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SITE
PARKSIDE RECREATION SITE
l, PETER D. CNOSSEN, FE, CERTIFY THAT THE STANDARD SPECIFICATIONS OF THE TOWN
Of APEX HAVE BEEN THOROUGHLY CHECKED AND FOUND TO BE APPLICABLE TO THIS
PROJECT. ALL EXCEPTIONS TO THE APPLICABLE TOWN STANDARDS HAVE BEEN
. . . ::.
PREVIOUSLY APPROVED BY THE TOWN OF APEX AND SAID EXCEPTIONS ARE SHOWN ON
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BUILDING INSPECTION DIVISION CERTIFICATION BY THE TOWN OF APEX
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX BUILDING INSPECTION
DIVISION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE
REQUIREMENTS ESTABLISHED WITHIN THE TOWN'S CODE OF ORDINANCES AND THE
NORTH CAROLINA STATE BUILDING CODES. HOWEVER, THIS SIGNATURE DOES NOT
CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY FEDERAL,
STATE, OR LOCAL CODE, LAW, SPECIFICATION, RULE OR ORDINANCE. THE DEVELOPER/
ENGINEER/CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL APPLICABLE
REQUIREMENTS.
THESE PLANS HAVE 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 RESOURCE ADVISORY
COMMISSION CONSISTENT WITH THE PROJECTS REQUIREMENTS FOR PUBLIC PARKS AND
RECREATION, EITHER IN TOTAL OR IN PART, AS OUTLINED IN SECTION 7.3 OF THE
TOWN'S UNIFIED DEVELOPMENT ORDINANCE AND ARTICLE IV, SECTION 19 OF THE TOWN
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. THE DEVELOPER/ENGINEER/CONTRACTOR IS
SOLELY RESPONSIBLE FOR MEETING ALL APPLICABLE REQUIREMENTS.
PARKSIDE RECREATION SITE
PREPARER'S CONTACT INFORMATION
JONES $ CNOSSEN ENGINEERING, PLLC
P.O. BOX I OG2
APEX, NORTH CAROLINA 27502
PHONE- (919) 387-1 174
FAX- (919) 387-3375
CONTACT PERSON- STUART M. JONES
LENNAR CAROLINAS, LLC
909 AVIATION PARKWAY, SUITE 700
MORRISVILLE, NC 275GO
PHONE· (91 9) 337-9444
FAX- (919) 337-9454
CONTACT PERSON - STEVE LEACH
479
ANNEXATION NUMBER
CURRENT PROPERTY ZONING
TOWN OF APEX CERTIFICATION
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE
STANDARD SPECIFICATIONS 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 OR ORDINANCE. THE
DEVELOPER/ENGINEER/CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL
APPLICABLE REQUIREMENTS.
SITE..
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WAKE COUNTY PIN
PUD-CZ (CASE #I 3CZ I 3)
072 1-45-0 I 83
TOTAL PROJECT AREA
RCA AREA IN RECREATION SITE
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221 N. SALEM ST.
SUITE 001
POBOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
ＭＮｾ｣ｯｭ＠
0.05 ACRE
HISTORIC STRUCTURES?
NO
DESIGNATED I 00-YEAR FEMA FLOODPLAIN?
NO
FEMA FLOODPLAIN INFORMATION
MAP #37200721 OOJ (DATED MAY 2, 200G)
WATERSHED INFORMATION
PRIMARY (CAPE FEAR BASIN)
IMPERVIOUS AREA ALLOWED
(70 0%)- 2.1 AC (91 ,47G SF)
IMPERVIOUS AREA PROPOSED
(20.3%)- O.G I AC (2G,400 SF)
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CABANA FOOTPRINT AREA
890 SF
POOL $ DECK AREA
7,715SF
PROJECT ADDRESS
0 MT. ZION CHURCH ROAD
2030 LAND USE CLASSIFICATION
MEDIUM DENSITY RESIDENTIAL
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GARAGE DOORS MUST HAVE WINDOWS, DECORATIVE DETAILS, OR CARRIAGE-SlYLE ADORNMENTS ON THEM.
HOUSE ENTRANCES FOR UNITS WITH FRONT FACING SINGLE-CAR GARAGES MUST HAVE A COVERED PORCH-STOOP ARf.A
LEADING TO THE FRONT DOOR.
2 .G. THE GARAGE CANNOT PROTRUDE MORE THAN I FOOT OUT FROM THE fRONT fACADE OR fRONT PORCH FOR MORE THAN I 0%
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Of THE TOWN HOME UNITS.
