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Home My WebLink AboutWQ0044459_Owen_Park_Phase_1A_FTSSE_Sewer_Final_Certification_Asbuilt_202409253 0ot �C� 66 2 4 1 / °U1 1 00 IZI- �p0 1 J 001 �^ �pOti J OOL Jam/ i "G\g5 N V\M\(5 i O 00 J o�/ 001 I I ro jO� 18 U C^ v o J w 'r p 2 r4 VILLANE INC. �°°` `� ��°°�— � � v � / d a) Cy � U D.B. 1980, Pg. 691 �p0ti°°� / ✓ / \ , °°ti ooT \ 1l D.B. 2156, Pg. 455 1�Lu 0 ��y / / f 17 o 0o j001 0 —400t PROPOSED SUBDIVISION / /r�0 \ l�1 h 5 .� D N I o I r�\j OOL L / -� oti BOUNDARY LINE / / Doti I �� AR ++ a) m M PH1 WATER STORM I ��°° / / — / / /; / �� ,5� N �M p I I / / / ESMT ER N i i� C ` o I I i9 �o o�F� (u Q1 Y AND SANITARY — /\NGS�REPM �CSPN\�PF°RF' FENCE ENCROACH 16 \ / �f4 ro \7 EXISTING PROPERTY LINE/ w / J o aV7tiU N RUC-\\�M �ti 4.61' TRACE a / / EX\S p P NE SITE PROPOSED SUBDIVISION / / / RR �r�� Cp >l"---FORESTC BOUNDARY LINE / UR6E'v Doti // .N 11% y00r / P.B. 39 Pg. 19 SEWER AS—BUILTS .�/ sA T I F2 9F 3/ FFE� / ti �� h 9L� Fr U ZO 6U v / ... '/ I� 15 vpeo 06/04/2024 0 0.15AC± I 1 IN WC -WETLAND AREA' / jp0�N� VICINITY MAP *NOTE* �o°�Q � / 1" =2 000� � / �V ALL STORM SEWER PIPES IN ° titi 14 � a, THIS PHASE HAVE J001 / �� / A I I LJJ oy ti I w I PARCEL DATA: N .Q) CHANGED FROM RCP TO HP _ °/ / I Z 00-�� / / m PARCEL ID: 174459, 107417 (PORTION) & 176871 N Opti GEWERESMEWER TOTAL AREA: 75.47 ACRES+/- }' w FUZURj DEED REFERENCE: D.B. 3852 PG. 855, P.B. 80 PG. 54 O .� / 3�6\0 ESMT.FOj ul W D.B.4289 PG. 983, P.B. 82 PG. 229 FU UDNSTRUj o --1 13 I I (OWEN PARK ASSOCIATES, LLC) v \1110, / Io, v I I EXISTING ZONING: RS-15 o) / / / /Ooti/ / C I1O PROPOSED USE: SINGLE-FAMILY RS-15 CLUSTER DEVELOPMENT G_ PROPOSED LOTS: EXISTING USE: ACANT TOTAL: 131 (INCLUDING LOT "A") f / O I PHASE 1 TOTAL: 77 12 I �J I PHASE 2 TOTAL: 54 (INCLUDING LOT "A") o M 1 D °° q- / I TOTAL PROP. DENSITY: 1.74 LOTS/AC (LOW DENSITY DEVELOPMENT) `n o STRF x / APPROX. 100 YEAR - - r z J O N gtil / \ FLOODPLAIN FROM OPEN SPACE Z O Uj fV / g FEMA FIRM MAPS 23.062 AC (INCLUDES TRACT #1 LIMITED R-15 CLUSTER MAX. LOT COUNT = TOTAL GROSS ACREAGE - 3/4 OF THE w lii rn COMMON ELEMENTS) REQ'D. AREA DEDICATED AS OPEN SPACE/COMMON ELEMENTS x DENSITY Q ui Q I- p� la 11 I I FACTOR OF 2.5 = MAX. LOTS U N rn SB-STR AM 100 YEAR FLOODWAY I� I I p O / \ BASED ON ENGINEER'S I"'_ 75.47 AC - (75.47 x 15%) = 64.15 AC x 2.5 = 160 LOTS MAXIMUM /r LL N oti / `� -.L A 001 T STUDY LTOTAL PROPOSED = 131 LOTS (INCLUDING LOT "A") \� Z Q N d 00t �o P� �� td __ _ - - _ • _ T Of oYe Lu Z o . . CIF---w---- v«_ - i o o . . _ --- LINEAR FOOT OF STREET: 7,866 LF _ Q � pti \ \ l oP \ 0.80 AC ± — — — — S q AREA IN LOTS: 39.44 AC (52.26%) a- Q / IN WB-WETLAND AREA s W, Co EX. 25' ACCESS ESMT - - AREA IN OPEN SPACE: 26.80 AC (35.51%) O w> o J P.B. 82 P.G. 64 0 ti _ AREA IN R/W: 9.24 AC (12.24/c) z wp O p oQC I o01 � 00F I RS-15 CLUSTER LOT REQUIREMENTS &BUILDING SETBACKS: ��Uc, �� oti0os. 100E 10 A 7 E C Io 10 RS-15 CLUSTER LOT DIMENSIONAL STANDARDS (RS-9) REQUIREMENTS + o/ S�s1�. .. 0p\ h I I FRONT: 0.51 AC _ / �° �o iooF k I I W IN WA -WETLAND 1 �� V I REAR: 25' SIDE: 10' _ AREA 6 ' -zoo, 10' UTILITY ESMT. SIDE STREET: 15' / "� p �cxD�� 00�7) C0� � � o ...cuT cuR6 ro :::::... � — VITI M, LLC /y,� ........... ..... �" °� ALLOW WAGE .. .... �ooF — MIN. LOT WIDTH: 70' ti I -"` \ PROP. SHELTER/ _ _ - MIN. CORNER LOT WIDTH: 80' m D.B. 5232, Pg. 1307 ° ` ' ' ' �� 108 � �dOot �� AMENITY , , / 15' DRAINAGE, U ILITY, & CABLEVISION ES MIN. LOT SIZE: 9,000 SF HOWEVER LARGER LOTS ARE SHOWN AT 12,000 + SF U � , 00A� . I I T. .. ��9 , �� , 1, PROP. �10 I WATERSHED INFORMATION: S/ �` O FUTURE LOTS TO .0 G� O FIREPIT PROP. o N M �,oFs,�'Li FIREPIT � �� - BE GRADED IN PH 1 �I I THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED � W 1 TEMP PIPE p �T 6 ��L_4 F�0 C�� F� ,1 21 y m' (26) 12 I 13 I FLOOD INFORMATION: OUTLET 4 L '� A �\ 03 21,644 SF I I /r PORTIONS OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA < / s / �0 20' PUBLIC - EX. / PIPE P-90TO BE DRIFTWOOD PLACE PER FIRM MAP 3710884500L, REVISED 11/07/2017 AND FIRM MAP J 00 JF�,6 DRAINAGE ESMT. �98 HYD. / 0 PLUGGED UNTIL I I 1� y 0 3710883500K, REVISED 06/18/2007. Z / 20'ur/tIr / 5� 45 CONSTRUCTION PHASE 2I P.B. 9 , Pg. 36 _ _ Q o �N AR A/OPEiN SPACE / ` y00ti / /�� s� \ \YES / TEMP. :..�::.. Z Q SEDIMENT ss- - I- �( k I HYD. H 3 ----ss----- ss----- W 0 ul to \ Q ATER\ HCR E BASIN S�� S 2 . c- ss----- ss-----ss-. 20' DRAINAGE ESMT. AQ� 99� m ` \ \ TEMP PIPE �� 300 _:_::=----�------------_4m- 0 Q Z Z OUTLET 5 10 J�� R 6 ° U Q O ,. _ HCR /.. TEMPORARY GRAVEL I NOTES: U Q m \I6 \ 98 DRIFTW \ CB 4 P 68 C 47 SS H 24 } TURN AROUND AND IEX .. —� �_) 6"6 UTILITY I HYD. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING. O 0 Q d EX. 20' PUBLICS ANITA� j0 �,�0 EASEMENT Z SEWER EASEMENT 10 _l/ �u 5p' PUB OD DRY �k�0 ° v Cg -CB 5 ~ 11 1 10 I THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD PRIOR w w ~ Z �J FUTURE LOTS TO 99 ��C R/w F. 6� g 45 - 8� E I w TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. z ---ss--___ss---- / BE GRADED IN PH 1 ZQ " O m m ao 9.6 OS oo Iu „ H Z a �� 00 62 g 10 X 7 S.E R=300' -ss-----ss-- -- 0 a p_ CB-5 �EX 10" SDR-35 PVC SEWEf� 2 P-I ti0 m / sss E� Ss�sM / 6 8 43 a Z) z I THIS MAP WAS PREPARED WITH OUT THE BENEFIT REPORT AND DOES NOT NECESSARILY N u � SSMH w J �� gNgG I 10' X 7p, S n rn O I I o < 20' DRAINAGE, UTILITY & INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. �� F� FF M Y/cr -Is- l FYI- 0. cL N o 20' PUBLIC CABLEVISION ESMT. TOP:646.40' N � S 44 / JQ' 0� MT \ O O n Q BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY BOSWELL SURVEYORS, INC. INV. OUT: 630.92' w Q �P --P-4 61 I o 48 I I DRAINAGE ESMT. - - - - - - - - - - z O ♦ 1 \ v, 1- L A �OQP \ D o I 1 q YI-29 - - - NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC. °I2 TEMPORARYGRAVEL yl l 63 EX' z < c - -� _ - - - - - o HYD. D I a P-107- i - 1' > TEMP PIPE TURN AROUND AND m r r 42 I I ALL CONSTRUCTION AND DESIGN IS TO BE IN ACCORDANCE WITH TOWN OF GIBSONVILLE STANDARD p I OUTLET 1 UTILITY EASEMENT c 0 m I II \ DETAILS AND SPECIFICATIONS, LATEST ADDITION. 45 YI 20 = P 63- P_ o v = a yam, FUTURE LOTS TO c 60 I 49 I I N 16 \ OPEN SPACE/COMMON ELEMENTS TO BE DEEDED TO OWEN PARK HOMEOWNERS ASSOCIATION FOR v BE GRADED IN PH 1 a I FUTURE LOTS TO _ o 15' PVT. STORM BE GRADED IN PH 1 Y 17 1 0o w I I m C I ( (cn RECREATIONAL USE BY OWEN PARK SUBDIVISION. r.� a I 15 DRIAN E ESMT. ,� < 2 000I°000 EX. TEMP PIPE 64 l , — _6 P 41 I I D a SECTION ONE 10'x70' SIGHT EASEMENTS TO BE DEDICATED AT ALL INTERSECTIONS AS APPLICABLE. m I o OUTLET I �I — O ^w ° KINGSTON PLACE i YI 2-15' PVT. STORM cro I M 0 TEMPORARY GRAVEL STORM DRAINAGE EXITING SUBDIVISION DESIGNED FOR DIFFUSED FLOW. A STORM DRAINAGE ao a PliASE2 m 1 DRIANA ESMT. z TURN AROUND W/ Iw P.B. 38, Pg. 78 \ ANALYSIS OF PRE -DEVELOPMENT VERSUS POST -DEVELOPMENT STORMWATER FLOWS EXITING THE -0 r I 59 I a g 10' EASEMENT ~ \ PROJECT HAS BEEN SUBMITTED AND NO WATER QUANTITY IMPROVEMENTS ARE PROPOSED BASED ON Z a` 46 � I PHASE I ! ~ TOUTLET 3 I 65 I 50 I 1 a Iz - \ STUDY. O V 1 r m O i I o 40 to z D a I 16 0 cLgl W 1s, I 50' Q u �. ( 10 O I I PVT. STORM I� p ILu - w ]p IASHLEY WOODS DR. o I 78 P 39�HCR w l \\ YI-12 J _ ' 50' PUBLIC R/W O�\�'° 31 1 Iz J I w V N T — vI-27 15 A p Lu ------- Q Lu 58 I 51 IL Ca 103— P1°_ P101 I LEGEND z o —� cF D 66 I I I z w oo tip FS m m I d 15' BLIC STORM co z E 8" SEWER --- v w \\T N Q o JYI- 9 w O LLJ39 I DRIANAGE ESMT. u,► 14 I o N --ss-----ss ----ss-----ss-----ss,�---ss,p{ o `" oJI I I m m O - - - 0 WATER METER BOX ( ) - — w d P 11 CB-8 N —P-59— 50' III (B) �A)---� - ---=-�-=-- - - - - - - C) 77 cB 1s M P c� 32 - c� = O 15 PVT. STORM x WM w Z PPRO . EX.