NCC240719_Site Plan or Location Map_20240313

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SHEET INDEX VICINITY MAP
NOT TO SCALELI
COVER SHEET C-1 C - o
EXISTING CONDITIONS AND DEMOLITION PLAN C-2 SITE DEVELOPMENT PLANS
PRE DEVELOPMENT DRAINAGE MAP C-2A t '
POST DEVELOPMENT DRAINAGE MAP C-2B
OVERALL EROSION CONTROL PLAN C-3 FOR
EROSION CONTROL PLAN C-3A y, 9)
EROSION CONTROL PLAN C 36 MANGUM FARMS SUBDIVISION .,_ .o
EROSION CONTROL PLAN C-3C __ „,
OVERALL SITE&UTILITY PLAN C-4 k 4
SITE&UTILITY PLAN C-4A STEM, NC 27581
SITE&UTILITY PLAN C-4B "
SITE&UTILITY PLAN C-4C SITE c1° •
Released for Construction on __ /
OVERALL GRADING&DRAINAGE PLAN C-5 01/18/24
GRADING&DRAINAGE PLAN C-5A •0 ' •!4 �' CO CS
GRADING&DRAINAGE PLAN C-5B - ,
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GRADING&DRAINAGE PLAN C-5C ,__^r•
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OVERALL STORMWATER MANAGEMENT PLAN C-5D t © O, 2 lih' <£_°<�
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DIAMOND DRIVE PLAN&PROFILE STA 0+00-13+00 C-6A GENERAL NOTES: cio1 t, LLf g,,,,Hp
DIAMOND DRIVE PLAN&PROFILE STA 13+00-18+18 C-6B ®� dz o °z<sg %« E
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE TOWN OF STEM,SGWASA,AND NCDOT STANDARD SPECIFICATIONS. O� g a°w w p�rc°i w p
COMMON OAKS DRIVE PLAN&PROFILE C-6C /_ t2e AT,60 3oo 2 AND A GRADETRUCTURES AS DIRECTED BYE THE ENGINEER IN ORDER TOO PROVIDE A PROPER TIE-IN.T.GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING,ENDING, w t J'� . 'm°_
RICHMOND RUN PLAN&PROFILE C-6D � N
ROSS DRIVE PLAN&PROFILE C 6E 3. UNDERGROUND UTILITIES MAY EXIST ON,ALONG OR WITHIN CONFLICT OF THIS PROJECT.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE
APPROPRIATE UTILITY COMPANIES 3 FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION.THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING UTILITIES PRIOR f
DYE WAY PLAN&PROFILE C 6F TO CONSTRUCTION.IN CASE OF CONFLICT,NOTIFY ENGINEER AND DO NOT CONSTRUCT.
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4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE:OFFSITE BORROW OR WASTE MAY BE REQUIRED. SURVEY CONTACT OWNER/DEVELOPER 1:2
MASON COURT PLAN&PROFILE C-6G HAWKEYEGEOMATICS ST.BOURKE
5. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY,COUNTY AND STATE BUILDING CODES. AARON PERKINSON ADAM MITCHELL S @1
RICHMOND RUN TO MASON CT&DIAMOND TO COMMON OAKS C-6H PROFESSIONAL LAND SURVEYOR L-5172 1123ZONOLITE ROAD NE,SUITE 30 w Z w W6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES,ABOVE AND BELOW GROUND.THE CONTRACTOR 1351 MAIN STREET ATLANTA,GA 30306 iF ZF o
SITE DETAILS D-1 IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION,AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THAT P.O.BOX 1187 [phone] Z
THE SITE REMAINS AESTHETICALLY ACCEPTABLE. OXFORD,NC 27565 ym
SEWER DETAILS D-2 919)339-4128
7. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA. w. w E. -R
SEWER DETAILS D-2A a= it=
8. THE CONTRACTOR SHALL GRADE,SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ENGINEER CONTACT - . C IS) oo m Li
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WATER DETAILS D-3 ESPECIALLY SLOPES.SEE EROSION CONTROL INSTRUCTIONS,IF APPLICABLE.
SUMMIT DESIGN&ENGINEERING SERVICES
EROSION CONTROL DETAILS D-4 606MA B BROAD
S STREET,S
9. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS,NOTIFICATIONS,STANDARDS AND POLICIES. -s-///�
SOUTH BDON, A 24592SUITE \N• .C2,°Z4
10. ANY SUBSTITUTIONS,CHANGES,OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER,PLANNING DEPARTMENT STAFF,AND DEVELOPER. SOUTH BOSTON,VA 24592 _' •N
SKIMMER BASIN STANDARD DETAILS D 5 (434)5794604(PHONE)
11. PRIOR TO BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCT.THE [e-mail] f i
SKIMMER BASIN DETAILS BASIN#2A&#4 D 6 CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS.REQUIRED PERMITS MAY INCLUDE,BUT ARE NOT , a `ALr.