2.7. GUEST PARKING SHALL BE DISTRJBUTED THROUGHOUT THE PROJECT 50 THAT THERE 15 AT LEAST ONE GUEST PARKING SPACE
WITHIN 200 Of EACH TOWNHOME LOT.
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MINIMUM BUILDING SETBACKS
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20'
SIDE
10'
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PARKING SUMMARY
BASIS OF DETERMINATIONI FER I 00 SF FOOL AREA - I PER 2 ,8B I SF
TOTAL SPACES REQUIRED- 2B SPACES (2 HANDICAP)
TOTAL SPACES PROVIDED- 3 I SPACES {2 HANDICAP)
PERCENTAGE OF PARKING ON SIDE -t: REAR- I 00%
BUILDING SUMMARY
PROPOSED CABANA SQUARE FOOTAGE- 8BO SF
PROPOSED CABANA HEIGHT -24' MAXIMUM
NUMBER OF STORIES - I
AUTOMATIC FIRE PROTECTION- NO
POOL AREA- 2,824 Sf
POOL DECK- 4,891 SF
CONSTRUCTION DRAWING SHEET INDEX
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4
5
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7
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REAR
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VINYL SIDING IS NOT PERMITTED, HOWEVER, VINYl WINDOWS, DECORATIVE ELEMENTS, AND TRIM ARE PERMITTED.
A CRAWl SPACE OR RAISED SLAB FOUNDATION 15 REQUIRED WITH A MINIMUM OF 2 STEPS AND 8 INCHES FROM THE GROUND
SINGLE FAMILY
TOWNHOUSE, DETACHED
TOWNHOUSE, ATTACHED
BOTANICAL GARDEN
GREENWAY
PARK, ACTIVE
PARK, PASSIVE
RECREATION fACILI1Y, PRIVATE
UTI LilY, MINOR
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2.5.
PLANNING/ZONING CERTIFICATION BY THE TOWN OF APEX
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2.3. THE ROOFLINE MUST BE BROKEN UP VERTICALLY BETWEEN EVERY OTHER UNIT.
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LANDSCAPE BUFFER AREA IN RECREATION SITE
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I . SINGLE FAMILY HOMES:
I. I. ALL RESIDENTIAL BUILDINGS SHAll HAVE EXTERIOR MATERIALS OF BRICK, STONE, WOOD, AND/OR HARDIPLANK SIDING.
I .2. ALL ROOFS SHALL BE PITCHED AT 5: I 2 OR GREATER AND SHALL BE COVERED WITH WOOD OR A5PHALT SHINGLES.
COVERED PORCHES ARE REQUIRED ON THE FRONT FACADE OF EACH RESIDENCE FACING THE PUBLIC RIGHT-OF-WAY.
I .3
ALL RESIDENTIAL HOMES SHALL HAVE A CRAWL SPACE OR A MINIMUM OF 2 STEPS OR 14 INCHES TO THE FRONT DOOR.
I .4
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX FIRE DEPARTMENT, AND TO
THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS
ESTABLISHED WITHIN THE TOWN'S STANDARD SPECIFICATIONS, FIRE PROTECTION
ORDINANCES, AND THE INTERNATIONAL FIRE CODE 2000 EDITION. HOWEVER, THIS
SIGNATURE DOES NOT CONSTITUTE A VARJANCE FROM ANY REQUIREMENTS CONTAINED
IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW, SPECIFICATION, RULE OR ORDINANCE.
THE DEVELOPER/ENGINEER/CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL
APPLICABLE REQUIREMENTS.
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ARCHITECTURAL ZONING CONDITIONS
FIRE DEPARTMENT CERTIFICATION BY THE TOWN OF APEX
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, PROVIDES AN ACCEFTABLE TRANSPORTATION SYSTEM WITH
CONSIDERATION FOR THE ELEMENTS CONTAINED WITHIN THE TRANSPORTATION PLAN
CONFORMING TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS
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 OR ORDINANCE. THE
DEVELOPER/ENGINEER/CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL
APPLICABLE REQUIREMENTS.
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TRANSPORTATION ENGINEER CERTIFICATION BY THE TOWN OF APEX
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PROJECT NAME
OWNER/ DEVELOPER CONTACT INFORMATION
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VICINITY MAP
N.T.S.
