HomeMy WebLinkAboutNCC222419_Site Plan or Location Map_20220705APPROVED EXCEPTION5
THE FOLLOWING ITEM HAVE BEEN APPROVED A5 EXCEPT[ON5 FOR TH15 DRAWING
BY THE TOWN OF APEX DEPARTMENT DI RECTOR(5), AND TO THE BEST OF MY
KNOWLEDGE AN BELIEF, THIS DRAWING CONFORMS TO THE REQUIREM ENT5
E5TA5LI5HED BY THE DIRECTOR(5) ALLOWING DEVIATION FROM THE STANDARD
SPEC I f I CATI 0 NS AND STANDARD DETAIL5 OF THE TOWN OF APEX. THE 51GNATURE
BELOW REP RE5ENT5 THAT THE REQUESTING ENGINEER HAS BEEN GRANTED A
VARIANCE ONLY FOR THE ITEM5 LISTED. THE DEVELOP ER/EN GINEERICONTRACTOK 15
SOLELY RESPONSIBLE FOR MEETING ALL APPLICABLE REQUIREMENTS.
APPROVED EXCEPTION
DIRECTOR GRANTING EXCEPTION
CUFrON FORGF 5TA. AND RED BLUFF RD. SEWER DEPTH AND GRADE
Michael S. Deaton P.E. -
Water Resources Director
OLIVE PARK, PD. WATERLINE DEPTH
Michael S. Deaton, P.E.
- Water Resources Director
DROP MANHOLE5 FOR MH#2, MH#7, MH# 15, Mll# 17
Michael S. Deaton, P.E.
- Water Resources Director
>20 DEPTH FOR MH#2
Michael S. Deaton P.E.
- Water Resources Director
MINIMUM COVER FOR 5TORM DRAINAGE (CB#5G-59)
Michael S. Deaton P.E.
- Water Resources Director
BY: DATE:
(REQUESTING ENGINEER)
BUILDING IN5PECTION5 4� PERMITS - TOWN Of APEX CERTIFICATION
Th15 DRAWING HAS BEEN REVIEWE❑ BY THE TOWN OF APEX BUILDING IN5PECTION5 4�
PERMITS DEPARTMENT, AND TO THE BE5T OF MY KNOWLEDGE AND BELIEF, CONFORMS
TO THE REQUIREMf=NT5 E5TABLI5HED WITHIN THE TOWN'S CODE OF ORDINANCE5 AND
THE NORTH CAROLINA STATE BUILDING CODES. HOWEVER, TH15 SIGNATURE DOES NOT
CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY FEDERAL, STATE,
OR LOCAL CODE, LAW, 5PECIFICAT 10N, RULE OR ORDINANCE. IT €5 THE 50LE
RESPONSIBILITY OF THE OWNERIDEVELOPER, OR ANY OF H15 AGENTS OR CONTRACT
PROFE551ONAL5 TO ENSURE THAT TH15 CONSTRUCTION PLAN MEET5 ALL THE
AFOREMENTIONED REQUIREMENTS.
Approved
BY. sewens 03/16/2022 1:48:24 PM DATE:
PARKS, RECREATION, AND CULTURAL RESOURCES - TOWN OF APEX CERTIFICATION
THESE PLANS HAVE BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORM TO REPRESENTATIONS MADE BY THE DEVELOPER
TO MYSELF AND THE PARKS, RECREATION, AND CULTURAL RE50URCE ADVISORY
COMMISSION CON51STENT WITH THE PROJECTS REQUIREMENTS FOR PUBLIC FARK5
AND RECREATION, EITHER IN TOTAL OR IN PART, A5 OUTLINED IN THE TOWN OF APEX
UNIFIED DEVELOPMENT ORDINANCE AND TOWN OF APEX CODE OF ORDINANCES.
HOWEVER, TH15 SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY
REQUIREMENTS CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW,
SPECIFICATION!, RULE OR ORDINANCE. IT IS THE SOLE RESPONSIBILITY OF THE
OWNERIDEVELOPEK, OR ANY Of 1115 AGENTS OR CONTRACT PROFESSIONALS TO
ENSURE THAT THIS CONSTRUCTION PLAN MEETS ALL THE AFOREMENTIONED
REQUIREMENTS.