�$ DI�AT 1 26 I PHASE 2 I ^� FIRE HYDRANT (HYD) ul EX. A I I DRIANAGE E MT. 52 P w 501 PHASE 1 I w + (WV)j SANITARY SEWER MANHOLE (SSMH) x _ / ® WATER VALVE Eu HYD. O _g I Lll I 15' PVT. STORM I 67 O I C° EX p 31' I " 14 `j STORM MANHOLE (STMH) O w N < A o co J I I m HYD. 38 I I 33 I I oo O O CLEAN OUT < d 47 U- Co DRIANAGE ESMT. z 13 ^ Q Itw. I I x I Y I D-a � I I U/ UTILITY POLE DB DEED BOOK p LL a YI-9. —P-36 — STMH-10 1 z I I N o _0 O _ o D � vw °C ~ I * — — — — — — PB PLAT BOOK O c7 EX. WATER SERVICE I o _ _ w � 76 > I ° w I — — — — — — — LIGHT POLE PG PAGE C) z CONNECTION SERVES LOT 46. ? r 1 O O > to y o m N L Lw_ x (PROPERTY ADDRESS: 50 WHITE O F I m 84 d 85 68 c I 56 53 �c I m m n�� J w oo c I O R/W RIGHT-OF-WAY z POPLAR CT.) COORDINATE WITH w I 1 Y U I I O \ Yj-11 O I '� 37 I coQ 34 p� U I 12 I G �2 GROUND LIGHT / \/ I E P EDGE OF PAVEMENT o PROPERTY OWNERS PRIOR TO 18 r cc N PHASE2 _< =a j < < I - Q J < O 1',I I E/G EDGE OF GRAVEL DRAWN BY: AGB CONSTRUCTION I I F I CO N I I m m 1 2�I y p m „ CONC CONCRETE o F_ I vw < d w PHASE 1 1 vv)i I oo 7 a aI 7 I • GUY WIRE I 48 z o J I �, _ w < 1 72 71 70 I G I (� RCP REINFORCED CONCRETE PIPE CHECKED BY: ARS 12 DI DROP INLET YARD INLET (YI) I I I CI CURB INLET DATE: 05/17/2024 o w oo O J O Q 73 69 55 O I 1 w O 2' 3I 13 FFE FINISH FLOOR ELEVATION PROJECT NO.: 802 01 YI _P-7 ~ P 75 74 m I 54 I 36 I 35 p �1 I 11 I 15 PVT. STORM I N pRIANAGE ESMT. oo A I u I 10' UTILITY ESMT. } m TIE TO IA 6" - - I I S P-19 1 70'MATERIA UNKNOWN cv BSMT BASEMENT 1 I I >< GAS VALVE REF. NO.: (] -10' X70' S.E. S.E. '-' 19 I - I OHu OVERHEAD POWER LINE THH TELEPHONE HAND HOLD 10' X 70' S.E. 0' X 70' S.E.S E0' S.E A' 10' UTILI � ESMT 7 I I _ o O C 3�P 4 ... .. CB 2 B-12- .. ..CB 3 C - Q L� �0' X70' S.E. 10'X70'S.E SCALE: 1" 100' ST H 0'%C7 0 X70'S,E P EX. TPED TELEPHONE PEDESTAL I � _ - HYD. $ 8" SEWER SSMH-1 - 0 5 °- SSMH- CB-50 B DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT 49 O o N SS HCR cL - - - fiESSMH ° B-74 - - ---- --- ----AT--- ---�*---- --,104 MUST CD'rF_---H-----H--- GAS LINE w \ SMH 3 a 8' WAT HCR o m WATER w-.-- Y pRo m- NO I - - - - - - CB 1 - - - - - - - - - - - - - - - - 10 - - CB 3 10 - - - - - - - - - - - - - B 70 HCR SMH--ss-----ss-----ss-----ss-----ss-----ss--Q Ot`s' Q�i� %tCC,r`'�---N----b-- WATERLINE .`` N AR I O HYD. _ _ _ _ _ _ _ X 70 — — 8" ATE — - - - = - - - �� r �j UE UNDERGROUND ELECTRICAL ``Q .- O ' N p 10' UTILITY ESMT. E. P-54 10 70' S.E. - _ _ _ _ _ oe ��°-- N EX. I m m HYD. HYD. BROO , FIELD DR l �HYD. — — — — — OQ 9Cyt�` 10' UTILITY E MT. cc ROO FIELDx FENCE LINEDm— —20 HYD. N N� ^ ° ' 8' WIDE LANDSCAPING ISLAND 50'PUBLIC R/W w I I _ E I W W O vCO 23 24 25 Q l WITH ENTRANCE SIGN z I j I1.0 � • WOODSLINE (TYP.) _ ` 26461 N o z 50 z ° O O 26 2 28 29 30 ; < 3� - <' 0 904 2 _ O I� 4 5 I 11 ,,O'�-N/� Jam;' < r I O O O \ 6/ I I �,� V L^ o L— P 1- — — — — I" O O �/ O O O 10 I 10 I , N , °�C _ „ m \ mTiuu��.�� I L� � [1 D_-- �\ YI-1— I-18 I � I I I ��` „• S 1 ��,.�```` Z m ■ Y -2— PVT.STOR DRIANAGE ESMT. OWNER TO COORDINATE WITH -J r N - - - z THE TOWN OF ELON FOR -YI- 5 — u, CONNECTION. NO ACCESS 62.5' TAPER 20.14' I GRAPHIC SCALE I OUT DURING CONSTRUCTION 14 'ALI- - 1 r It. 9 51 109.77' 109.92' 109.79' 109.99' 109.78' 109.64' 109.91' 109.71' IN _ ELON Y275.28' _ _99.88' 299.97' 104.32' — — — — — — — — — — — — — - --- --- -- ---- -- w� 280.60' Q — — TOWN LIMITS 20' DRAINAGE, UTILITY & CABLEVISION ESMT. `F'� w F — -I — — I — — — —'— — — — — _ ioo o so ioo zoo aoo -- z O - p 20' DRAINAGE, UTILITY & CABLEVISION ESMT. 13O �- 6 TOWN OF ELON 5 - 97 � 10' UTILITY ESMT. BEFORE YOU DIG .i� !" 2 S 46°45'04" W z S 44°40'49" W 1657.96' Total 4 I I 3 I I 1 0- z' /,y� `yy I CALL 811 N.C. ONE -CALL CENTER — — I— � ° 129 SECTION II 131 I I MATCH EX. PAVED I I ASPEN AVE. SECTION I w z 0 z 300.74' Total y 94 I u, z h �y 93 I IT'S THE LAW! 1 OF 14 < z 132 134 I 'z O O I I ( IN FEET ) F 1 127 1 128 1 ASHLEY WOODS SUBDIVISION I I 133 I 1 135 SECTION OF ASPEN I III ASHLEY WOODS SUBDIVISION o m o 00.73' (Grid Dist) 3 a 1 N m DRIVE W/CURB I EX. 50 PUBLIC 0 I �� I I 1 inch=100ft. 1 P.B. 36, Pg. 196 I 1 I 1 I AND GUTTER RIGHT OF WAYI I P.B. 36, Pg. 14 1 96 1 95 �� PLACE TYPE III BARICADE AT \ \ y oor � o0t � I � 3\ S\ GPciR O S e " �p 105 FUTURE PHASE 104 TEMP. GRAVEL END PHASE 1 TURNAROUND WATER AND UTILITY EASEMENT STA.: 9+56.87 (1) 2" BLOW OFF (1) 8" PLUG W/ DEADMAN BEFORE PLUG �ZO UT� (1) 8" G.V. \ l/TyFs\ v PLACE TYPE III \° o— BARICADE AT F END OF D_ TURNAROUND SS M H-25 25.5° j CL R300'—'_'- 10+00 END PHASE I ROADWAY CONSTRUCTI STA.: 10+00.1 98 99 F URE PHASE • .•1 1 670 'D D AINf GET LET-Tu SKI OM !N 1#7 VIA TOR! KAI)I MC li Y()N 650 .�1 9+00 I -A 1 = N1' 1 I : = I - I I = I I I - FN 1 p"t rF 'I 1 I 'TVrOOD ——U'" !1 0. DR.: 1 I ELE":c -'„+ ...... —3 1 1 - - )1 1 = I ;11 u TEE 1 VD 1 H!GH LOl POINT 7ED 1 - 1 it WIN on i QL w Ash Ln L� 10+00 POHNI I EfJEV. d 66 MENOMONEE ■■■■■■■■■ I■■■■■■■■® _ ______ ___ _IM __ III■■■��■■■■ NEEMENEEN I�1_-71�u A MOCEINEEMEN oon ■■■■■N—_� ■■■■=_=_=_■_■ _ _____ ____ ■ ME SOMEONE ONEENEEMMUMME■■_M_ONIE@ WWI rz®��® Sri" ■■■i■i■■■ 11+00 in =1 = 1 r A. 11 C 2 A.: 0io, 114n.2 � P i-WsP• ' ..I... �.1• -I qn ,1.... .F., 1 75.7 0(C6-'#T 1 Dinn. r_Y-n •1 1 I�IIVI. VDV.OL I I - 1 IIU 1% I'll IT- 6106 Tm %r - I I 1 11 \1 L1•; '1 /+I IM •'19• F'I L1, 21'I I IN ER DR1h W ST :, �JI S1A.: im 1 I 1 1 II 11 LL c 1 1 1 1 c'L r 1 1 1 1 1 1 I: r 1 .r_ lO I- W 1.. L- is : p I 1 �l ri G X Ij ID D I 1 'e i N IH I— Fn i 1 1 \ II A.: 'I I/+4 i1 -I LL '1 LL ill K 1i�ai-6�i:7yr 1 1 1 IIVIV. IIVI. VJ/I.YJ 1 R1IM. Inn. cba' Vv1.8D A • 1 _ : InV n IT• a G a (Cn n8) � 1 1 Ri J704 - n r PI'KA• VIG7 nAI 1 ini• Ihhn n)d ifla_tiscl 1 15+00 NEE■ L I : - 16+00 SEE SHEET C7 67. 27 �C OWN No—go roJ_asz I11lIIl111!■�l.Il�IJIIP'!�'!! Inc. �_■.�i RIM: 669.26 Inl\I/ 1I.I .ICL't Iy�/11 / IIV V. IIV.I VVL.IJ'f 1 I �IU/ I�I•IaaC 17G / r�. •.1vvJ.1cv1 z AND UTILITY EASEMENT Y � ZG 1Am \ FUTURE PHASE V\-29 T Va m N\ a \� \41 I DRIFTWOOD DR. RTn a�nn Tn �Tn 1R�nn 17+00 18+00 GRAPHIC SCALE 0 ( IN FEET ) 1 inch =40 ft. MMMEMO EN ARISMi ■■_=om SMIESEEffiffli ii■■■====1 ■m■■i==_■■__ ■E■■■■■== ■ NE ONE■1 ■■■■■■1 19+00 160 1 Lei-Tom1 670 N -I E W 0 M U U d 0 + ONO LU i 0 i1 N NO N U � Z � W � (3 o- LU) N V) m DO v i Q) 4J v Y Q U au 42 a� U IL L OFF N d ,} c N +s :tf0 c w .