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Home My WebLink AboutNCC223537_Site Plan or Location Map_20221013IN, J \vvI r r J :H lIV, N� NN \W\ j ---------- U/1 ov, v _7� 77 it I J, J, I J, ELL #1 EXIST. SILVERTON WE r — ------ if IN 1_00 41 _7 v N- _/v j fill F- J, \N" Ni I W", 'kW/k/ I ANN Lu j/ d/ 19 11 Z I I NN NN ci - - - --------- It j j N. EX IS 1. 6 WATE R MA I I < A I J, I I I if I I)... c 1, J, \ \ - - ___ /1/1 / , ///' (,//(, / I (, 1, ( / / " -1 1 1 1 11 1', 1 1 1 1 1 1; \ \ \ 1, \'\ \ '\ \ \ I, I, I\ , \\ /11/////1////'/'� I I g� N\", w X NJ, N, 1, IN J, III N' 'w/ 'wo 1/1 111 If/ // 0v r G Cn -------- DD 7, ....... 5, EXIST. 100 YEAR FLO( N FRINGE LINE Jill EXIST. 4" WA ERMA N, IN J, NN N� N V ------------ 11 Jill 1111 1111 SILVERTON SUBDIVISIC -------------- NC 01 -13-219 IEXIST. REGULATORY FLOOD EXIST. 4" WATER IST. 500 YEAR FLOODPLAIN t1'pp EXIST. PROPERTY LINE (TYP) I-------- EXIST. REGULATORY FLOOD EXIST. 4" WATER IVIAIN ODPLAIN XIST. 500 YEAR FLO EXIST. SILVERTON WELL #2 PROPERTY LINE (TYP) 6" WATE AIN ------------ itfLj -SILVERTON IF ZOP. 8" BRADFIELD J-,CONNECT. SEE SHEETS C-2.00 C-2.03 ---------- Z_ FRINGE LINE,,/'� EXIST. 100 YEAR FLOOD BRADFIELD WASTEWATER TREATMtzNI FjL j EXIST. 6" WATER MAIN fIIf---------- 8" WATER I </ EXIST. 8" WATER MAIN Al IEXIST. 10" WATER MAI if------------- IfEXIST I -LON GE TA IIIf IffIf!till If---------- c IELD SUBDIVISION IC 01-60-264 __j LINETYPE LEGEND DIG -UMLJ CLOV EXIST. BOUNDARY LINE REEDY CRE K RD IEXIST. MAJOR CONTOUR 570 EXIST. MINOR CONTOUR 568 -------- /-j EXIST. STORM DRAINAGE - -- - -- - -- - -- EXIST. R/W BEFORE YOU DIGI EXIST. TREE LINE CALL 1-800-632-4949 - -- - -- - -- - -- IT'S THE LAW EXIST. PROPERTY LINE N.C. ONE CALL CENTER LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WVWV.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 KEY MAP SEAL \\\,%Ill 11, Ili/,, " 0 tk Wwr §EA 050693 09/15/2022 ollill"11111, -V- z. CORPORATE SEAL c PROJECT BRADFIELD FARMS - SILVERTON WATER INTERCONNECT CAROLINA WATER SERVICE, INC OF NORTH CAROLINA CABARRUS COUNTY, NC LANDIDESIGN PROJ.# 1020017 REVISION / ISSUANCE NO. DESCRIPTION DATE 1 LAND DEVELOPMENT SUBMITTAL 11-15-2021 2 LAND DEVELOPMENT SUBMITTAL 02-25-2022 3 ZONING SITE PLAN APPLICATION L14-29-2022 4 NCDEQ STORMWATER APPLICATION U�D-Ub-2022 5 FLOODPLAIN DEVE OPMENT PERMIT 06-13-2022 6 FLOODPLAIN DEVE OPMENT PERMIT 09-15-2022 DESIGNED BY: PWS DRAWN BY: PWS CHECKED BY: DCS SCALE NORTH VERT: N/A HORZ: V=200' 0 100, 200' 400' ORIGINAL SHEET SIZE 24" X 36" SHEET TITLE BRADFIELD & SILVERTON SUBDIVISION MAP SHEET NUMBER C-1.05 9/15/2022918AM DAPHNEBRICE Z\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DW-F ► PROP. 8" WATERMAIN / ► I / (SEE SHEETS C-2.00 - C-2.04) / / PIN:550-583-5562 / LANG STEVEN DAVID y / LANG JENNIFER BRANDY WF P.B.22, P.G. 96 D.B. 14066, P.G. 249 \ Tp s S9 /14' WIDE CONSTRUCTION ROAD / n \ / el ei — ei el ei ACCESS PER NCDEQ #6.80 / CLL — aL L 5g / EXIST. WATERMAIN (TYP) EXIST. 