NCC243539_Site Plan or Location Map_20241122

APPROVED FOR 6ONSTRUCTION
DATE:10/17/2024 ' SITE NOTES MAY INSTALL TEMPORARY PERIMETER FENCING AS APPROVED BY ZONING CODE SUMMARY CITY OF CHARLOTTE REQUIREMENTS
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CA THE OWNER.CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL 14.CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED 5
coyPROJE NUMBER:LD ---22,F(\`-/F 1303 ' 1. PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN ARE NECESSARY PERMITS ARE OBTAINED PRIOR TO INSTALLATION OF 1. COORDINATE ALL CURB AND STREET GRADES IN FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS M
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i�\_\_\\\ �� BASED ON 2 SURVEY PREPARED BY ALLEN GEOMATICS,P.C., FENCING. PROJECT NAME: AYRSLEY TOWNHOMES INTERSECTIONS WITH INSPECTOR. PROCESSING FOR PERMIT. FOR INFORMATION CONTACT +d F_
DATED 01 24 2024. CHARLOTTE DEPARTMENT OF TRANSPORTATION
PROJECT ADDRESS:2139 BONNER BRIDGE CT; CHARLOTTE,NC TAX PARCEL: 203-091-54 2, ALL ROAD IMPROVEMENTS AT BONNER BRIDGE CT AND 704-336-4025 OR VISIT > >M
14.CONTRACTOR SHALL RESTORE OFF-SITE CONSTRUCTION AREAS ( ) E
rvO His PIAN aaPR. �Fs rvoT���` n� �J 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING BENCHMARKS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO PIONEER AVE ARE TO BE COORDINATED WITH THE CITY http://www.charmeck.org/Departments/Transportation/ t//N C
ARIA'1�'Ei o lrvro ATlory //-:4LL�a4 3 -s/1�/^ / \J1 AND OTHER REFERENCE POINTS THROUGHOUT THE COMMENCEMENT OF CONSTRUCTION. OWNER MEETING STREET COMPANIES,LLC PHONE# - OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO Street+Maintenance/home.htm tx d' W OD M V
A LOTTE- EN��../c<�ucTION s ^�$77?•�u,1\yryTo CONSTRUCTION PERIOD. CONSTRUCTION. l7 >IN 0L
N',��s.H•L YrvG!�.. �ry oR!Fo OWNER ADDRESS: 19925 JANE GRUMP WAY; CORNELIUS,NC 28031 15.SIDEWALK WITHIN THE CITYS R W THAT REQUIRES U C
M L BURG j �u -A 15.EXISTING IMPROVEMENTS NOT SCHEDULED TO BE DEMOLISHED / t9 Z m
I(.qo y iaeeo.!e�a 5 / 3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR
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PLANNIN RTMENT� E._/S ov oo-! .!`u q OD 3. PRIOR TO BEGINNING CONSTRUCTION,CONTRACTOR SHALL THAT ARE DAMAGED BY THE CONTRACTOR AS A RESULT OF $ /
� : Pu a `oE cg FAMILIARIZE HIMSELF WITH THE SITE,LOCATE ALL EXISTING DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED PLANS PREPARED BY: ORSBORN ENGINEERING GROUP PHONE# [phone] 50.US(9"SIGNS ONLY) STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A /M�Z >uFj n E
,�u %� A&9r� Q UTILITIES,AND REVIEW THE COMPLETENESS OF THE SURVEY. OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK W d' Q F a d J��-MecxLeN NIT/ �oL !off" Lora pCZONING MUDD-0(PER RZ 2005-153) JURISDICTION: CHARLOTTE 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. CLOSURE TO THE EXTENT FEASIBLE.THE DEVELOPER
I� sL4-c.:s 337 oR moae!F N aAL cT CS CONTRACTOR SHALL REPORT TO ENGINEER AND OWNER ANY CONTRACTOR'S EXPENSE.RECORD PRE-CONSTRUCTION VIDEO OR Vila W Z O`
Y AINeD DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND PHOTOGRAPHS TO SHOW NO DAMAGES OCCURRED. SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK �/�W 0,n Q