PARKS, RECREATION, AND CULTURAL RESOURCES CERTIFICATION BY THE TOWN OF APEX
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THIS CONSTRUCTION DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX PLANNING
DEPARTMENT, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE
SUBDIVISION OR SITE PLAN THAT WAS APPROVED BY THE TOWN OF APEX BOARD OF
COMMISSIONERS, AND MEETS THE TOWN OF APEX ZONING, SUBDIVISION, OR UNIFIED
DEVELOPMENT ORDINANCE. THIS SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM
ANY REQUIREMENTS OF THE ORIGINALLY APPROVED SUBDIVISION OR SITE PLAN CITED
ABOVE, OR ANY FEDERAL, STATE, OR LOCAL CODE, LAW, SPECIFICATION, RULE,
GUIDELINE, OR ORDINANCE. IT IS THE SOLE RESPONSIBILITY OF THE OWNER/DEVELOPER,
OR ANY OF HIS AGENTS OR CONTRACT PROFESSIONALS TO ENSURE THAT THIS
CONSTRUCTION PLAN MEETS ALL THE AFOREMENTIONED REQUIREMENTS.
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CONSTRUCTION DRAWINGS
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COVER SHEET
SITE LAYOUT PLAN
EXISTING CONDITIONS PLAN
GRADING .; EROSION CONTROL PLAN
UTILITY PLAN
HAW RIVER TRAIL" SEWER OUTFALL A
BID-RETENTION AREA I
CONSTRUCTION DETAILS - I
CONSTRUCTION DETAILS- 2
LANDSCAPE PLAN
CABANA FLOOR PLAN
ARCHITECTURAL ELEVATIONS
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BY: _____________________________ DATE: ________________
AAWN
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PDC
DATE
SOIL EROSION AND SEDIMENTATION CONTROL CERTIFICATION BY THE TOWN OF APEX
ELECTRIC UTILITIES CERTIFICATION BY THE TOWN OF APEX
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE SOIL
EROSION AND SEDIMENTATION CONTROL ORDINANCE 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 OR ORDINANCE. THE DEVELOPER/ENGINEER/CONTRACTOR IS
SOLELY RESPONSIBLE FOR MEETING ALL APPLICABLE REQUIREMENTS.
THIS SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY PLAN REQUIREMENTS. A
SEPARATE LETTER OF PLAN APPROVAL WILL BE MAILED TO THE FINANCIALLY RESPONSIBLE
PERSON AT A LATER DATE ACCORDING TO THE CONSTRUCTION SEQUENCE.
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX ELECTRIC UTILITIES DIVISION,
AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS
ESTABLISHED IN THE STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE
UNIFIED DEVELOPMENT ORDINANCE 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 OR ORDINANCE. THE
DEVELOPER/ENGINEER/CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL
APPLICABLE REQUIREMENTS.
BY: _ _ _ _ _ _ _ _ _ _ _ _ DATE: _ _ _ _ _ _ _ __
ENVIRONMENTAL PROGRAMS CERTIFICATION BY THE TOWN OF APEX
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX PUBLIC WORKS AND
UTILITIES DEPARTMENT (ENVIRONMENTAL PROGRAMS) AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE UNIFIED
DEVELOPMENT ORDINANCE 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 OR ORDINANCE. THE
DEVELOPER/ENGINEER/ CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL
APPLICABLE REQUIREMENTS. THIS SIGNATURE SERVES AS THE STORMWATER PERMIT
FOR THIS PROJECT.
DECEMBER I , 20 14
PUBLIC WORKS AND UTILITIES CERTIFICATION BY THE TOWN OF APEX
R.EV!S!ON
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX PUBLIC WORKS AND
UTILITIES DEPARTMENT, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS
TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS AND
CONSTRUCTION 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 OR ORDINANCE. THE DEVELOPER/
ENGINEER/CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL APPLICABLE
REQUIREMENTS.
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GRAPHIC SCALE
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THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.
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DATE
PUBLIC WORKS - ENV. PROGRAMS
DATE
CM- TRANSPORTATION
DATE
PLANNING
DATE
CM - BUILDING INSPECTIONS
DATE
PLANNING- TRANSPORTATION
DATE
PUBUC WORKS - WATERISEWER
DATE
FIRE
DATE
PUBUC WORKS - EUECTRJC
DATE
PARKS,
PUBLIC WORKS - 5 ' E
DATE
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WETLANDS
NOTES'
I . ALL MATERIALS AND METHODS Of CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN Of APEX STANDARDS AND SPECIFICATIONS.
2. BOUNDARY INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH ｾｓｍｉｔｈ＠
SURVEYORS.
3. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS FILES.
4. EXISTING CONDITIONS INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH *
SMITH SURVEYORS AND DIGITAL FILES BY JONES* CNOSSEN ENGINEERING, PLLC.