Approved
BY: areincke 03/16/2022 3:07:57 PM DATE:
WATER RE5010RCE5 UTILITY ENGINEERING - TOWN OF APEX CERTIFICATION
THIS DRAWING HAS BEEN REVIEWED 5Y THE TOWN OF APEX WATER RESOURCES
DEPARTMENT, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE
REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS AND STANDARD
DETAILS OF THE TOWN OF APEX. HOWEVER, THIS SIGNATURE DOES NOT CONSTITUTE A
VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY FEDERAL, STATE, OR LOCAL
CODE, LAW, SPECIFICATION, RULE 0R ORDINANCE. IT 15 THE SOLE RESPONSIBILITY OF
THE OWNER/DEVELOPER, OR ANY OF HIS AGENTS OR CONTRACT PROFESSIONALS TO
ENSURE THAT THIS CONSTRUCTION PLAN MEET5 ALL THE AFOREMENTIONED
REQUIREMENTS.
Approved
fRIFND5HIP STATION SECTION 4-6
F)HA5E5 5-6 CONSTRUCTION DRAWINGS
BY. smiller 0311612022145:22 DATE: 1
FIRE DEPARTMENT - TOWN OF APEX CERTIFICATION _ -1
TH15 DRAWING HA5 BEEN REVIEWED BY THE TOWN OF APEX FIRE DEPARTMENT, AND TO i 1
THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS l
E5TABL€SHED WITHIN THE TOWN'S STANDARD SPECIFICATIONS, FIRE PROTECTION -1 I
ORDINANCES, AND THE NORTH CAROLINA INTERNATIONAL FIRE CODE. HOWEVER, THIS
SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS , -
CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW, SPECIFICATION, RULE OR
ORDINANCE, IT 15 THE SOLE RESPONSIBILITY OF THE OWNER/DEVELOPER, OR ANY OF l
HIS AGENTS OR CONTRACT PROFE551ONAL5 TO ENSURE THAT TH15 CONSTRUCTION ' 1
PLAN MEETS ALL THE AFOREMENTIONED REQUIREMENTS.
Approved
BY: khuegerich 03/17/20221:44:44 PM DATE:
PLANNING/ZONING - TOWN OF APEX CERTIFICATION
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T5TATION
5ECTION54-G ��\ �s�r--- �,
MCKENZIE
DGF PUD 'r
THIS CONSTRUCTION DRAWING HAS BEEN REVIEWED BY THE TOWN ❑F APEX PLANNING I
DEPARTMENT, AND TO THE BE5T OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE ,
SUBDIVISION OR SITE PLAN THAT WAS APPROVED BY THE TOWN OF APEX TOWN ,
COUNCIL OR TECHNICAL REVIEW COMMITTEE, A5 APPROPRIATE, AND MEETS THE
STANDARDS OF THE TOWN OF APEX UNIFIED DEVELOPMENT 0RDINANCE. THIS
SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS OF THE
ORIGINALLY APPROVED SUBDIVISION OR 51TE PLAN CITED ABOVE, ❑R ANY FI=DSRAL,
STATE, OR LOCAL CODE, LAW, 5PEClF1CATION. RULE, GUIDELINE, OR ORDINANCE. IT 15
THl= SOLE RESPONS151LITY OF THE OWN ERIDEVELOFER, OR ANY OF HI5 AGENT5 OR
CONTRACT FROFE5510NALS TO ENSURE THAT THIS CONSTRUCTION PLAN MEETS ALL
THE AFOREMENTIONED REQUIREMENTS.
Approved BY: IIdtin 03/16/2022 2:23:05 PM DATE:
PUBLIC WORKS * TRANSPORTATION - TOWN DP APEX CERTIFICATION
THIS DRAWING HAS BEEN REVIEWED 13Y THE TOWN OF APEX PUBLIC WORKS f
TRANSPORTATION DEPARTMENT, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF,
PROVIDES AN ACCEPTABLE TRANSPORTATION SYSTEM WITH CONSIDERATION FOR THE
ELEMENTS CONTAINED WITHIN THE TRANSPORTATION PLAN CONFORMING TO THE
REQUIREMENT5 ff5TABLi5HE❑ IN TdE STANDARD SPECIFfCATI0N5 t STANDARD ❑ETAIL5
AND THE UNIFIED DEVELOFMf~NT ORDINANCE OF THE TOWN OF APEX. HOWEVER, TiH15
SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS
CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW, SPECIFICATION, RULE OR
ORDINANCE. IT IS THE SOLE RESPONSIBILITY OF THE OWNERIDEVELOPEK, OR ANY OF
HIS AGENTS OR CONTRACT PROFESSIONALS TO ENSURE THAT THIS CONSTRUCTION
PLAN MEET5 ALL THE AFOREM ENTI0NE❑ REQUIR NAfrNT5.