/ PROPOSED USE: 90 SINGLE FAMILY ATTACHED UNITS WITH LAND FOR SALE 5. IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 Z f
� E,�/ THESE PLANS. K ;
16.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING STONE BASE AND/OR APPLICATION OF A TACK COAT DAYS OF REMOVAL. - O Q d
' 13D 4. CONTRACTOR SHALL REVIEW COMPLETE SET OF PLANS FOR UTILITY POLES.ALL EXISTING FACILITIES WHICH CONFLICT WITH MAXIMUM BUILDING HEIGHT: 47.15 FEET STORIES: 3 MAY BE REQUIRED NEAR INTERSECTIONS. THESE U' Z=
�Q! COORDINATION BETWEEN CIVIL,ARCHITECTURAL,LANDSCAPE, THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST REQUIREMENTS WILL BE ESTABLISHED BY THE 16.RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS 0 Z X U 3
MEP,ETC.AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION. BE RELOCATED AT THE EXPENSE OF THE APPLICANT. BUILDING COVERAGE: 67,270 SQ.FT. GROSS FLOOR AREA: 193,656 SQ.FT. RATIO: N/A INSPECTOR AND BASED ON FIELD CONDITIONS. REQUIRE A R/W LEASE AGREEMENT WHICH WILL W W
INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. J
IY n 5. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL 17.ROADWAY MARKING,STRIPING,SIGNS AND OTHER TRAFFIC LOT SIZE: 4.78 SQ.FT. NUMBER OF BUILDINGS: 20 6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE _ C
CONSTRUCTION ELEMENTS.ANY DISCREPANCIES IN DIMENSIONING CONTROL DEVICES SHALL BE IN ACCORDANCE WITH"MANUAL ON TO GRADE ADJACENT PROPERTIES.WHEN FIELD AGREEMENT MAY BE DIFFERENT FROM THE ONE 1p
Nt-� -A
SHALL BE REPORTED TO THE ENGINEER AND OWNER UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND YARD REQUIREMENTS: REQUIRED BUFFERS: CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION REQUIRED DURING THE LAND DEVELOPMENT PLAN
P�° IMMEDIATELY. HIGHWAYS"(MUTCD)AND SUBSEQUENT REVISIONS AND MUST BE OBTAINED FROM THE AFFECTED PROPERTY REVIEW AND ARE SUBJECT TO REVISIONS.THE REVISED
� ADDENDUMS,AS PUBLISHED BY FHWA,NCDOT,AND CDOT SETBACK(FRONT):14 FT,FROM BOC FRONT: NO/YES_FT. OWNERS. TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART
6. DIMENSIONS ARE TO FACE OF CURB AND FACE OF BUILDING REQUIREMENTS. OF THE LEASE AGREEMENT PROCESS FOR APPROVAL
WESTI/�G i\ UNLESS OTHERWISE SHOWN.REFER TO ARCHITECTURAL PLANS SETBACK(SIDE):14 FT.FROM BOC REAR: �0/YES_FT. 7. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A PRIOR TO START OF R/W CLOSURES.CONTRACTOR
MINIMUM OF 0.5%SLOPE ON THE CURB FOR PUBLIC SHALL CONTACT CDOT AT(704)336-8348.
B)/D O(/SE �� FOR BUILDING DIMENSIONS. 18.BE UNLESS
THERM PLASTIC REDFLECTIVE PAINT A NSTALLEDAPER NCDOT SHALL
SIDE YARD:0 FT 10'SEPARATION REQUIRED SIDE (L): NO/YES_FT. AND PRIVATE STREETS.
CO 7. WHEN DETAILS ARE PROVIDED,CONTRACTOR SHALL CONSTRUCT STD.SPEC.SECTION 1205. 17.CONSTRUCTION STAGING WITHIN CITY R/W LASTING
JOB PER SPECIFIC DETAILS AND NOT BY SCALING FROM THESE REAR YARD: 0 FT.10'SEPARATION REQUIRED SIDE(R): 0/YES_FT. 8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN MORE THAN 30 DAYS REQUIRES A R/W LEASE
Q " PLANS.ALL WRITTEN DIMENSIONS SHALL PREVAIL. 19.UNLESS OTHERWISE INDICATED,PARKING STALLS SHALL BE 4" THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY AGREEMENT.CONTRACTOR SHALL CONTACT CDOT AT
WHITE LINES. REQUIRED SCREENING: THE INSPECTOR. [phone].