� L/) u O cr) U In J � M O N 0 VCN I,__ w Q W :5 V) 2 U m . O o W Q V� 0 z < w U �aC�Z a w ozm(D z J IJ.1 w tw oo�� LL Oo co � z m a Q a O O z z W J w V) 0 U w 3: Z 0 U Q 0 LL Q = O O DC UP -am 0 = Uz�v=j w w Z Z oQ5�: ocI-00 acnUF 1 660 Lu O Z z O W CC z 0 N Lu w w z z w : 16 O1 ei V z OD O N % v 0 a 650 w Q Q IZI- � V) 2 a J (D Z i I i i DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802.01 REF. NO.: SCALE: V=40' 640 ")`I)IIP I I I I I II IIII„ nr (lam ,S)s/ woo�Q�26461 z 04/2Q�4; """""141ng1U11111� I 1 I I I I I 1 I I I I I C2 is i 20+00 2 OF 14 MAT CN/ I L/NE �TNIS Sl1EE7-I ' Lu 76 O a I 75 I < O H LJJ � J ROAD CURVES SIGN 78 (SEE MUTCD DETAIL W1-1) 77 � I QI END PHASE 1 � �I j \ ROADWAY AC`lMTHHNFET I m � Is 0+98.61 NETSI I Il PLACE TYPE III PT: 3+14.9 e BARICADE AT (1) 8X8 TEE PUBLIC STORM END OF DRIFT o (3) 8" GV DRAINAGE ESMT / WOOD 7.5' FROM CL PIPE TURNAROUND DR. o -o (3)M1R.w/coNc. BROOKFIELD DR. M n THRUST BLOCKING o 1p �ri�l ES ` =PUBLIC R/W 50' PUBLIC R/WCq � ss �/y a W/S 10' UTILITY ESMT. a OL -7 C/ R30p� CR ° 89.4° CB-76 87. 1+00 0 I + 8" SEWER lu 2+0 END PHASE 1 Q — — o mr �: CO_ SSMH- WATER S SMH-4 m tc (1) 6" G.V. S��F d (1) FIRE HYDRANT STA.: 1+41.24 \ 20• wgCK - P-8 BOG / (2) MJR W/CONC. Wg7"FR - J, CB-6 � THRUST BLOCKING F\ ---- - - ---- ---- - - -- --- -- ° v 8" WATER IZ (1) 2" BLOW OFF 10'X7� m� ti� S�GHT� Q" �T ESMT• 10' UTILITY ESMT. W/S (1) 8" PLUG W/ � ES o 10' XZO' SIGH DEADMAN BEFORE ' PLUG DRIFTWOOD DR ca PUBLIC STORM 1 (4) 8" 45° BENDS STA: 0+00 Co I DRAINAGE ESMTI ROAD CURVES SIGN MJR W/CONC. BROOKFIELD DR (1) 8" G.V. STA: 0+00 7.5' FROM CL PIPE (SEE MUTCD DETAIL Wl-1) THRUST BLOCKING (1) 6" G.V. ASHLEY WOODS DR (1) FIRE HYDRANT STA: 0+00 (2) MJR W/CONC. s w IF I g F- THRUST BLOCKING V1 O w N Imo= Nw / 00 o r 5z 116 I o �I W 117 118 of 119 _ 1It=r O � o I a I C � 0, < 20' PUBLIC STORM 5NI DRIANAGE ESMT. R/W P-13 15' PVT. STORM o P 2 m I DRIANAGE ESMT. v I SEE SHEET C5 .•I w:vZll LL RA1NETO SIMM Q Q ISN 12 (: n01 (� R f7Nl VHA 1-- 1 mimmmomm 1 650 C . o\ / rN- ; I /I ✓ I .rC�r.• I J/ I I a I SiviI 1 A.: 14 --- -err nl II I I r Ilnl.. r ° -T--- hl IT.I -I r•r•� Ire ,riv " -r resin I I 1 1@d I IIV\% I. L.-- L. 1..- (III GG,C w-1- 11 n I_-_ htiX H.F. 1 I. 1_ IFlr 1 I .I 1. 1111AH1 1 1 1-... ■nz m■■ i MEN Fat I��iiYiiii■■■ MOM= �H=� NowAmmumm ■___■■■ mumommom GENERAL NOTES: 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. i 3. 4 SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. I 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 0o I 76 l o I I o 5. AREA DETERMINED BY D.M.D. METHOD. w 84 Ln I � r r 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF 4 o I ? < I I PROPERTY. C %C I ,� m I m pp I 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOF r — TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. IT m r„ W 2 t!T I 8, THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT 0 I I m NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. C I 50 ' I 9, DIP SANITARY SEWER PIPE TO CLASS 50, VES SIGN D DETAIL W1-1) _ I W N R/W ' 75 74 <I 26' I� 0 BC -BC Iw P-7 — W P_ PUBLIC STORM I a In PC`z+12.03 m I� \\ DRAINAGE ESMT BROOKFIELD DRir ' 7.5' FROM CL PIPE STA: 6+09.72 -\ CLEAR SKY DR. CO Co I� PUBLIC STORM O STA: 0+00 I DRAINAGE ESMT Q, ROAD CURVES SIGN P_19 7.5' FROM CL PIPE ' s ti (SEE MUTCD DETAIL W1-1) I \ I — — SO� 10' UTILITY ESMT. 7�IT< E� I I 7 1Q x�S1GFI SA4 W/S 10' UTILITY ESMT. lk �p P-4 o- O. 179.1 3� FOB, CB-1 ?� S SSMH-3 CB-3 8" SEWER 4+ m m 5+00 \6+00 I +00 SSMH-1A 8 0 SMH-2 I d 8 SEWER 87 4° Co 180° CB-1 (4) 811 45° BENDS - - - - - -8" WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8'rWA7ER - - - - - - - - - - - - - - - - MJR W/CONC. 10' UTILITY ESMT. W/S 10' UTILITY ESMT. THRUST BLOCKING (1)6"G.V• I BROOKFIELD DR. (1) FIRE HYDRANT (1) 8X8 TEE (2) MJR W/GONG. 50' PUBLIC R/W (3) 8" GV (1) 6" G.V. THRUST BLOCKING I (3) MJR. W/ CONC. (1) FIRE HYDRANT THRUST BLOCKING (2) MJR W/CONC. w THRUST BLOCKING z I =� 120 I I 0 z >z 124 125 121 122 123 O 126 12 zn O 7 O O 0 15' PVT. STORM \ \ \ DRIANAGE ESMT. Y 1_ 1S'PVT.STORM GRAPHIC SCALE \ DRIANAGE ESMT. YI-2 \ 40 0 20 40 80 160 ALL STORM PIPES IN THIS PHASE HAVE NNW 11■■■====■■ ■i■■■i■! r I INV. Ov i � nIINI. o, I i�YIIV1I l�. u II I ONE ■■■ ■■■ ■ms I I� ¢ rh lD • •Ill T Y n�M ¢ 4 v BROOKFIELD DR. STA. 0+00 TO STA 8+00 END ■M TA. 6+r 7 nn IA .u-7 1V iyV,i,iiT 6779i ST 61 5 0 - -4 30 INV. OU :67 .90 C-D- iN'v-IN. ;; Alii -11 IIVv1. VUI:O/V.4/ lut1- CIn1 n 1 IT E � \v, . - L07 0 ry- IVI F FV• 6R -74 = = 3 .00 ( IN FEET ) 1 inch =40 ft. N -I E 00 0 M U 00 U N LU i 0 i1 N NO N U z 4- bA p C = a1 co_ 0 �6 N Ln m00v 0 i Y a, � Q U I� Nam° N N U W � Ln d N � m. } F wI fkj Ln O crm 00 U 111 J o M O N rj J 0 vi �Luw� W — Q<V) U Ql CO CC 0 O r- Q T I Z Q N LLJ U �==Z azm Q 0 ZLu Lu Lu �w O DO0aaC 11111_ Q J w LL In W 0 0 COCA W J Q L.L CL o z 0 Z E LLIz z z � U w Q Q= 0 O =-i boa W Lu Z O Q oc H- 0 0 aLnUF- m v z 0 O1 Lu Ln i U z Z bDD 0 Lu °C % z z Lu o N 670 O W CC Lu Z Lu % 2 o Lu (D Z ° a <i <<<< DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802.01 REF. NO.: 660 SCALE: 1"=40' """I,P IIIIr IIIIII„ �N CAR'"' /� , = Q�E 26461 C3 3 0F14 % 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 GENERAL NOTES: 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. 3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. SEE SHEET C6 SEE SHEET C7 I I a 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. w 1 M I 5. AREA DETE MINED BY D.M.D. METHOD. YU PHASE 2 f I Cr cn m I b I a 6. THIS MAP D ES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF IY V) I I PROPERT . Q PHASE 1 00 1W In w J co I o0 J O ah W J 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR `n 70 3 I �j w I Li 5 U I N x I E O F THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. O \ 00 } I z w J > 73 72 71 Q Cr a 8. W J THIS MAP H S BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT O 69 J N 55 z I J Ln o I I NECESSA ILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. O Z x 1 0 I D '^ 0 W m O z 54 LD o a_a 50' f I > 9. DIP SANITA�Y SEWER PIPE TO CLASS 50. N M m Q I R/W • m LO D w l 31' 1' I M I 50' I l BC -BC �R/W e I\ I I 00 26' I c \l� SI BC BC I \ Al G�SM� 10rOTILITY ESMT. W/S 10-UTILITY ESMT. 10� SIGG"' � O �0 S1— ESMT c^n �ogCp v v , 5' SIDEWALK ' T SIDEWALK x n_5 S O9 10' UTILITY ESMT 1p, X7p= � T -p1� 1 10'X 7=GHAT — U 6 CB-3S 1 . _ OC CB-12 �STMH-p_ B 3 5' fDEWALR v p dO y W I SpQ .pep W I 7+00 SSMH-1A g" SEWER 8+00 9+00 10+00 N 11+ 0 12+ 0 0 N 11^� m d SMH 1 +—a — 13+00 SSMH-5 CB-50 180° 14+00 0 31� co 8" 15+00 1 U Lw P-109 Ln pR In "' m 16+00 W Lr) s CB-11 a 3 OL CB-3 W ♦ Y _ _ _ - - - - - - _ _ _ _ _ _ - - - - _ _ _ CB79 - - - - _ _ _ _ _ _ - - - - - _ _ - - - - - _ - 1 = 8" WATER y� - - - - - - - - - _ _ 8" WATER _ _ N W 10' UTILITY ESMT. 10' UTILITY ESMT.W/S 10'X7p, 6 T E 70, 51�HT ESM_ 10' UTILITY ESMT. ♦ - - - - - - - - - _ _ _ 1 / 101 — — — — W/S W/S BROOKFIELD DR. I M P-S4 my I BROOKFIELD D— (1)8X8TEE 50' PUBLIC R/W (1) 6" G.V. (1) 6" G.V. I BROOKFIELDDR. C° — (1) 6" G.V. STA: 12+16.84 (1) FIRE HYDRANT ASPEN AVE. (1) FIRE HYDRANT (1) FIRE HYDRANT 50' PUBLIC R/W (3) 8" GV (3) MJR. W/ CONC. (2) MJR W/CONC. STA: 0+00 (2) MJR W/CONC. (2) MJR W/CONC. THRUST BLOCKING THRUST BLOCKING I I I THRUST BLOCKING THRUST BLOCKING BROOKFIELD DR. c, STA: 15+45.68 GREENFIELD DR. w� I� (1) 8X8 TEE STA: 0+00 I w (3) 8" GV 5 z I w 1 (3) MJR. W/ CONC. D_ Q LLJ cc + THRUST BLOCKING o Q aIg v I O 3 (1) 8X8 TEE I 125 ' W Q O (3) 8" GV 5 z 3 3 Q 1 (3) MJR. W/ CONC. O O J 126 128 129 130 I 131 u, Q O THRUST BLOCKING O O 127 O O O a� � � - O V) W < ED 15' PVT. STORM 15' PVT. STORM I a 1 O DRIANAGE ESMT. 4" SCHED. 