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Home My WebLink AboutSW6220905_Plansheet - Proposed Conditions/Site Plan_20220929TWO ADAMS, INC DEED BOOK 2202, PAGE 811 PIN'. 05 24-69-27 68.000 ni n,,36 0105 - JIL JIL JIL JIL JIL JIL JIL JIL JIL JV F� JIL JIL -IL JIL JIL AL AL AL AL / J� J� 112�4 165.86' PROPOSE DETENTION �I I -I JIL JIL JIL JIL JIL - L JIL \ \ POND WITH FOREBAY Ln JIL JIL JIL JIL JIL JAL J / \ \\ \ 00 AL JIL JIL JIL tlJl / \ \ \ \ \ / 8z0' ci LL \ or Lori 0 � \ ��f \ � CD O \ mop \ mop / \ / \ \ ly / LL \\ \\ // - 74 S m o o OLL �^ Q0 \ \ D \ EOP m m 6 \ I 1 \ / / LL cn / R45.0' I \ m \ m o \ /6�6 �S ROWI \ \ L- - - - - - - I I OPEN SPACE \ \ STREET LIGHT / 126.20' 113,337 SF \ / \ \ \ IA \ I.� \ / / / / o / 20.0' DRN. ESMT. 2.60Ac \ 70.00' 70.00' 70.00' 70.00' 86.41' / LL `n \ PROPOSED / M o----- o o / / / 1 [FIRE HYDRANT , 4.0' x 4.0' CONC. I 1 1 / oer, MAINTAIN 5' SEPARATION PAD FOR I 1 I I I I WALL TO WALL BETWEEN MAIL KIOSKI I WATER AND STORM DRAINAGE I I I I I 13 13s / ^b (TYP OF ALL) I I I I I I 1 1 u- aN I I LL I I LL I Ln I I oa I m I o0 oa 1 1 I Ln I oo� 1 I m I Ln I o� I �, I rl N o 0 1 N `� oo� o o v, T-1 I 0 o rl 1 rl o 0 1 rl rl o 0 1 I rl I rl o o N 1 1 1 ^1 Fj M O �a N I 4 - /�wo EX. GRAVAL ROAD OEx. sewER FORCE MAIN I EX. 10 SANITARY SEWER MAIN I O I I „ I OI I I I I I OI I I _I I I I I O I I I EX. SANITARY SEWER MANYIOLE I 1 m 00 - I I I I I 1 \ TEMPORARY ACCESS a I I I I I 1 I 1 EASEMENT Q I I I I I I I I 6" ABC TEMPORARY o I I I I I I TURN -AROUND o CURB TRANSITION FROM I I I I I 1 10.0- LANDSCAPE ---------J W I EASEMENT (TYP) 1 - _30" VALLEY GUTTER - - -I L - -CURB TRANSITION FROM_ - - J 132.83' (TYP OF ALL) 30" VALLEY GUTTER I O 10.0' DRN (TYP OF ALL) _ - - - - - - - - - - - - - - CO Q ESMT 76.75' �00- 70.0b' 70:66- 27.75' N I END ROAD AT .JIT Rp I PROPERTY BOUNDARY I N I O m rn a N 1 _ STREET NAME B ; 4 Ss o r-i I � - (PUBLIC & UTILITY R/W) - STREET LIGHT I e R30.0' - - I I � 171.43' TYP. � _ � I II 65.36' 81.05' 81.05' 81.05' 81.05' 81.05' 1 p CO 1 10.0'DRN. whom LL 1 I ESMT. -----� 5.0'FROMWALLTOWALL --- --- R50.0' \ v (D W O O Z Cl) m v, I o PROPOSED ADA WITH STORM DRAINAGE r----- r- I F I Q - a- N� O� I O I o o I I STREET LIGHT I 1 i / vi J Ln O o N o o 1 o I RAMP CROSSWALK AND WATERLINE I I PROPOSED 6" 1 i n N m o WITH DETECTABLE I I I I PVC WATERLINE I I I Q o LC 00 WARNING DOME II II I II 0 m w' Ln - - - - - - - - - - - - - (TYP OF ALL) I I \1 Q�0 -�t 171.43' I l I �oZN0 aoLn z'oNr,4Ooo O W "' uJ p O I �, 1 1 LL I p Na - - 1- I Ln I N �= 1m m N �a 1- 1 Ln I � �a - I LL c/i a Co 11-- u 0 d N�'wow��, za�JQ0 -------------1 cf)_ rl �o I I �� 1 rl aoo I rl �m I� I r-I �0 1 1 r-I �o I� I �n �" Lu<a- �� Olri�%`i'aoo I J v, N m 1^ 1 1 m� 1 m m 1^ �� Izt I �I I I 1 c I 1 1 v m w Lu Y LI Ln \ o 1 N o b 1 PROPOSED I 1 1 I 1 I 1 I 1 o z m o IN o r I FIRE HYDRANT 1 I 1 I 1 O mm v u z L------------ I I I 1 PROPOSED 1 I 1 I 1 I I 1 1 o Q a a I O I 171.43 PVC WATERLINE 1 1 1 1 I BILL SHAW RD GENERAL INFORMATION 1144 SITE PROJECT