8. ALL IMPROVEMENTS AND WORK SHALL BE IN ACCORDANCE WITH
NORTH THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE STATE 20.CONTRACTOR SHALL INSTALL PVC SLEEVES UNDER PAVED AREAS FRONT NO/YES 9. CURB AND GUTTER SHOWN ON PLANS ALONG PIONEER 18.CONTRACTOR SHALL VERIFY THAT ALL REQUIRED
AND LOCAL STANDARDS.IN THE ABSENCE OF SPECIFIC PRODUCT FOR UTILITIES AND IRRIGATION LINES BEING INSTALLED AFTER AVE MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENCROACHMENT PERMITS ARE IN PLACE BEFORE L/) <
SHALL SPECIFICATIONS
TO R CONSTRUCTION
ONST UCTI NCDOT PROCEDURE,CONTRACTOR
PAVING AND IRRIGATION OPERATIONS COMMENCE.
NUMBER OFEACH
H UTILITY REAR NO/YES CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY WORKING IN ANY EASEMENTS AND RIGHT-OF-WAYS. LJJ Z
VICINITY MAPALSO REQUIRE MODIFICATION BASED UPON FIELD CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND z C J
FOR ROADS AND STRUCTURES,AND SHALL SUBMIT THE AND SIZE REQUIRED. CONDITIONS. PROVISIONS OF THE ENCROACHMENT DOCUMENTS. Z
DETAIL/SPECIFICATIONS TO THE ENGINEER FOR APPROVAL. SIDE(L) NO/YES CONTRACTOR SHALL CONTACT BOB STALEY WITH CDOT Q 0
9. IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS ON THESE 21.ALL WALKS AND OTHER PEDESTRIAN AREAS SHALL COMPLY WITH 10.THE PURPOSE OF THE STORM DRAINAGE EASEMENT AT 704-432-1562 PRIOR TO CONSTRUCTION TO OBTAIN J
NOT TO SCALE PLANS,SPECIFICATIONS REFERENCED ON THESE PLANS,DETAILS ADA CODE FOR LONGITUDINAL SLOPE AND CROSS SLOPE SIDE(R) NO/YES (SDE)IS TO PROVIDE STORM WATER CONVEYANCE. THE NECESSARY PERMITS FOR ANY CONSTRUCTION a I U
ON THESE PLANS,AND MANUFACTURERS RECOMMENDATIONS, LONGITUDINAL SLOPES SHALL NOT EXCEED 5%AND CROSS BUILDINGS ARE NOT PERMITTED IN THE EASEMENT ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY.
RESIDENTIAL UNIT SUMMARY THE CONTRACTOR WILL BE HELD TO THE STRICTER SLOPES SHALL NOT EXCEED 2%,UNLESS OTHERWISE NOTED.ADA PARKING ONLY NO/® AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM LU
PROJECT NUMBER OF UNITS SPECIFICATION. PARKING SPACES AND AISLES SHALL NOT EXCEED 2%IN ANY WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO 19.ALL DEVELOPMENT CREATING A TOTAL OF 20,000 F z I
DIRECTION. IMPERVIOUS COVERAGE: 141,197 CD/ACRES PROHIBITED. SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER CC CC
LENNAR TOWNHOMES 104 10.CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND 1978 WILL REQUIRE STORM DRAINAGE DETENTION. N 0 0
FAISON TOWNHOMES 68 PROVISIONS OF THE PROJECT PERMITS AND APPROVALS 22.A SEALED CONTINUOUS EXPANSION JOINT SHALL BE PROVIDED INTERIOR LANDSCAPING: 11. HIGH-DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE J LL O Z
INCLUDING BUT NOT LIMITED TO"APPROVED AS NOTED" BETWEEN BACK OF CURB AND ADJOINING CONCRETE WALKWAY, PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC 20.TREES WITHIN THE STREET RIGHT OF WAY ARE
RYAN TOWNHOMES 116 COMMENTS.CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND WHERE CONCRETE PAVEMENT ABUTS ANY FOUNDATION. REQUIRED: 14.120 SQ.FT. STREET RIGHT-OF-WAY MUST BE APPROVED BY THE PROTECTED BY LAW. A PERMIT IS REQUIRED FROM THE Q Lu