SKIMMER BASIN DETAILS LIMITED TO:CITY/COUNTY APPROVALS/PERMITS,NCDOT PERMITS,DRIVEWAY PERMITS,EROSION CONTROL PERMITS,NCDENR PERMITS,ENVIRONMENTAL /
BASIN#5A&#5C D 7 PERMITS,STREAM CROSSING PERMITS,USACE/DWQ PERMITS,AND STORMWATER PERMITS.IF THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, I l 'b a
OR THE NEED FOR A PERMIT,HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 9
UTILITY PLAN REVIEW FEES PUBLIC SERVICE CONTACTS: N- P (‘ �
SKIMMER BASIN DETAILS BASIN#6A&#7A D 8
WETLAND#2A DETAILS D-9 12. THE GDING
CONDITIONS OFONTTRAC THOSE PERMITS.
TE CONTRACTOR SST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE NPDES PERMIT ONSITE.HE MUST READ AND FOLLOW THE A SEWER FORCEMAIN 1,070 LF WATER: SGWASA W HP it
BWETLAND#4 DETAILS D-10 WATER MAINA 6,234 LF 415UCENTRAL NC 27509 1
13. THE CONTRACTOR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION.NOTIFY ENGINEER OF ANY VARIATION OF FIELD ELEVATIONS. C SEWER MAIN 6,568 LF BUTNER,33 77509
TOTAL 13,872 LF [phone]
WETLAND#5A DETAILS D-11 14. SURVEY BOUNDARY AND LOCATIONS PROVIDED BY HAWKEYE GEOMATICS(AARON PERKINSON),DATED MAY 4,2021. FEE $11,872 d,
SEWER: 4GWASA
WETLAND#5C DETAILS D-12
FEE BASED ON$1000 FOR 1ST 3,000 LF&$1/LF AFTERWARDS 415 CENTRAL AVE.
BUTNER,NC 27509 W
WETLAND#6A DETAILS D-13 [phone]
WETLAND#7A DETAILS D-14 ELECTRIC: TREVORDUKE WELBERGY AM
TREVOR WELBORN ry
SEWER PUMP STATION DETAILS D-15 [phone](0)919)830-2502(C( t
SEWER PUMP STATION DETAILS D-16 TELEPHONE: E ^
CENTURY LINKT,NC W F.
WAKE FORES 27587 0
SEWER PUMP STATION DETAILS D-17 [phone] Cr.
CABLE: TIME WARNER CABLE a 0,
EPA STORMWATER REQUIREMENTS D-18 [phone] v a u°�a
CONSTRUCTION SEQUENCE: N
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N4, ROADWAYS: TOWN OF STEM - .�
RENEE GREEN
102 TALLY HO ROAD
STEM,NC 27581 b V
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NCDENR LANE APPROVED ITY-9CONSTRU01I PRIOR T.A ZONING COMPLIANCE DISTURBING FROM THE TOWN OFSTEMDAND ANNCDENR CONTROL
(PERMIT ON CO CERTIFICATE
OF COVERAGE
(COC(MUSTEE TA OFFORGANYILAD DISTURBING
Y. ACOT OFNCLUDING TMBERINTHN DEMOLITION)
ION)OC CONSTRUCTION.0 CONTACT OBTAINNhW
[phone] �
OBTANRD B FILLING
OUT HE91 WEEK TICE OF
INITENIATINGT(E.N I(FORMDEO.N.GOVNCG EROSIONASNO SEDIMENT EE-NOI FOR ON)Y BE LD A ONC ICHE NS HAVE E A)P OV D.E OBTAINEDCOO THEEFORE ANY PERMID COC. D ACTIVITIESARDCOPY OF(INCLUDING PLAN MUSTANDNG KEPT ONIONE,PREFERABLY
IN CAN BE R �'� N 7
PERMITS FIND ELECTRONICDURING INSPECTION.