PROPOSAL: RESIDENTIAL SUBDIVISION: HAYES POINTE HAYES ROAD (SR 2047) HAYES RD 535 HAYES ROAD 2047 SPRING LAKE, NC 28390 ZONING BETHEL BAPTIST RD ZONING: RA-20R 2048 MINIMUM LOT SIZE: 12,000 SQ. FT. (COMPATIBILITY DESIGN CONCEPT) BUDDY MINIMUM LOT SIZE PROVIDED: 12,000 SQ. FT. BAREFOOT RD LAND USE CLASS: LOW DENSITY 2049 PROPERTY ID NUMBERS PIN: 0524-58-4260-0000 VICINITY M A P PID: 010534 0079 01 NOT TO SCALE 91=1 =1911Zi161:E:41111W_[el=weZ:i=11110AR TOTAL EXISTING TRACT = 17.0 AC :10190161 11= 191101LI1►TiI 1= I:Zo101111113611r►1m&D SETBACKS I 10, FRONT: 25' F - _ BACK: 20' I I N LOT N SIDE: 10' SIDE @ EXISTING OR PROPOSED ROAD: 20' 10, MINIMUM LOT WIDTH / FRONTAGE: 70' W I 10' SIDE ROW IMPERVIOUS AREA: AC TOTAL; 21.83% w (3.70 IMPERVIOUS OF PROPERTY SIZE) I LOT LL-O� N L O N HOMES AND DRIVEWAY = 91,620 SF (2,545 SF/LOT, MAX. PER LOT) 'CORNER ROADS INCLUDING CURBS = 59,387 SF STREET NAME MAIN = 955 LF VARIES UTILITY ROW -VARIES STREET NAME A = 510 LF ESMT. STREET NAME B = 513 LF - SIDEWALK AND MAIL KIOSK = 10,665 SF BUILDING SETBACKS TOTAL IMPERVIOUS = 161,672 SF WET POND DRAINAGE AREA = 14.61 AC N.T.S. IMPERVIOUS AREA OF D.A. = 25.40% DAILY DESIGN FLOW: WATER: 400 GPD/LOT X 36 LOTS = 14,400 GPD SEWER: 360 GPD/LOT X 29 LOTS = 10,440 GPD (3 BEDROOM LOTS) SEWER: 480 GPD/LOT X 7 LOTS = 3,360 GPD (4 BEDROOM LOTS) 1. MAXIMUM PER LOT IMPERVIOUS SURFACE: 2,545 SF 2. SCM MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA 3. OPEN SPACE: 3.44 ACRES (20.24%) 4. MAIL KIOSK, OPEN SPACE AND STREETSCAPE BUFFER TO BE MAINTAINED BY THE HOA 5. DRAINAGE EASEMENTS AND THE STORM WATER POND WILL BE MAINTAINED BY THE HOA 6. THE SIGN WILL BE PLACED AT LEAST 20' FROM THE INTERSECTION R/W'S AND A SEPARATE PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION 7. A CERTIFIED FOUNDATION SURVEY, OR SETBACK VERIFICATION SURVEY, IS REQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATION CONSTRUCTION 8. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT 9. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES z V\ CARO O '•r SS /A /' 1 VvDo- Q) 9/z/zz" OO 0 O z U rl bb Z z m � -0 N M N l0 p OUCoo,mCo z I p LU Ln -0 � � O M N u Lu rn N L f6 rl cn U Ln � LL C N J w -0 >- 0 mu +-+ Co a- �E z O �ca _ E V Lu CL M W **4 W LLjQ�a I 0I I I I I I I I I O ------------, L-------------------------- L------ ------ I I LL Rw Rw 1 o oo a 1 00 50' R.O.W. N 1 0 81.06' 81.05' 81.05' 81.05' 81.05' 81.05' u) I 30" VALLEY 30" VALLEY 1 I PROPOSEDADA r------- - - - - - - - - - - - - - - - - - 1----- I I I I I II II I .CURBCURBRAMP CROSSWALK I WAL2.0L------------- 24'FAVEMENT WIDTH x 171.43' WITH DETECTABLE GUTTER GUTTER WARNING DOME 35 5.0 SIDE0 -------------- (TYP OFALL) LL GRASS I 1 N I I LL I 1 N I I N I 1 N I I 12.0' 12.0' LL I N N 1 0 � I I �n�m I I �00 I I ��M I I ooLn I m I `n o� I o I 1 I 1 m� I 1 m� I I �� I I °� om o I Noo I 1� 1M ILn 1 Im I 10 I �� J 2. o I� I I^ I 1m I 1m EX. SANITARY � o% SEWER MAW OLE - - - - - 171.43 - STREET LIGHT i I I I I I I I I I I �QJ 3.0°Io 3.0% 30' I I I I I I