40 PVC DRIANAGE ESMT. YII-18 o I ENTRANCE SIGN. R I J UNDERDRAIN TO I ISLAND. WRAP 18"MOUNTABLE GRAPHIC SCALE ISLAND WITH 4" CURB PER NCDOT. 15' PVT. STORM — SCHED. 40 ISLAND TO BE DRIANAGE ESMT. — PERFORATED MAINTAINED BY a0 o zo 4o so i6o FRENCH DRAIN I THE HOMEOWNERS _ WITH # 57 STONE ASSOCIATION. FOR ISLAND DRAINAGE ( IN FEET ) 1 inch =40 ft. WOU STAI 6+ ✓ v V - -14 3 INV. OU :67 .91/ !CB - ."I: 6251.83 IN%) IN' 77 I 11 -11 IIV VI. Liu 1 : D/ Y.4/ lun- ..1 1 650 Mw Ell No wM 0-11 Pi-j 11 ,_ . I VI" nUl I I n uvv_ coi b/o ron rol. - voJ.p/o - - 1 VI F Fv_ t!6 ./4 1 - = 3 .c 1 HY D. T EC I l-ATE D n ulr� n� 0 I = IN Iry V. -OUT: 7 7.4 ft,!-iRl 11. 3 51 I_ I .VY l.U-/JJ 1 n rn _ 'I CU 113 Z �) c I � -- ■■■IS■■■■ ■■M■■■■ ■■■■■■■■ E110■_■ MINNIE —MINNIE —■M■ -- -- ■ MINNIE —----� MINNIE — r�i�illi�lllfi 1— - - ------ A. 10^ 1.05 1l1 1, 11. -I I I I I I i l I I I I BROOKFIELD DR. STA. 7+00 TO STA 16+00 *NOTE* ALL STORM SEWER PIPES I THIS PHASE HAVE CHANGED. FROM RCP TO F IV\% pi ll I F;77 in ( I IVI F7_ I STI Ill.( RI RIM- 6; 1 �._11 IINI. VI 'N I N A;. I I\I ON D� 1.04 W1 INV OIUT F7.1i 6.0 STA. 13T m- , V NO POI 1T S A. = 14+-.,.541 P(ji yT Fill+FVAR44 Klitilvl A =3Vi I El/1 I ■■■■■■■■■■■q■i■■■■■■■■■■1 ■® IN ■_■_■■■■_�■■■i■■■■■■■_■___ MINIM - NONE — _ MINNIE ■■■■■■■ice■� 1■■■■■■■■■■■110 on. I■■■■■■■■■■■®■■■■■■■■■N 7 01011111111 N -I E W O M U 00 U N W i O i1 N NO N U � Z 4- tx0 p = a1 O �� co_ c/) N M MC)O L i Q) Y a '�Z O cr) W U li1 j 6 M O N J O vi �LUw� W �U .� aCO °oCC r- o T I Z < r-4 w U a Q = = Z ozm(D Z 1..1� ww0w LU O DO�aQc 0 Q 7A J LU LL In W 0 0 oc N CO W J Q L.L a O z cc O Z EL z W z J w V) Z° U w oQ Q=� U=Q boO a U Z N W W z Z 0Q�� oc 1— O O acnUF W 3 z O ate+ O1 ti W <n i Z z bo O LU i z z cn W O N 670 O W w W Z w % a W Q � 2 a Q � J (L Z Oia a a a a DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802.01 REF. NO.: 660 SCALE: V=40' �N CAR""' E Q726461 �/04/2Q�4; C4 7+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 4 0F14% I I] w:vZll 1 650 SEE SHEET C7 SEE SHEET C8 I I I I I v � xl x D N ml z\+11 I I � cc w cc wIQ o a w I LJ . m F o 11 Y w al 1 F pc V I o 0o >'1 Z 0- o a � I Lu w I log a m 50' 54 L' ' 36 V) Lu 35 z a I R/W 1 11 INSTALL6"x8" IJ-- OJJ o INCREASER O I Coma O I x I I x z Ln BC BC 1 I ' o + PUBLIC STORM I 10' CURB TRANSITION ' END OF EX. PUBLIC STORM I 50I I ~ DRAINAGE ESMT I FROM STD. TO ROLL I PAYMENT o R/W DRAINAGE ESMT m I i I 7.5' FROM CL PIPE 7.5' FROM Cl PIPE P- 7 u 25' TAPER I STA.: 20+30.51 26 I BROOKFIELD DR. I 1 CROSSWALK BC -BC I ` I I EX. 6" G.V. 1 10 Xm 50 PUBLIC R/W 1 10'X 70'SIG EX • EX.6" 10' UTILITY ESMT. X1GHT�. Q GHTESM= X= IGH�MT� Q 60MT•- iOrUTILITY ESMT. DRIVEWAY - WATERLINE 10' UTILITY ESMT. 10 1 5' SIDEWALK 5' SIDEWALK 4 pj�9 v 5' ID WALK O 6 P-9' „WATER - w--w-- U O -CB-7 CB-50 1 C CB-74 1 180° 87.9° 93.2° 177.9° � - - - - W 15+00 R 1 1 0 17+0 m 18+00 ER 1 19+00 20+00 l EX. 8" w w n o - 1`� _ SAN SEWER n v W SSMH- o I m u SSMH-7 - s-----ss-----ss----036-5` EX. EX. SSMH I �' BROOKFIELD DR. Lu CB-7 -I- - - - - L1J 8_WATE "WATER - - 10' UTILITY ESMT. W/S 1 UTILITY ESMT. UTILITY ESMT. W/S EX. DRIVEWAY BROOKFIELD DR. I BROOKFIELD DR (1)8X8TEE IBROOKFIELD DR. STA: 15+45.68 STA: 18+65.89 GREENFIELD DR. OWEN PARK DR. (3) 8" R. FROM CURB TRANSITION 50 PUBLIC R/W STA: 0+00 (1) 6" G.V. STA: 0+00 THRUST UST BL CONC. FROM STD. TO ROLL (1) FIRE HYDRANT THRUST BLOCKING I (2) MJR W/CONC. F I I THRUST BLOCKING (1) 8X8 TEE (1) 8" 90° BEND MJR. W/COIN . (3) 8" O ON I O1 I THRUST BLOCKING (3) MJR.R. W/ CONC. I- w n THRUST BLOCKING 5 a¢ 0. = CL x D D m ml m N p O 4 6 7 8 O9 NI O O O I I I I 15' PVT. STORM 15' PVT. STORM - DRIANAGE ESMT. � DRIANAGE ESMT. I POI �,IT IZ JA.-114+VJ9.64 POINT EI EV, 684.3165 r. 0 GREE iiii■ ■■■■■�� iiii■■■■■®■■_-� :o 1■ 71 Nam" nF P; � m BROOKFIELD DR. STA. 15+00 TO STA 20+2E iiii■■■■ ■iiii■i■ ■■■■■■■■_ -mm■■■�■� osomm■■ M■■OaREN HE■M■mwm amE = m■■ u-iME. ■i■iiii■ M■M ii■iiii■ r,. _ef ONES ® Simi IAI\, ICI. ILCn 1Yl Y v. Iv. V VY.4L El GENERAL NOTES: 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. 3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. AREA DETERMINED BY D.M.D. METHOD. 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE 01 SEE SHEET C2 PROPERTY. 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIO TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. W2.1" 8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. to I 9. DIP SANITARY SEWER PIPE TO CLASS 50. BC -BC ; (1) 8X8 TEE x I PUBLIC STORM 1 o DRAINAGE ESMT I 10' CURB TRANSITION (3) 8" GV I_ 7.5' FROM CL PIPE (3) MJR. W/ CONC. m 8" GV FROM STD. TO ROLL THRUST BLOCKING � � 1 � 25'TAPER w P_L IN ASHLEY WOODS DR. EX. HYD - 50'PUBLIC R/W EX. 8" WATERLINE (77) I 1 10' UTILITY ESMT. A n O O 8" WA.LER 30 _ _ -P-11 _ _ CB-9 - ----- R BO PROP. CROSSWALK 96.6° C CB-8 -179' OS+ O- - I � - �m 1+00 0 _m PHASE 1 0+ ^ "� v 8" SEWER a EX. SS H ✓ m v m m EX. ASHLE DR. PHASE 2 COL CB-1 _ - v LQ . 5 IDEWAL - _ W/S 10 UTILITY ESMT. END Of I PAVME DRIFTWOOD DR STA.:1 Q I o STA:0+00 O U k BROOKFIELD DR I 10' CURB T 0 78 v STA: 0+00 FROM STD. TO ROLL 8 -- I / I ASHLEY WOODS DR I STA:0+00 g I IL ti I O - I 25' TAPER �� 116 Q O Uw O N Q PHASE 1 j PHAS I I /U _O E Z GRAPHIC SCALE 40 0 20 40 80 v 1 = 1 1 !Gu V11_ -lm l/IIV CI I LL \, - V. - CL VV. '1A LJ LOW Y IIV I IH, - l+ VI FI FV, 666 45 _ DWI CTA - 11 7 2 K .D. 0.4 /o 7 1 14. 09v ASH' EY V DODJ DR. 1 1 -I IN IN .I NIA ti _ rn n DRIFTWOOD DR 1 �I •• I •• ��I� + n .STA. 0+0 \, I im IW I �: w \ 1 1 I 1 1 nIm w1- r7. Lu �1�■■■■,�.�. iiii ■■■■■■■■■■ ■ EME WE - ------ ------ ------ ------ ASHLEY WOODS DR. STA. 0+00 TO STA 1 +90.09 ( IN FEET ) 1 inch =40 ft. 160 N N 670 N -I E 00 0 M U 00 U p0 +, N LV i 0 i1 N NO N U Z 4- b,0 C) - QJ rn o•��C7Ln N rnn 00 a IY @) Co i � � v QJ Y Q � U 'L c N Q) � all U W or \Z c N � w 0 = � U J m 0 O (� 0? U L!i J Zt M O N Qrj 0 vi Lu CP W o QN° �u .