. BOUNDARY INFORMATION IS BASED UPON FIELD SURVEY CONDUCTED BY S.D. PUCKETT & ASSOCIATES, TAKEN FROM
A MAP ENTITLED 'THE LANDS OF PHOUVANG SYVONGSA' AT A SCALE OF 1 " =80', DATED: 4/25/13
2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION
AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL
EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CALL "NC
ONE CALL: 1- 800 - 632 - 4949). CONTRACTOR SHALL MAINTAIN MARKINGS WHERE NEEDED DURING PROJECT. ALL
UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. THE CONTRACTOR SHALL
VERIFY LOCATIONS OF UTILITIES AND SERVICE LATERALS PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH
LOCATIONS OF LIGHT POLES, TREES, ETC. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION PRIOR TO CONSTRUCTION.
3. EDENS LAND CORP ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN
SUPPLIED BY OTHERS.
4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINER AND
REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON -WORK HOURS.
6. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THE PERMITTEE.
GENERAL CONDITIONS OF APPROVAL
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 DFIRM PANEL 0727 DATED FEBRUARY 2,
2007 (LAST REVISION)
2. ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONTACT DURHAM
CITY COUNTY PLANNING DEPARTMENT SITE INSPECTION STAFF FOR INSPECTION.
3. EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE- INSPECTION
FEE, STARTING AT $100 + 4% TECHNOLOGY SURCHARGE. EACH SUBSEQUENT RE- INSPECTION WILL INCREASE BY
$100 +4% (EXAMPLE 1ST -$104, 2ND - $208, 3RD -- $312, ETC). PAYMENT MUST BE RECEIVED BY THE
DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO RE- INSPECTION.
4. 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 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
CLEARING, GRADING, EROSION AND WATER QUALITY DEGRADATION.
5. A LAND- DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY LAND- DISTURBING
ACTIVITIES.
6. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE
OF A LAND- DISTURBANCE PERMIT.
7. 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.
8. THE LOCATION OF THE SIDEWALK 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.
9. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
TO RECEIVE ONGOING OR AS- NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE INCLUDING DEBRIS
CLEANUP OR COLLECTION OF GARBAGE, RECYCLABLES, YARD WASTE, OR BULKY ITEMS ON ANY PRIVATE
ROAD OR OTHER PRIVATE PROPERTY, A RESIDENTIAL WAIVER OF LIABILITY MUST BE EXECUTED BY THE
APPROPRIATE LEGAL ENTITY (E.G., HOMEOWNER'S ASSOCIATION), FORM TO BE PROVIDED BY THE
DEPARTMENT OF SOLID WASTE MANAGEMENT, PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. SEE
THE SWM WEB SITE AT WWW.DURHAMNC.GOV /DEPARTMENTS /SOLID.
10. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
TO RECEIVE ONGOING OR AS- NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE INCLUDING DEBRIS
CLEANUP, STREET CLEANING, OR COLLECTION OF GARBAGE, RECYCLABLES, YARD WASTE, OR BULKY ITEMS
ON ANY PORTION OF ROAD WHICH TERMINATES, TEMPORARILY OR PERMANENTLY, WITHOUT PROVISION OF A
TURNAROUND AREA THAT CONFORMS TO PERMANENT CITY CUL -DE -SAC AND ROAD CONSTRUCTION
SPECIFICATIONS, THE COMMUNITY MUST SUBMIT A PLAN DETAILING AN ALTERNATIVE TURNAROUND TO, AND
OBTAIN WRITTEN APPROVAL OF THAT ALTERNATIVE FROM, THE DIRECTOR OF SOLID WASTE MANAGEMENT OR
THE DIRECTOR'S DESIGNEE PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY ON SUCH PORTION OF
ROAD. CONTACT SWM AT 560 -4186.
11. AN AUTOMATED SOLID WASTE COLLECTION VEHICLE HAS AN 18 -FOOT WHEELBASE AND A TURNING RADIUS OF 45
FEET WALL -TO -WALL AND 43 FEET 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 ACCOMMODATE THOSE SPECIFICATIONS.
12. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, OR
ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS IN BOTH ENGLISH AND SPANISH, AS
FOLLOWS: "NO TRESPASSING /TREE PROTECTION AREA /PROHIBIDO ENTRAR /ZONA PROTECTORA PARA LOS
ARBOLES."
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. 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) OR SUPPLEMENTAL
NOTIFICATIONS OF RGD UPDATES (ALSO POSTED ON THE CITY'S WEBSITE) THAT ARE IN EFFECT THE DATE
CONSTRUCTION DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE CITY. NON- COMPLIANCE WITH ANY OF
THESE MINIMUM STANDARDS SHALL RENDER THE APPROVAL OF SUCH ITEMS NULL AND VOID. IT WILL BE THE
RESPONSIBILITY OF THE OWNER TO CORRECT ANY DEFICIENCIES NOTED DURING THE LIFE OF THIS PROJECT TO
THE SATISFACTION OF THE CITY.
15. STORMWATER BEST MANAGEMENT PRACTICE(S) (BMP[S]) PERMIT FEE(S), THE EXECUTED STORMWATER FACILITY
AGREEMENT AND COVENANTS (PREPARED BY THE CITY OF DURHAM STORMWATER SERVICES SECTION) AND EITHER
A PAYMENT INTO THE STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE
REQUIRED FOR ALL BMP(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS NOT
ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH THE TERMS AND CONDITIONS
OUTLINED IN THE STORMWATER FACILITY AGREEMENT AND COVENANTS. THE DESIGNER SHALL SUBMIT A CERTIFIED
CONSTRUCTION COST ESTIMATE FOR EVERY STORMWATER BMP PROPOSED IN THE DEVELOPMENT AT THE FIRST
SUBMITTAL OF THE CONSTRUCTION DRAWINGS.
16. AN AS -BUILT CERTIFICATION FOR THE STORMWATER BEST MANAGEMENT PRACTICES) (BMP[S]), PROVIDED BY THE
DESIGN ENGINEER, IS REQUIRED. THE AS -BUILT SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF
DURHAM BMP CERTIFYING ENGINEER (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,
APPROVED BY THE STORMWATER SERVICES SECTION (S3), AND THE BMP(S) SHALL BE INSPECTED AND APPROVED
BY THE S3 PRIOR TO ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE FOR
THE PROJECT.