OFINTENT(E-COI)FORM AT DEQ.NC.GOV/NCG0I.PLEASE NOTE,THEE-COI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.ACOPV OF E&SC PERMIT,THE COC,ANDA HARD COPY OF THE PLAN MUST BE KEPT ON SITE,PREFERABLY IRA
PERMITS BOX,AND ACCESSIBLE DURING INSPECTION. 4. ' PLANNING: TOWN OF STEM ` J
�" +, �7P'as MIKE CONTI
2. PER NPDES REQUIREMENTS,A RAIN GAUGE,SELF-INSPECTIONS RECORDS,PERMIT,CERTIFICATE OF COVERAGE,AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF h� 102 TALLY HO ROAD c
PROJECT.(NCGOI PART III SECTIONS A AND 8,ISA NCAC 048.0131)SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH.ANY NEEDED REPAIRS SHALL BE 9�3 / ,'-♦ STEM,NC 27581 Z
MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.ARAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. OR Collisi1n Center 11 -- [phone] O
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3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE/EXIT AND MAINTAIN PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,STATE AND LOCAL GUIDELINES.ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROPERTY AT THIS LOCATION. EROSION CONTROL:NCDENR
4. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN.INSTALL SILT FENCING AND ALL SILT FENCE OUTLETS AS SHOWN,AND PROVIDE SUPPLEMENTAL OUTLETS AS NEEDED IN LOCATIONS WHERE FIELD CONDITIONS INDICATE AREAS WHERE SITE RUNOFF WILL POND. ,,, 1628 MAIL SERVICE CENTER vJ
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RALEIGH,NC 27609
5. TREE PROTECTION FENCING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE CLEARING/DISTURBANCE LIMITS WHERE THE LIMITS ARE ADJACENT TO EXISTING VEGETATION AND NO SILT FENCE IS REQUIRED. (919)7914200 II
B. INSTALL DIVERSION DITCHES&SKIMMER BASINS PER PLANS.ALL DITCHES SHALL BE LINED WITH MATTING.DITCHES SHALL BE MATTED/LINED PER THE DIVERSION SCHEDULE TO THE TOP OF BANK.SMALL DITCHES THAT DID NOT MAKE THE SCHEDULE REQUIRE NAG 3150 OR EQUAL I; F STORMWATER: STIMMEL&ASSOCIATES
/ KELWAY L.HOWARD,III
7. TEMPORARILY SEED,MULCH,ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY AFTER CONSTRUCTION.INSURE THAT DIVERSION TRANSITION AREAS INTO SEDIMENT BASINS ARE LINED AND STABILIZED AND THAT DIVERSIONS AND LINING EXTEND INTO BASINS. t' j '.0 L -` 601 N.TRADE STREET //��Jf��
� WINSTON SALEM,NC 27101 14
8. ANY BARE SOILS BETWEEN THE DOWNSTREAM TOE OF BASIN OR DIVERSIONS ARE TO BE IMMEDIATELY SEEDED,MULCHED AND TACKED AFTER INSTALLATION. '' PIN..067602656500 [phone] x112 I-'1
•_ DB 01498 PG 0666
9. DOWNSTREAM SLOPES WILL BE COVERED WITH A SUITABLE RECP IMMEDIATELY AFTER SEEDING. ili° /RING:R-1 SINGLE-FAMILY RESIDENTIAL
54.63 ACRES ? - (n
10. WHEN THE EROSION CONTROL DEVICES ARE STABILIZED AND VEGETATION IS ESTABLISHED,CONTACT NCDENR LAND QUALITY-(919)7914200 FOR ONSITE INSPECTION AND APPROVAL ! v - - (",Cr)11. BEGIN CLEARING AND GRUBBING OF THE VEGETATION AND DEMOLITION OF OTHER SITE ITEMS AS SHOWN ON THIS SHEET AS WELL AS THE EXISTING CONDITIONS P .DISPOSE OF ALL WASTE MATERIALS IN ACCORDANCE WITH THE APPROVED SOLID WASTE MANAGEMENT PLAN AND ALL APPLICABLE GUIDELINES OF497- - - �i v
GRANVILLE COUNTY.WHEN EXISTING PIPES ARE REMOVED THE AREA SHOULD BE FILLED AND IMMEDIATELY STABILIZED. __ - Frz•
12. PREPARE A SOIL STOCKPILE/SPOIL AREA AS SHOWN ON PLANS. 1
13. BEGIN CUT/FILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS. :.•.`-_ y/
14. CONTRACTOR SHALL REPOSITION DIVERSIONS AS FILL CHANGES THE GRADE AND ALTERS THE DRAINAGE AREA. /! .. al 11
15. TEMPORARY SEED AS CONDITIONS WARRANT THE NEED IN AREAS WITH NO CURRENT WORK. / 4 t ! 0 W