5. THIS SITE WAS REVIEWED FOR WETLANDS AND STREAM BUFFERS BY ENVIRONMENTAL
SERVICES INC. AND THE DELINEATED ENVIRONMENTAL FEATURES ARE SHOWN.
G. PER FEMA MAP #37200721 OOJ DATED 02 MAY 200G, NO I 00-YEAR FLOODPLAIN
TRAVERSES THE PROPERTY.
7. THE RECREATION AREA SHALL BE OWNED AND MAINTAINED BY THE HOA.
8. TRASH AND RECYCLING SERVICES SHALL BE BY ROLL OUT CARTS STORED UNDER THE
CABANA.
9. NO SITE LIGHTING SHALL BE PROVIDED OTHER THAN A FEW LOW WATIAGE MOTION
LIGHTS MOUNTED TO THE BUILDING.
I 0. THE DECORATIVE FENCE AROUND THE POOL SHALL BE BLACK ALUMINUM.
I I. MAIL KIOSKS ARE PROPOSED UNDER THE COVERED AREA OF THE CABANA.
12. THE 20' DRIVEWAY ACCESS OFF THE HAW RIVER TRAIL STREET STUB SHALL PROVIDE
TEMPORARY ACCESS TO THE RECREATION SITE. FINAL SITE ACCESS SHALL BE FROM
THE FUTURE EXTENSION OF HAW RIVER TRAIL.
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18.5' PARKING
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PAVEMENT DESIGN
PAVEMENT DESIGN
PAVEMENT DESIGN
2" 1-2
G" A.B.C.
2" 1-2
8" A. B.C.
2" 1-2
G" A. B.C.
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N.T.S.
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4.
5.
G.
7.
8.
NO SITE DEVELOPMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING, CLEARJNG,
INSTALLATION OF S*E MEASURES, OR GRADING, SHALL OCCUR UNTIL REQUIRED
PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT OR BY CALLING
919-249-342G.
PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR
EACH INCH OF TREE CALIPER. PROTECTION FENCING MUST BE PLACED AT LEAST I 0 FEET
AWAY FROM ANY OTHER DESIGNATED RESOURCE CONSERVATION AREA, SUCH AS BUT NOT
LIMITED TO HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND PONDS. PROTECTION
FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE I 00-YEAR FLOODPLAIN AND
THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION FENCING MAY BE
REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED
NECESSARY BY THE ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE BUT ARE
NOT LIMITED TO COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE
SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA (SUCH AS BUT
NOT LIMITED TO, RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS
AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON SITE.
SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS BUT NOT
LIMITED TO PLAY FIELDS AND GREENWAY TRAILS MUST MEET ANY APPLICABLE STANDARDS
FOUND IN THE TOWN OF APEX STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS
AND THE REQUIREMENTS OF THE TOWN OF APEX PARKS AND RECREATION DEPARTMENT.
THE SCREENING OF LOADING DOCKS, ROLL-OUT CONTAINERS, DUMPSTERS, OUTDOOR
STORAGE. MECHANICAL AND HVAC EQUIPMENT. AND SIMILAR FACILITIES ON THE ROOF,
GROUND OR BUILDING SHALL MEET THE REQUIREMENT OF SECTION 8.2.8 OF THE UDO.
SPECIFICALLY SCREENING MUST BE DONE SO THAT'
A) IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND
LANDSCAPING.
B) SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL
MATERIALS Of THE BUILDING OR LANDSCAPE AND ARE SIMILAR IN MATERIAL AND
COLOR.
C) SCREENING ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC
STREETS, AND A TOTALLY OPAQUE SCREEN IS ACHIEVED.
D) ANY GROUND-MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY EQUIPMENT SIX-FEET
TALL OR HIGHER MUST BE FENCED AND LANDSCAPED.
E) DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS THEY MUST BE
AT LEAST EIGHT FEET TALL OR THE HEIGHT OF THE DUMPSTER WHICHEVER IS GREATER
AND BE BUILT OF MASONRY MATERIAL.
ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED
BEFORE A FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN
THAT PHASE.
SITE ITEMS, SUCH AS BUT NOT LIMITED TO, LIGHTING, LANDSCAPING (INCLUDING MULCH),
SCREENING (I.E.: DUMPSTERS/TRASH, MECHANICALJHVAC, ETC.), SITE STABILIZATION
(SEEDING), AND PARKING AND PAVEMENT MARKING MUST BE COMPLETED PRIOR TO
SCHEDULING A FINAL SITE INSPECTION.
INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF SITE PLAN APPROVAL PROCESS. A
SEPARATE SIGN PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION OF THE SIGN.