25' ACCESS EASEMENT PROP. WELL BUILDING #2 I PROP. WATERMAIN TO BE SILT FENCE (TYP) / I INSTALLED UNDER MCKEE / PROP. BUILDING DRAINAGE I CREEK VIA DIRECTIONAL' ho DENUDED LIMITS (TYP) / 1 / DRILLING EXIST. TREE LINE (TYP) / EXIST. 100 YEAR FLOOD TEMPORARY CONSTRUCTION ENTRANCE PER NCDEQ #6.06 / / FRINGE LINE / / �/ / EFFLUENT EXIST.VLINE 11 / PIN:550-583-6440 / STINSON JAMES A STINSON MARNITA T WF IEXIST. REGULATORY FLOODWAY EXIST. 82' STREAM BUFFER (TYP) f I I EXIST. TOP OF BANK (TYP) / I / PIN:551-505-7372 / I / / ( — 6p0 DIVINE ARMISTEAD EXIST. CREEK CENTERLINE (TYP) \ - - - — ` - EUG268 ESTATE \ \ _ D.B. 12689, P.G. 290 I\\ A \ \ EXIST. TOP OF BANK (TYP) I \ EXIST. 15' STREAM BUFFER \ \ PER NCDEQ STD. #6.74 � �� SPECIAL SEDIMENT _ � / � CONTROL FENCE � I/ � \ EXIST. WSACC SANITARY SEWER NCDOT #1606.01 \\ EXIST. UTILITY POLE (TYP) o cl,\ PROP. 8" WATERMAIN /\ \� 1 59� o s (SEE SHEETS C-2.00 - C-2.04)� / �H,lo p D.B. 908, P.G. 227 / / DENUDED LIMITS (TYP) / / / ` 6p5 \ s -\ EXIST. TREE LINE (TYP) / 0�0 �y 10 6� EXIST. 500 YEAR FLOODPLAIN TREE PROTECTION FENCE (TYP) o / / / EXIST. 64' STREAM BUFFER (TYP) �' / / / 60 �jo 00 o� \ �� DOUBLE ROW HIGH / - _ o A EXIST. RIGHT-OF-WAY (TYP) / ��r HAZARD SILT FENCE TYP / / ") o� �� EXIST. OVERHEAD A \ EXIST. CAROLINA WATER �� / ( )°55� / 1 6 \ �� UTILITY LINES (TYP) pUe<<OIN / EXIST. PROPERTY LINE (TYP) / SERVICE SANITARY SEWER <�cRn q , i \ ji 595 V hoe - // iN O �� 55 / / i \ s _ EXIST. 30' UNION \ y 0 / A C pT�609-� o _ POWER EASEMENT PIN:550-583-8467 X CAROLINAWATERW10_ SERVICE INC OF NC 5 / �ti V 6 .--0ss — — — — _ D.B. 13669, P.G.151 EXIST. 500 YEAR FLOODPLAIN / % EXIST. STORM DRAINAGE(TYP)y40 EXIST. FENCE (TYP) _ - - - g1z - \ -1y, 10 PIN: 550-583-6244 i EXIST. 100 YEAR FLOOD P.B. 22, P.G. 96 EXIST. REGULATORY FLOODWAY / ROCKY RIVER INVESTMENTS LLC FRINGE LINE / \ _ — Ss 6po 5 � \\ _ _ � - � � _ � A / 6p5 - - - 610 \ � / / / � D.B. �764, P.G. 95 / / � �`� � / � � / 55� � / ° '� �3 PIN: 550-583-5117 / sp / / -_ ' s EXIST. CAROLINA WATER COULTER WILLIAM C / V EXIST. SANITARY SEWER / / ) / / / `I� �� / / / - 14 - - s /J / r /% 6 SERVICE SANITARY SEWER I I HURRAY sHARI R MANHOLE (TYP) D.B. 10511, P.G. 244 615 — S 6A6 V / B7, A FLOODWAY EROSION CONTROL NOTES: / / \� % / / / ! / / �� 1\ — — \ \ \/ 1. CONTRACTOR SHALL NOT STOCKPILE ANY MATERIAL WITHIN THE EXISTING FLOODWAY. 