� Q � � V) Q Z Q N U ° w �ac�Z a ° ozm Z > LuzT O J O DO�ac w J Co W � LA 0 J W LL Q � ° a ° Z 0 Q Z W, m z F- 0wci'I W J 0Qzz L. Q=<m U ~ Q O ° boa ~Z�c=i1 wwzz 0 < 5 z oc00 QacnUl- _J CL W 3 OJ z 0 O1 ti Lu sn >bD z z O Lu i Z z � w o N 660 O W w w Z w % 2 a w Q^ a a (D z z o DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802.01 REF. NO.: 650 SCALE: 1'1=401 \\\\\\1111111IIIIIIII/, �N CAR""' \SS,,,,,,,,0�° -, Q�E 26461 4/2 C5 AAn 5 0F14 % 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0+00 1+00 2+00 3+00 GENERAL NOTES: N 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. pop 0 M 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. U dA +� N SEE SHEET C2 3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. Lu O i i1 N a v N U ( N Z SEE SHEET C4 I 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. '� I _ P 52 Q z' I 63 62 3 I 5. AREA DETERMINED BY D.M.D. METHOD. � M ,> 0 i I I - I YI-18 P-51 Ip W = C I Q pG 65 64 O � wl F Q Q 0ir a I I 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION PROPERTY. OR CONVEYANCE OF N N M M I I _ I _ _ - - - L� 15' PVT. STORM I 1 ' W �^ rI I m m LA 67 O 66 a a o I I m . ti so' R/w 3i, I 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF WAY RECORDED OF INSPECTION. PRIOR L al Y I DRIANAGE ESMT. ul v n o 0 69 68 I I L cc � 2/ BC- BC I 8. THIS MAP HAS BEEN PREPARED WITHOUTTHE BENEFIT OF ATITLE REPORTAND DOES NOT a `� I � I I Ln PUBLIC STORM v° C" DRAINAGE ESMT Q ' w NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. I `o 31' I I 10' FROM CL PIPEISLAND o 3 ° I= BC-BC50' l ^t `r 9. DIP SANITARY SEWER PIPE TO CLASS 50. 131 , o o u w Ln II END OF EX. ENTRANCOSIGN. 18" MOUNTABLE CURB PER NCDOT. I BROOKFIELD DR. 1 to nl R W / o u I AVE. I I o + u>_ s iJ ' - I ~ I� of PAVEMENT STA.:-2+13.79 I ISLAND TO BE MAINTAINED BY ASPEN AVE. STA: 12+16.84 x I ASPEN AVE. o 1 G1 ASPEN pUBLIC R/ W 10' UTILITY ESMT• n a �o /S I I THE HOMEOWNERS R/W VARIES STA: 0+00 I I 1� u ° o 50' 5' SIDEWALK42 ASSOCIATION. + 10' UTILITY ESMT. Cg-4 P-6 N Ln I ' 10UTILITY ESMT. I o L '] ' 10UTILITY ESMT. a P-61 3� CL R300' HOC 99.7° 1 " o c� a d 5+00 I 6+gyp= �� DRIFTWOOD DR. V 5' SID ALK ° I P CB-4 SSMH-23 4+00 4.2° a- - 8" SEWER a 1 13+54.07 � CO B-37 I P-55 ASPEN AVE. IN. aSTMH 1 A r) + -� `W�- CB-43 30R 82.5° Z6+g STA:6+41.80 OFZ -2+00 00 -1+00_ c I 0+00 m + �� + i-Zuur- � 5 .� + - � � q _ - }, O _ _ -� o `� m m SSMH-22 CL R300' a. ° -� °� + _ Lu O - 62.5' TAPER 25' 62.5' TAPER 30, BOC �� 3 B-41 _ a ,o I - - _L - B-3 � d OL _ _ �5 - - s I - - - - - _ - i _ 10 UTILITY ESMT. _ I 8" WATER (1) FIRE HYDRANT cqP 10' UTILITY ESMT. 10' UTILITY ESMT. W/S (2) MJR W/GONG. co po THRUST BLOCKING F (1) 8X8 TEE I m �° 5 I I o I I (3) 8" GV c m IW 10' CURB TRANSITION I FROM STD. TO ROLL CURB YI 25A 4" SCHED. 40 PVC I (3) MJR. W/ CONC. =I THRUST BLOCKING I C=91 I I /o I 61 w ¢ I (1) 8X8 TEE (3) 8" GV UNDERDRAIN TO II 1 I^ (3) MJR. W/ CONC. O I ISLAND. WRAP I ISLAND WITH 4" 1 I o f v o ~ I I I ow ID 59 60 O o IQ I THRUST BLOCKING 0? V Ln J o rn 40 SCHED.AT PERFORATED FRENCH DRAIN I 1 (1) 5" G.V. O I 1 rn I `� 55 O 56 57 ~ a O a s 58 I I c PUBLIC STORM / DRAINAGE ESMT 1 z J 0 cv O w rj ` WITH # 57 STONE I (1) FIRE HYDRANT oc "�' > r o 7.5' FROM CL PIPE 1 L w I FOR ISLAND I W J 2 U N DRAINAGE (2) MJR W/CONC. BLOCKING SSM -5 I I CC I I THRUST I O tr O Co I SEE SHEET C2 Q z Q N I = Lu z SEE SHEET C4 a `�' Ozm GRAPHIC SCALE Lu w w z w w o a oo�� J 40 0 20 40 80 160 O O ( IN FEET) 1 inch =40 ft. > 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,,��(( Co 1 I 1 1 1 1 1 1 I ITFR FrTI N 1 1 I -I (,H I IIN FI F/_ - -- ./ h L_ h 1 1 1 1 1 1 1 1 1 1 1 1 7 . 1 1 1 1 1 1 1 ]IA.: 1 +lb. 14 1 1 D /i EL \/ - C,77 3- 1 1 1 1 1 1 1 ST - .. 1 HI HP INT IA.=-2+l .88 ,1 /1 1 1 / 1 1 1 1 R 32,_U 1 1 1 1 1 1 LOV'PO IVI C CV. 00 .7711 1 1 1 . .. '. .... __-. _-.. .. / 1 1 / -- v' OlJ 1■!1 D 1 V nnn / V 1 1 1 TA 5+ 1 1 1 1 D\/I STA _1+ A cn / 1 - -'1" Il/VV ,.. F71 _l, 1 .uuu 1 1 - 1 1 1 1 1 1 _ �' �. 1 r� n 1 1 1 1 ,-v\/I i Eli = 6 d i 1 1 1 - Inrn IVL/1 1 RII -'I""' W An ' _72 1 1 1 1 1 1 I I I I 1/ -.o 11 "7 `Y u U/ Dn� ,w II.,, vIVU R �v Lrr�l 1 1 1 1 R1:1 •1 lilies RI J •ICI illy *NOTE* 1 1 1 V= i/ l 2•v lfl\%( 1 1 1 1 1 1 1 1 1 - 680 4U.�74V1. 1 1 I 1 I I 1 1 1 - 1 1 1 �/iU 1 1 1 TI - �1- _T.I Lcl I ALL STORM SEWER PIPES IN 1 1 1 1 680 a THIS PHASE HAVE �I_-11. wl IA=1 1 1 1 z o 1 Ln I n I: 1 1 1 1 1 1 I III 16 �'1 1 I I 1 1 1 1 1 - 1 1 z Q 1 1 1 1 _._ _ IPlnn•687 J1 •�,TU I 1 IIII • G h /nl n- .1/1/.. -_ - 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 1 1 HANG D RQM RCP T P 1 +I 1 _ +I."' kIW=1 �i1'--_1 1 1 1 1 1 1 1 w J I- I 1 NI' 1 1 1 W L z o w 1 1 IINV.Ii�: 1 -„ - L V 1 IIII - •'••• 1 1 1 1 1 1 Inl\/ IIVV nl I VVI c� V / . 7 n I 1~I .�' -` irs J I KfU IIII IIII SEn PArI 1 1 1 1 1 1 1 1 1 1 1 1 ,�t1 1 1 VI I % L I`J-1 % - 1 1 1 z z O Q 1 1! 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Irn 1. n u] - 1 1 1 1 I I 1 1 1 1 = -' � T_J 1 1 1 II 1 �l 1 I - I -� 1 1 1 1 O � 1 1 1 - 14D = ,• - v 1 1 I 1 1 -_ - 1 1 1 1 1 _1 ilo I J �,rvl KI IA 1 1 N Z 1 1 1 INn/ IN• 76 Q /r V (C -J G •n_ ' 14- 1• 1 I 1 I 1 I 1 I 1 I _ �� 1 I 1 I 1 I l l 1 ",\l 1 I 1��-• I I o _n0 / I I 1 I 1 I Lu W pp 1 1 1 • 1 - 1 1 I 1 1 C A 7 G7 A 1 2n IM: 7C/ J' J �` 1 1 1 Y 1 I 1 T V'CA �l\'' /A._ 1J - � .J 7. I I 11 I 1 I1 1 1 1 1 ~ O 3 % 1 1 1 1 1 1 1 •• _ _ 1 1 I 1 '/V� _ '" C' I I 1 _ 1 1 1 z In l0 1 1 1 1 1 1 1 1 1 1 I I 1 __ 1 _ __ -_ - - �nM \ I 1 Tlhni ' 7-/Iv \ - .. 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I• 1 1 II'V, CHAT hl- I (l -!L%1 ' 1 -' V v \ -, ' 1 IIVV 'N. cn O M a a a a 1 1 1 1 I 1 V,rrT:i66 lcn/,+n "1, 1 1 1-_--.I L__ J- .. - 11 \I 11111 PIIU-A;I,i fla 1 1 1 DRAWN BY: AGB 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ILll/ II IVV. 1 M1./V I:100'#JOJ 1 1 ILLD-'+Q 1 I r I 1 1 1 1 1 nr�/ 1 1"••r'^•`r��•y�\"1�"/1 ._. rwr. -�-� ..1__. ., l.,r -,nr 1 1 I 1 I 1 1 1 1 I I I I i 1 �� I nn I�1111-1....J.._J 1 •••r••• �r-'.�- _. , 1 L__-.1.__I 1 1 1 1 1 I 1 1 1 I 1 I 1 I 1 1 1 I 1 1 I I 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --r 1 DI�AI• I 1' v'I• ..-: CC41 vvcry.-.-e r- ••-1- AA �-T I •-/1 I I 1 1 1 1 1 1 1 1 I nIi 11 IIII 1 III IIVV. J., I,T. UU I - I: 6DL, I- - -I 1--. >, 9' -- .1.., (SSMFi-A71 I -'f" ..1�, T' 1 1 1 CHECKED BY: ARS I I 1 1 1 1 1 1 1 1 1 "• • •1 "•: Y(3-'•�r - \ IIJ 11-K-aal -_�/ 1__ 1 1-. 1 1 1 1 1 1 SSIv1I7-ru 1.:� .�. 1' •1 1 1 1- '1 1 1 1 1 DATE: 05/17/2024 1 1 1 1 1 I 1 1 I IIIV\/I(11111•hF.i 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1II\v.1IIJ_ 1--1---- 136)_1 ----1-...,--/ (Ylarl' 1/ 1 1 1 1 1 1 ---_ -- •1 1 1 1 1 1 1 PROJECT NO.: 802-01 1 REF. NO.: 1 1 1 1 1 1 1 l i V V nh /,li-nn' 1 1 ""I•" "Y�•-"'I 1 1 650 I I I - ; 1 1 1 ; :.J. - T. _k� �1 -'-- , .1. .-- 1 . - . 1 650 II_ I SCALE: 1 =40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r -R_aa r- • hTw r r*n•A 1 1 1 1 w •Jn 1 1 1 roL 1 �'� �� 1 1 1 1 - n 1 1 1 1 1 1 1 1 1 1 1 1 1 llllll//// 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 nuvLlvuJ•r� . 1 1 1 1 . 1 �crnrl� 6ar.J�1 I + 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 \\\\Illrlll ' .N CgRo, �� 1 1 1 1 1 I 1 1 1 1 Y. 1 \\p\1111111111J/I/// -- I 1 I 1 1 I 1 ,.... r-•1---•r-�r - ••r 1 1 1 1 1 1 1 1 1 1 1 1 1 "•r•"'-rr. �-1 •�•�"1 \�-'-'r*� 1 1 ?=d�O /� 1 1 -T"--1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ASPEN AVE.■ 1 1 1 1 1 1 1 1 1 1 1 1 1 J-.. Inl�i, I---' DII\A.1Cc7 IkIIV I. ,'• • • ,":. nli r-` IuuJ.7 L. iT;lr,tix,scl 1___ I--- •`- 11�•'�-�� L i- \- 1-' 1 1 Rinil• 6ro3-nn1 1 IAI„ / -IIII 1 IIV V•g1 1 1 - 1 1 1 1 1 I I. 1 _ �L E - -26461 = = = c ( 04/2Q�4;' I I 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INS- I11U;iY1S TCi1 - 1 1 1 1 1 1 1 1 -,O"�-,, G� N� J,,: 1 1---- STA. -2+00 TO STA 6+41.80 1 1 1 \,.