MULTIPLE USE LOTS, NON-RESIDENTIAL SUBDIVISIONS AND MULTIPLE TENANT LOTS MUST
SUBMIT A MASTER SIGN PLAN FOR APPROVAL.
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USE: SINGLE FAMILY
SUITE 001
POBOX 1062
APEX, NC 27502
Office: 919-387-1174
Registrauon: P-0151
N/F
TOWN OF APEX
PIN' 0721 -45-1759
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PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLAN5.
CM - ENGINEERING
DATE
PUBLIC WORKS- ENV. PROGRAMS
DATE
CM- TRAN5POR.TATION
DATE
PLANNING
DATE
CM - BUILDING INSPECTIONS
DATE
PLANNING- TRANSPORTATION
DATE
PUBLIC WORKS -WATER/SEWER
DATE
FIRE
DATE
PUBLIC WORKS - ELECTRIC
DATE
PARKS, RECREATION< CULTURAL RE5.
DATE
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ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WlTH TOWN Of APEX
STANDARDS AND SPECIFICATIONS.
2.
3.
4.
5.
BOUNDARY INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH t- SMITH SURVEYORS.
TOPOGRAPHIC INFORMATION TAKf'N FROM WAKf' COUNlY Gl5 FILES.
EXISTING CONDITIONS INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH 4"- SMITH
SURVEYORS AND DIGITAL FILES BY JONES .t: CN055EN ENGINEERING, PllC.
THI5 SITE WAS REVIEWED FOR WETLANDS AND STREAM BUFFERS BY ENVIRONMENTAL 5ERVICE5 INC.
AND THE DELINEATED ENVIRONMENTAL FEATURES ARE SHOWN. THE TOWN OF APEX BUFFER CALL
b.
7.
PROJECT ID NUMBER 15 I 2-003.
PER FEMA MAP #37200721 OOJ DATED 02 MAY 200b, NO I 00-YEAR FLOODPLAIN TRAVERSES THE
PROPERlY.
THE PROJECT SITE 15 WITHIN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT.
ElF
221 N. SALEM ST.
SUITE 001
POBOX1062
APEX, NC 27502
Office: 919-387-1174
RegistraUon: P-0151
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N/F
TOWN OF APEX
PIN: 0721-45-1759
ZONED: RR
USE: eLECTRIC SUBSTATION
-.j-.CDIII
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MILTON VEDIA RICHARDSON
FIN: 0721-44-1 G29
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THE SIGNATURES AFFIXED BElOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED 50UELY
PER fHE CERTIFICATIONS SIGNED ON THE COVER. SHEET Of THESE CONSTRUCTION PlANS.
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CM - ENGINEERING
DATE
PUBLIC WORKS- ENV. PROGRAMS
DATE
CM -TRANSPORTATION
DATE
PLANNING
DATE
CM - BUILDING INSPECTIONS
DATE
PLANNING- TRANSPORTATION
DATE
PUBLIC WORKS - WATER/SEWER.
DATE
FIRE
DATE
PUBLIC WORKS - ELECTRIC
DATE
PARKS, RECREATION 4 CULTURAL RES.
DATE
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NOTES'
I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF APEX STANDARDS AND SPECIFICATIONS.
2. BOUNDARY INFORMATION TAKfN FROM A DIGITAL FILE PROVIDED BY SMITH$ SMITH
SURVEYORS.
3. TOPOGRAPHIC INFORMATION TAKEN FROM WAKf COUNTY GIS FILES.
4. EXISTING CONDITIONS INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH*
SMITH SURVEYORS AND DIGITAL FILES BY JONES$ CNOSSEN ENGINEERING, PLLC.
5. THIS SITE WAS REVIEWED FOR WETLANDS AND STREAM BUFFERS BY ENVIRONMENTAL
SERVICES INC. AND THE DELINEATED ENVIRONMENTAL FEATURES ARE SHOWN.
G. PER FEMA MAP #3720072 I OOJ DATED 02 MAY 200G, NO I 00-YEAR FLOODPLAIN
TRAVERSES THE PROPERTY.
7. THE RECREATION AREA SHALL BE OWNED AND MAINTAINED BY THE HOA.
8. STORMWATER REQUIREMENTS FOR THE RECREATION SITE SHALL BE MET THROUGH THE
CONSTRUCTION OF A BIO-RETENTION AREA. THE BIO-RETENTION AREA SHALL BE
LOCATED WITHIN A DRAINAGE EASEMENT WITH ACCESS TO A PUBLIC R/W.