17. STORMWATER BEST MANAGEMENT PRACTICES) (BMP[S]) DESIGN CALCULATIONS WILL NOT BE REVIEWED OR
APPROVED WITH THE SITE PLAN /PRELIMINARY PLAT SUBMITTAL. ALL BMP DESIGNS WILL BE REVIEWED AND
APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS. IF, AT THE TIME OF CD SUBMITTAL, IT IS
FOUND THAT THE PROPOSED BMP(S) IS UNDERSIZED 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 BMP(S) ARE FOUND INSUFFICIENT OR UNSUITABLE AND ALTERNATIVE BMP(S) ARE REQUIRED.
18. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID
IMPROVEMENTS PRIOR TO THE ISSUANCE OF ANY 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.
SPECIAL CONDITIONS OF APPROVAL
1. ALL UTILITIES MUST BE INSTALLED UNDERGROUND.
2. MAXIMUM IMPERVIOUS SURFACE SQUARE FOOTAGE PER LOT IS 4,000 S.F. IMPERVIOUS AREA CAN BE
TRANSFERRED BETWEEN LOTS AT THE FINAL PLAT STAGE PROVIDED THAT THE TOTAL ALLOWED IMPERVIOUS
AREA FOR THE PROJECT IS NOT EXCEEDED.
3. HOMEOWNER'S ASSOCIATION DOCUMENTS WILL BE NEEDED AT THE TIME OF FINAL PLAT APPROVAL.
4. EXISTING STRUCTURE, ACCESSORY STRUCTURES AND ALL GRAVEL DRIVES MUST BE REMOVED BEFORE THE FIRST
FINAL PLAT CAN BE APPROVED SO AS NOT TO CREATE NON - CONFORMITY.
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY
5. 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,
CONTACT THE CITY DEPARTMENT OF TRANSPORTATION (TERRY THOMPSON AT 919 - 560 - 4366).
PRIOR TO ISSUANCE OF A BUILDING PERMIT
6. DEDICATE 20 FT. OF ADDITIONAL RIGHT -OF -WAY FOR THE FRONTAGE OF THE SITE ALONG SCOTT KING ROAD.
A COPY OF THE RECORDED PLAT MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION.
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY
7. PER THE REFERENCE GUIDE FOR DEVELOPMENT, THE DEVELOPER SHALL INSTALL NO PARKING SIGNS ALONG
BOTH SIDES OF ROAD A. THE SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH AN APPROVED SIGNAGE AND
MARKING PLAN PREPARED WITH THE CONSTRUCTION DRAWING SUBMITTAL PACKAGE.
8. FINAL DESIGN CALCULATIONS FOR THE STORMWATER BEST MANAGEMENT PRACTICE(S) (BMP[S]) WILL REQUIRE
THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR -20 OR HEC -1 MODELS. FOR EACH
BMP, AS APPLICABLE, 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.
9. A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH STORMWATER BEST
MANAGEMENT PRACTICE(S) NO LATER THAN AT THE FIRST CONSTRUCTION DRAWING SUBMITTAL.
10. IF THE PROJECT NEEDS TO USE A NUTRIENT BANK IN ORDER TO ACHIEVE COMPLIANCE: `TO RECEIVE SITE
PLAN /PRELIMINARY PLAT APPROVAL FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENTS THAT ARE
MAKING USE OF NUTRIENT BANKS, THE APPROVAL OF THE SITE PLAN /PRELIMINARY PLAT IS CONTINGENT UPON
THE FUTURE PURCHASE OF NUTRIENT CREDITS FROM AN APPROVED NUTRIENT BANK. IF A REVISED SITE
PLAN /PRELIMINARY PLAT IS SUBMITTED FOR THIS SITE, 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. A RESERVATION LETTER IS TO BE SUBMITTED TO THE CITY OF DURHAM STORMWATER SERVICES
SECTION (S3) SHOWING THE RESERVATION OF NUTRIENT CREDITS FROM AN APPROVED NUTRIENT BANK. THIS
RESERVATION LETTER IS TO BE PROVIDED PRIOR TO SITE PLAN /PRELIMINARY PLAT APPROVAL. PRIOR TO THE
APPROVAL OF ANY CONSTRUCTION DRAWINGS OR PRIOR TO THE RELEASE OF ANY BUILDING PERMITS PERTAINING
TO THIS DEVELOPMENT, WHICHEVER COMES FIRST, A LETTER SHOWING THE PURCHASE OF THE NUTRIENT
CREDITS FOR THIS DEVELOPMENT AND A COPY OF THE NUTRIENT BANK LEDGER, SHOWING THE TOTAL NUTRIENT
CREDITS AVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO S3.
BENCHMARK #1
Iron Pin
N- 774813.9121
E- 2021856.2386
ELEV- 259.77'
BENCHMARK 1 LOCATION
SCALE: 1 " =40'
BENCHMARK #2
Iron Pin
N- 774819.4022
E- 2021669.6468
ELEV- 275.62'
BENCHMARK 2 LOCATION
SCALE: 1 " =40'
1117 SCOTT KING ROAD
DURHAM, NORTH CAROLINA
TUNE 13, 2014
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NOTE: CITY OF DURHAM AND DURHAM COUNTY
STANDARDS AND SPECIFICATIONS USED.
EDENS
L L U LAND CORP
ENGINEERING • DEVELOPMENT
2314 S. MIAMI BLVD - SUITE 151 - DURHAM, NC 27703
WWW.EDENSLAND.COM • PH: (919) 316 -1855
PIN: 0727.03 - 24.0157, PARCEL ID: 150787
NC LICENSE# C -2745
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FINAL DRAWING
FOR REVIEW PURPOSES ONLY
AND NOT RELEASED
FOR CONSTRUCTION
PUBLIC WORKS CONDITIONS OF APPROVAL
1. 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.
3. 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: / /DU RHAM NC.GOV /ICH /OP /PWD /PAGES /FIRE- FLOW.ASPX).
4. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING WATER MAIN INSTALLATION.
5. SEWER PERMIT FROM CITY OF DURHAM.
6. FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:
A. 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.
B. A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH STORMWATER BMP FACILITY NO LATER THAN AT
THE FIRST CONSTRUCTION DRAWING SUBMITTAL.
7. FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENTS MAKING USE OF A NUTRIENT BANK: TO RECEIVE SITE
PLAN /PRELIMINARY PLAT APPROVAL FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF
NUTRIENT BANKS, THE APPROVAL OF THE SITE PLAN /PRELIMINARY PLAT IS CONTINGENT UPON THE FUTURE PURCHASE OF
NUTRIENT CREDITS FROM AN APPROVED NUTRIENT BANK. IF A REVISED SITE PLAN /PRELIMINARY PLAT IS SUBMITTED FOR THIS
SITE, 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. A RESERVATION LETTER IS TO BE SUBMITTED TO THE CITY OF DURHAM STORMWATER
SERVICES SECTION (S3) SHOWING THE RESERVATION OF NUTRIENT CREDITS FROM AN APPROVED NUTRIENT BANK. THIS
RESERVATION LETTER IS TO BE PROVIDED PRIOR TO SITE PLAN /PRELIMINARY PLAT APPROVAL. PRIOR TO THE APPROVAL OF ANY
CONSTRUCTION DRAWINGS OR PRIOR TO THE RELEASE OF ANY BUILDING PERMITS PERTAINING TO THIS DEVELOPMENT, WHICHEVER
COMES FIRST, A LETTER SHOWING THE PURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THE
NUTRIENT BANK LEDGER, SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE
PROVIDED TO S3.
STREAM IMPACT SUBMITTAL
CITY OF DURHAM
LIST OF DRAWINGS:
SHEET # TITLE
-- COVER
EX (1) EXISTING CONDITIONS/ DEMOLITION PLAN
SP (1) PRELIMINARY PLAT
UT (1) OVERALL UTILITY PLAN
PR (2) PLAN AND PROFILE
OWNER /APPLICANT
THE OAKS AT LYON'S FARM LLC
2314 S. MIAMI BLVD - SUITE 151
DURHAM, NORTH CAROLINA 27713
PH: (919) 606 -2435
GARY WALLACE - MANAGING PARTNER
(gary.wallace @nc.rr.com)
ENGINEER
EDENS LAND CORP
2314 S. MIAMI BLVD - SUITE 151
DURHAM, NORTH CAROLINA 27703
PH: (919) 316 -1855
JARROD B. EDENS, P.E. - PRESIDENT
(jarrod.edens @edensland.com)
SURVEYOR
S.D. PUCKETT & ASSOCIATES
5314 HIGHWAY 55 - SUITE 104
DURHAM, NORTH CAROLINA 27713
PH: (919) 544 -7717, FAX: [phone]
STEVE PUCKETT, PLS - PROJECT CONTACT
(spuckett @puckettsurveys.com)
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE DATE DATE
CALL BEFORE YOU DIG
North CaroLEVt,a
One -Call Center
(800) 632 -4949
www.ncocc.org

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21\3 j / l` �'>a �� TO BE REMOVED \ �_ - 21 b 2P,8 " \ 18Ri_ 20'x20' Tree Sampling Area
-
/ _ ___ - -�� \ ` --- - - - - -- ` \�/ `2154/ /218��d 1208
/ % 2207
Ex. Lawn
i �\ / �� I / I 2\ \ / 2206 - - - - - --
x. 50' Public Se is % / / Ex. Gravel Walkway ll � / / / /�� ® _ �x� IX 1 /�\ 2205
r TO BE REMOVED 1\ \ / / - �2 -1-82
Co. of NC G / /�'
\ \� / / / // i�� ��°2209 204
j I
Company Ease e� ��/ \ / Critical Root 1 \ \\ \ \� -� /�/ / / y�� ` {- /mil ` D
Ex. Gravel Drive \ I -� \ \ \ ✓ (� I / 2�t $� / / 5 ❑ I !
2'I\'f i �` - - Zone (TYP) \ \ \ \� \ ■ I I l / ( ` I
118 TO BE REMOVED / �' �• 1 \ / \ -- \ 1 ✓ �\� 1 I / / 21 \ -/\ - _ ' 5 c,, I.
214 _ \ 2139 \ SECONDARY RE- GROWTH PINE/ �� \ l �� �\ 1 ` I / �/ \
L O / HARDWOOD MIXED FOREST- \ "� 1 1 ( 2118977'- % -2 TSe� .I +
/� / \ I PINE, OAK, MAPLE, AND OAK, �� ` J , \ / 1 0
w
2117 i Ex. c. Pad _ - - -- -
� � � 2191
, TO B REMOVED �� i / DOGWOOD, 8. SCAL ER UM, �,_/ \ �� \ / m
6 / �138� - / ter\\ \ \ ` 1 \ ( �1 2 2
9a r-- - - - - -I
/ 13 �I 12115 i l r * \ \ 1 I I / / °■ ■ \ \ \ \ 11 \ \ ` / 2196 \ �\ /f I �,
102 / HARDWOODS WITH SOME °� \ / ■ ■ ■ 180 �� I I ` ` / / \i� �O I I
\�I 1t J/ �''� - TULIP POPLAR, PINE, \ \ ■ ■ ■ ■ �� '�- ■�`� �■■■■■■■ %�•�� 1 I I /2198/ / \\ / 1 / X 0 r
y Ex. Struc res
/ / TO BE OV. ®rI J ���� ■ 2197 / 2200
2103 t7 Cf � - DOGWOOD; 2--18"+ CALIPER l I
8 00i L� J /210 ^l / 2140 \ - /21X2 \ \\ / 2144 \\ \\ \r� JS J \_ �� �� �\ i�l ,�' I lam_, / r 8199 1 i 1
`� 09 Ex. 7 High Board Fence /__- /� J I / 11 / \ 1 / _ J I\ 2194 I
�� /\ 21 4 �� ` \ / /yl I \ / / 2141 S01- 59'45'E I 214$ I
1,231 .04 �� v� �- ���� i i / - I - - - - --
106 2 05 / •� -' Ex. 7 Hi oard Fend
/ �/ \� � l/ �% I i Approximate Location SECTION OF FENCE
/ -i ❑ - ^ f ✓�i�� I i Existing 5 Conc. Sidewalk AT NEW R/W ONLY -
I
I �
I �
II ��
s:
I jl II
V
I
i
i
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EXISTING TREE
CHART
NO.
SIZE -TYPE
NO.
SIZE -TYPE
NO.
SIZE -TYPE
NO.
