SW6240605_Plansheet - Proposed Conditions/Site Plan_20240618

\ IIIIIII
FINAL
MCDOUGLAS RD 50'PUBLIC ROW
_ FOR20' PAVEMENT WIDTH Q�y
SEAL
� SITE GENERAL INFORMATION REVIEW035670O VARIES' 3.0 6' 10, 10' 6' 3.0' VARIES' = vCti N DITCH SHOULDER SHOULDER DITCH PROJECT PROPOSAL: RESIDENTIAL SUBDIVISION cym a o ROSSROPITTMAN ROAD (SR 1215) ONLY ,boa •E •N ��,,.Zs 0% 2.0% 2.0% ---- 8.0% , GENERAL AREA: 5750 - 6316 ROSSER PITTMAN ROAD SANFORD, NC 27332g:1ZONING O
ZONING: RA-20R M E
MINIMUM LOT SIZE REQUIRED: 20,000 SQ. FT. rnO
R35' MINIMUM LOT SIZE PROVIDED: 20,000 SQ. FT. N U
LAND USE CLASS: LOW DENSITY VICINITY MAP TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION R25 PROPOSED NUMBER OF LOTS = 23 z m •72
NOT TO SCALE l E P l , � rn Qj
PROPERTY ID NUMBERS N M N
NOT TO SCALE I I PIN: 9588-64-4442.000 O U 00
� M
I 00
5 I PID: 039588 0012 C z I C O
R jW (n -0 Lll a
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA AN, DEED BOOK& PAGE: 3901-0123 L_ CY'1 _0
Cl 230.00' 36.15' 36.11' S 00"17'53"E 9"00'15.0" � 0 ` L_
SETBACKS L_ aj
SYMMETRICAL CUL-DE-SAC SIDE @ EXISTING OR PROPOSED ROAD: 20' U cn OCl � C
S 01°00'19'' W 624.03' z� Q1 U
I - - NOT TO SCALE MINIMUM LOT WIDTH / FRONTAGE: 80 O
MIN. LOT WIDTH/FRONTAGE AT CUL-DE-SAC: 40' � � J
-
�I � O U
0 IMPERVIOUS AREA: (152,500 SF = 23.25% OF PROPERTY) XO - •-
'EX.WETLAND f I I - - � - - Z
HOMES AND DRIVEWAY= 132,614 SF (5,766 SF/LOT, MAX. PER LOT) C O
-
ROADWAY= 19,822 SF �
MAIL KIOSK= 64 SF
Electric Provider- ProgressEnergy 0i
I I I I I I I EX.WETLAND / wa Telephone Provider-Windstream M
DAILY DESIGN FLOW:
/ WATER: 400 GPD/LOT X 23 LOTS = 9,200 GPD 4
I N
BUILDING SETBACK I I SEWER: 480 GPD/LOT X 22 LOTS = 6,900 GPD (4 BEDROOM LOTS)
N M I N I I N I LINE(TYP OF ALL)
w l to I I CN
OFF I 61 I I I CN Ip 1 ^ I /
`AI° ° I 22 323 SF I 60 I I 59 5 8 I " 1 N I ZR:
P�VV � � I 0.5125 AC 23,339 SF I I I I N I 1. MAXIMUM PER LOT IMPERVIOUS SURFACE: 5,766 SF
�PS 1 0.5358 AC 25,277 SF 22,563 SF I 5 7 I rn
Q I I I I 0.5803 AC / �, o 2. STORMWATER CONTROL MEASURES MAINTENANCE WILL BE THE
0.5180 AC I 22,929 SF I I Cq 53 / �� I RESPONSIBILITY OF THE HOA
I 0.5264 AC
CN ry �
I I I I I I 1 56 I I 1 N 21,224 SF / 52 I 3. OPEN SPACE: 0.00 ACRES (0.00%) W
I 1 I 23,294 SF I 1 1 54 0.4872 AC / /20,554 SF
I 0.5348 AC 5 5 I 1 / / 0.4719 AC 4. MAIL KIOSK AND STREETSCAPE BUFFERS TO BE MAINTAINED BY THE HOA
I � - - - I - - STREET LIGHTS_ - _ _ _ I I I I 23,659 SF 1 1 21,368 SF / �� I
- (TYP) - 20' PRIVATE I 0.5431 AC 0.490S AC / 51 I S. DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE HOA
I I I I I 1 - I I DRN.ESTM. - - - I I 1 1
�4
- - - - - -- - _� _ _ __ - _ a I- STREET LIGHTS I 1 / / 20,411 SF I / 6. THE SIGN WILL BE PLACED AT LEAST 20' FROM THE INTERSECTION R/W'S \
_ - - - - - - - J _ - - I WATER METER I - - - (TYP) 0.4686 AC /
80.00' 80.00' - I EASEMENT, 1 1 I / � J AND A �
1 a, - I I- - - - - I FIRE HYDRANT / SEPARATE PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION
TYP OF ALL I I- (TYP)
I / /
l.o ' - - /
20'EOP - - _�- -L_ - / \ 7. A CERTIFIED FOUNDATION SURVEY, OR SETBACK VERIFICATION SURVEY, IS
-- ---TINE VISTA WAY -_ 50' S 04'48'01"E 1s1.s9' 1. 0. - __ I REQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATION
(5Y PUB. R/W Et UTILITY) ROW C1 PIN 81 L _ _ - - I I S�b �1, I CONSTRUCTION
w =,.mow ^ N w 50'PUg VISTA WAY - - J R25' 'V •! 1h
- RAW&UTILITY) 81. 0' �
- 0.00' w vv so4�12'14"W 49239 9 R45' I 8. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY
0.0
- - - - - - - - .00 w EOP
EX.8' WATER LINE _ _ - - q -F - Z _ I AGRICULTURAL DISTRICT
15, PRIVATE I 20' PRIVATE - 0 w R50' /
I I I UTIL. ESMT. DRN. ESMT - __ - - 8 w R35' ROW I 9. ALL FIRE HYDRANTS WILL MEET THE UNIFIED DEVELOPMENT ORDINANCE
- - - - - - - 1 _ (TYP.) I I - -� -- 0.0 - 50 I OF ONE HYDRANT EVERY 500 FEET.
FIRE I 1 I I (TYP)HYDRANT I 1 - - I I PROPOSED 5_ __ - 0 p q� 15' PRIV.
TEMP.ACCESS L I 1 - - WATER LINE - �- -I- - - �'/ UTIL. ESMT'0,138 SF 10. ALL STREET LIGHTING WILL MEET THE UNIFIED DEVELOPMENT
VL
EASEMENT 1 I I I I - - _ yI IL - - -_-_ / / 0.4623 AC I o ORDINANCE REGULATION OF ONE STREET LIGHT EVERY 300 FEET.
(PHASE 1) I I I I SETBACKS I I - _ \S,, LLn
n
I F
F I I I (TYP) 42
I I gLv I I I I I
39 I 40 1 1 41 I 42 I I 11
I PROPOSED i1
37,532 37,169 SF I I 36,602 SF 3S,184 SF 43 4 I I WATER LINE
I Q I 0.8616 AC I 0.8533 AC 1 0.8403 AC 0.8077 AC 33 841 SF 32,500 SF I �t I I \ l 1 - - -
I I I 1 0.7461 AC 5 � �9i � I I III I � 10, �
1 1 0.7769 AC I I 1 46 I I \ \ s I METER ESMT. l l
5 X5 WATER I ' 1 uo l
I I I I I I I 31,158 SF I 49 � � I � MI LOT I�
1 I 0.7153 AC 29,817 SF I I I J
I I I 1 1 0.6845 AC I I \ \ 20,646 SF y 50, 10'
I I 1 I I \ 0.4740 AC \ ROW ~J 10'SIDE
N I I 1 I I I I I I I I I I \ \ \ I I i I Iz�
N I I I I 4 / \ \ I1 ICI LOT
I I UL
48
28,943 SF \ I \ ; 1 20'CORNER
\ 24,442 SF
1 0.6644 AC
\ 0.S611 AC ��--15'PRIVATE UTILITY&LANDSCAPE ESMT
°1 w w I I
ao o 0 00 0 I J I \ �' I 10' DRAINAGE ESMT.
I I v N \ o YP \ I 50'ROW
I n I EX.WETLAND
\ I BUILDING SETBACKS & EASEMENTS
I - I I I N
I I I I I I I I I \\ \ I o NOT TO SCALE W Q
I I co SITE LEGEND
O
� � Q
\ <
� WWWWW EXISTING WETLANDS U_ =
1 \ .00'OS3 .b1. 5 a J CO Z
I-
SOILS UNSUITABLE FOR SEPTIC Q �
a Q O
88 .44' 177.08'
Q I I S 07°57'30" E a _ - -
J F_
Z � � � � � � � � � � � � � � � � � � � � a 177.01' NOTE: w
o a 176.84' _ _ - -1 ALL FIRE HYDRANTS WILL MEET THE UNIFIED L''� Q z
- - - DEVELOPMENT ORDINANCE REGULATION OF ~ m =
176.68' _
ONE HYDRANT EVERY 500 FEET. (/�
DESIGNED BY: JEH
1 I I H1210N
DRAWN BY: JLF
SCALE IN FEET
Know what's below APPROVED BY: JEH
i
Call before you dig. o' 25 50 100
® D SHEET.'
Dial
Or Call800-632-4949 NO. REVISION DESCRIPTION: DATE:
C2 .01
2 CIVIL