SW5190201_Sheet 03 - Site Layout Plan_7/16/2019

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MATCH LINE
\ FLAGGED
\\ \,. /^X\ 11,192 S F.\ ♦ � � � WF#4 \�\
10 X70 SIGHT / / ♦ 0.257 A.C. % JURISDICTIONAL
/F COMMUNITY BAPTIST CHURCH
-DISTANCE TRIANGLE / / \ ` �\ / / V # \ WETLAND
i \\ OF SILER CITY, INC.
DB 1854, PG 629 05' / 3, \ \ `♦ \ /'�°/ ° '�� S WF / \ \ �\ BOUNDARY
MB 2007, PG 179 /�
PIN: 8752-02-55-5172 7 11 ,189 S.F. \ ` / ' // / //�#2//>'\ ✓ ' �\
/ \ \ TO
�/ / \ ♦0.257 A.C.ti �,,\\\\ 10'X70' SIGH' 9�oC/� \ �O \\ w DISTANCE TRI, NEW o�
/
o 0, \ \ UTILITY �� / S� \ \ ♦ \ �\ // / 55 // /
Asp \ \� EASEMENT / \%; T 'R9 T \ \ J �) % VEG
11 226 S.F. ETATIVEI /
0.258 A.C.
15 834 S.F. ov q \ / / ♦ \ / / / ,\�o AS. FROM
tK 0.363 A.C. �� \ / \ / \ , o / / \, WATERS
7. / ��` / �♦♦ I / ' �� \ \ / �. \ S� \♦;\ \/�o�/ / - 00, EDGE)
IIN
/ S♦♦ j I \\ \ \ \ C / ,\�\ 11,238 S.F. S ! ' I I I 1 T
// / / \ ♦ \ 0.258 A.C. / NEW 10' X I / I
MATCH LINE NEW �`` / / / \ / 10' UTILITY
UTILITY ;1`<\ \ S \X %\��/// /\ \ EASEMENT I I I I I I
EASEMENT ♦ �s /, 5h
.1 1,257 S.F
♦� \ 0.258 A C.* 4
\ \ � �- /IV/ � �\ I I \ 5\' SIDEWALK
10,731 S.F.
0.246 A.C. �( / O• / / / i \ \ I
NEW 20'
SAN ITARY _ ♦�\\ \ / �/ / L I I \ \ 1 I 1
SEWER , - - ` \ '� / I
/ _ \ \\'s�.1 1,255 S.F. �� \ '� �/ / • / �i��� F`G, S / �1 T
EASEMENT �, '� 0.258 A.C. x // �� �GU.
G
\ / /'� ♦ \ \
° \ 11,237 S.F.
I 1I \y ,'[ / / ♦` 0.258 A.C. '0
\ ♦ SSA / SS EX. 20' SANITAR / ADDITONAL/
\\ s/ / i SEWER EASEMENT.
1 I S L ui CONCRETE
�`1,' / \ � \ ♦ \ '� � �i / 1�6i � / 0 PARKING
1 1 197 S.F. \ s 5� / ��� �� / ✓ AREA.
1 \ �C NEW 10' X- 9 o NEW 20' �,
1 \ \ 0.257 A.C. /� / - _ I I �` w G < o / �(n'P)
\ / 10' UTILITY c�` J� T-9j, MULTI -USE
��lo / `♦ I sr `r!y ��\\ G / 5/ s/ EASEMENT I I �� '���/LF EASEMENT PATH/NEW 40'
CALL BEFORE NEW �� �,' \\ �� �,\`♦\ \ �° /n �' \ \ / `��°� /m ACCESS
/ 'EASEMENT' I
YOU DIG. UTILITY I \' '. ` 1 1,382 A.0 . \�\\\ /
EASEMENT / / \ ♦ \
�♦ o \ �\ �,/ / / s / /MHP/AID USIA LL-w4-
I\ VARIABLE WIDTH
♦\\\ ` /� - �� �/ / �(s\ I \ / / // / TEMPORARY
/ � f CONSTRUCTION
!`\ 11 064 S.F. /55 NEW 20 I \ \ I I / �/
/ \ \ ` \ 0.254 A.C. \� >> ��/ / SAN ITARY I I //S/ EX'.'T LOT -41
NEW 10 X / /\ \� SEX. w/o / / 66S �// / SEWER 1 \s\ I I �%� 1/ 15 259 S.F.
20' UTILITY //�\ ♦/♦ \\sr� S \\(APPR J.) 1°55 / / / EASEMENT I I \ \ I ,8,/ I L
500 S.F. 0.�50 A.C. /
0.195 A.C. 0 i
EASEMENT // \\ \ � \\I♦ / �O' / / / I ss\ II � /�6 /SID V/VA/K I I
\\`♦ \\\10,341 S.F.\ /� \ ss� / / I I S NEW 20' WIDE y� 1 �' � J
0.237 A.C. f / (0 l / I \�\ PRIVATE DRAINAGE k \ / 1/� - - - - LP
NEW 10' X \\ \ �; \ v \ 5/ \ EASEMENT. r j I/ 2 \ /
20' UTILITY \ / /\ ♦ \ ♦ 1 ��/ / \ \ I I ,I \ \ -
EASEMENT \ / \ \ \12,154 S.F., / �• \ / / / 8 219 S.F. ✓'.+oo NHOWARD COL
\ \ 6 0.279 A.C. / �� INTERMITTENT �� 10.189�'' -o- - -
\ 55 / / STREAM SECTION -
END OF HYATT COURT TO \ \ ♦ Np
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SCHOOL BUS
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'FIRE HYDRANT
I I
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ISPEED LIMIT SIGN
1 25 MPH
65I II
T oo" o STANDARD STOP BAR
FINISHED TO FULL WIDTH / \ \\ \ \ I \ / / / NEW 5 X / NEW 20 I I♦ I\ /oryx� RASH-> I I I
ASPHALT PER TOWN / I I CART �7 P SIGN
/ STANDARDS /\ \ Sly `� \\ / / / /10 UTILITY ° / \ \ "SANITARY I 'Ir: /LTJ
T \. \\ �o / /// EASEMENT �O "SEWER I I `:':�` / /I/ NEW 40' /
s- �/ // /�' \/ \ \ \�\ \ `\e♦2\ \ 12 T . I /IOOo
384 S.F., EASEMENTACCESS
0.284 A.C. INTERMITTENT •�,+ ' RASH, EASEMENT \JI
I COUNTRY
STREAM SECTIONCAR�
S/LIVING
OPEN SPACE DISCHARG/ I
WITHIN BUFFER WF#5 SWALE 1 S� - r ESTATES
& MULTI -USE /(GRA S) EX. LOT F
I \\ `s \ / / ♦ / / / L PATH EASEMENT 1 / W I - I 1 5,931 S.F.
/ ' \ NEW 10' X ` \ \ \ 7�� /\ / F`G, WF# 45�� \ o\ I - / 0.366 A.C. VARIABL WIDTH
\ 15' UTILITY \ \ 's G . ° ' G,� FLAGGED 7.299 ACRES , 7 p ,5�, -
J \ S �♦ i ,�� o WF# \ \ o ':i; ; .. - - - - - TEMPORARY
/ \ `EASEMENT / \ 12,920 S.F. 010,347 S.F. ♦♦ l29'l1 �c. yJ o JURISDICTIONAL MAILBOX F#$ 6,001 S.F. - f CONSTRUCTION
I / \ 0.297 A.C. _ 0.238 A.C. F9 'A iL \ \ '
NEW / I \ / \ �♦ \ / ` \ S A \ ,p J' WETLAND \ r a \ r NEW 20' WIDE EASE
.� � s F F- LOCATION / \ 0.138 A.C.
UTILITY I I �6 \ \\ \ - __ / / "/ �\/ �'T `/ � 11 14 / BOUNDARY /F p \ - - -� PRIVATE DRAINAGEIB4-
I r� \ \ / ♦ \ (� O / / ss� w 11 / ti \ \ _ \-_TUi7' -- EASEMENT. / S £ RIDGE
.� \ ♦ \ \ O WF# 9 \ CT
EASEMENT J 1 , - S \ ♦ \ \ �\ G\�` s5/ / WF#10
r - \ �♦ \ �6 \ \�1,267 S.F� �/ / J -SS-SS / / / / / �� \ \ A-
SS �-4\
\ \\\ \�� ♦ / j 0.259 A.C. �Q 7. \ / / \ \.. CART ��`" \
12,563 S.F. \ / / // / TRASH \ I
-12 - 0.288 A.C. G O ./ o S�, x� ��/ / �� j - ti / 10 \ .:.. \ I
II III I \ - h �o T / 55 �- / % / / - \.::::. 6,000 S.F.-
NEW
UTILITY \ i \ u ♦ NEW 20' �� \ / / N W 20' wID ' 0.138 A.C.
I� \/
\\ SWT l0 1I 20'1 / \ EASEMENT S` `♦ \\ ,�o / '� / \ `♦\/ / / \ T�T� y �/ / MULTI -USE �� /� \\/ / PRIVATE DRAINAGE ?:"': S
co rJ� PATH /�/ y/ / \ / EASEMENT. - ESTIMATED \
I 13,1
0 3016 A C 1 1 �- �� \ '` �;10,428 S.F. \/ / / 9 s �yJ EASEMENT / / / /i i / \ / - - OFFSITE \ I I
TRASH DRAINAGE TO \
I \ 150' \ \ 16,840 S.F. \ �� 0.239 A.C. �< �/ j\ /�'L // / DISCHARGE•- � / _SI �IAL \ I I
- - 1 - - ���9 ♦ \ 0.387 A.C. \ - h x S �S\ \� / �`,p'A / �'\ / / / \ / \� t w ... CART \\ \ \ THIS POINT =
r SWALE2 \ / 1 � � I
- - -r - T \ L - / !y� ♦♦ �/ 5 tF / (GRASS) S BA K 6,000 S.F. 30 : i .. � \ 5.91 ACRES
O I \` \ \- / / / ' /- \\\� / `.'�,,:: 1
--�� ' % / / \L y 0.138 A.C. \ �0.138 S.F. �-� I \ I I I
r--- NEW 5 X s 11I J I S \ ♦♦ \ >• / / /, '�\``--/\ / / -5/ / �� / / \ ( ) O I \ 0.138 A.�-'
\ 10 UTILITY \ \ \/ / h 1
14,581 S.F. 1 II I \ V /- / `O 10,444 S.F. j� �\ 1 �/� �° / / / 25 NEW/ - - \ - - N� �l ^ / VAN NESS
' \ / \ 1► \ 0.240 A.C. / //55/ 5 SIDEWALK / I , , 1 / APARTMENTS, LLC
I 0.335 A.C. 21,206 S. ♦ \ �EX. 20' SANITARY % / TRASH / /
\ f I S SEWER EASEMENT. s O 4 o \ / / Ex. z za°CMP
0.487 A.C. , � s r - -f �O �.:^ •. o CART J /I/ , / I ) DB 1290 PG 812
I / SWI G / +� AMBRIDGE G /\APB 2007-PG 179 / / / /� / I / SITES \ /� 6,023 S.F. ,?'.' �. 6 009 S.F., 1// r I I /
I \ I I � 0.138 A.C. � ,i / I I \ � N / O MB 95, PG 364
/ I OUTHEAST _ 1 / / /'Ij 1 1 1 / -, / 0.138 A.C. / / PIN:8752 04 64 83
05 /// \ ��� \ , /j5 / / I 1 I I L'J /l / NEW 20 WIDE cs�,
ESTATES / ^ \ 7 /� 7 535 S.F. I \
, / / 7Q \ / 55 / I / PRIVATE DRAINAGE / �'� - 7 \ r RASH
108' / yy \ \\�\/ / / / / I 0.172 A.C. I I EASEMENT. c�'-�7` - \ �/ ( \ �\ NEW 20' WIDE
\--12,414 S.F. ,f / ® I r I'
�_- _ l'J „ � I PRIVATE DRAINAGE I "I
0.285 A.C. \ / / 605 h \ \ 1 1,426 S.F. \ S / �' I r :: L 1 60 6b - �� Imo/ LP In \ 1
G / � 6,566 S.F. I \ EASEMENT.
\ - S G _ /\ /\ , 0.262 A.C. s / 8 036 S.F. / ' . °`..:: �s / 0.151 A.C. \ ) 1 I }
_� �✓ / G / 1\ TF,T " / ' / 8 I 7,771 S.F. �N \ 1 EX. ELECT) I
NEW 0 0.184 A.C., i 1 I O -TO - 0.178 A.C. - I \ \
1 6 173 S.F. 1 6,419 S.F. 1 �' - 1 APPROX.
\ \ ` S -SS -SS -SS -SS - �Q , �gUFFER / x SAN ITARY-F 7 \ / / / 6,190 S.F. x b o II I E \ EXISTING
\ 1 � � S ♦ s� � ROM 0.142 A.C. 0.147 A.C. 1yj i LOCATION
K 0.142 A.C. / ;:� :• I FIRE HYDRANT
HORNEY LIVESTOCK CO. "' I \ \ ` S ,� �(MEAS EDGE) \ SEWER �,./ / lo. I r / �5/, p _ 1 I I I \
DB 1774, PG 1 180 �Y� ' 6 _ _ - ' \ �' 1 1,81 S.F. " ASEMENT I TRASH /
I k � / f ♦� \ T 0.271 A.C. %' WATE oo "� I � TRASH �. CART ,. 1 1 I / 1 / `•:':.X O � -� • x I I / / 'V ` s
%T ,� �' CART 1 20 ' / I 1 0��, 7 201 S.F. S
MB 87, PG 428 V i 1 G \\� \ I I /°x / / e RASH 0.165 A.C.V \
PIN: 8752-03-34-9681 '1' k x \ S \ / / `} " \s\ I 1 I I I ��, - cARr - - - - \ \ 1 I ESTIMATED \
� s�. I�-� '� \ / / � / / /� '�'�< I I / �!: '. � /• g - _ - _ \ ��1 I I OFFSITE 1
A
22 582 S.F. / I , 6 \ / , ♦ �� �/ 8,668 S.F. TRASHCART TRASH !"" .';`' o� �°o / - - - _� \ 1 ' �� \ 1 I I IDRAINAGE TO
0.�18 A.C. / / \ J' s \ \� " I 0.199 A.C. I I CART os+oo TRASH CART _ oa+o r, TRASH CART+ �� / COURT RASH- N \ \II I THIS POINT =
I I \ / - - �� - TTRASN CART HEWITT .. ART 1 oR' --�` \ \ \ I 16 5 ACRES II
\ \ 1 I 1 tL \ v`♦\ / TRASH CART-HOWARD COURT - / °.. , �� / TRASH g p \ \ I I
O \ \ \ � 3 H \ 14,829 S F. / \ / j' I I III III III & ,. CART O dp I
/ ` 0.340 A.C. I I I 66 : o
s0' f:. 9,593 S.F. I \ \ \\ \ \
S.F. I ` \/ NEW 20' I �� .� 1= 1.. 1 \ \ I \
I I ° \ L INTERMITTENT / /DISCHARGE
I I 11 / 0.22o A.C.
�0.361 A.C. 1 \ SANITARY SWALE3
-� / STREAM SECTION /
NEW 11 113,064 S.F. \ SEWER / / (GRASS) i// / I I I I 13 1 /" 1 4 - I I- ®1 I 1 1 I / I \\ I
' UTILITY I 10.300 A.C. \ r j / o i I it i / / i I I 1 / / ® .� II \ \ \ \ \ NEW 20 WIDE
�I \/ ,�„ , EASEMENT/ NEW 20' WIDE I / I II _6,000 S.F. 6,000 S.F. 16,000 S.F 16,052 S.F. �6,880 S.F. 1 0 1 \ \ \ \ \ PRIVATE DRAINAGE \ /
\ II 1 EASEMENT\ I I IEASEMENT/ h / / 1 10,494 S.F. 1 0.138 A.C.1 0.138 A.C.1 0.138 A.C. 10.139 A.0 0.158 A.C. I " �,� \ \ \ \ \ EASEMENT. l
\ PRIVATE DRAINAGE \I ' 0.241 A.C. 1 1 1 /I 1 / 1 10,055 S.F. \ \ \ \ \
1 'EASEMENT. I / / \ I / 9 / I / I / I I I I / 1 10.231 A.C. \ -
�= % \ ��---------- //��- - - - - - - - - -------- / / ' (�° I L_ -�L L_ I� �.- /
- ' END NEW 20' % '� / / G R EA LENOX-
I , N 84.19 58 W 1,292.62 / y / , / - -----------_
MULTI -USE PATH / / / / / / B 5 7, /PG 463
EASEMENT / P/N: �P52 04-53-7210
REVISIONS
SS
OWNERS:
SITE ADDRESS:
PIN:
PARCEL NUMBER:
DEED BOOK:
AREA:
ZONING:
PLAT BOOK:
JURISDICTION:
CURRENT USE:
PROPOSED USE:
EXISTING HOMES:
PROPOSED NEW HOMES:
TOTAL HOMES:
CAMBRIDGE SOUTHEAST, LLC
650 E. CLARK AVENUE
ORCUTT, CALIFORNIA 03455-5254
265 HAMP STONE ROAD
SILER, NC 27332
8752-02-54-8468
13625
1900 PAGE 738
25.71 AC.
R-MH-C
2007 PAGE 179
SILER CITY (EXTRATERRITORIAL JURISDICTION)
VACANT
MOBILE HOME PARK
32 (MOBILE HOME SITES)
25 (MOBILE HOME SITES)
57 (MOBILE HOME SITES)
LOT REQUIREMENTS
FOR
NEW DEVELOPMENT:
6,000 S.F.
MINIMUM
LOT
SIZE:
MINIMUM
LOT
WIDTH:
60'
SETBACKS: (MINIMUM BUILDING LINES)
FRONT - MEASURED TO EDGE OF PRIVATE STREET: 20'
FRONT - MEASURED TO ROW OF PUBLIC STREET: 25'
SIDE & REAR: 10'
IMPERVIOUS AREAS:
CAMBRIDGE SOUTHEAST PROPERTY - 25.71 AC:
EXISTING IMPERVIOUS AREA: 2.07 AC.
PROPOSED IMPERVIOUS AREA: 1.64 AC.
PROPOSED IMPERVIOUS PERCENTAGE: 1.64 AC/23.64 AC= 6.94%
(25.71 AC - 2.07 AC(EX. IMPER.) = 23.64 AC)
VAN NESS APARTMENTS, LLC PROPERTY - 25.68 AC:
EXISTING IMPERVIOUS AREA: 5.18 AC.
PROPOSED IMPERVIOUS AREA: 0.16 AC.
PROPOSED IMPERVIOUS PERCENTAGE: 0.16 AC/20.50 AC= 0.78%
(25.68 AC - 5.18 AC(EX. IMPER.) = 20.50 AC)
UTILITIES:
PROPOSED WATER SYSTEM: PUBLIC
PROPOSED SEWER SYSTEM: PUBLIC
MOBILE HOME PARK IDENTIFICATION SIGN:
THE PARK IDENTIFICATION SIGN IS LIMITED TO 10 FEET TALL AND 40 SF
IN AREA. HAS TO INDICATE THE NAME OF THE DEVELOPMENT ONLY.
TOTAL AREA OF MINIPARKS REQUIRED: TOTAL DEVELOPMENT = 19,021 SF
TOTAL AREA OF MINIPARKS TO BE PURCHASED BY FEE-IN-LIEU=19,021SF
TOTAL AREA OF MINIPARKS PROVIDED: NEW DEVELOPMENT = 0 SF
EXISTING DEVELOPMENT = 0 SF
TOTAL COMBINED AREA OF MINIPARKS PROVIDED FOR PROJECT = 0 SF
MINIPARK TOT AREAS (MIN. 15%): HYATT CT - 0 SF
MINIPARK TOT AREAS (MIN. 15%): HOWARD CT - 0 SF
SOLID WASTE: EACH MOBILE HOME UNIT WILL USE INDIVIDUAL CARTS
MULTI -USE PATH EASEMENT DEDICATION: 29,537 SF (0.678 AC.)
OPEN SPACE AREA: 7.299 AC
LIMITS OF DISTURBANCE: 6.00 AC.
EXISTING DEVELOPMENT (HYATT CT)=32 EXISTING UNITS
8 EX.
2-BEDRM.
UNITS= 8 UNITS
X 240 SF PER DWELLING UNIT =1,920 SF
24 EX.
3-BEDRM.
UNITS= 24 UNITS X 349 SF PER DWELLING UNIT =8,376 SF
TOTAL
REQUIRED
MINIPARK AREA
FOR HYATT COURT = 10,296 SF
FEE -IN
-LIEU PAYMENT FOR HYATT
CT REQUIRED MINIPARK AREA = 10,296 SF
TOTAL
MINIPARK
AREA PROVIDED
ON HYATT COURT = 0 SF
NEW DEVELOPMENT = 25 UNITS
25 3-BEDRM. UNITS= 25 UNITS X 349 SF PER DWELLING UNIT = 8,725 SF
TOTAL REQUIRED MINIPARK AREA IN NEW DEVELOPMENT = 8,725 SF
FEE -IN -LIEU PAYMENT FOR HOWARD CT REQUIRED MINIPARK AREA = 8,725 SF
TOTAL MINIPARK AREA PROVIDED IN NEW DEVELOPMENT = 0 SF
OWNER TO PAY FEE -IN -LIEU FOR 100% OF REQUIRED MINIPARK AREA.
THE REQUIRED AREA IS 19,021 SF
1. THE CONDITIONAL USE REZONING MUST BE APPROVED PRIOR TO
CONSTRUCTION DRAWING APPROVAL BY THE TOWN.
2. IF MINI -PARKS ARE BUILT THEY MUST BE DEVELOPED IN
ACCORDANCE WITH THE TOWN OF SILER GUIDELINES.
3. FOR THE FALL AREAS AT THE MINIPARK PLAY EQUIPMENT THE TOWN
REQUIRES 10-12 INCH LAYER OF CERTIFIED PLAYGROUND MULCH
WITH PLASTIC BORDER TO HOLD MATERIAL IN PLACE.
4. IF MINIPARK SHELTERS ARE CONSTRUCTED THEY MUST BE BUILT OF
PRESSURE TREATED LUMBER OR STEEL WITH ARCHITECTURAL SHINGLE
ROOF OR METAL ROOF PER THE TOWN OF SILER CITY STANDARDS.
THE SHELTER IS TO BE BUILT ON A CONCRETE SLAB.
5. THE DEVELOPER WILL NOT BE CONSTRUCTING THE MULTI -USE PATH.
6. THE STORAGE BUILDING FOR EACH NEW HOME SHALL BE AT LEAST
25' FROM ANY MOBILE HOME, DECK, OR DETACHED ACCESSORY
BUILDING THAT IS 12' x 12' OR LARGER.
7. THE SALES OFFICE FOR THE NEW DEVELOPMENT WILL BE LOCATED IN
AN EXISTING UNIT IN COUNTRY LIVING ESTATES.
PIPES, SWALES AND DITCHES HAVE -TO -BE WITHIN A RECORDED v
PERMANENT DRAINAGE EASEMENT.
© 60 0 30 60 120
GRAPHIC SCALE: 1 INCH = 60 FEET
ALL
CONSTRUCTION
TO
SILER
CITY
STANDARDS
& SPECIFICATIONS
FINAL PLAN - NOT FOR CONSTRUCTION
1. 2019-02-11 REVISED PER TOWN & NCDENR 1
1ST REVIEW COMMENTS.
CAMBRIDGE SOUTHEAST
ESTATES
SILER CITY NORTH CAROLINA
i
SCALE: 1 "=60'
PROPOSED OVERALL
SITE PLAN
1
�auu�ua���
C A R�/t
`.`��� �oF�ssro �q'�%
= �
'12550
'�'4�q1� FN�I N E�� _\\;`�
�''�i�� H. g�'� ``
�oil
07-15-19
DEVELOPMENT ENG1 NEE k1 NG,
SHEET
NO.
3
of
17
2. 2019-02-25 REVISED PER ADDITIONAL NCDENR COMMENTS.
ORIGINAL DATE: 09-07-18
3. 2019-03-18 REVISED PER TOWN 2ND CONST REVIEW COMMENTS.
r o f e S S / o n a l E n g/ n e e r/ /7 g C O /7 S U l t a /7 t S
244 West Millbrook Road, Ralei h, NC 27609 Phone: [phone]
P. O. Box 17705, Raleigh, NC 27619 Fax: [phone]
www.d-e-ine.com E-mail: [e-mail]
4. 2019-06-19 REV PER TOWN 3RD CONST REVIEW & NCDEQ 1 ST STORMWATER COMMENTS.P
LATEST REVISION DATE: 07-15-19
5. 2019.07.15 REVISED PER NCDEQ 2ND STORMWATER REVIEW COMMENTS.
PROJECT NO.: 16-154
1
1