SIZE -TYPE
2101
24 "OAK
2128
20 "POPLAR
2156
12 "MAPLE
2183
16 "OAK
2102
8 "ELM
2129
12 "MAPLE
2157
10 "POPLAR
2184
12 "OAK
2103
10 "OAK
2130
12 "GUM
2158
10 "POPLAR
2185
12 "OAK
2104
12 "TWINGUM
2131
10 "GUM
2159
1 12 "GUM
2186
13 "OAK
2105
14 "GUM
2132
12 "GUM
2160
16 "POPLAR
2187
12 "OAK
2106
6 "HICKORY
2133
12 "OAK
2161
6 "TWINMAPLE
2188
12 "OAK
2107
5 "HICKORY
2134
15 "GUM
2162
15 "POPLAR
2189
16-OAK
2108
6 "OAK
2135
18 "CEDAR
2163
16 "GUM
2190
14 "OAK
2109
12 "OAK
2136
20 "OAK
2164
12 "GUM
2191
12 "OAK
2110
6 "GUM
2137
16 "OAK
2165
15 "HICKORY
2192
15-OAK
2111
12 "GUM
2138
20 "OAK
2166
7 "OAK
2193
17 "OAK
2112
10" OAK
2139
22 "OAK
2167
1 15 "OAK
2194
22 "OAK
2113
20 "OAK
2140
20 "OAK
2168
3 "TRIPMAPLE
2195
15 "OAK
2114
6 "GUM
2141
22 "OAK
2169
10 "MAPLE
2196
20 "OAK
2115
15 "MAPLE
2142
15 "MAP
2170
15 "POPLAR
2197
16 "OAK
2116
10 "OAK
2143
19 "OAK
2171
4 "TWINOAK
2198
20 "OAK
2117
13 "GUM
2144
15 "HICKORY
2172
12 "POPLAR
2199
15 "OAK
2118
12 "OAK
2146
14 "OAK
2173
5 "QUADOAK
2200
17 "OAK
2119
15 "BEACH
2147
14 "POPLAR
2174
10 "MAPLE
2201
15 "OAK
2120
15 "GUM
2148
12 "GUM
2175
10 "GUM
2202
18 "OAK
2121
14 "MAPLE
2149
10 "MAPLE
2176
12 "POPLAR
2203
24 "OAK
2122
4 "TRIPMAPLE
2150
12 "GUM
2177
10 "OAK
2204
12 "OAK
2123
18 "POPLAR
2151
12 "GUM
2178
11 "MAPLE
2205
12 "OAK
2124
15 GUM
2152
13 "POPLAR
2179
26 "OAK
2206
1 20 "OAK
2125
8 "DBLMAPLE
2153
13 "MAPLE
2180
15 "OAK
2207
15 "OAK
2126
10 "GUM
2154
12 "OAK
2181
17 "OAK
2208
22 "OAK
2127
15 "GUM
2155
12 "POPLAR
2182
18 "OAK
2209
12 "OAK
1
- / - - rn Uj
© /`' Approximate Location I y cl \ 1^ 1
- -/ © Exi ting 8" DIP Water Main I I o Iii i -
- - -- 1
I I
I, I
PL
20'
3" MA E 13" PINE
O
6 " OPINE
20' 3" M LE 4" MAPLE
012" PINE 4" PINE
20'X 20' TREE SAMPLING AREA
N.T.S.
SOIL LEGEND
WSC WHITE STORE
CC CARTECAY
GENERAL NOTES
! --------
I II I I
I '
�o
1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION BASED ON FIELD SURVEY BY S.D. PUCKETT &
ASSOCIATES, P.C.
2. THIS SITE HAS ACCESS TO WATER, SEWER AND ELECTRICAL UTILITY SERVICES.
3. NO NATURAL OR HISTORIC SITES HAVE BEEN IDENTIFIED ON OR ADJACENT TO THESE PROPERTIES AS PER
DURHAM COUNTY NATURAL INVENTORY MAPS OR DURHAM HISTORIC RESOURCE MAPS.
4. SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN (F /J -B OVERLAY).
5. SITE IS NOT LOCATED WITHIN ANY 100 YR- FLOODWAY FRINGE PER FEMA MAP #3720072700K, REVISED
FEBRUARY 7, 2007.
6. THERE ARE NO STEEP SLOPES (25% OR GREATER) WITH THIS SITE AS DEFINED PER THE DURHAM UDO.
7. THERE ARE NO EXISTING GREENWAYS OR TRAILS PRESENT OR PROPOSED FOR THIS SITE AS PER THE
DURHAM OPEN SPACE AND TRAILS MASTER PLAN.
SITE OWNER INFORMATION
PROPERTY
PIN
PARCEL 10
OWNER
ZONING
USE
ACREAGE
1
0727 -03 -24 -0157
150787
SYVONGSA, PHOUVANG
RR
VACANT
9.51 AC.
B
0727 -03 -14 -9807
150904
& SANDY
RS -10
SINGLE FAMILY
0.28 AC.
ADIOINER INFORMATION
PROPERTY
PIN
PARCEL ID
OWNER
ZONING
USE
ACREAGE
A
0727 -03 -14 -6281
150759
MKG LLC
RR
SINGLE FAMILY
11.29 AC.
B
0727 -03 -14 -9807
150904
BAKER, MARY LAYNE
RS -10
SINGLE FAMILY
0.28 AC.
C
0727 -03 -14 -9897
150903
HAYDON, LEIGH T & ERIKA P
RS -10
SINGLE FAMILY
0.29 AC.
D
0727 -03 -24 -0897
150902
SICKEL, MICAH J &
JUEI -CHUAN KANG
RS -10
SINGLE FAMILY
0.29 AC.
E
0727 -03 -24 -1897
150901
AUJERO JR., MAURICIO R. &
RUSTICA B. AUJERO
RS -10
SINGLE FAMILY
0.28 AC.
F
0727 -03 -24 -2699
196013
LYONS FARM HOA
PDR 1.600
VACANT/HOA
0.98 AC.
G
0727 -03 -24 -3686
196010
LYNCH, BETTY & LINDA LOWE
PDR 1.600
SINGLE FAMILY
0.33 AC.
H
0727 -03 -24 -3536
196009
ZOLMAN, MEGAN M.
PDR 1.600
SINGLE FAMILY
0.34 AC.
1
0727 -03 -24 -3447
196008
DOSCHER, JEFFREY S. &
KERRI E.
PDR 1.600
SINGLE FAMILY
0.32 AC.
J
0727 -03 -24 -2247
196014
LYONS FARM HOA
PDR 1.600
VACANT/HOA
0.24 AC.
K
0727 -03 -24 -3343
196007
ALSTON, KAREN FRASIER
PDR 1.600
SINGLE FAMILY
0.30 AC.
L
0727 -03 -24 -3233
196006
MULETA, MARK B.
& MITCHOW C.
PDR 1.600
SINGLE FAMILY
0.30 AC.
M
0727 -03 -24 -3144
195948
SAVER, MARLEY G. &
JOHN R.