AVENUES TOWNHOMES 96 DISCREPANCIES BETWEEN CONDITIONS/PROVISIONS AND THESE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING CITY ARBORIST AT(704)336-5753 PRIOR TO THE > H
PLANS TO THE ENGINEER AND OWNER. 23.CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING THE PROVIDED: 14120+ SQ.FT. PLACED. BACKFILL MATERIAL MUST BE APPROVED BY REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES CC LJJ I-
GRAMERCY SQUARE APARTMENTS 96 SERVICES OF A QUALIFIED ENGINEER TO COMPLETE THE DESIGN THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE OVER 8"IN DIAMETER AS MEASURED 4.5'ABOVE LLJ J 0
LOFTS 230 11. IF DEPARTURES FROM THESE PLANS OR SPECIFICATIONS ARE OF ALL PROPOSED RETAINING WALLS AND REINFORCED SI OPF4 PARKING DATA: SOLID WASTE: MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. GROUND AND LOCATED WITHIN THE SETBACK ARE > L./) IY
KINGS MANOR SINGLE-FAMILY HOUSES 20 DEEMED NECESSARY BY THE CONTRACTOR,DETAILS OF SUCH SHOWN ON THE DRAWINGS.THE DESIGN OF ALL RETAINING ALL PROPOSED UNITS HAVE PRIVATE PICK-UP.SOLID WASTE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT
DEPARTURES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER WALLS IS TO BE CONDUCTED IN ACCORDANCE WITH THE NORTH AREAS PROVIDED AS PART OF RYAN TOWNHOMES FOR FUTURE 12."AS-BUILT"DRAWINGS AND PLANS OF THE STORM [phone] FOR REQUIRED PERMITS. 0 } _
BROADSTONE APARTMENTS 320 AND OWNER FOR REVIEW.NO DEPARTURES FROM THESE PLANS CAROLINA BUILDING CODE,SECTION 1807.2.DETAILED RETAINING CENTRALIZED TRASH PICK-UP. DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST
OR SPECIFICATIONS SHALL BE MADE WITHOUT EXPRESS WRITTEN WALL AND REINFORCED SI OPF DESIGN DRAWINGS, SEALED BY A BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION 21.CONTACT THE UTILITY COMPANY TO RELOCATE ANY .. Q
PERMISSION FROM THE ENGINEER AND OWNER.APPROVAL OF LICENSED NORTH CAROLINA ENGINEER,SHALL BE SUBMITTED TO AUTOMOBILE: REQUIRED=90 SPACES(1 SP/UNIT) TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN EXISTING UTILITY POLES. ALL EXISTING FACILITIES o
TOTAL 1,312 UNITS SHOP DRAWINGS OR MATERIAL AND PRODUCT DATA SUBMITTALS THE LOCAL PLAN REVIEW AUTHORITY PRIOR TO CONSTRUCTION. PROVIDED= 200(140 GARAGE SP+60 SURFACE) ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE
SHALL NOT CONSTITUTE WRITTEN APPROVAL TO DEVIATE FROM A NORTH CAROLINA LICENSED ENGINEER MUST PERFORM ORDINANCE. SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE <
FINAL AYRSLEY TOTAL 1402<1605 THESE PLANS OR SPECIFICATIONS. CONSTRUCTION OBSERVATION,IF REQUIRED BY THE LOCAL EXPENSE OF THE APPLICANT.
PERMITTING AUTHORITY,VERIFYING IN A SEALED LETTER TO THE BICYCLE: REQUIRED=N/A SITE LIGHTING: 13.PRIOR TO PLAT RECORDATION,OFFSITE R/W AND/OR o
12.PRIOR TO COMMENCING CONSTRUCTION OF ANY OFFSITE LOCAL INSPECTION AUTHORITY THAT THE RETAINING WALLS A� POLE MOUNTED SITE LIGHTING LEASED BY DUKE ENERGY. CONSTRUCTION EASEMENTS ARE REQUIRED TO BE 22.BEFORE YOU DIG STOP. CALL THE NC ONE-CALL
ROADWAY IMPROVEMENTS SHOWN ON THESE PLANS, REINFORCED SI OPES WERE CONSTRUCTED IN ACCORDANCE WITH OBTAINED ACCORDING TO THE GUIDELINES OF THE CENTER AT 1-800-632-4949. IT'S THE LAW.