Approved
BY: rdalfr,n 03/1Fnnn 1 Fn Pnn DATE:
ELECTRIC - TOWN OF APEX CERTIFICATION
TH15 DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX ELECTRIC DEPARTMENT,
AND TO THE BEST OF MY KNOWLrDGE AND BELIEF, CONFORMS TO TH I -
REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS AND CONSTRUCTION
DETAIL5 AND THE UNIFIED DEVELOPMENT ORDINANCE OF THE TOWN OF APEX.
HOWEVER, TH15 51GNATURE ❑OE5 NOT CONSTITUTE A VARIANCE FROM ANY
REQUIREMENTS CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW,
1 SPECIFICATION, RULE OR 0RID INANC1=. IT 15 THE SOLE RE5FON515ILITY OF THE
OWN ItRIDEVELOPER, OR ANY OF HI5 AGENT5 OR CONTRACT PRO fE55 10 NAL5 TO
ENSURE THAT THIS CONSTRUCTION PLAN MEET5 ALL THE AFOREMENTIONED
REQUIKFMI_NT5.
Approved
BY: rsmith 03/17/2022 3:31:19 PM DATE:
RIEND5I 119r
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WATER RESOURCES 501L EROSION 5EDIMf;NTATION CONTROL - TOWN OF APEX CFRTIFICATI0N WATER RESOURCE5 5TORMWATI-P ENGINEERING - TOWN ❑F APEX CERTIFICATION NOTE5:
TH15 DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORM5 TO THE REQUIREM ENT5 E5TABLI5HED IN THE 501L
ER0510N AND SEDIMENTATION CONTROL ORDINANCE OF ThE TOWN OF APEX. HOWEVER, TH15
SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY
FEDERAL, STATE, OR LOCAL CODE, LAW, 5PECIFICAT ION, RULE 0R ORDINANCE. IT 15 THP 5OLE
RESPONSIBILITY OF THE OWNER/DEVELOPER, OR ANY OF HIS AGENTS OR CONTRACT
PROFESSIONALS TO ENSURE THAT TH15 CONSTRUCTION PLAN MEETS ALL THE AFOREMENTIONED
REQUIREMENTS.
TH15 SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY PLAN REQUIREMENTS. A
SEPARATE LETTER OF PLAN APPROVAL WILL BE MAILED TO THE FINANCIALLY RESPONSIBLE PER50N
AT A LATER DATE ACCORDING TO THE CONSTRUCTION SEQUENCE.
BY:F7Approved
/2022 1:17:16 PM DATE:
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX WATER RESOURCES
STORMWATER FUTILITY ENGINEERING DIVISION AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE
STANDARD 57ECIFICATi0NS AND STANDARD D> TAILS AND THE UNIFIED
DEVELOPMENT ORDINANCE OF THE TOWN OF APEX. HOWEVER, TH15 SIGNATURE
DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY
FEDERAL, STATE, 0R LOCAL CODE, LAW, 5PECIFICAT[ ON, RULE OR ORDINANCE. IT 15
THE 50LE RESPONSIBILITY OF THE OWN ERIDEVE LOPER, OR ANY OF HIS AGENTS 0R
CONTRACT FROFE55€ONAL5 TO ENSURE THAT THIS CONSTRUCTION PLAN MEETS
ALL THE AFOREMENTIONED REQUIREMENTS. THIS SIGNATURE 5ERVE5 A5 THE
5TORMWATER PERMIT FOR TH15 PROJECT.
Approved
BY: jbolin 05/20/2022 1:17:21 PM.. DATE:
SITE DATA
PROJECT NAME
FRIENDSHIP STATION - SECTIONS 4-G PHA5f<5 5-G
PREPARER'5 CONTACT INFORMATION
JONES * CN055EN ENGINEERING, PLLC
P,0. BOX IOG2
APEX, NORTH CAROLINA 27502
PHONE - {9 1 9) 387-1 174
CONTACT PER50N - PATRICK L. KIERNAN
OWNER / DEVELOPfR CONTACT INFORMATION
M/I HOME5-RALEIGH
15 f I SUNDAY DRIVE SUITE # i 10
RALEIGH, NC 27GO7
PHONE - (9 1 9) 205-9980
CONTACT PERSON - ERICA LEATHAM
CURRENT PROPERTY ZONING
PUD-CZ
ZONING CASE NUMBER
18CZ02
ANNEXATION NUMBER
597
WAKE COUNTY PINS PHASES 5-G
0720-27-3337
TOTAL AREA OF PUD
203.7 ACRES
TOTAL AREA OF SECTIONS 4-G
125.71 ACRES
TOTAL AREA OF P1A5E5 5-G
44.97 ACRES
ALLOWED/PROP05f-D NUMBER OF UNITS (SECTION 4)
270 UNITS / 270 UNITS
ALLOWEDIFROPO5ED NUMBER OF UNITS {SECTION 5)
40 UNITS 140 UNITS
PROPOSED 5ECTION5 4-G PHA5E 5-G LOT51DEN51TY
72 1 1 .GO UNITS PER ACRE
PLAY LAWN AREA REQUIRED FOR PU❑
2.00 ACRES
PLAY LAWN AREA PROVIDED IN SECTION 7
0.50 ACRES
PLAY LAWN AREA PROVIDED IN SECTION 4-6 PHASE 1
0.79 ACRES
PLAY LAWN AREA PROVIDED IN SECTION 4-G FHA5E 2-4
0.9G ACRES
TOTAL PLAY LAWN AREA PROVIDE❑ FOR PUD
2.25 ACRES
RCAIBUFFER ARE A REQUIRED FOR PUD
SEC, 4-5: 80.73 AC. x 27% = 21.80 AC. (MA55 GRADED, SF DETACHED)
SEC. 1-3, G-7: 1 1 7. 1 7 AC. x 251/c = 29.29 AC.