PDR 1.600
SINGLE FAMILY
0.34 AC.
N
0727 -03 -24 -2057
195950
LYONS FARM HOA
PDR 1.600
VACANT/HOA
0.23 AC.
0
0727 -03 -24 -3074
195947
LUTTRELL, MICHAEL S.
PDR 1.600
SINGLE FAMILY
0.50 AC.
P
0727 -03 -23 -3784
211428
BUTLER, HERBERT L.
RR
SINGLE FAMILY
2.32 AC.
0
0727 -03 -23 -1405
207661
DURHAM PUBLIC SCHOOLS
RR
VACANT RES.
0.81 AC.
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
DIRECTION
CHORD
C1
5317.55'
134.70'
1 1'27'05"
S89'44'10 "E
134.70'
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE DATE DATE
x-
68
X 68
d..L
N
p�
GV
O
S
W-
EXISTING LEGEND
STREET LINE
PROPERTY LINE
WETLAND BUFFER LINE
SETBACK LINE
MAJOR CONTOUR
MINOR CONTOUR
SPOT GRADE
WETLANDS
TREE LINE
SITE LIGHT
HYDRANT
WATER METER
WATER VALVE
WATER MANHOLE
GAS VALVE
MANHOLE /YARD DRAIN /AREA DRN.
SANITARY SEWER W /MANHOLE
STORM DRAIN W /CATCH BASIN
WATER MAIN
FENCE
SOIL LINE
NAD 83
NAVD 88
0 25' 50'
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Land Corp and is not to be reproduced
or copied in whole or in part without
the expressed written permission of
Edens Land Corp.
NC LICENSE# C -2745
CARo
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- _
= i 27352
v 06/13/14
%�iA;• ....••
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fill
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
AND NOT RELEASED
FOR CONSTRUCTION
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SCALE
111=501
DATE
JUNE 13, 2014
DESIGN
DRAFT
CHECK
N/A
JSE
]BE
PROJECT NUMBER
1088 -001
SHEET NUMBER
EX -1

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I I Existing 50'x50' -- - - - - --
Pump Station =�
I I Easement —
I /I \
30' Durham County �.
Public SS Easement
Limits of Zone "X"
I I 30' PUBLIC (No Floodplain) ----- - - -- --
�. SS EASEMENT
I I —_
AKAL CREEK
[CURRENTLY UNDER CONSTRUCTION
r
FJ
� I
�J
_ � I
— — — — — — — _
---------------
i ---- - - - - -I
I
�— PIP, I I
I I r-
-
20 K/ W OPEN SPACE/
/ Intermittent ` — CONSERVATION AREA
I i DEDICATION Stream Buffer 1
From Top of Bank 20' STORM
SETTLING BASIN DRAINAGE
10' No —Build Setback EASEMENT
5' CONCRETE
SIDEWALK (TYP) 1S' I I
__ — i OPEN S— A E
35' -- I CONSERVATION AREA
WET POND i�� `�,001 -am - „s.�,�,�a�.�
I / END I
/ / L RETAINING I — 2.
WALL _ _
I I I 50' Public Service BEGIN / \ \ C \ I I I I I I I I I I II II I ❑ I I ► I I ❑ II I I
6,373 S.F. I I I
5,667 S.F.
6,299 S.F. Co. of NC Gas RETAINING 6,299 S.F.
ompany Easement WALL Tr I 7,549 S.F. 6,452 S.F. 5,775 S.F. ❑ 0 S.F. 6,299 S.F.
6299 SF ,
I I
SETTLING BASIN
� y i
1 ! OPEN SPACE/
CONSERVATION AREA
I �
I �
II I I
I I OPEN SPACE/ L I I I 6,299 S.F. I I 6,897 S.F. I 6,300 S.F. I I '' I I J L� L_ —� � _ I I ❑2 I
CONSERVATION , —� I I I � — I 5,807 S.F.
HC RAMP (TYP) —
AREA /_HC RAMP (TYP) _ _ 1 30” ROLLED — — —
C &G _ ��
6,395 S.F. —
I R35' �
R300 O
— — R46, 1
RAD � am
P '
I — R37.5' / / — CL 40
PUBLIC RIW 1 \
_ _ 0 5b' �`��• 6,717 S.F.
R46
10' OPEN R /yy �^� R/W OPEN SPACE/
SPACE 17 \ 5' CONCRETE 2 CONSERVATION AREA r /
OPEN SPACE/
5' WIDE / CONSERVATION AREA SIDEWALK (TYP) B g
I I , ASPHALT 8,372 S.F. \
WALKWAY
I j LYON'S FARM �' H
I I -
I
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rn
I
I I 131°-
�W ;
I I I °
PROJECT DATA
SITE INFORMATION
JURISDICTION
CITY OF DURHAM
EXISTING ZONE
RR
EXISTING USE
SINGLE FAMILY DWELLING
PROPOSED USE
SINGLE — FAMILY SUBDIVISION
PIN
0727 -03 -24 -0157
PARCEL ID
150787
GROSS SITE AREA
9.51 AC.
SCOTT KING R/W DEDICATION
0.14 AC.
NET SITE AREA
9.37 AC.
DEVELOPMENT TIER
SUBURBAN
LOT & PARKING INFORMATION
PROPOSED # LOTS
17
MINIMUM LOT SIZE
5,667 SF
MAXIMUM LOT SIZE
8,372 SF
AVERAGE LOT SIZE
6,476 SF
PARKING REQUIREMENT
2 SPACES DWELLING UNIT
DIMENSIONAL CRITERIA
MINIMUM LOT AREA
NONE
PERIMETER BUFFER
10' ABUTTING ZONE RS -10
STREET YARD SETBACK
8' MIN.
STREET YARD SETBACK (AT GARAGE FRONTAGE)
20' MIN.
SIDE YARD SETBACK
0' ADJACENT TO OPEN SPACE; 5' MIN. ADJACENT TO RESIDENTIAL LOT
REAR YARD SETBACK
25' MIN.
MAXIMUM BUILDING HEIGHT
35' MAX.
MINIMUM BUILDING SEPARATION
10' MIN.