9. THIS PROJECT SHALL BE REQUIRED TO ADHERE TO ALL APPLICABLE STORMWATER
REQUIREMENTS INCLUDING LIMITING THE POST-DEVELOPMENT EQUAL TO OR LESS THAN
THE PRE-DEVELOPMENT RUN-OFF.
I 0. A GRADING PERMIT FROM THE BUILDING INSFECTION DIVISION IS REQUIRED FRIOR TO
ANY GRADING ON THE SITE IN CONFORMANCE TO THE NC BUILDING CODE AFFENDIX J
(GRADING). THE BUILDING FERMIT AFFLICATION SHALL LIST THE GRADING CONTRACTOR
AND SOILS FIRM OR INSFECTOR RETAINED TO OVERSEE THE SOILS COM FACTION ON
THE SITE IN CONFORMANCE TO CHAF'TER 17 OF THE NC STATE BUILDING CODE. DAILY
REPORTS BY THE SOILS INSFECTOR SHALL BE MADE AVAILABLE TO THE BUILDING
OFFICIAL UFON REQUEST. THE COMFLETED FINAL SOILS REFORT SHALL INCLUDE THE
INFORMATION REQUIRED BY SECTION 180 I THROUGH SECTION 1803 ALONG WITH A
FLOT MAP LOCATING AUL TESTS SITES AND THE LIMITS OF THE COMFACTED FILL AREAS.
THIS REPORT MUST BE FRESENTED TO AND ACCCEF'TED BY THE BUILDING OFFICIAL
FRIOR TO BUILDING FERMITS BEING ISSUED ON THE SITE. CONTACT RUDY BAKER AT
249-3381 FOR INFORMATION.
I I. A PLUMBING FERMIT ISSUED BY THE BUILDING INSPECTIONS DIVISION IS REQUIRED FOR
ALL FLUMBING SYSTEMS, INCLUDING STORM DRAINAGE SYSTEMS, INSTALLED OUTSIDE
THE PUBLIC RIGHT OF WAY OR A FUBLIC UTILITY EASEMENT. THESE SYSTEMS SHALL BE
INSPECTED AND APPROVED BY THE FLUMBING INSFECTOR PRIOR TO COVERING.
CONTACT RUDY BAKER AT 249-3381 FOR INFORMATION INCLUDING THE UTILIZATION OF
A THIRD-FARTY INSFECTION AGENCY FOR STORM DRAIN SYSTEMS.
12. THE TOTAL DISTURBED AREA IS I .0 ACRE.
13. SILT FENCE SHALL BE INSTALLED IN THE BEST LOCATION ON THE LOW SIDE OF THE
RECREATION SITE DEVELOFMENT CONTROL SEDIMENT.
14. INLET PROTECTION SHALL BE INSTALLED AROUND ALL INLETS ONCE CONSTRUCTED.
I 5. THE BIG-RETENTION AREA SHALL BE USED AS A SKIMMER BASIN DURING THE
RECREATION SITE DEVELOPMENT. THE SKIMMER BASIN SHALL BE CONVERTED TO THE
PERMANENT STORMWATER BMP AS SHOWN ON SHEET 7 FRIOR TO FINAL CO.
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SUITE 001
POBOX 1062
APEX. NC 27502
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MILTON $,VEDIA RICHARDSON
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PIN: 0721-44-1 G29
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Offic:e: 919-387-1174
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SKIMMER BASIN
DRAINAGE AREA = 0.9 AC
Q25=3. I CFS (125=8.5 CFS; Cc=0.4)
SA= I ,350 SF (3. I CFS X 0.0 I X 43,5GO SF)
VOL."C3.240 Cf (3,GOO CF X 0.9 AC)
. SIZE=G8'L x 20'W x 3'D
SKIMMER SIZE= I .5"; WEIR LENGTH= I 0'
RegistraUon: P-0151
N/F
TOWN OF APEX .
PIN: 072.1-45-1759
ZONED: RR
U?E: ELECTRIC SUBSTATION
www.joniiCntQIIIn.com
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TOWN OF APEX REQUIRED PLAN NOTES:
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NO SITE DEVELOFMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING, CLEARING,
INSTALLATION OF S$E MEASURES, OR GRADING, SHALL OCCUR UNTIL REQUIRED
FROTECTION FENCING HAS BEEN INSTALLED AND INSFECTED. A FROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEFARTMENT OR BY CALLING
91 9-249-342G.
2. FROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR
EACH INCH OF TREE CALIFER. FROTECTION FENCING MUST BE FLACED AT LEAST I 0 FEET
AWAY FROM ANY OTHER DESIGNATED RESOURCE CONSERVATION AREA, SUCH AS BUT NOT
LIMITED TO HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND FONDS. FROTECTION
FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE I 00-YEAR FLOODPLAIN AND
THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION FENCING MAY BE
REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED
NECESSARY BY THE ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE BUT ARE
NOT LIMITED TO COMMON FROPERTY LINES OR NEAR FUBLIC AREAS (SIDEWALKS, ETC.).
3. ALL GRADING AND SUFFORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE
SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR FROTECTED AREA (SUCH AS BUT
NOT LIMITED TO, RCA AND CRITICAL ROOT ZONES OF TREES, FUBLIC UTILITY EASEMENTS
AND RIGHTS-Of-WAY), AND SHALL BE CONTAINED ENTIRELY ON SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS BUT NOT
LIMITED TO FLAY FIELDS AND GREENWAY TRAILS MUST MEET ANY AFFLICABLE STANDARDS
FOUND IN THE TOWN OF APEX STANDARD SFECIFICATIONS AND CONSTRUCTION DETAILS
AND THE REQUIREMENTS OF THE TOWN OF AFEX PARKS AND RECREATION DEPARTMENT.
5. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE FEET
IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, INCLUDING RETAINING
WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE DESIGNED AND
CONSTRUCTED UNDER THE RESFONSIBLE CHARGE OF A REGISTERED FROFESSIONAL
ENGINEER AND COM FLY IN ALL ASFECTS WITH THE NC BUILDING CODE SECTION I G I 0.
RETAINING SYSTEMS MEETING THIS CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT
FRIOR TO START OF WORK.
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0.2
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REVISION
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CM - ENGINEERING
DATE
PUBLIC WORKS - ENV. PROGRAMS
DATE
CM- TRANSPORTATION
DATE
PlANNING
DATE
CM - BUILDING INSPECTIONS
DATE
PLANNING- TRANSPORTATION
DATE
PUBLIC WORKS - WATEI>ISEWER
PUBLIC WORKS - EUECTRIC
PUBLIC WORKS - S ;. E
DATE
DATE
FIRE
PARK5, RECREATION f. CUlTURAL RES.
__ j
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THE SIGNATURES AfFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY
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I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF APEX STANDARDS AND SPECIFICATIONS.
2. BOUNDARY INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH$ SMITH
SURVEYORS.
3. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS FILES.
4. EXISTING CONDITIONS INFORMATION TAKEN FROM A DIGITAL FILE PROVIDED BY SMITH $
SMITH SURVEYORS AND DIGITAL FILES BY JONES$ CNOSSEN ENGINEERING, PLLC.
5. THIS SITE WAS REVIEWED FOR WETLANDS AND STREAM BUFFERS BY ENVIRONMENTAL
SERVICES INC. AND THE DELINEATED ENVIRONMENTAL FEATURES ARE SHOWN.
G. PER FEMA MAP #37200721 OOJ DATED 02 MAY 200G, NO I 00-YEAR FLOODPLAIN
TRAVERSES THE PROPERTY.
7. THE RECREATION AREA SHALL BE OWNED AND MAINTAINED BY THE HOA.
8. CONTACT FOR TOWN OF APEX ELECTRIC UTILITIES IS RODNEY SMITH @ 515-245-3342.
5. THE POOL MAKE-UP WATER SHALL NOT CONNECT TO POTABLE WATER SUPPLY UNLESS
THERE IS A RP BFP AT THE CONNECTION.
I 0. THE RP BFP SHALL MEET TOWN CROSS CONNECTION CONTROL ORDINANCE AND USC
CODE.
I I. LOAD BEARING SANITARY SEWER CLEANOUTS SHALL BE USED IF LOCATED IN PAVED SITE
AREAS.
I 2. CONTRACTOR SHALL COORDINATE THE LOCATION OF ELECTRJC, GAS, CABLE TV AND
TELEPHONE SERVICES WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING
CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED BY THE UTILITY
COMPANY.
13. THE POOL BACKWASH WILL BE DISCHARGED TO THE SANITARY SEWER SYSTEM. RUNOFF
FROM THE POOL DECK AND SITE WILL BE DISCHARGED TO THE PRIVATE STORM
DRAINAGE SYSTEM.
14. POTABLE WATER SUPPLY FOR THE POOL WILL BE PROVIDED FROM A SPIGOT AD ACHED
TO THE CABANA.
15. THE TOA PUBLIC SANITARY SEWER EASEMENT ALONG THE WESTERN SIDE OF THE
RECREATION SITE IS TO PROVIDE THE RICHARDSON PROPERTY WITH ACCESS TO PUBLIC
SEWER.