TOTAL REQUIRED = 5 1.00 ACRES
5ECTION 7 RCA 1 BUFFER AREA PROVIDED
3.53 AC.
5ECTION 4-G PHASE 1 -4 RCA 1 BUFFER AREA PROVIDED
12.93 AC,
SECTION 4-G PRASE 5-G RCA 1 BUFFER AREA PROVIDED
22.31 AC.
MAXIMUM BUILT UPON AREA FOR PU❑
142.59 AC (70%v)
ESTIMATED PHASES 5-G BUILT UPON AREA
18.5 AC (41 . 1 %)
PUBLIC RECREATION REQUIREMENT
72 SINGLE FAM. DETACHED UNITS X $3,28G.331LOT = $23G,G 1 5.7G
TOTAL FEE = $23G,G 15.7G
ACRES Of LAND DEDICATION
O ACRES
PUBLIC GREENWAY TRAIL CON5TRUCTI0N?
N0
ADVISORY COMMISSION MEETING DATE
412G117
2045 LAND USE MAP
MEDIUM DENSITY RESIDENTIAL
HISTORIC STRUCTURE?
NO
WATERSHED INFORMATION
PRIMARY (CAFE FEAR BA51N)
FEMA FLOODPLAIN INFORMATION
MAP #3720072 I OOJ t #3720072200J (DATED MAY 2,
2000) PROJECT IS WITHIN 100 YEAR FLOODFLAIN
COORDINATES FOR CENTROID
35.G9°,-78.92u
SANITARY 5EWER CAPACITY REQUEST
72 SINGLE FAMILY LOTS @ 300 GALIDAY=2 1 ,G00 GAUDAY
cr
Ld
ca
?;W
L,xz �1 RICNARDS4N RD.
� � HU,ffIE pL1
PROPOSED cm
�D.
ROAD WIDENING
NUMIE DUPE ✓ U
.SITE
0
r- Oil
VICINITY MAP
MINIMUM BUILDING 5ET5ACK-9
TOWNHOME5
SINGLE FAMILY DETACHED
FRONT
15,
10,
DRIVEWAYS (51W TO GARAGE)
20'
201
REAR
151
1 O'
SIDE (END UNIT5)
5'
-
51DE (CORNER)
10,
-
51DE (NO AGGREGATE)
-
5'
FROM BUFFER OR RCA
i a
101
I 5ECTION 4 CON515T5 OF PHASES 1-3, SECTION 5
CONSISTS OF PHASE 4, AND SECTION G
CON515T5 OF PHASES 5-6.
2. PHASE 5 * PHASE G WILL GRADE LF55 THAN 50%
OF THE LOTS THEREFORE THEY WILL BE STAGE
GRADED,
3, 90% OF PRE -DEVELOPMENT DRAINAGE AREAS TO
13E PRESERVED iN THEIR NATURAL BASINS.
4. ALL NFCF55ARY PERMIT5 SHALL BE OBTAINED
FROM NCDENR, NCDOT, DWQ, THE ARMY CORP5
OF ENGINEER5 OR OTHER AUTHORI2ED AGENCIES
PRIOR TO CONSTRUCTION DRAWING APPROVAL.