2. ANY AREAS DISTURBED WITHIN THE FLOODWAY SHOULD BE STABILIZED AS SOON AS POSSIBLE AND NO LATER THAN 7 DAYS AFTER THE PROPOSED WATERMAIN HAS BEEN BACKFILLED AND EXISTING GRADE HAS BEEN REESTABLISHED TO MINIMIZE EROSION FROM FLOODING EVENTS. 3. CONTRACTOR WILL RESTORE THE FLOODWAY TO EXISTING GRADE. 4. CONTRACTOR SHALL MONITOR WEATHER EVENTS DURING CONSTRUCTION AND ANY EQUIPMENT LOCATED WITHIN THE SEASONAL FLOOD HAZARD AREA SHOULD BE RELOCATED BEFORE ANY PENDING WEATHER EVENT. 5. CONTRACTOR SHALL REPLANT/RESTORE ANY VEGETATION REMOVED WITHIN THE STREAM BUFFER DURING CONSTRUCTION PER CABARRUS COUNTY DEVELOPMENT ORDINANCE CHAPTER 4. 6. CONTRACTOR SHALL FOLLOW ALL FEMA REGULATIONS AND REQUIREMENTS FOR THE TEMPORARY IMPACT TO THE EXISTING FLOODPLAIN. 7. NO TEMPORARY CROSSING IS PROPOSED WITHIN MCKEE CREEK. NOTES: 1. SEE SHEET C-4.08 FOR CONSTRUCTION SEQUENCE AND SHEETS C-4.01 - C-4.08 FOR EROSION CONTROL NOTES AND DETAILS. 2. SEE SHEETS C-1.01 FOR ADDITIONAL NOTES. TOTAL SITE AREA: ±7.54 AC TOTAL DENUDED AREA: ±2.00 AC LEGEND. EXIST. BOUNDARY LINE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. TREELINE EXIST. R/W EXIST. PROPERTY LINE I Cl-%CAIPI- — 555—- ---------- 552----------- ------------- LIMITS OF CONSTRUCTION/ DENUDED LIMITS ----- PROP. R/W STORM DRAINAGE - m — m — m — m - TREE PROTECTION FENCE CONSTRUCTION FENCE TDTDTEMPORARY DIVERSION DITCH TEMPORARY SILT FENCE (NCDEQ #6.62) DOUBLE ROW HIGH HAZARD TEMPORARY SILT FENCE SPECIAL SEDIMENT CONTROL FENCE (NCDOT #1606.01) ❑ DROP INLET PROTECTION (NCDEQ #6.51) OCATCH INLET PROTECTION TEMP. CONSTRUCTION ENTRANCE/EXIT (NCDEQ #6.06) _ ROCK CHECK DAM (NCDEQ 6.63) PERMANENT SLOPE STABILIZATION NOTES: 1. ALL PERMANENT SLOPES 3:1 OR STEEPER AND ALL PERMANENT DITCHES SHALL BE STABILIZED USING NORTH AMERICAN GREEN S150 REINFORCED VEGETATION INSTALLED PER MANUFACTURER'S SPECIFICATIONS USING STAPLE PATTERN "D". SOIL TYPES ChA CHEWACLA SANDY LOAM, 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED (GROUP B/D) IdB IREDELL LOAM, 2 TO 6 PERCENT SLOPES (GROUP C/D) POD POINDEXTER LOAM, 8 TO 15 PERCENT SLOPES (GROUP C) WWTP \ / _ �\ EXIST. SANITARY SEWER o°� A� S� sib MANHOLE (TYP) / / v 1p 620 - A PIN:550-593-3038 \ 1 PEACH ORCHARD ESTATES �� / A� 612 V z HOMEOWNERS ASSN INC \ 0 — P.B. 70, P.G. 2 63 D.B. 12325, P.G. 195 EXIST. GRAVEL ROAD (TYP) / EXIST. 