I I I I I TEMPORARY ACCESS 2 r - - - - - - - - - - - - - CURB TRANSITION FROM I I I I I I I I EASEMENT I I 1 30" VALLEY GUTTER u- I (TYP OF ALL) 00 I � a 1 o I 1 I I I STREET LIGHT I I I I SYORMnDRAINAGE CURB I 6" ABC TEMPORARY o f Noo I o ;: -----�------- I------ L 5.o'coNc. _I I 1 C 1 SIDEWALK (TYP.) -INLETS(TYP) I - - - - - TURN -AROUND TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION 10.0' SIDE 1 �6 NOT TO SCALE moo, 62.87' 81.05' 81.05' 81.05' 57.45' 23.60' END ROAD AT - - - - - -SETBACK (TYP)_ � • 171.43' m yPROPERTY BOUNDARY - - - - - - I z4.o' SITE LEGEND -� -1 'Soo' STREET NAME A Z 20.0' - - EOP-EOP - - O I REAR SETBACK m No a 25.0' (TYP.) ROW - - (PUBLIC & UTILITY R/W) ..S �, z J EXISTING O N o0 0 o W W DRAINAGE W W STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL) Q O o I I N FRONT ^ CHANNEL 1 -' SETBACK 1 s 145.45' 160.99' S5.50' 2 Q 1- - - - - - - - - - - - - J WATERLINE PROPOSED 4"-R50.0' 1 - -SEWER SERVICE _ _ _ _ _ CONCRETE SIDEWALK SEE DETAIL = PROPOSED 3.0' FROM BOC_ _ PROPOSED ( ) 171.43' - - (TYP.) EXISTING 40' UTILITY EASEMENT w EX. GRAVAL ROAD Z 3: FFR0POSED 6" PVC I F - - - - - - -FIRE HYDRANT- 20' EITFfER SIDE OF CENTER OF UTILITIES - FIRE HYDRANT WATER MAIN PROPOSED 3/4" / - DETERMINED BY CLEARING LIMITS - 1 v, 1 I Ln U I rl IWATER SERVICE LL I Lrj W m i30" ROLLED CURB a 1 1 N 1 I(TYP.) m O o N rI a 1 �n J n^i AND GUTTER TYP oo r`Oi rn ao M °1 ao "� z - O I I I I NOTES: O O w Ln w N W Ln Ln O Ln 6 cv o o I o Z? I I I I I Y 3.0'FROM ,------------ I I I I � � Boc J L______________J L-_-_--------- I 1 1. RADII DIMENSIONS ARE TO EDGE OF PAVEMENT Q J LLI UNLESS OTHERWISE NOTED. Q C%) J Ex.PrIONE I I ------------ U PEDESTAL 171.43' ESEE STOP SIGN: � J 160.97' 129.75' 65.35' 94.6 0W THIS SOHEET PROPOSED 6" PVC 2. ALL ROADWAY FOLLOWS NCDOT SUBDIVISION W Z WATER MAIN OPEN SPACE- N a rl Ex. 16 SANITAROPEN SPACE Y � I ROAD STANDARDS UNLESS OTHERWISE NOTED. � Q � O SEWER MAIN 8,576 Sq. Feet o 0 10' X 70' 24,168 Sq. Feet Ln 30' LANDSCAPE 0.20 AC `^ Ln SITE TRIANGLE 0.55 Ac 30.0' LANDSCAPE EASEMENT (TYP BOTH SIDES) Ex. GRAVAL ROAD 3. DEVELOPMENT SHALL COMPLY WITH HARNETT � �� / �� / EASEMENT �� 1 �- COUNTY ZONING AND LAND DEVELOPMENT R30' - - - _� REGULATIONS LATEST EDITIONS. JEH (TYP.) DESIGNED BY: EX. STORM OOOVE AND DRAINS (TYP.) FIRPROPOSED HAYES ROAD - NCSR 2047 4. CONTRACTOR SHALL INSTALL A STOP SIGN AT THE SCALE IN FEET DRAWN BY. - 60 PUBLIC RIGHT-OF-WAY (PAVED) INTERSECTION WITH HAYES ROAD AND AT THE END o M `\ M M �� M M M EXISTING30'UTILITYEASEMENT M M -� OF EACH OF THE STUB ROAD IN ACCORDANCE WITH o' 25 50 100 APPROVED BY: JEH j EX 0 WATERLINE TIE TO EXISTING 15' EITHER SIDE OF 10 GRAVITY _ _ _ _ FEED SANITARYSEV,, __ NCDOT SPECIFICATION. _ - 6" WATERLINE __ _ _ ow SHEET. yYa I Zzz� � � � � � � � � � � � � � � � � � �zL/1Z2FORCE MAIN � NO. REVISION DESCRIPTION: DATE: _ LD re youl dig. - N O isii PER DRB COMMENTS 8/28/2022 C2•0 Lu ®. .... LLT az�o 2 CIVIL SITE C2.0, 8/29/2022 4:04:25 PM, ARCH full bleed D (36.00 x 24.00 Inches)