� ,,F'/,,,,// \°'' �. , ti /IIIIIIIIIII,\P ti 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 R 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 44 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 6 0 F 14 SEE SHEET C4 SEE SHEET C2 STMH-29 (1) 6" G.V. (1) FIRE HYDRA N I I I 50' R/W I (2) MJR W/CONC. I I 31' I THRUST BLOCKING o I I BC -BC 1 I In w I Q C: r cc o 0w I I Ip W ' to A m 0 0 53 O 52 O 51 (D z 50 49 O 48 w A Y J I� „ 54 ID I I n I a N I I I F Lr P-81 o% I cz7l I I I Jo 70 V o GPI PUBLIC STORM I I PUBLIC STORM lol CL C TDRAINAGE ESMT o =1 7.5' FROM CL PIPE DRAINAGE ESMT o m I 10' FROM CL PIPE m BROOKFIELD DR. I I� I GREENFIELD DR. Co STA:15+45.68 Ig 50' PUBLIC R/W GREENFIELD DR. D A\ Q I STA: 0+00 I� �1 r—_10' UTILITY ESMT. 10' UTILITY ESMT. W/S 10' UTILITY ESMT. (1) 8X8 TEE 60�y 5' SIDEWALK ° P 73 5' SIDEWALK P-75. P-7g 5' SIDEWALK CB-56 o 0 MEN CB-54 (3) 8" GV I CB-51 CB-S2 3gOL = SSM -27 In (3) MJR. W/ CONC. I + 0 1+00 8" SEWER \ 2+00 3+00 4+ 0 5+00 8" SEWER o 6+00 THRUST BLOCKING I SSMH 26 o•� p 3p,R a-179° BOC G] i O 8" WATER _ I —CB- — — — _ _ — _ — — 8" WATER _ _ _ _ — CB-55 _ _ — — _ _ 8" WATER _ _ L69 >-_ _ I I 10' UTILITY ESMT. 10' UTILITY ESMT. W/S 10' UTILITY ESMT. p- 5, 00 I- CROSSWALK m o\ 6 i? (1) 6" G.V. O (1) FIRE HYDRANT 's �cy\ rt' (2) MJR W/CONC. THRUST BLOCKING �. N o 50' ' ' R/W J I I 36 31' 37 3g 39 40 41 42 O O W O _ O 43 BC BC O O O I SEE SHEET C4 ST • . • mm! ON 111 z'lm 1 670 UT: 1 650 11 47— L V'1 I 1 1 I I I I \ V 1 1 1 1 1 1 1 I V 1 I 1 I 1 1 1 I 1 1 I I I ' 1 II IL I I L 1 I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 1 - 110 o \` RIM Ap? II\-S 67 V"-26"IV.OU 1 / I a.n F1 VT I mil. r7n IrA I ii\i• h7i1 tii ( ROME Aa 5LJ No--- ==MWm GREENFIELD DR. STA. 0+00 TO STA 6+23.63 1 I I I I I I 1 I ALL STORM SEWER PIPES 'THIS PHASE VCHANGED FROM • RCP TO . 1 =ME -3 _. 0 I LF 11 a I I CROSSWALK DRIFTWOOD DR. STA:16+53.24 GREENFIELD DR. STA:6+23.63 •1 1 1 1 (1) 8X8 TEE (3) 8" GV 1 (3) MJR. W/ CONC. THRUST BLOCKING .5 \ so ��LL o t G� SEE SHEET C2 = i i i i iu" nnlnl In RA V 1 ^Tn : 64L ------- - - --- - - -- R I I. 66;R 83 T IIV M. IIV[1661.4L3 iS T nI N m. OUII . 01/.Uo IJJIVIIH-2 1N Ins. IC 57 14 /SISI A (1) 6 (1) FI (2) N THRI GENERAL NOTES: 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. 3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. AREA DETERMINED BY D.M.D. METHOD. 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF PROPERTY. 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. 8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF ATITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 9. DIP SANITARY SEWER PIPE TO CLASS 50. GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch =40 ft. --------------------- 670 N -I E 00 O M U I0 U pp +, N LU i 0 i1 N NO N U Z 4 bA � oro — Q1 0 C7 N �'rnn rn 00 a a� @) Co i Y Q1 _ � Q U L c (Uam° N N 02LU MU N w x % •_ N � w OrflmZ L/) U O m 00 l"� J U In J � M o cv O vJi LU w W QaIn V1 U . 0V)0w V/ -N ZQF TQ i < w U �aC�Z z J w LU zT E—D 0 O L.L 0 o (� ryo Co z m Q 0L 0 Q a ; , Z O z _ L.L Z < u� z U w W z O 0 0 W 0 Q=:�i0 O U F- Q m �Oa F-Z�N LULU z Z O Q 5 oc�00 a cn U F- 3 v Z O m O1 Uv LUtw N Z O LU i z z LnO W N 660 O W w W Z w % a LU Q x a a Q � J LL Z o DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802.01 REF. NO.: 650 SCALE: V=40' "\\\\111111111I111//// �N CAR""' OI.�JJ �\C E Q�26461 04AAn /2Q�4; /will it C7 7 0F14 % 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SEE SHEET C5 i_NT'e_ SECIiuN B nn FIEL nP STA.:18+0 .09 l WEN PARO DR- 1 670 1 650 0+00 ■iiiii■■ ■ ■ ■■■■■■■■ ■■■■■■■■ ■■■i■ ■■■■■■■! ..mom MEN MEN �■■■■■■■■ ■i■■ _ OWN HAVE----- . TO—� -- = ally -^Iw 1 I 1 E1 TIE - --- AD 1 C IfTll" - (SE "v EC I- HIIIH PO NT i MN l° SEPE ATI —I I I N JI t1iH-_ I J P IA A. 68 v" -- v .ice .', .-. ) 1 I I I I 30 L OWEN PARK DR. TA. 0+00 TO STA 2+54.55 1+00 2+00 3+00 11\ l mm 1f RANm SEE SHEET C5 'I 1 00 i FUTURE PHASE e II m z 5 = = O OC I : I D D 2 I I I to m m •--I '^ x END PHASE 1 CID 124 W ROADWAY (1) 2" BLOW OFF STA.: 1+12.19 (1) 8" PLUG W/ =L 0 I 1 CROSSWALK DEADMAN BEFORE 0 oI I 00 = Im CLEAR SKY DR. PLUG BROOKFIELD DR. Co1 D 50' PUBLIC R/W STA: 2 1 10' UTILITY ESMT. CLEARR SKY SKY DR. STA:0+00 I I �o> 1 C ° CB-1Q , P2 1 + 0 0) c m 1+00 R d ^ s mOwppWTWRE PH2 -YPE III 12 I 3 B-1 _ _ 8" WATER kDE AT ND OF I Q y 10' UTILITY ESMT. OUND (1) 8X8 TEE I P 7 N 8" G.V. (3) 8" GV I 1 END PHASE 1 (3) MJR. W/ CONC. ao to PUBLIC STORM WATER THRUST BLOCKING I DRAINAGE ESMT STA.: 1+55.13 7.5' FROM CL PIPE 1 y b IrrI FUTURE PHASE Im o A ~ IC 1 5 73 85 126 I { 50' m R/W 1 31 BC -BC 1 _IR D SEE SHEET C5 STA.: nA. 6 V. O Nn J Ill Name \TER LINE VE C NTII WN ILL G SURE NO ZALI ED H INTS CLEAR SKY DR. STA. 0+00 TO STA 1 +12.19 0+00 1+00 ■aim% MIND MEN" no MOEN mmorm 2+00 GENERAL NOTES: 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. 3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. AREA DETERMINED BY D.M.D. METHOD. 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE C PROPERTY. 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRI( TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. 8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 9. DIP SANITARY SEWER PIPE TO CLASS 50. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch =40 ft. I I I I 1 I 1 1 i I W i i L I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I 1 I 1 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I 1 I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I 1 I I 3+00 4+00 5+00 160 1 670 N -I E W O M U 00 U p0 +' N Lu i O i1 N NO N U Z 4 bAC) O — Q) ro =_ O C7 > rn In�'rnn 00 v Co 4 � � L Q) Y Q1 � Q or U I —I 'L c N N Ln � V L.0 C �L 3or i C N 0-) w V)u o m m 0? U Lr) ^ J p cn N N Q � w W w Q U cr) cc U r/1 J_ 0 pro p QLL. O `4 F- N Za~ w U T i Lu a ozm ZCo w w � w O z DO�ac � Q J W � cn Q LU J U Q °e$ a z Z o p z W J (/7 Z a0C U w Q aUQ° O o0Qa Z uz�N w w w Z Z oQ00 oc 0 0 a cn U F- O 660 Lu p Z z O W CC Z p sn > Lu � W W Z w 00 v ti z Z i o N % a 650 w Q Q � a a J (D Z 1 1 1 1 DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802-01 REF. NO.: SCALE: V=40' 640 CAR �N owE Q�26461 5/04/2; Jam;` i Y ST /,,,/, 111111111111111� 1 I I I I 1 1 I I I I C 8 6+00 8 OF 14 GENERAL NOTES: \ \\ \ \ \ I I \ Ay �Xa / / N 1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC WATER AND SEWER. \ ` \ \ \ \ II I I I I II 1 I II I \ gsF2 - O U a0 00 2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS AND SPECIFICATIONS. 3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS. 1 1- / \ ` 1T \ \ I I I I I I ° p dJ 0 N N N U / `n 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 1 �I II I II I I I ♦ \ 5. AREA DETERMINED BY D.M.D. METHOD. I I -----_---- _------- -I ♦ ♦ ♦ 0 a1 ' j 6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE PROPERTY. OF I II I I I I I I I I I I I I I / ♦ ♦ N M 00 Q) lfl I I I I I / ♦ \ Y_ dJ 7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. PRIOR I I II I I I S r) I I I / / I / / ♦ ♦ ♦ Q) _ Y Q 8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. I \ 9. DIP SANITARY SEWER PIPE TO CLASS 50. I I I // \ _ � // �Z • \ C) CB-32 CB 29 P-44 _ � � / � \ � % � / / / \ / � ate-• C O + FUTURE PHASE 2 LOTS I d CB 8= SSMH-17 FUTURE ROAD TO BE CONSTRUCTED / / / - I % / y 116 U LJJ � \ \ IN PHASE 2 / / _c \ O O- oW O IUw \ \ / a Q Ioo v I AS 2 FUTURE PHA II I I � I 0 I I 114 O / / / / �p m 00 107 108 I O 109 O LOTS I b I I 111 O I 112 113 I O FUTURE PHASE 2 LOTS / / U L J z N N N / 110 O I I _ o w w� I a W QQN- �_--_--- / m � 0 ; 0V)0W -----� ------ -- -4 z w GRAPHIC SCALE YI-17 I --- �� ---- -- ' a W 0zCO 40 0 20 40 80 160 100 YR. FLOOD - --- I J - w O ED z w Q LAIN I INV.:638.50 � p ILL D O t ac �100F�100F�100E- F 100 100 F �I I 100YR.FLIOD O O ( IN FEET) 100� o /\o yp� �_ 100E 100F` 1p0F I00I PLAIN I PROP. 30" HDPE 1 inch =40 ft. - \ 4 48 L.F. @ 1.04% PROP. 30' SEWER ESMT. 1..