PARKING SUMMARY
TOTAL 5PACE5 REQUIRED:
2 5PACE5 PER SINGLE FAMILY UNIT X 72 UNITS = 144 SPACES
MAIL KIOSK PARKING SPACES = 2
TOTAL RFQUIRFD = 1 4G SPACES
TOTAL 5PACE5 PROVIDED:
72 - 2 CAR DRIVEWAY 57ACF5 = 144 (NOT SHOWN)
MAIL K105K SPACES = 2 (1 H/C, 1 VAN)
TOTAL PROVIDED = 14G 5PACE5
PUBLIC IMPROVEMENT SUMMARY
LINEAR FOOTAGE OF NEW PUBLIC ROAD5
9,G 1 4
LINEAR FOOTAGE OF PUBLIC ROAD WIDENING
NIA
LINEAR FOOTAGE OF PUBLIC CURB * GUTTER
9,342
LINEAR FOOTAGE OF PUBLIC 51DEWALK
9,09 i
LINEAR FOOTAGE OF PUBLIC GREENWAY
NIA
LINEAR FOOTAGE OF PUBLIC SANITARY 5EWER
3,400
LINEAR FOOTAGE OF PUBLIC WATERLINE
1 2" DIW - 20
8" DIW - 4,039
G" DIW - 755
LINEAR FOOTAGE OF PUBLIC STORM DRAINAGE
3,094
CONSTRUCTION DRAWING 5HEET INDEX
I COVER SHEET
2 OVERALL LOT LAYOUT PLAN
3 LOT LAYOUT PLAN - 1
4 LOT LAYOUT PLAN - 2
5 OVERALL EXI5TING CONDITIONS PLAN
G EXI5TING CONDITIONS PLANT - 1
7 EXI5TING CONDITIONS PLAN - 2
8 OVERALL GRADING $ DRAINAGE PLAN
9 GRADING 0- DRAINAGE PLAN - I
10 GRADING t- DRAINAGE PLAN! - 2
1 1 EROSION CONTROL PLAN - I A
12 EROSION CONTROL PLAN - 2A
13 EROSION CONTROL PLAN - i B
14 EROSION CONTROL PLAN - 213
15 OVERALL UTILITY PLAN
I G UTILITY PLAN - I
17 UTILITY PLAN - 2
18 OVERALL STAGING * DEMOLITION PLAN
19 STAGING * DEMOLITION PLAN - 1
20 STAGING t DEMOLITION PLAN - 2
21 OLIVE FARM ROAD (5TA. 25+00-END)
22 CLI FTON FORGE 5TATI ON t GOLD H I ILL COU RT
23 CAVE JUNCTION STATION {STA. 0+00-1 2+00)
24 CAVE JUNCTION 5TA. (END) � RED BLUFF ROAD
25 YARROW COURT AND 5EWE R OUTFALL5 A f- B
2G 5CM WET POND #8
27 5CM WET POND #9
28 STREET SIGN PLAN
29 EASEMENT PLAN
30 ROAD WIDENING LAYOUT PLAN
31 ROAD WIDENING EXISTING CONDITIONS PLAN
32 ROAD WIDENING GRADING PLAN
33 HUMIE OLIVE ROAD WIDENING PLAN
34 NEW HILL OLIVE CHAPEL ROAD WIDENING PLAN
35 HUMIE OLIVE ROAD 5TRIPING PLAN
3G NEW HILL OLIVE CHAPEL ROAD STRIPING PLAN
37 HUMIE OLIVE ROAD CR055 SECTIONS
38 NEW HILL OLIVE CHAPEL ROAD CROSS SECTIONS
39 EROSION CONTROL DETAIL5
40 CONSTRUCTION DETAILS - 5TREE75
41 CONSTRUCTION DETAILS - UTILITIES
LA- I LAN D5CAFE PLAN - I
LA-2 LANDSCAPE PLAN - 2
LA-3 POND #8 LANDSCAPE PLAN
LA-4 POND #9 LANDSCAPE PLAN
A4.00 SINGLE FAMILY ELEVATIONS - ARCADIA
A4.00 51NGLE FAMILY ELEVATI0N5 - TRAFFORD
RW-1 .❑ RETAINING WALL TITLE SHEET
RW-2.0 RETAINING WALL 51TE LAYOUT
RW-3.0 RETAINING WALL NO. I PROFILE
RW-3. 1 RETAINING WALL NO. I PROFILE CONT.
RW-4.0 RETAINING WALL N0. 2 PROFILE
KW-4. 1 RETAINING WALL N0. 2 PROFILE CONT.
RW-5.0 KED1-ROCK UNIT DETAILS
RW-5. 1 REDI-ROCK UNIT Df-TAIL5 CONT.
RW-6.0 RETAINING WALL SPECIFICATION5
5TANDARD 5PECIFICATION5 � 5TANDARD DETAIL5
VFR5I0N: MARCH 23, 2021
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221 N. SALEM ST.
SLATE 001
PO BOX 1062
APEK, NC 27502
Office: 919 387-1174
Regi&stlon: P-0151
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