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HomeMy WebLinkAboutNCC241577_Site Plan or Location Map_20240523 � �-------...:--- y / �S \ INV:95.43 N IHOP 9 Innovative solar VaBTecp Systems- ® COMrol Solar \ \\ _// /' \\ \ _ \ _ £ Bogged DISPIaY.. G \ \ J / \ \ �_ _ _ PROPERTY INFORMATION: n9\ \ PARCEL ID NUMBER:5893-258411.000 Z N ._r - _ _ _ HBI PROPERTIES,LLC ZONING:HBS ®Apple6ees SIIIe Bar / T Q \ CLI T BOWYER RACING,INC.\ PARCEL ID:5893-25-9831 ACREAGE:1.76 Honda 4y p/ �)emO SITE w z 9 \ \ �� Op -� -- - - � �ONED c6LOT 2B._ �01STUR ED LIMITS - °AS� � \� U -� P ELYD�5893-25-8$J9� \ TA7� LOCK 4233D @l(1 LOT 10 �� > _ E / - Q _N87°OS'4x"E ya.•a.r• HIGHLANDpRO AZURE, OWNER: �PIX �/ C N Q LC lit E=/-E 8 " _ /-ZONED \ \� I3 ���0 'a��; �BD84ai_ -em s,- 7�`_ �•�x�� CLEMMONS,NC DRIVEl02 Q Z O= E \ -R�^4p° GT Imports Limited d - • / \ .0 /� l� N87 f110- _._sr-sew %r-sr an i` •y�( O \ 6414 PHONE:(338)]49-9394 /�� _ ; O li \''' \ \� 8�6 _ '"E�• 1Y•ii-.sr ` U`- © /y/ri4. "' ��•i 4 CONEMAIL TACIT RICK CHAPPELOLM trick© / �!•' Ur K Z M�p m \ °& _ -/ / �-�/ �, a ` 0--- ----- ____ \ ?t^!.'1.�r.J u O�70� 4/ ENGINEER: /% Brno..or a) w ro d • ��'- x /�x A ALLIED DESIGN,INC. Z W J_G d '� \ _ 4 �� Village 1pR clemmoRa/ P, ❑ W(9lO r- - \ \ \ / �_ P. �\ 802 / �: 4720 RESTER MILL ROAD Winston SaI¢ml © n z N m r N �� 0 Da 4 �r�: WINSTON-SALEM,N.C.27103 0 -� Z N \ \ \ • �x�• PHONE:(336)765-2377 UI O`a O_i -_� C \ \ 4 we- / EMAIL SCAUSEY4ALLIED-ENGSURV COM -. The Ivy at Clemmorm9 d a .� o N c \333 \ 4 /r d \ \ \ \ / ICI 0 BOB >�/• Ada Q a a li c ;000. ....„,,,,_ / } / ) B13 H �� - ..____ 41111 --C:( VNorNI�TY MAP 8is \i �/ CHj �� 813 �.►��i 4 ���e. p / _������„���` FIRM LICENSE C-1891 1 �P 4 l I j r� 810 �� _G���� 0. r. /4/ / \ ..�� 0)1i CA,.,r 111 y 4 \ , \IV I I R O •j': EROSION CONTROL CONSTRUCTION SEQUENCE 'O- r l \ \ 'Xy \ -�i- - _ GENERAL NOTES - \ h 3 E. \ /\ \ / � � 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY /� _r' �• \ \ 1r 1• . TOTAL SITE AREA=1.78 ACRES. -'C,Ta• Q. \ Ij \ II\ l \ \ /1!.(`-G-}./ S ; - OF WINSTON-SALEM INSPECTIONS. :°f):•-.rr4U INE��..'��,��:, \\ \ Ill I \ �r� \ : • 0 / 2. TOTAL DISTURBED AREA=1.94 AC.(84,3575F). """ ii V,.s ' ' 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION M.O.'r,rr rri,„r„` ,y \. --- - -- CONFERENCE AND INSPECTION SCHEDULE. HIGHLAND AZUrcry LL C l / -- --. 3. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE PARCEL ID:5893-2-�487 , I \ ��' / 808-4 -- 1 TO REMAIN AND BE PROTECTED.ALL UTILITIES OR STRUCTURES DESIGNATED FOR SELF INSPECTION---EFFECTIVE OCTOBER 1,2010,PERSONS CONDUCTING TAX BLOCK 4233D BUI LOT 9 \ I II 1 MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. LAND-DISTURBING ACTIVITIES,LARGER THAN ONE(1)ACRE,MUST INSPECT THEIR ZONED GB-S \I I 810 / / ' PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE INSPECTION \ \ j \ �a'" 4. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE.THE IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM \--- '\ I rq f f - mff _ /- _-_ ---- CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED INSPECTIONS OFFICE. \ \/ \ 8 3 T UNDERGROUND UTILITIES AND PROPOSED UTILITY CROSSINGS.TEE CONTRACTOR SHALL THE PHASES AREAS FOLLOWS: \ \ I """\ r / EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES. 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. \\ I / """"""\\���� \ (/ - \ NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD 2. CLEARING AND GRUBBING OF EXISTING GROUND COVER. / .[� NECESSITATE DESIGN REVISIONS. 3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. \ / \ / ' / (l S9°03'59"W 4. INSTALLATION OF STORM DRAINAGE FACILITIES. \ \\ I \ j \ (/ I .09' 5. NO SIGNAGE SHALL BE REMOVED TEMPORARILY OR PERMANENTLY FROM THE NCDOT 5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 1 RIGHT-OF-WAY.SIGNAGE SHALL BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES. 8. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN \ I II I \ BiG \ ��I I ANY SIGNS DAMAGE DURING CONSTRUCTION SHALL BE REPAIR OR REPLACED AT EROSION. / 1 CONTRACTORS EXPENSE. ~ / 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL \�� j1 / / I / --- MEASURES AS FOLLOWS: LLI l A.TEMPORARY CONSTRUCTION ENTRANCE/EXIT J L W a Iy ` __ ,-.. - B.TEMPORARY SEDIMENT BASINS.FOR SITES OVER ONE(1)ACRE,OUTLET < 0 �Z f \l II8- R / - I --Ex. STRUCTURES[SKIMMERS]THAT ONLY WITHDRAW WATER FROM THE '^ L IZ \ -„ SURFACE OF THE BASIN,SHALL BE UTILILIZED.NO SEDIMENT TRAPS ORROCK DAMS ALLOWED. I -V/ r �1 t \ / ' IIr Q EX.ASPHALT C.TEMPORARY DIVERSION BERMS Z ❑ 0 1 0 \\ c / \ /? / 0 STAGE 1 CONSTRUCTION SEQUENCE D.TEMPORARY SILT FENCING 0 ❑ ¢U PP\ CS 0a I O'Big 1. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CITY OF SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN" '^ Q d= / O Z I II Z / I WINSTON-SALEM. WATER DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND VJ L J H I /� I O STABILIZATION CRITERIA BELOW FOR MORE INFORMATION. r <K /%O 2. CONTACT EROSION CONTROL INSPECTOR AND THE CITY OF WINSTON-SALEM - O V 0 / STORMWATER ENGINEER TO ESTABLISH A MANDATORY PRE-CONSTRUCTION CONFERENCE 4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED. J cc Z / I II A I -t EARTHEN4r1ATERIALSTQCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR Fill ( Iry 0 AND AN INSPECTION SCHEDULE. REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND �rr�� W e. /Q N1' I I Co 3. CLEAR SITE ONLY AS REQUIRED TO ALLOW INSTALLATION OF INITIAL EROSION CONTROL DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR V Z °qO A' / / j / MEASURES. TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN O Z O Q W / N INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER S ml / / I h 4. REMOVE PAVEMENT,CURB AND GUTTER AS NEEDED TO ALLOW INSTALLATION OF INITIAL ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY Y Ct („) r O EROSION CONTROL