` 100 FF-�1a�� _� 1 0 0+ 0 1+00 - - - - 10 �p� 100 F - OF �2+00 100 F 3+00 N� 4+00 100 3+0 C 4+00 5+00 \ W � SSMH-42 PROP. 30' SEWER ESMT. 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X" "- S n 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 ; 1 ; LL (D Z " •' 1 1 1 -- -_ - - •• _-•- -- • • - Inl\/ ' I<\I• �.-21 CI\A _1S21 - t. 4 00 - I 1 195 d6 1 1 I I I M a L A - - - - - - - -- - - _ - - Y- I III I I I I I I I In1 IITTT n1 fit iVl/Y ,nn -r' I T-wur J..,. 1F _ ,One - 9 _ LnCF NDoo A r• 1 X.)IVF ___ 1C _ r / nl "'1' iiylvi/i)I --I,A ""I' 1, "--I'-- r a, 1i.�i•i51»i\niw; ' I-' -'I'- 1-T""' G.. A, 1 -1 I- .l - I I i 1 1 1�1 1 I 1 1 I1 11�L I1 _��Iul 1 II 1! 1 T�I i i _ v9 �_. z�/-{)I.LL12 1--"1•�=r-1-r 1 Y- 1 I 1 1 1 111 1 111 I ' 1uxIU`1D4i1% I 1 I 1 I 1 I I I I I I 1 111 I 1 1 1 1 -1 u ;1; - l lu/ U.41 r 7O I I 1 1 1 1 1 nlrl DRAWN BY:AGB i 1 1 1 L X G OU D ,nn -�� - 1 1 1 I T 1 1 1 1 1 - 1- 1 1 - 1 I I 1 • I I 1 VI1R0b01IF 1 Ir I E I -�rI 1 1 11 1atF I 1nnlnl-6- 1W v l_--.I I I 1 1 1 111 11 III 1 ..�.� r1i (I CHECKED BY: ARS in c 1 I /O)n Z120Z1 1 1 1 1 1 1 1 -:ESLREVAI8YiTEIAO H ""r"' T'eRT """ C,HT E i� 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IY1 1I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 •1 I 1 1 1 1 DATE: 05/17/2024 - 1 1 --r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I��r I- I I I I I I I I 1 1 1 1 1 1>-_� 1 1 a 1 1 .- F; -- 1 F 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1�-1 1- - 1 1 11 1 1 1 1- PROJECT NO.: 802.01 1 1 1 1 D 1 � F 1 1 1 1 1 1 1 1 � 1• 1 1 1; 1 1 11 REF. NO.: _N 1 I 1 1 1 1 1 1 1 'r 11 1 SCALE:1"-40' 1 1 I 1 1 I 1 1 1 1 1 1 1 - 1 1 1 11 1 1 1 1 1 1 1 1 11 nrx 1 L... ..1. h�!V!1+! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 111 11 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I11 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1..�•I 111A1C;+11:LY)l')111.1)n - .1.• - - -- A -- I 1 I 1 I 1 I 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 I I 1 1 ccn IIJJIVIfI 11-1 15To1. u LU 4il1U 1_ �U1 1, � �n I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 Iy 1+- 1+ 1 1 1 1 IIJINI: 1 O+W l.11l. 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V 111 LV/ I I I I I 66 _: I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 *NOTE 1 * 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I I 1 1 1 ALL STORM SEWER PIPES IN THIS PHASE HAVE 1 1 1 1 1 1 1 1 1 z ° C AN ED F OM RCP TO H P 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 w> °ELEA z w oc N oq 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 z O LU w w ti O 1 1 1 1 1 1 1 1 1 I 1 I 1 I 650 > � 1 1 1 1 1 1 1 1 1 W OC z W V O W a = 1 1 1 1 1 1 1 1 1 1 Q Q N a i - z O I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I DRAWN BY: JAS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 1 1 CHECKED BY: ARS I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 DATE: 05 17 2024 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT NO.: 802-01 I I 1 I REF. NO.: 640 11_ I 11_ 1 SCALE: H: 1 —40 , V: 1 —4 I I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I I 1 I 1 I 1 1 1 I 1 I 1 1 I 1 I 1 1 1 1 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I CA 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 •`\� S S •( I I I I I I 1 1 1 1 I 1 1 1 1 1 1 1 - I I I I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 - I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I ��,,,,, 11/1111111IIIIII I 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 C12 I I I I I I I 1 1 1 1 1 1 1 1 1 1 12 F 14 END PHASE 1 WATER \ STA.:1+41.24 \ (1) 2" BLOW OFF \ v \ DE PLUG \ DEADMAN BEFORE \ \ PLUG \ \ \ \ \ \ (1) 8" G.V. s (1) 6" G.V. 78 m (1) FIRE HYDRANT \ \ \ (2) M1R W/CONC. THRUST BLOCKING �o G�� \ O \ 4 G� \ DRIFTWOOD DR 'p STA:0+00 BROOKFIELD DR \ \ \ A STA:0+00 ASHLEY WOODS DR STA:0+00 \ y o\ \� a (1) 8X8 TEE \ \ \ (3) 8" GV (3) MJR. W/ CONC. \ THRUST BLOCKING Fri \ / o A\OQ ° PUBLICSTORM p-10 A C DRAINAGE ESMT / e9 7.5' FROM CL PIPE / \ ti DRAWN BY: AGB CHECKED BY: ARS OWEN PARK SUBDIVISION PHASE 1 Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #1 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 683 Gralin St. PROTECT LOCATION: DEVELOPER INFORMATION: STATE. NORTH CAROLINA OWEN PARK ASSOCIATES LLC Kernersville NC 27284 REF. NO.: - cou NTY: ALAMANCE 40o4 PARRETT DR., 5TE, 204 Stoltzfus Engineering Inc. ' SCALE: 1"=20 TOWNSHIP BOONE STATION RALEIGH, NC 276D9(919) 2358304 0,0 Engineering C-sultaMs / 73 / o / ° d / o / NP / a SS / ° / (1) 6" G.V. (1) FIRE HYDRANT / (2) M�54/CONC. BLOCKING 26 / / / A / ' 25 / / / 24 DRAWN BY: AGB CHECKED BY: ARS OWEN PARK SUBDIVISION PHASE 1 Aden R.Stoltzfus, PIE C-3812 DATE: 05/28/2024 VALVE CARD #4 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: 683 Gralin $t. REF. NO.: - STATE: NORTH CAROLINA OWEN PARK ASSOCIATES, LLC Kernersville, NC 27284 COUNTY: ALAMANCE 4o04 BARRETT DR., STE 204 Stoltzfus Engineering Inc. SCALE: 1"=20' TOWNSHIP BOONE STATION RALEIGH, NC 27609(919) 235-8304 Civil Engineering Consultants / G \ / FS \ PUBLIC STORM / DRAINAGE ESMT \ 7.5' FROM CL PIPE / \ 4 Off. F,p P-5 4 s /q) / SSMH 3 30 3' 33.41- ? / (1) 6" G.V. (1) FIRE HYDRANT / (2) MJR W/CONC. _ THRUST BLOCKING 117 (4) 8" 45° BENDS MJR W/CONC. THRUST BLOCKING 118 co CID DRAWN BY: AGB OWEN PARK SUBDIVISION PHASE 1 CHECKED BY: ARS Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #2 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: 683 Gralin St. REF. NO.: - STATE. NO RTH CAROLINA OWEN PARK ASSOCIATES, LLC Kernersville, NC 27284 COUNTY: ALAMANCE 4004 BARRETT DR., STE. 204 Stoltz Us Engineering Inc. SCALE: 1"=20' TOWNSHIP BOONE STATION RALEIGH, NC 27609 (919) 235-8304 Civil Engineering Consultants ►vim / d \ / o 5� d Jo ' / / ry de 10 / / O STMH-1 A /y0 O � a ( / M CO a a� ob / s d DRAWN BY: AGB OWEN PARK SUBDIVISION PHASE 1 ARS CHECKED BY: VALVE CARD #5 Aden R. Stoltzfus, PE C-3812 aden@seiengi neering.com DATE: 05/28/2024 Stoltz Us Engineering Inc. Civil Engineering Consultants 336-904-0207 683 Gralin $t. Kernersville, NC 27284 PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: STATE: NO RTH CAROLINA GWEN PARK ASSOCIATES, LLC COUNTY: ALAMANCE 4004 BARRETT DR., STE 204 TOWNSHIP: BOONE STATION RALEIGH, INC 27609(919) 235-83D4 REF. NO.: - SCALE: 1"=20' \ END PHASE 1 ROADWAY \ STA.: 1+12.19 It ♦ M CID ♦ A A / k< \9TF9 \ PUBLIC STORM / \ DRAINAGE ESMT 7.5' FROM CL PIPE \ P-18 \ \ _ ti� ♦ \ � A \ w ;yti 4i d 4.2' I J Q BROOKFIELD DR / / STA: 6+09.72 , (1) 8X8 TEE CLEAR SKY DR. , (3) 8" GV / / T STA: 0+00 (3) MJR. W/ CONIC. THRUST BLOCKING DRAWN BY: AGB OWEN PARK SUBDIVISION PHASE 1 CHECKED BY: ARS Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #3 aden@seiengineering.com PROJECT NO.: 802.01 PROJECT LOCATION: DEVELOPER INFORMATION: 336-904-0207 683Gralin St. REF. NO.: - STATE: NORTH CAROLINA cou NTY: ALAMANCE OWEN PARK ASSOCIATES, LLC 4004 BARRETT DR., STE 204 Stoltz Us Engineering Kernersville, NC 27284 Inc. SCALE. 