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SW5190201_Sheet 03 - Site Layout Plan_7/16/2019
.: a� V a 0 0 t- fV x 0 0 m 0 cu V Q LL a 0 E 0 U) a fu ro Ln Ln b Lu I 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 s c�,4p \ �7 C , . I z I NEW 15'X10' SCHOOL BUS D I SHELTER -n I "m I I 3 1 / L� li 6 o f I I � 11/1 MEADOW CT \I I� I EXISTING 'FIRE HYDRANT I I 2 I I 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: 919-847-8300 P. O. Box 17705, Raleigh, NC 27619 Fax: 919-847-2130 www.d-e-ine.com E-mail: Office@d-e-ine.com 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