MEASURES. EROSION CONTROL MEASURES. \ / ' / / 5. BEGIN INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.INSTALL INITIAL 5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE ❑ Q^ V EX.ASPHALT N / I EROSION CONTROL MEASURES AS FOLLOWS: WITH THE MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL Z I..L / A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT. MEASURES AS REQUIRED. O 1 I i I\ II / B © I / B. TEMPORARY DIVERSION BERMS. 6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL BE Z I D. TEMPORARY SEDIMENT FENCE. INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE.COMPLETION OF PIPING / E. TEMPORARY SKIMMER BASIN. WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE I I , \ I \ / 5. SEED EMBANKMENTS OF BASINS AND BERMS IMMEDIATELY. EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS / • 8. REMOVE REMAINING PAVEMENT STORM DRAIN SYSTEM IS INSTALLED. / �����•i \ r( Y " �i�i�i�i!i�i�i o Z o N / i - I • 7. COMPLETE CLEARING AS REQUIRED AND BEGIN SITE GRADING. GROUND STABILIZATION CRITERIA p WNW*• WEYHILL PROPERTIES II,LLC to N / -, PARCEL ID:5893-35-0431 SITE AREA STABILIZATION STABILIZATION 820 j / \ -7' I��====�����I TAX BLOCK 42330 BU1 LOT 007 DESCRIPTION TIMEFRAME TIMEFRAME ,_ • ••••1 �-�•�-�•�-�-�� I ZONED HB-S EXCEPTIONS \ 1 / 1s��������������I KEY NOTES / _\ / I.�-�•�-�-�•�-4 a PERIMETER DIKES,SWALES, 7 DAYS NONE j i�40:40:40• f `i O DITCHES,&SLOPES ' .�•-�••�-•�-�-�- I p REMOVE EXISTING BRUSH,SMALL TREES AND ALL STUMPS. O m I II J I:�����44: C OC SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN Z I LENGTH&ARE NOT STEEPER U Z UW �����, J O TEMPORARY CONSTRUCTION ENTRANCE/EXIT. ������������� Q.00 ■ THAN 2:1,14 DAYS ALLOWED W O j / I:====:=�^rtis�•f'2\ O TEMPORARY SEDIMENT FENCE. p Q3Q = w //��X --,„, SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES>50 FEET D_' K pp ` / II:=�=�•.. .4,,,\y OD TEMPORARY SILT FENCE OUTLET. IN LENGTH D- O U O / \ :���:�====���e- s� NO-MIT BENCHMARK O TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH LINER. z U'•( RIM OF SEWER MANHOLE PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION. ALLOPES OTHER AREAS 14 DAYS NONE / r.� illi,��t r SLOPES FLATTER THAN 4:1 �,�-�-�-�•��4 M ELEV=853.43' LI X / R s A �eorkl��! O \ OF TEMPORARY WIRE AND STONE DROP INLET FILTER. 7.PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45 0 CABLES /L j i Q ����`�' DAYS PRIOR TO DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARTY(OR THE 8 =Asa $A ��-��7, \ OG NEW TEMPORARY SKIMMER BASIN. DESIGNEE)WILL NOTIFY THE VILLAGE STORMWATER DEPARTMENT AND THE S BOX S89°14''51"W A • -I- - - - - - ' ' - - - - - Uc /�-��� © 0 O DESIGNATED EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO F r _ 175.54' 10,1* H NEW TEMPORARY DIVERSION BERM. LEAVE THE SITE.AN ON-SITE INSPECTION WILL BE CONDUCTED PRIOR TO THEime p w - J - w' 7 T- LEAVE DATE BY THE VILLAGE AND THE DESIGNATED EROSION CONTROL INSPECTOR a ,! T - T q-p -- T T T T - T 0TEMPORARY COIR,JUTE,OR BURLAP BAFFLES. TO MAKE CERTAIN ALL ACTION IMES HAVE BEEN ADDRESSED BY THE m U 6- o g BOX EX.FH W O -/,I / ' CONTRACTOR. - _ H- M O NEW SKIMMER DEVICE.USE 2'SKIMMER WITH 1.4'ORIFICE. O m w m , 2'C&G / ieO EX.B"WATERLINE W 8.