I G. ALL WATER SERVICE MATERIALS INCLUDING THE RPZ/BFP SHALL BE LEAD FREE.
17. CONTRACTOR SHALL COORDINATE CUT OF EXISTING 8" DIP WATER MAIN IN MT. ZION
CHURCH ROAD FOR WATER MAIN EXTENSION IN HAW RIVER TRAIL WITH THE TOWN OF
APEX PUBLIC WORKS DEPARTMENT.
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SUITE 001
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POBOX 1062
APEX. NC 27502
Office: 919-387-1174
RegistraUon: P-0151
N/F
TOWN OF APEX
PINt 0721-45-1759
ZONED• RR
USE• ELECTRIC SUBSTATION
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N/F
MILTON$ VEDIA RICHARDSON.
PIN• 0721-44-1 G29
,zONED• RR
USE• SINGLE FAMILY
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TOWN OF APEX REQUIRED PLAN NOTES•
I.
ALL WATER$ SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF 3 FEET OF COVER.
2. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES.
3. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND NOTIFY THE
ENGINEER IF CONFLICTS ARE ENCOUNTERED.
4. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION OR ABANDONMENT WITH LOCAL
UTILITY COMPANIES AS REQUIRED.
5. UTILITIES WILL NOT ENCROACH UPON PROTECTED AREAS OR RUN PARALLEL THROUGH ANY
REQUIRED BUFFER.
G. WATER$ SEWER SHALL BE AT LEAST I 0 FEET LATERALLY FROM EXISTING OR PROPOSED
SEWERS. WHERE LOCAL CONDITIONS PREVENT A SEPARATION OF I 0 FEET, THE WATER
MAIN MAY BE LAID CLOSER, PROVIDED THAT THE ELEVATION OF THE BOTIOM OF THE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL
SEPARATION OF AT LEAST 3 FEET.
7. ALL NEW PUBLIC WATER AND SEWER LINES CONTAINED WITHIN A TOWN OF APEX PUBLIC
UTILITY EASEMENT WILL REQUIRE A WATER DISTRIBUTION EXTENSION PERJVIT AND/OR A
GRAVITY SEWER EXTENSION PERMIT PRIOR TO THE RELEASE OF CONSTRUCTION DRAWINGS.
ALL WATER DISTRIBUTION EXTENSION PERMIT APPLICATIONS SHALL BE ACCOMPANIED BY A
SEALED ENGINEER'S REPORT PER THE TOWN OF APEX WATER SYSTEM MANAGEMENT PLAN
PLEASE CONTACT THE ENGINEERING DIVISION AT 245-3354 TO OBTAIN THESE PERMIT
APPLICATIONS.
8. A PLUMBING PERMIT ISSUED BY THE BUILDING INSPECTION DIVISION IS REQUIRED FOR ALL
PLUMBING SYSTEMS, INCLUDING STORM DRAINAGE SYSTEMS, INSTALLED OUTSIDE THE
PUBLIC RIGHT OF WAY OR A PUBLIC UTILITY EASEMENT. THESE SYSTEMS SHALL BE
INSPECTED AND APPROVED BY THE PLUMBING INSPECTOR PRIOR TO COVERING. CONTACT
RUDY BAKER (515-245-3381) FOR INFORMATION INCLUDING THE UTILIZATION OF A
THIRD-PARTY INSPECTION AGENCY.
9. IT IS THE RESPONSIBILITY OF THE OWNER OR HIS REPRESENTATIVE(S) TO LOCATE AND
IDENTIFY ALL EXISTING AND PROPOSED UTILITIES AND CLEARLY IDENTIFY THEM ON THE
APPROVED PLANS.
I 0. NO PUBLIC OR PRIVATE UTILITY EASEMENTS SHALL BE ALLOWED TO BE COUNTED IN THE
CALCULATIONS FOR BUFFERS, RCA OR REQUIRED LANDSCAPE AREAS.
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• I
0
:s
ri
ｾ＠
::J
UJ
!
I
30' TOA UTILITY
EASEMENT
z
I-
/
_.
ｾ＠
UJ
/
/
---
-.·- - - - .
0
'
!
8" B/0
RAWN
CALE
1"=30'
I 5' TOA ELECTRIC
UTILITY E.ASEMENT
PDC
DATE
DECEMBER I , 20 14
6
R.EVI510N
T"WATER METER
$ RP BACKFLOW
EX. 8"V
\
0
\
\
\
ｾ＠
15
30
GO
5
GRAPHIC SCALE
1218-P