CONSERVATION SUBDIVISION PROTECT DENSITY
NET SITE AREA = 9.29 AC 2.0 /AC X 9.29 = 18 LOTS
MAX. RR CONSERVATION SUBDIVISION DENSITY = 2.0 UNITS PER AC
PROPOSED DENSITY = 1.83 UNITS /AC (17 LOTS)
IMPERVIOUS CALCULATION
EXISTING IMPERVIOUS: 8,833 SF (2.13 %)
BREAKDOWN
IMPERVIOUS AREAS:
LOTS: 68,000 SF (16.41%) (4,000 SF / LOT)
ROADS: 25,894 SF (6.25% )
SIDEWALK: 4,497 SF (1.09 %)
PROPOSED IMPERVIOUS: 98,391 SF (23.75 %)
GENERAL NOTES
1. EXISTING CONDITIONS INFORMATION BASED ON FIELD SURVEY BY
S.D. PUCKETT AND ASSOCIATES. TOPOGRAPHY BASED ON DURHAM COUNTY GIS.
2. ALL DIMENSIONS MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
3. ANY BICYCLE PARKING SPACES REQUIRED WILL BE AS STORED SPACES INSIDE
THE SINGLE FAMILY RESIDENTIAL UNITS AS PERMITTED PER UDO SECTION
10.4.4.C.2.A.
PHANTOM LINK.
NOT BUILDABLE
I
I I
I LI
.N .L L - - --
LINKS
NODES RATIO = 2 = 2.00
LINK TO NODE DIAGRAM
N.T.S.
TYPICAL LOT LAYOUT
N.T.S.
10' PERIMETER BUFFER
(0.2 OPACITY) — TO
BE PROVIDED BY
—MIN_ WIDTH
NATURAL BUFFER
I �
I L—
I I
I I
I I
I �
I I
I I J
I I
I I
L - - --
' 40' PUBLIC RIGHT —OF —WAY
30"
ROLLED
8,5' L.0 RBA 23' BACK TO BACK
8" ABC STONE BASE
COMPACTED SUBGRADE
95% STANDARD PROCTOR
30 "
ROLLED
C URBV
8" ABC STONE BASE
COMPACTED SUBGRADE
95% STANDARD PROCTOR
1 '
1 '
1 '
1 '
1 '
1 '
1 '
1� 1
1 '
1 '
1 '
1.0" S9.5A (FINAL LIFT)
1.5" S9.5B (INITIAL LIFT)
2_00%
TYPICAL SECTION - ROAD 'A'
N.T.S.
PIN: 0727.03.24.0157, PARCEL ID: 150787
�N
30"
ROLLED
CURB" 8.5'
3.5' C�
2'•
5" CONCRETE
SIDEWALK
50' PUBLIC RIGHT —OF —WAY
30"
ROLLED
27' BACK TO BACK CURB',,
if1.0" S9.5A (FINAL LIFT)
1.5" S9.58 (INITIAL LIFT)
2_00% 2.00%
TYPICAL SECTION - SILK TREE LANE
N.T.S.
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGNEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE DATE
5" CONCRETE
SIDEWALK
PROPOSED LEGEND
SETBACK LINE
TRAFFIC SIGN
CURB AND GUTTER
RETAINING WALL
SIDEWALK
o GUARD RAIL
PICKET FENCE
CHAIN LINK FENCE
X X X BARBWIRE FENCE
SEWER EASEMENT
-------------- - - - - -- STORM EASEMENT
NAD 83
i
0 25' 50'
i
LOT LINE
25' REAR
z
YARD
10' X 12'
SETBACK
CONCRETE
PATIO
I I I
I
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HOUSE
I
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I
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VARIES
I
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5'
SIDE
I
I YARD
I
I SETBACK
I
II
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20' STREET
z
YARD SETBACK
z
(AT FRONT
OF GARAGE)
R/W
-
-
4— MIN.
BOC
TYPICAL LOT LAYOUT
N.T.S.
10' PERIMETER BUFFER
(0.2 OPACITY) — TO
BE PROVIDED BY
—MIN_ WIDTH
NATURAL BUFFER
I �
I L—
I I
I I
I I
I �
I I
I I J
I I
I I
L - - --
' 40' PUBLIC RIGHT —OF —WAY
30"
ROLLED
8,5' L.0 RBA 23' BACK TO BACK
8" ABC STONE BASE
COMPACTED SUBGRADE
95% STANDARD PROCTOR
30 "
ROLLED
C URBV
8" ABC STONE BASE
COMPACTED SUBGRADE
95% STANDARD PROCTOR
1 '
1 '
1 '
1 '
1 '
1 '
1 '
1� 1
1 '
1 '
1 '
1.0" S9.5A (FINAL LIFT)
1.5" S9.5B (INITIAL LIFT)
2_00%
TYPICAL SECTION - ROAD 'A'
N.T.S.
PIN: 0727.03.24.0157, PARCEL ID: 150787
�N
30"
ROLLED
CURB" 8.5'
3.5' C�
2'•
5" CONCRETE
SIDEWALK
50' PUBLIC RIGHT —OF —WAY
30"
ROLLED
27' BACK TO BACK CURB',,
if1.0" S9.5A (FINAL LIFT)
1.5" S9.58 (INITIAL LIFT)
2_00% 2.00%
TYPICAL SECTION - SILK TREE LANE
N.T.S.
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGNEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE DATE
5" CONCRETE
SIDEWALK
PROPOSED LEGEND
SETBACK LINE
TRAFFIC SIGN
CURB AND GUTTER
RETAINING WALL
SIDEWALK
o GUARD RAIL
PICKET FENCE
CHAIN LINK FENCE
X X X BARBWIRE FENCE
SEWER EASEMENT
-------------- - - - - -- STORM EASEMENT
NAD 83
NAVD 88
0 25' 50'
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This drawing is the property of Edens
Land Corp and is not to be reproduced
or copied in whole or in part without
the expressed written permission of
Edens Land Corp.