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER m g o J DISTURBED LIMITS / / O COMMERCIAL PARK PARK COURT © COWS PROJECT#112w K PIPE OUTLET STABILIZATION. SEE SHEET C5.1 FOR DETAILS. HAS BEEN STABILIZED.RE EED OVER N MEA URE S AND SIFT HAS NALN rc W J W W W INSPECION REMOVE EROS BY CONTROL MEASURES ONLY AFTER FINAL w y \ W W w w W W w w O EXISTING STANDARD CURB AND GUTTER TO BE REMOVED FOR TEMPORARY INSPECTION AND APPROVAL BY INSPECTOR. w / (50'PUBLIC RIGHT-OF-WAY) EX.8"SANITARY SEWER S 5 © I v CONSTRUCTION ENTRANCE AND EXIT/PROPOSE ENTRANCE DRIVE -$-� S V CONNECTION.EDGE OF GUTTER TO BE SAW CUT TO INSURE THE EXISTING S 5 S O$ S 5 S 5 S COWS PROJECT#112 7 S Qe�Q v ASPHALT IS NOT DAMAGED DURING CURB REMOVAL. m - -- 2 CNG \ ,h I EXISTING PAVEMENT THAT ENCROACHES ON SUBJECT PROPERTY TO BE 3 N 911111�1111111' \ - \ INITIALLY REMOVED AS NEEDED TO INSTALL EROSION CONTROL MEASURES. EROSION CONTROL MAINTENANCE PLAN r 8_ TOP RIM=853.43' / J INV IN=848.BT U�ym p 0� REMOVE REMAINING PAVEMENT AFTER ALL EROSION CONTROL MEASURES 2-12-13 p - - TOP RIM=852.88' / �' HAVE BEEN INSTALLED. g $ 0 0 INV OUT=846.64' O ''p INLN=846.19' YI,(/��h� I. INSPECT ALL FUNCTION EACH TION AND ON EACH RAINFALL EVICESENT.FOR STABILITY AND (AS-BUILT INFO) C,:?:4' 2 FUNCTION EACH WEEK ANDFOLLOWING EACH RAINFALL EVENT. INV OUT�846.15\ - - - - - - 09r r z < m O o - - (AS-BUILT INFO) - - - - O 2 A' JOHN A.TEETER PTX COMMERCIAL,INC. Uyem 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME PARCEL ID:5893-25-8191 \ �5 } HAS REACHED 50%CAPACITY. EXISTING PARCEL ID:569325-]102 S TAX BLOCK 42330 BU1 LOT 004 TAX BLOCK 4233D BU1 LOT 005 \ / ` 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE ZONED HB-S ZONED HB-S / WHEN DEPTH EXCEEDS APPROXIMATELY 0.5'.REPAIR AND REPLACE SILT FENCE AS \ /\ NECESSARY. CONDITIONS AND 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER WS/FC EROSION CONTR ICE CONSTRUCTION INCLUDING"CLEAN"WATER DIVERSION BERMS.RE-GRADE/REPAIR PLANS APPROVED FOR N UCTION BERMS AS REQUIRED. 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STAGE 1 EROSION This plan complies with Ch er ,A 4-Erosion Control of STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. CONTROL PLAN the Village of Clemm U d Deve ent Ordinance. A printed set of the sta d/appr p must be kept on the ALL SEDIMENT SHALL BE REMOVED FROM PUBLIC SHEET construction site for r ence w i ling required erosion STREETS EVERYDAY IN ORDER TO AVOID A GRAPHIC SCALE Control measures. NOTICE OF VIOLATION AND POTENTIAL FINES FROM THE VILLAGE OF CLEMMONS L 02u w so 6 li matthewo 5/16/2024 2:26:35 PM ( IN FEET) 1 inch= 20 ft