500 YEAR FLOODPLAIN WWTP V A \ \ 625 _ -_ ,EXIST. PROPERTY LINE (TYP) 626 - 6, \ - - sze A \ \ co s3z - - DENUDED LIMITS (TYP) \ i _ --- _ TREE PROTECTION FENCE (TYP) / \ EXIST. FENCE (TYP) / /// i% o� z' / /j Q3P co SILT FENCE (TYP) V� g33 � � A TO � A EXIST. WATERMAIN (TYP) / _ _ \ EXIST. GRAVEL ROAD (TYP) _ `� �/ �� \ EXIST. S M DRAINAGE (TYP) PIN:550-592-5978 \\ \ \ PIN: 550-593-2030 / / \ \ MICKENS TROY L / \ MICKENS CRISTINA WF \ / / CAROLINA WATER / / \ A P.B. 70, P.G. 2 \ \ \ / SERVICE INC OF NC \ \ - D.B. 13686, P.G. 316 D.B. 12197, P.G. 213 \ T B3 \ / B, s PROP. 8" WATERMAIN �\ ° (SEE SHEETS C-2.00 - C-2.04) A \ - 635 A \ / \ CL. 55 S 9-S491 � TEMPORARY CONSTRUCTION \ CLOKES EL E K WF P.B. 70 P. � � � ENTRANCE PER NCDEQ #6.06 � \ D.B. 12987, P.G. 4 •. \ V \ � � � � � \ PIN:550-592-4817 EXIST. PROPERTY LINE (TYP) GAWELTHOMASB 1 \ PIN:550-592-6941 A I / / POORMAN ERIN A WF EXIST. WATERMAIN TYP P.B. 70, P.G. 2 .� ) HOLLAND SAMUEL ANTHONY D.B. 14228, P.G. 145 'o HOLLAND REBECCA ANNE WF P.B. 70, P.G. 2 EXIST. STORM DRAINAGE (TYP) - D.B. 14467, P.G. 261 I I / o G� PROP. CATCH INLET PIN:550-592-3844 G / JONES JAMES T \� PROTECTION (TYP) P.G. 2 D B 13705, P G 1 \ EXIST. UNDERGROUND GAS LINE (TYP) \� �- �/ 1 (EXIST. WATER METER (TYP) I 1 \ EXIST. CLEANOUT (TYP) � � ► l EXIST. DRIVEWAY (TYP) I \ 1 EXIST. 2' VALLEY CURB AND GUTTER (TYP) \ ✓� \ EXIST. 4' SIDEWALK (TYP) PIN: 550-592-6871 / EXIST. 5' PLANTING STRIP TYP i --� ��Gi NILSON HOWARD L III (TYP) \/ �UC � �_� NILSON NICOLEP.G. L WF (/6 \ i P.B. 70, P.G. 2 EXIST. RIGHT-OF-WAY (TYP) �� `� � GpM��%` sse c�(�' � � \\ � D.B. 13322, P.G. 299 V 7 ss V Bop "' / � EXIST. UNDERGROUND \ / J I �,� ELECTRIC LINE (TYP) Ile � � 471EXIST. � EXIST. UNDERGROUND MAILBOX (TYP) \ COMMUNICATIONS LINE (TYP) GGV�wss EXIST. SANITARY SEWER (TYP) EXIST. FIRE HYDRANT (TYP) �� PIN:550-592-5785 HAMILTON LAUREN W \ JOHNSON KIMBERLY A SPOUSE �G00 P.B. 70, P.G. 2 /1906 D.B.D.B.12694,P.G.133 PIN 550-592-5713 6.5FORBES L o 0 \ FORBES TAYN TAYNA Y WF WF \ \ \ \ \\ / P.B. 70, P.G. 2PIN V \ D.B. 12986, P.G. 301 � B HAKA SHAILES 4 \ \ DHAKAL SH A SPOUSE V \ \ 6 \ PANGENI PUSHPA SPOUSE � \ / P.B. 70, P.G. 2 \ �A / A _ D.B. 14461, P.G. 117 \ LL 9 2- 49 \ \ \ \\ \ \\ \ \ I H EA El E� LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 KEY MAP SEAL SEAL"'- 050693 JP W: 1 IIII111 09/15/2022 //// CORPORATE = SEAL J� c Ag�\00�,. PROJECT BRADFIELD FARMS - SILVERTON WATER INTERCONNECT CAROLINA WATER SERVICE, INC OF NORTH CAROLINA CABARRUS COUNTY, NC LANDDESIGN PROJ.# 1020017 REVISION / ISSUANCE NO. DESCRIPTION DATE 1 LAND DEVELOPMENT SUBMITTAL 11-15-2021 2 LAND DEVELOPMENT SUBMITTAL 02-25-2022 3 ZONING SITE PLAN APPLICATION 04-29-2022 4 NCDEQ STORMWATER APPLICATION 05-06-2022 5 FLOODPLAIN DEVELOPMENT PERMIT 06-13-2022 6 FLOODPLAIN DEVELOPMENT PERMIT 09-15-2022 DESIGNED BY: PWS DRAWN BY: PWS CHECKED BY: DCS SCALE NORTH VERT: N/A HO RZ: 1 "= 40' 0 20' 40' 80' ORIGINAL SHEET SIZE: 24" X 36" SHEET TITLE EROSION CONTROL PLAN SHEET NUMBER C-4.00 9/15/2022 9:20 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWi