SW1240601_Plansheet - Proposed Conditions/Site Plan_20241001

iCO / r\ � 15"RCP / I PRELIMINARY
SITE DATA \ \y NV:1067.02
GENERAL NOTES � \ � �� �
PROJECT: EMERALD VILLAS 1. ALL PARKING SPACES SHALL BE Y WIDE BY 18'DEEP MIN. EX.6"WATER LINE { \ OVERLAPPING PROPERTY LINE / I NOT FOR CONSTRUCTION
2. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO TOWN OF SPINDALE STANDARDS AND SPECIFICATIONS. I \ PER SURVEY AND GIS yq
PLAN TYPE: SITE PLAN 3. SOLID WASTE DUMPSTER AREAS WILL BE SCREENED WITH MATERIALS CONSISTENT WITH THE EXTERIOR MATERIALS OF THE PROPOSED STRUCTURES. ��
ENGINEER: BATEMAN CIVIL SURVEY 4. ALL HVAC AND MECHANICAL EQUIPMENT WILL BE GROUND MOUNTED AND SHALL BE SCREENED FROM PUBLIC VIEW.REFER TO LANDSCAPE AND I I \ \ �y T-4
ENGINEER:
ARCHITECTURAL PLANS. _ 15"RCP *+*+*+ . \ /
TIM GRISSINGER � � co �, G / �
5. ALL CURBING SHALL BE 2'-6"STANDARD CURB AND GUTTER.SEE DETAIL SHEET. - _ IN -1065.85 +� LI/ S? �
2524 RELIANCE AVENUE - _ \ +++* + + �2�03'04. EX.6"WATER LINE /
APEX,NC 27539 6. ALL SIDEWALKS SHALL BE 5-FEET IN WIDTH,UNLESS OTHERWISE NOTED. / \ \ 48'
7. UNLESS OTHERWISE NOTED,ALL SIDEWALK SHALL BE ADA COMPLIANT.(STEPS NOT APPLICABLE) + +*+*+ \218.Op l
PHONE:[phone] EXISTING GAS LINE \
7.1. 5%MAX LONGITUDINAL SLOPE. 4 a � *+ +*
EMAIL:[e-mail] ° + + +
7.2. 2/°MAX CROSS SLOPE. �� Q LLI
° O p / EXISTING TELEPHONE LINE \
OWNER/DEVELOPER: EMERALD VILLAS NC,LLC 7.3. 2/°MAX SLOPE IN ANY DIRECTION AT LANDINGS AND TURNING AREAS. � � � ASPHALT
324 SUNSTONE DR 8. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LOCAL MUNICIPALITY,NCDEQ AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS. - - - - - - - J 'll U PARKING \'EXISTING ELECTRIC LINE �� / \
CARY,NC 27519 _ - �LI 26'ROW DEDICATION ^�
PHONE:[phone] TRAFFIC CONTROL NOTES RESERVED m ~ \ �� \� i� \ \ EXISTING 8"PVC
1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND NCDOT STANDARDS. II W O / �� \ / \\\ \ \ \ INV:1052.56
PROPERTY ADDRESSES: 0 HAMILTON ROAD 2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN.VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2-LB.GALV.STEEL U-CHANNEL POST SET IN 18-IN DEEP PARKING 0 O / �'Q� // i� �y��DUKE ENERGY^ I F `� ^
W coo z \ V / i� RIGHT OF WAY \^
0 LEDBETTER ROAD X 8-IN DIA.CONCRETE FOOTING.SIGNS MOUNTED ADJACENT TO SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN.VERTICAL CLEARANCE TO THE BOTTOM OF i
J � /�� � ,� � � �OB942 PG873) ^^ � .R26'
PINS: 1539077950 SIGN. L1J I j \\
1539085143 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. CL \ ; /�� oo ------
ZONING:
R-6 MARKING NCDOT STD. SIZE COLOR
PROPOSED USE: MULTIFAMILY RESIDENTIAL PARKING SPACE 4-IN WHT. n I ��--� D R26' T
NO PARKING-FIRE LANE' 4-IN YEL. ' \ \
EXISTING TRACT AREA: 5.31 AC. MAXIMUM SS
CROSSWALK 1205.07 4-IN WHT. . H
RAN DEDICATION 0.20 AC. STOP BAR 1205.01 24-IN WHIT. PENALTY I ' o 4?,
NO PARKING-FIRE LANE MARKING SHALL CONSIST OF A 4"SOLID YELLOW STRIPE AND 8"HIGH YELLOW TEXT"NO PARKING-FIRE LANE"AT 40,INTERVALS. $250 \ o
NEW TRACT AREA 5.11 AC. STRIPING SHALL BE PLACED AS INDICATED BY THE FOLLOWING LINETYPE - - - - - 1 I ��/ 25' FRONT SETBACK
CONSTRUCTION CLASSIFICATION: WOOD FRAME I \ \ =ti A / 1 T Q
4. ALL PAVEMENT MARKINGS SHALL BE RESIN TYPE PAINT AS REQUIRED BY THE TOWN. VAN _ I / p � m
ROOF COVERING: ASPHALT SHINGLES ACCESSIBLE - _ EX.6"WATER LINE � / ( �
PROPOSED#UNITS: 8 1-BEDROOM - - - _ I mwQ / ( (6 N
26 2-BEDROOM - - - o B Cu O
❑�o r 1 o
12 3-BEDROOM N10°03'15.79"E \ \ moo° m�vQ N V o
46 TOTAL UNITS 41.26' S6So l oo _ �� ^ 's? 0O
BUILDING AREA: 56,409 GSF SITE LAYOUT KEY NOTES + �33S489,9" \�\ CD c m� O / // N
�25,� O ^� 20'SCM MAINTENANCE 0 U
MIN.BUILDING SETBACKS: FRONT: 25' A ACCESSIBLE PARKING AND SIGNAGE,SEE DETAIL SHEET I �� / / / 0 Z x
J �, Q, 7 AND ACCESS ESMT. L m 0
REAR: 20'/80'BTW BACK WALLS OF OPPOSITE BUILDINGS x Z
SIDE: 8'/30'BTW BUILDINGS B ACCESSIBLE WHEELCHAIR RAMP,SEE DETAIL SHEET I \ ` O�� N \ , / j / I j 0'_ C
CORNER: 18' C DUMPSTER ENCLOSURE WITH GATES,SEE ARCHITECTURAL PLANS 24' A{ w
MEAN BUILDING HEIGHT: CO FT D PROPOSE PROJECT SIGN,REFER TO ARCHITECTURAL PLANS I \��\ / / E I � � � � J
RIVER BASIN: BROAD E CROSSWALK,SEE TRAFFIC CONTROL NOTES THIS SHEET I ' / / g / > N Ln Lu
F GAZEBO,REFER TO ARCHITECTURAL PLANS - '� co
WATERSHED CLASS: NONE - - _ V rn
G PICNIC SHELTER,TABLES,GRILL,REFER TO ARCHITECTURAL PLANS - C Z
DISTURBED AREA: 4.36 AC. - _ `S6 0 / L c
H STOP BAR WITH STOP SIGN,TRAFFIC CONTROL NOTES THIS SHEET - - `" I S 354 ®
IMPERVIOUS SURFACE AREAS: I END CURB AND GUTTER,SEE DETAIL SHEET I I 728 �1 F oOoo / ® a a
J LIGHT DUTY ASPHALT PAVEMENT,SEE DETAIL SHEET 17 \ B / / o(� L0
EXISTING: 0 AC. 04
PROPOSED: 1.92 AC. 38.48/° K HEAVY DUTY ASPHALT PAVEMENT,SEE DETAIL SHEET
( ° ) v �'SID SETBACK "' C
L LIGHT DUTY CONCRETE PAVEMENT,SEE DETAIL SHEET � � LJJ
PARKING/ROAD:34,277 SF M HEAVY DUTY CONCRETE PAVEMENT,SEE DETAIL SHEET I I I ' \\
SIDEWALK:7,965 5F N CONCRETE SIDEWALK 6'-0" cC T
BUILDING:41,595 SF 0 CONCRETE SIDEWALK 5'-0" f `-' -\ \ 0 R48'
P SEGMENTAL RETAINING WALL(DESIGNED BY OTHERS) EXISTING 8"CLAY ' ' �\ ,
PARKING REQUIREMENTS: - L _ INV:1068.50
RESIDENTIAL BUILDINGS: 1.7 PER NIT Q SCM MAINTENANCE AND ACCESS EASEMENT P,MAX 1T
S U GS: 5 U I
S PUMP STATION(REFER TO PUMP STATION PLAN SHEET C405) - - _ ' \
F
PROPOSED: T ACCESSIBLE SIDEWALK ROUTE L \ I ❑❑ 0 •
TOTAL#UNITS: 46 PERMANENTLY ANCHORED,WEATHER RESISTANT BENCH WITH BACK,OWNER TO COORDINATE I \ \ \ [ / R54' / +3 sell
TOTAL PARKING REQUIRED: 81 U MANUFACTURER AND COLOR SPECIFICS 0
TOTAL PARKING PROVIDED: 87 5-12 PLAY EQUIPMENT BY PALMETTO PLAYSETS,LLC.MODEL J-1829 OR APPROVED EQUAL.