REFER TO ELECTRICAL PLANS FOR BUILDING MOUNTED LIGHTING.
SITE DEVELOPMENT DATA-PUBLIC ADA CURB RAMPS CONTRACTOR SHALL PERFORM A DETAILED TOPOGRAPHIC SEE APPROVED ENGINEERED DRAWINGS,IN COMPLIANCE WITH "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED o
SURVEY OF THE EXISTING ROAD SURFACE TO VERIFYT ALL SECTION 1807.2 OF THE NORTH CAROLINA BUILDING CODE. R/WTHE CONSTRUCTION LIMITS ARE CLEARLY SHOWN
RP_ASSET ID X COORDINATE Y COORDINATE RAMP TYPE EXISTING ELEVATIONS SHONE ON THE CROSS-SECTIONS. LOADING: REQUIRED=N/A ON THE ROADWAY IMPROVEMENT PLAN.
PROPOSED -80.9325 35.1314' DIRECTIONAL CONTRACTOR SHALL PROVIDE ELEVATIONS AT THE EXISTING
EDGE OF PAVEMENT,EXISTING CENTERLINE,AND PROPOSED OPEN SPACE:
PROPOSED -80.9325 35.1314' DIRECTIONAL CENTERLINE AT EACH STATION SHOWN IN THE CROSS-SECTIONS. URBAN OPEN SPACE: 4.78 ACRES`43,560 SF=208,216 SF
ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER 1 SF/100 SF REQUIRED
AND OWNER FOR REVIEW. 208,216.8 SF/100 SF=2,082.16 SF OPEN SPACE REQUIRED < r-I
3,236 SF OPEN SPACE PROVIDED L~ J M
13.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A COMMON OPEN SPACE: NOT REQUIRED LJJ J O
MANNER SUCH THAT WORKERS,OWNER REPRESENTATIVES,AND PRIVATE OPEN SPACE: NOT REQUIRED D_ 00
THE GENERAL PUBLIC IS PROTECTED FROM HARM.CONTRACTOR USEABLE COMMON OPEN SPACE: NOT REQUIRED - NI
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JACKSON POND DRIVE - - - - JACKSON POND DRIVE > (4 UNITS) ; SUBJECT To PCCO?Y/N NO 4.'
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il _ _-_ 4.78 AC ZUNI usi UDS-A DISTURBED AREA(AC): 5.8 AC y OR,,�
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I � � - - - - - - - - - - - - - - - -�- \ RENT-FAMILv FOR TOTAL DEN-SATE)AREA(AC): 4.78 AC 24 .'(�.iF�:S8:41-04'00'
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�:1� ��'■I' `I■ 1 ��I� EXISTING BUILT-UPON-AREA(SF): 0 SF
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�14 ma. ��• . ,•\\\ EXISTING BUA TO REMAIN(SF): 0 SF
\ in BLDG 6 A ■ - - _• BLDG, 16 �' PROPOSED NEW BUA(SF): 141,19E SF
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mrvwo C uoo, (5 UNITS) (5 UIJITS 5 UHITS 5 UNITS) 5 UNITS) UNITS)S �■ A - : I BUFFER MITIGATION?Y/N NO g g g
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..a __ - _ _ !hu��-.��_- _ - •` _ _ - _ . _ _ _ - i 3a+ -3r, -s- • � i �e E oe DATE: 04/26/2024
m'H 1 3 8'PLANTING STRIP \ GRAPHIC SCALE
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m¢' 2'SIDEWALK EASEMENT ¢ - 20 40 SCALE: 1"=40'
- s'SIDEWALK PIONEER AVENUE OVERHEAD -
0 1/9 CENTERLINE lu eu\, a-
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m 60'Public R/W(MB 43 PG 329) PULE 10 17.5 CENTERLINE IU BOC m 11 DRAWN BY:
28.9'CENTERLINE TO W 14'SETBACK FROM BOC CDOT MAINTAINED,35 MPH REMAIN(TYP.)
'�L 30.3'CENTERLINE TO R/W ( )
7 IN FEET APPROVED BY: 1C0
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY ORSBORN ENGINEERING GROUP,PA SHALL BE WITHOUT LIABILITY TO ORSBORN ENGINEERING GROUP,PA.