1"=20 TOWNSHIP: BOONE STATION RALEIGH, NC 27609(919) 235-8304 Civil Engineering Consultants o a / - - / ti6 - -ad / - d a ° 4.1' - \ / a /N. 5 cp= \ t $S A \ �d 00 00 57 F� 9.0 \ \ _4d s d♦ z DRAWN BY: AGB OWEN PARK SUBDIVISION PHASE 1 CHECKED BY: ARS Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #6 aden@seiengineering.com PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: 336-904-0207 683 Gralin St. REF. NO.: - STATE: NORTH CAROLINA OWEN PARK ASSOCIATES, LLC COUNTY: ALAMANCE 4004 BARRETT DR., STE. 204 Sto tz us Engineering Inc. Kernersville, NC 27284 SCALE: 1"=20' TOWNSHIP: BOONE STATION RALEIGH, NC 27609(919) 235-8304 Civil Engineering Consultants [V c-I E 00 0 M U U dA +, ONO C: n a d a1 r-4 U N v 0 N Z C O 4— C80 p 41 O � 1p (D L N N M 00 N i Q1 N N Y Q � U C •i c N N C= � 0 U LU N v N 0 c w Cn V O M W l-I U Lr1 4 --. 0 ¢ LLJ :5 ALL DLn OC) Q Z _ Q � N 01, a C = Z a 0ZCO Z J LL.I '?:0J LL.I mt ED < _ 000 O 00�/� v, M� LL V W J Q Q a > z 0 Z Z Q == J LU N U LU z Q=20 O o0Qa " H- Q LU LU Z 0< �F.00 a N U Z 0 Z 0 LU > > 2t 0 Z -a o ZCIL O LU w Z LUo w Z 00 to w Z Z o w w a W F-- N \ 00 1:1- N _ a 0 w O z zaaaaaa< DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.:802.01 REF. NO.: SCALE: 1"=20' CA ll 440E '026461 ' /04/2Q C13 30F1 0 TEMP. GRAVEL q 104 TURNAROUND AND UTILITY EASEMENT 4 C� (1) 6" G.V. (1) FIRE HYDRANT (2) MJR W/CONC. THRUST BLOCKIN / I GSM , (1) 2" BLOW OFF r.� (1) 8" PLUG W/ 6 �� OQ DEADMAN BEFORE -� A PLUG i d � Q - I d 4 / 1 END PHASE 1 ^�f WATER -- STA.:9+S6.87 d / (1) 8" G.V. U�u ulJ �\ v �/-W / Q Q OQ W/S / OQ Q (TYP.) / / Q / / 100 99 DRAWN BY: AGB OWEN PARK SUBDIVISION PHASE 1 CHECKED BY: AIRS Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #7 aden@seiengineering.com PROJECT NO.: 802.01 PROJECT ION: DEVELOPER INFORMATION 336-904-0207 683 Gralin St. REF. NO.: - LLC STATE. NORTH ANCC NA 4004 RRK T DR., STE, couNTv:ALAMANCE aoo46aaRETTDR.,sTE.zo4 Stoltzfus Engineering Inc. Kernersville NC 27284 ' SCALE: 1"=20 TOWNSHIP BOONE STATION RALEIGH, NC 276D9(919) 2358304 Gvll Engineering C-sultaMs \ O/ \ V d G 11 (1) 8X8 TEE 50 CE" \ (3) 8" GV q v (3) MJR. W/ CONC. / G6, 8- \ THRUST BLOCKING P \"'S\;% pill 9\v c� 4 8, .0 Ct � � ve \ d i r\ (!)5 PUBLIC STORM DRAINAGE ESMT n \ 7.5' FROM CL PIPE T N \ o a o / BROOKFIELD DR. STA:18+65.89 � CROSSWALK / OWEN PARK DR. STA: 0+00 , 1p \ 1IS v (1) 8" 90° BEND 5 i MJR. W/ CONIC Qo9 QOA\ d i THRUST BLOCKING W/S / H. 030 , (1) 6' G.V. FIRE HYDRANT O (1) / (2) MJR W/CONC. THRUST BLOCKING / O OWEN PARK SUBDIVISION PHASE 1 DRAWN BY: AGB AIRS CHECKED BY: Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #10 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: 683 Gralin $t. REF. NO.: - STATE NORTH CAROLINA COUNTY: ALAMANCE OWEN PARK ASSOCIATES, LLC 4004 BARRETT DR., STE 204 Stoltzfus Engineering Inc. Kernersville, NC 27284 SCALE: 1"=20' TOWNSHIP BOONE STATION RALEIGH, INC 27609(919) 235-8304 Civil Engineering Consultants END PHASE 1 WATER STA.: 18+83.47 44 (1) 2" BLOW OFF (1) 8" PLUG W/ lop�a DEADMAN BEFORE PLUG Lcbh� d tJ� / i (1) 8" G.V. 28 TEMP. GRAVEL ti r TURNAROUND / d h�� AND UTILITY EASEMENT _n Ir` O / ' N /d Q' �A, J boo Q� \ W/S d A,* (1) 6" G.V. (1) FIRE HYDRANT % (2) MJR W/CONC. THRUST BLOCKING Q' / O � � O (1) 8X6 TEE (2) 8" GV (1) 6" GV (3) MJR. W/ CONC. THRUST BLOCKING DRAWN BY: AGB PARK SUBDIVISION PHASE 1 CHECKED BY: AIRS VALVE CARD #8 PROTECT LOCATION: DEVELOPER INFORMATION: STATE. NO RTH CAROLINA OWEN PARK ASSOCIATES, LLC COUNTY: ALAMANCE 4004 BARRETT DR., STE. 204 TOWNSHIP BOONE STATION RALEIGH, NC 27609 (919) 235-8304 Stoltz Us Engineering Inc. Cvll Engineering Consultam Aden AdenR.Stoltzfus,PE C-3812 aden@seiengineering.com 336-904-0207 683 Gralin St. Kernersville, NC 27284 DATE: 05/28/2024 PROJECT NO.: 802.01 REF. NO.: - SCALE: 1"=20' PUBLIC STORM DRAINAGE ESMT 7.5' FROM CL PIPE d p / d \ CROSSWALK BROOKFIELD DR. \ STA: 15+45.68 GREENFIELD DR. \ STA: 0+00 d v 68.8' � rO / d W/S / d ' (TYP.) / (1) 8X8 TEE (3) 8" GV (3) MJR. W/ CONC. THRUST BLOCKING ')OD i 00 p / (1) 8X8 TEE / (3) 8" GV (3) MJR. W/ CONC. / THRUST BLOCKING DRAWN BY: AGB OWEN PARK SUBDIVISION PHASE 1 Aden R. Stoltzfus, PE C-3812 CHECKED BY: AIRS DATE: 05/28/2024 VALVE CARD #11 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: STATE: NORTH CAROLINA OWEN PARK ASSOCIATES, LLC Cou NTY: ALAMANCE 4004 BARRETT DR., STE 204 Stoltz Us Engineering Inc. 683 Gralin $t. Kernersville, NC 27284 REF. NO.: - SCALE: 1"=20' TOWNSHIP: BOONE STATION RALEIGH, NC 27609(919) 235-8304 OW Engineering Consultants / \ (1) 2" BLOW OFF (1) 8" PLUG W/ DEADMAN BEFORE PLUG N, \V / END PHASE 1 WATER STA.: 2+94.50 N, \ d (1) 8" G.V. I 1 AG A (1) 6" G.V. W/S(1) FIRE HYDRANT (TYP.) (2) MJR W/CONC. THRUST BLOCKING \ ` 12 \ 27.7 \ \ ot- --- ---------- - 25.3' O o � \ p-' \ `rF \ DRAWN BY: AGB CHECKED BY: AIRS Aden PARK SUBDIVISION PHASE 1 AdenR.Stoltzfus,PE C-3812 DATE: 05/28/2024 VALVE CARD #9 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 PROJECT LOCATION: DEVELOPER INFORMATION: 683Gralin St. REF. NO.: - STATE: NORTH CAROLINA OWEN PARK ASSOCIATES, LLC Kernersville, NC 27284 COUNTY: ALAMANCE 4004 BARRETT DR., STE. 204 Stoltz Us Engineering Inc. SCALE: 1"=20 TOWNSHIP: BOONE STATION RALEIGH, INC 27609(919) 235-8304 Civil Engineering Consultants sf \ do \ d \ A (1) 6" G.V. (1) FIRE HYDRANT \ / (2) MJR W/CONC. THRUST BLOCKING '000' \ 38 ` �6' \ G \ \ \ 1oG \ W/S \ \(TYP.) \ Fs \ `Z GO \ d \ d \ \ DRAWN BY: AGB CHECKED BY: AIRS OWEN PARK SUBDIVISION PHASE 1 Aden R. Stoltzfus, PE C-3812 DATE: 05/28/2024 VALVE CARD #12 aden@seiengineering.com 336-904-0207 PROJECT NO.: 802.01 PROTECT LOCATION: DEVELOPER INFORMATION: 683 Gralin St. REF. NO.: - STATE: NORTH CAROLINA OWEN PARK ASSOCIATES, LLC Kernersville, NC 27284 COUNTY: ALAMANCE 4004 BARRETT DR., STE. 204 Sto tz us Engineering Inc. SCALE: 1"=20' TOWNSHIP: BOONE STATION RALEIGH, NC 27609(919) 235-8304 Civil Engineering Consultants N " E OO 0 M U U t ;o +, °N° C: n a r-, LU p GJ N 8- N +� U vi N 0 C O w p ' a1 o Q) > �N N N M 00 N � � N N Y Q � U J--J N N N C= � 0 U LU to v N 0 c w Cn V O M W l-I U �r1 r4 N --. 0 ¢ Vi LU01 :5 ALL r/ D Ocr-0 Ln Q w Z � � Q � N _ Of==z a 0 Z J w LU '� LU't LU 0J _ 00�< O C0�/� v, M� LL V i w J Q Q a > z 0 z Z Q LLI O LUt" U LU Z � < m 2 0 O o0Qa =_j U W I.- z Z 0Q�� ,;; ocF-00 aNUF- Z O OZ w N > LU w 2t 3 0 Z = iY o Z O to LU w Z LU0 w Z_ 00 w z w L7 Z w S o a w F— N a a Lr1 zaaaaaaa DRAWN BY: AGB CHECKED BY: ARS DATE: 05/17/2024 PROJECT NO.: 802.01 REF. NO.: SCALE: 1"=20' N CAR 626461 " /04/2Q C14 40F1