ACCESSIBLE PARKING REQUIRED: 9 ' - _ EXISTING 8"CLAY
EQUIPMENT SHOWN FOR ILLUSTRATION PURPOSES ONLY.OWNER TO COORDINATE FINAL _
ACCESSIBLE PARKING PROVIDED: 9 V - -INV_1068.23 +* ' T
SELECTION AND MANUFACTURER AND ENSURE REQUIREMENTS ARE MET.EQUIPMENT AND - _ \ +
SURFACE MUST MEET ACCESSIBILITY CODE SECTION 1108. -7 \ +' I G
2-5 PLAY EQUIPMENT BY PALMETTO PLAYSETS,LLC.MODEL J-1648 OR APPROVED EQUAL. I +* R5'
W EQUIPMENT SHOWN FOR ILLUSTRATION PURPOSES ONLY.OWNER TO COORDINATE FINAL \ *+* 1
SELECTION AND MANUFACTURER AND ENSURE REQUIREMENTS ARE MET.EQUIPMENT AND \ I++++ I - N
SURFACE MUST MEET ACCESSIBILITY CODE SECTION 1108. / I / / \ \ [++++ --
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CONCRETE SIDEWALK,SEE DETAIL SHEET Y FENCE CO / \ +++++/ / �� © *k w CD
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HEAVY-DUTY ASPHALT PAVEMENT,SEE DETAIL SHEET CD
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® LIGHT DUTY ASPHALT PAVEMENT,SEE DETAIL SHEET / I. + * + LL, N n E 0 ^
THE ACCESSIBLE PARKING f / I*+*+*+**�� CO_ U- Cie vJ
HEAVY-DUTY CONCRETE PAVEMENT,SEE DETAIL SHEET SPACES AND AISLES SHALL r++++++++1 � - U J
TYP 5'RADIUS HAVE A MAX.2%SLOPE IN F*+++++++ Z B
ALL DIRECTIONS INCLUDING \
UNLESS NOTED / / / / _ I'++++++++� T V
LIGHT DUTY CONCRETE PAVEMENT,SEE DETAIL SHEET THE DIAGONAL \ `+*+`+*p I 0 J Q
OTHERWISE / I+ + +
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18' 24' 18' / - - - - - - - - \+*+*+*++I / '
STALL AISLE STALL T ' `
NOTES: \ �oAy / *,*,*,*
R170'
ALL DIMENSIONS ARE TO FACE OF CURB. / �( +++++ 0
INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE. ++++++ 1
*+*+*+
TYPICAL PARKING DIMENSIONS / `++++ °
*+*+� ° R230'
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/ r _ I Design By: TSG
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LOCAL MUNICIPALITY / Y
NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS - - �- _ _ zo'REARSETBACK I Date: 03.01.24
_ N76°5
NAD83/NAVD88 / / / / 3'2 fi 6p„l Project#: P230604
REV# DATE DESCRIPTION SCALE 1"=40' 164pp ` SHEET
Q0 40' 80' C200
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