16. INSTALL UTILITIES AND STORM SEWER AS CUT/FILL ACTIVITIES PROMOTE. ,_�.• f'-� x..- ' ^$!+ x
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17. DURING INSTALL OF FORCEMAIN AND GRAVITY SEWER ACROSS THE CREEK THE CONTRACTOR SHALL INSTALL SILT FENCE ALONG THE TOP OF BANKS ALL ROOT BALLS SHALL BE LEFT IN PLACE ON CREEK BANK SLOPES. limotemat4 _:-- 1 N
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18. CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES AFTER RUNOFF PRODUCING STORM EVENTS.NO DISTURBED AREA IS TO BE LEFT WITHOUT PROTECTIVE COVER(MULCH OR STRAW/TACK)AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES PER THE TIME FRAMES - - -. [--1 Z W
ESTABLISHED IN THE STABILIZATION CHART ON THIS SHEET.DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES,ANY DISTURBED AREAS SHALL BE PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART SHOWN BELOW.DISTURBED AREAS FOR ANY PORTION OF THE SITE SHALL BE -� I w \
STABILIZED WITHIN 7 DAYS UPON COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES IN THAT AREA. 6 Z `I /O
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IS. NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF NCDENR LAND QUALIT (919)7914200.PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.AFTER SITE IS PERMANENTLY STABILIZED,REMOVE ALL TEMPORARY EROSION CONTROL 'f O 5 H-
MEASURESANDPROVIDEPERMANENTSEEDINGWHERETEMPORARYMEASURESHAVEBEENREMOVEDANDGROUNDCOVERISNOTADEQUATE.SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED."(GS113A57(3),15A NCAC 048.0113) ` 1,-- U Ir-I (7 `U I
20. UPON ACHIEVING ROUGH GRADE OF FINISHED ELEVATIONS AND COMPLETION OF ROADS,CONVERT TEMPORARY DIVERSIONS AND BERMS TO FINISHED GRADES AS SHOWN AND APPLY TOPSOIL A MINIMUM OF 4"THICK TO ALL AREAS REQUIRING PERMANENT VEGETATION.
- - _ PROJECT NO.
21. APPLY PERMANENT SEEDING AND FERTILIZER TO ALL FINISHED AREAS PER THE DETAILS SHEET. t. W.
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22. INSTALL BLANKET MATTING ON ALL SLOPES 3:1 OR GREATER.WHEN THE SITE IS STABILIZED,AND VEGETATION IS THRIVING,CONTACT NCDENR LAND QUALITY-(919)7914200 FOR ONSITE INSPECTION AND APPROVAL PRIOR TO REMOVAL OF ANY SEDIMENT AND EROSION CONTROL DEVICES.MAT SLOPES IN SUMMER AND
WINTER.GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS,WHEN UNFAVORABLE WEATHER CONDITION PREVENT ESTABLISHMENT OF VEGETATED GROUND COVER. - DRAWING NAME:
23. REMOVE SKIMMER BASINS AND INSTALL WETLANDS AS SHOWN ON THE PLANS,AFTER PERMISSION FROM EROSION CONTROL INSPECTOR.ALL BASINS AND DITCHES SHALL BE MAINTAINED THROUGH FULL PROJECT BUILDOUT. DEWATERING OF BASINS AND UTILITY TRENCHES SHALL BE DONE THROUGH A SILT BAG AS SHOWN "' . 20-0293_CS
ON D-5.SILT BAGS MUST BE CONTINUOUSLY MONTIORED DURING OPERATION.
24. ONCE STORMWATER MANAGEMENT DEVICES ARE STABILIZED AND WITH APPROVAL OF NCDENR,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES,INCLUDING SILT FENCE,INLET PROTECTION&TEMPORARYDIVERSIONS,FINE GRADE,PERMANENTLY SEED AND STABILIZE AREAS DISTURBED FROM REMOVAL OF LOCATIONSHEET NO.
MAP
DEVICES AS NEEDED. SITE
25. WHEN THE SITE IS FULLY STABILIZED,AND PERMANENT VEGETATION IS ESTABLISHED,CONTACT NCDENR LAND QUALITY-(919)7914200 FOR ONSITE INSPECTION AND FINAL APPROVAL. NOT TO SCALE
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26. THIS IS A MASS GRADING PLAN SO EROSION AND SEDIMENT CONTROL DESIGN IS INTENDED TO TREAT ALL SITE RUNOFF WITHOUT THE NEED FOR SEPARATE LOT NPDES PERMITS. \`