NC LICENSE# C -2745
CAR
AL -
= 27352
v '• 06/13/14 �
.;�G I NE�
\:
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
AND NOT RELEASED
FOR CONSTRUCTION
io o
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SCALE
1 " =50'
DATE
JUNE 13, 2014
DESIGN
DRAFT
CHECK
JRB
JSE
JBE
PROJECT NUMBER
1088 -001
SHEET NUMBER
SP -1

PIN: 0727.03 - 24.0157, PARCEL ID: 150787 NAD 83
NAVD 88
I I I
SEE IMPACT AREA #1 EXHIBIT
Inv In = 243.37 0 25' 50'
'rfV-E)u+- s- 24Z_2_7 - \ \�_ - - - / r- - - - --
I I - L\7--,NEW-=-2 3.37 - - _
/ _"' - -- _ _ - ASTI G•���`` �\ �\ Existing 8" PVC SS SS MH
�/ / �� / - -_ e COUNTY �\ �� �\ g Rim = 259.81
��' o ��� � EASEMENT \\ \ \ �- - - - I
18" RCP I - �i ���/ / ,5• \� �� \ \ I
Inv.= 251.60 I / I �� '� / /�' S �/ �'��� \� �\ \ S\S 444 \\ \ ���� _� SS MH , Inv Out = 249.01 I J
i � Inv n = I
� S \ f .kn 23.31 \ \ �` Rim = 256.52
Invir>\ 244.76 Inv In = 246.82
\ �� �\ Inv Outer 24.6 Inv Out = 246.72
_ _ cn
\ - - - - I 1 %
OFF -SITE PUBLIC ,y \ CONNIE 7 TO EXISTING \ \ - - -- S \� _ _ _ - - - \ _ - -_ -,- \ 1 w
UTILITY EA FMENT �� MANHOL CORE DRILL - - - - _\ $ S
RECENTLY RELoRD D ' ��` AND IN WITH`° `- - - - S _ j -�- _- _ _ _ -- - - - - -- x� \�`/ - - - - --' ; - - - -- -- /
/ i--- - - - - -� - - - -- Q
/ \ I / ✓ �/ FLEXIBLE RUBBER BOOT. , / �� \ - ����_ - - - -_ _ -_ - -- - ± ` /- \ -- - - - - --
_ _ 1 /
18" RCP J II II III // PROP 30 - -- - - -- ` \ - - / ,-- - - - - -- \- - -- ---- - - - - -- I
PROPOSED CITY OF � �
J
/nv.= 249.6 I r IIIIIl 1 , �!/ / �� DURHAM EAL�M1
-NT-
DURHAM i _ \ \`\ \�- -�- - -- ------ - - - - -�
48" RCP \ 11 �Illh T /// - _ PVC 'S (TYP) // \ �`. / 1
Inv.= 245.20 � \ � I Ill / / �_ - ` \ ,�� - - - - -- -- � I
I�Ih II / I11 / <_ - - /�� /" - /� \ 30'-9u`am County _- // JJ ,- -_ \\ I 1 i /- / I- - - - - -- I
Public SS- Easement
(PB 113/PG 176r
I II nv.= ?x$5.66 (\ \ j�/ / \ // �rmit t - - - -- / (ox Q /J / % -�J /
I III I I I I I 4 FiCP \/ / // / i - /� - - \�`, \✓ /'/ FrStre�mP Bff Barrk � �I /� - - - - - -,
i - -J
48" RCP III I I I �II In = 2\45.1 % -�-
/ \ / / \� - -' -_/ 10' No -Build Setba k / �(�- �-
Inv.= 245.27 II I" '
III IIII � / � / v � / � - --
Approximate Location
Existing 12c IIII I I v' J
III I I �I �`T --- � J • ' // / \ ' - -- `'_I ,.
Water Main
/PROPOSED 30' C,17OF /_
/ \\ / _ DURHAM EASEMENT
/�GVET PO.NI� I \./ %� _ -r- _ _ _ _ _ -
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III / � � \ til ® /'� �/ / /-� - -- '(� � �T - - --
III I III 50' Public Ser�ic --
II I II Co. of NC G // / , \ I /i _� \\ \ \ / 7 /'I \1\ \ /i �' /- l� I I_ - ---- _
/AI I A\ I I ompany yFasr Q / // 15 / \ �T / -� \ ©\ I +I // - 9 g�.l I }/� /� / I �►. \ \ CLEA PO CT & // '� / ��Q�j - -I - --
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/� // I L_ -_ - -__� I \1;' wA�Ei� & \ - 8„ �, E-► \\ BLOCK
/ / -� / I I ��� / 1- I 3�4 �cu vI�TYP) IL -/
48" RCP----) I I I )I 11 / /'� I 6p/ „ / /- �\ 1 /\ ,� _ �_ = \\ _ -
Inv.= 254.86 I = 1 / y / //2 1 BLOWUP \,`/ i I S�N) ��� \ \ I- / - I 1 I (/ / 1<11
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1 �� / \ \ 1
S
W - -/ S - - - - -I /
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/ I /
48" RCP I /\ I ` �II '� \ / / / / \ \ I ` � I I FH & WV x C
Inv.= 243.25 III I I 1 II \ J / // // / - -- /�/ \III /�'' \ 8" - -� \ \ I J 2,01 14 -- (FH 18 , \\ \ \ / I Q I L
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-27 Approximate Location -Zi
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Ex i ting 8" DIP Water Main i' I � ,r \\ \ \\ \�% \ \\ \\ / I I W O
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I I I I I / / This drawing is the property of Edens
Land Corp and is not to be reproduced
or copied in whole or in part without
the expressed written permission of
GENERAL UTILITY NOTES DURHAM COUNTY UTILITY NOTES Edens Land Corp.
1. ALL CONSTRUCTION TO CONFORM TO CITY OF DURHAM STANDARDS AND SPECIFICATIONS. 1. THIS PROJECT IS LOCATED IN THE DURHAM COUNTY SERVICE AREA AND IS SUBJECT TO THE NC LICENSE# C -2745
DURHAM COUNTY SEWER USE ORDINANCE.
2. CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO
TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO 2. DURHAM COUNTY WILL NOT SIGN THE ALLOCATION APPROVAL UNTIL CAPITAL RECOVERY FEES
. C�� /�';/
STRUCTURED, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE ARE PAID AND CONSTRUCTION PLANS ARE APPROVED.: pF •••• -9
EASEMENT EXCEPT ACCORDING TO THOSE TERMS. ;Q
3. CONSTRUCTION PLANS FOR THIS PROJECT WILL NOT BE APPROVED UNTIL CAPITAL RECOVERY = AL -
3. STATE WATER AND /OR SEWER PERMITS ARE REQUIRED. CITY OF DURHAM SHALL REVIEW AND FEES HAVE BEEN PAID. 27352 =
APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO SUBMITTING THEM TO THE STATE FOR 06/13/14
APPROVAL. 4. ALL SANITARY SEWER SHALL BE IN ACCORDANCE WITH CITY OF DURHAM STANDARDS AND = �'•• �cN
SPECIFICATIONS. NOTE: CONTRACTOR TO VERIFY EXISTING '�,Q GINE•
4. ALL WATER AND SEWER MAINS ARE PUBLIC. INFORMATION PRIOR TO CONSTRUCTION.
5. PROPOSED SANITARY SEWER WILL BE CITY MAINTAINED BUT CONNECTS TO COUNTY MAINTAINED NOTIFY ENGINEER OF ANY DISCREPANCIES B „
5. ALL NEW SANITARY SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. SEWER. FINAL DRAWING
FOR REVIEW PURPOSES ONLY
6. ALL WATER SERVICE LINES ARE 3/4" CU COPPER PIPE. AND NOT RELEASED
FOR CONSTRUCTION
7. MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0.50 %. CITY OF DURHAM
PUBLIC WORKS DEPARTMENT rn
8. ALL SANITARY SEWER SERVICE LINES ARE 4" PVC PIPE UNLESS OTHERWISE NOTED. APPROVED J'� z
9. SANITARY SEWERS SHALL BE LAID AT LEAST 10 -FEET HORIZONTALLY FROM ANY EXISTING OR ENGINEERING DATE W N LLn
PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES STORM wATER DAh U 00
WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 -FOOT SEPARATION, THE CITY OF DURHAM z r
MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS, IF SUPPORTED BY DATA FROM THE iRR�NSaoRTnnaN oAIE -
DESIGN ENGINEER. SUCH DEVIATION ON MAY ALLOW THE INSTALLATION OF THE SANITARY DATE [ � 0 Q M_
SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER MAIN IS IN A SEPARATE D�� �/ J = F
TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY W L;.I 5 a'
SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18- INCHES Q >
ABOVE THE TOP OF THE SEWER. LLJ a
10. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS PROPOSED LEGEND 0 w
DESCRIBED ABOVE OR ANYTIME THE SANITARY SEWER IS OVER THE WATER MAIN, BOTH THE I- O
WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING U
SANITARY SERVICE y�o FIRE HYDRANT 0 cn 0
WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 -PSI r z
TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING. wM WATER METER z p Q
5' MIN,
11. A 24 -INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND Wv WATER VALVE � m Z
SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. A 12 -INCH VERTICAL SEPARATION D4 W _ w
SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS. sFP BACKFLOW PREVENTER L j o
1. IF A 12 -INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN sArl SAN °GV GAS VALVE z g �
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 0 CATCH BASIN 0 N �
WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING. 1 I I z
8 0 YARD INLET, AREA DRAIN Lj.I N
12 SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM SANITARY PIPE
VERTICAL DISTANCE OF 24 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN O SAN SANITARY SEWER W /CLEANOUT
AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED SCALE
SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE SANITARY SERVICE s SANITARY SEWER W /MANHOLE
FROM THE WATER MAIN JOINTS.
Q FLARED -END SECTION 1"
=SO
13. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STORM DRAINAGE PIPE DATE
STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED. w WATER MAIN JUNE 13, 2014
1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SERVICE CONNECTION DETAIL
SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO DW DOMESTIC WATER DESIGN DRAFT CHECK
BACKFILLING, OR AFL JSE JBE
2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A FP FIRE PROTECTION WATER
WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE FM PROJECT NUMBER
CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE FORCE MAIN
SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER G GAS MAIN 1088 -001
MAIN CONSTRUCTION.
ETC ELECTRIC, TELEPHONE, CABLE SHEET NUMBER
14. ALL UTILITIES MUST BE INSTALLED UNDERGROUND. _- UTILITY POLE UT-1

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PLAN VIEW - SILK TREE LANE
SCALE: 1 " =40'
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ER MAID
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SILK TREE LANE
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Water Main I \
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AD = 10.00%
280 K = 2.00
20.00' VC
LOW POINT STA. = 10 +38
FLOW POINT ELEV. = 264.72
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/
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83
NAVD
— CONNECTITO EXISTING
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40' -15" RCP �
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REMOVE EXISTING
1ou
WATER MAIN
Lou,
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PROPOSED
8" DIP
WATER MAIN
<
I
/
260
I
260
LL-
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45° BEND
280
270
PROFILE VIEW - SILK TREE LANE
SCALE: 1 " =40' H
1 " =4' V
I / /
/
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/ / / / / I
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PIN: 0707 -01 -27 -3502, PARCEL ID: 143082
PIN: 0707 -01 -27 -6476, PARCEL ID: 143077
PLAN VIEW - MH -2 to Ex. MH
SCALE: 1 " =40'
270
260
250
240
230
i
i
n70
0 +00 1 +00 2 +00 3 +00 3 +73
PROFILE VIEW -MH -2 to Ex. MH
SCALE: 1 " =40' H
1 " =4' V
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES
30
50
H -2
TA. =3 +72.99
IM= 261.23
IV. IN= 250.92(MH -3)
IV. IN= 250.91(MH -6)
IV. OUT= 250.82(MH -1)
10
50
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE
DATE
NAD
83
NAVD
— CONNECTITO EXISTING
0 20' 40'
V)
J
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WATER MAIN
40' -15" RCP �
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REMOVE EXISTING
Q
WATER MAIN
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8" DIP
WATER MAIN
<
260
260
LL-
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45° BEND
Lu
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45° BEND
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24' -15" RCP
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12" MIN.
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SEPARATION
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10 +00
11 +00
12 +00
W
12 +85
PROFILE VIEW - SILK TREE LANE
SCALE: 1 " =40' H
1 " =4' V
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/
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/ / / / / I
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PIN: 0707 -01 -27 -3502, PARCEL ID: 143082
PIN: 0707 -01 -27 -6476, PARCEL ID: 143077
PLAN VIEW - MH -2 to Ex. MH
SCALE: 1 " =40'
270
260
250
240
230
i
i
n70
0 +00 1 +00 2 +00 3 +00 3 +73
PROFILE VIEW -MH -2 to Ex. MH
SCALE: 1 " =40' H
1 " =4' V
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES
30
50
H -2
TA. =3 +72.99
IM= 261.23
IV. IN= 250.92(MH -3)
IV. IN= 250.91(MH -6)
IV. OUT= 250.82(MH -1)
10
50
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE
DATE
NAD
83
NAVD
88
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This drawing is the property of Edens
Land
Corp and is not to be reproduced
or copied
in whole or in part without
the expressed
written permission of
Edens Land Corp.
NC LICENSE# C -2745
\ \\ \11111111,,
•'
=
AL
' 27352
L,% 05/16/14
;-7, ,;�% GINE!; - ,
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FINAL DRAWING
FOR REVIEW PURPOSES ONLY
AND NOT RELEASED
FOR CONSTRUCTION
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SCALE
1" =40'
DATE
MARCH 14, 2014
DESIGN
DRAFT
CHECK
AFL
AFL
]BE
PROJECT NUMBER
1033 -001
SHEET NUMBER
PR -2