SA SA SA SA SA SA W W W W W W W W W W W W W W W SA SA SA SA OH OH VAN VAN SS SS W W FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL Know what's R CURRENT OWNERS: ORANGE COUNTY ABC TONY DUBOIS GENERAL MANAGER 601 VALLEY FORGE ROAD HILLSBOROUGH, NC 27278 919-732-3432 (PHONE) [email protected]PIN: 9863973782 LAND AREA: 1.6 ACRES REFERENCE: DB6179, PG. 333 PROPERTY ADDRESS: OAKDALE VILLAGE SHOPPING CENTER HILLSBOROUGH, NC JURISDICTION: TOWN OF HILLSBOROUGH EXISTING USE: UNDEVELOPED LOT EXISTING ZONING: ESU ADJ. ZONING: ESU & EDD RIVER BASIN: NEUSE WATERSHED: LOWER ENO UNPROTECTED (10-DIGIT CODE: 0302020103) SOILS: Geb, EnB BUILDING SETBACKS: FRONT: 50' PIN: 20' REAR: 20' MAX. BUILDING HEIGHT: 60' PROPOSED BUILDING HEIGHT: 25' BUILDING ROOF: 9,043.32 SF ASPHALT & CONCRETE: 34,858.79 SF PROPOSED IMPERVIOUS SURFACE: 43,902.11 SF = 1.01 AC (63.13%) PARKING NUMBER OF SPACES REQUIRED= ( 1SP/300 SF BLDG @ 7,350 SF)= 25 PROPOSED SPACES= 25 ACCESSIBLE PARKING REQUIRED= 2 INCLUDING 1 VAN ACCESSIBLE PARKING PROPOSED= 2 INCLUDING 2 VAN DISTURBED AREA ON-SITE= 63,407 SF (1.46 AC) OFF-SITE= 1,160 SF ROW= 96 SF TOTAL= 64,663 SF (1.48 AC) UNDISTURBED AREA= 6,256 SF (0.14 AC) PROJECT NO. SHEET NO. DRAWING NAME: 17-0354 ABC STORE 7,350 SF 5 SPACES 5 SPACES 7 SPACES 14' x 60' CONCRETE LOADING DOCK (RAMP DOWN) ROLL CARTS PAD 6 SPACES 8' 8' 8' 18' 26' (TYP.) 9' (TYP.) 5' CONCRETE SIDEWALK FLUSH WITH ASPHALT (TYP.) CONCRETE WHEELSTOP (TYP.) 87' 2-VAN ACCESSIBLE SPACES WITH WHEELSTOPS, ACCESSIBLE SPACE SIGNS & STRIPING (SEE DETAIL) R10' 30' SOUTH CHURTON 31.2' 24" STANDARD CURB & GUTTER (TYP.) EXISTING CONCRETE MONOLITHIC ISLAND, WITH DEPRESSED WALKWAY TO ALIGN WITH STRIPED PEDESTRIAN CROSSWALK. PIPE BOLLARDS (TYP.) 38' TIE NEW CURB & GUTTER TO EXISTING WITH SMOOTH TRANSITION (TYP.) 74.15' SR 1009 (80' WIDE PUBLIC RIGHT OF WAY) SR 1133 (60' WIDE PUBLIC RIGHT OF WAY) 17-0354_S.dwg C-3 SITE & UTILITY PLAN SITE NOTES: 1. SURVEY DATA AND LOCATIONS PROVIDED BY SUMMIT DESIGN & ENGINEERING SERVICES, PLLC, DATED JULY 18, 2016 & FEBRUARY 20, 2018. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HILLSBOROUGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESS TO ADJACENT RESIDENCES, BUSINESSES AND PROPERTIES AT ALL TIMES. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR CONSTRUCTION. 6. ALL ON-SITE PAINT STRIPING SHALL BE HIGHWAY GRADE PAINT (TWO COATS). SITE ACCESSIBILITY NOTES: 1. IF SITE CONDITIONS CONFLICT WITH REQUIRED DIMENSIONS AND/OR SLOPES ON PROPOSED ADA CURB CUTS, RAMPS OR ACCESSIBLE ROUTES, CONTRACTOR MUST CONTACT ENGINEER FOR REMEDY BEFORE INSTALLING THAT SITE ELEMENT. 2. MAXIMUM CROSS-SLOPE AT HANDICAP SPACES AND ACCESS AISLE IS 2% IN ANY DIRECTION. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS-SLOPE OF 2%. 3. ALL CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NC BUILDING, FIRE AND ACCESSIBILITY CODE. 1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND THROUGHOUT THE SITE AS ALLOWED BY LOCAL CODES, UNLESS OTHERWISE SHOWN ON PLANS. 2. ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORM TO THE TOWN OF HILLSBOROUGH STANDARDS AND SPECIFICATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR CONSTRUCTION. 4. PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS, THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL CONTRACTOR TO DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TO CONTACT THE ENGINEER OF RECORD OR PROVIDE ANY OF THE REQUESTED DOCUMENTATION DISCUSSED MAY RESULT IN THE INABILITY OF THE ENGINEER TO CERTIFY THE LINE AND OWNER TO OBTAIN C.O. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, AGENCY OR COMPANY. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND DISTURBANCES WITH EXISTING USERS,THE TOWN OF HILLSBOROUGH AND APPROPRIATE UTILITY COMPANIES SO THAT ANY SERVICE INTERRUPTIONS ARE MINIMAL. 7. UTILITY CONNECTIONS FOR BUILDING PLUMBING LINES SHALL BE COORDINATED BY CONTRACTOR. LOCATIONS, BOTH HORIZONTAL AND VERTICAL, SHALL BE VERIFIED PRIOR TO BEGINNING THEIR CONSTRUCTION. 8. ALL HVAC UNITS SHALL BE ROOF MOUNTED AND SHALL BE SCREENED FROM VIEW BY BUILDING ELEMENTS IN ORDER TO SHIELD FROM SIGHT AT GRADE AND NEARBY PUBLIC RIGHT-OF-WAYS. 9. AN APPROVED ENCROACHMENT AGREEMENT SHALL BE OBTAINED FROM NCDOT PRIOR TO WATER TAP BEING MADE. A COPY OF THIS AGREEMENT SHALL BE KEPT AT THE JOBSITE AT ALL TIMES. TYPICAL DRIVE AISLE/PARKING SECTION NTS VARIES PARKING 26' DRIVE 18' PARKING SLOPE VARIES VARIES SEE GRADING PLAN SEE DETAIL SHEET FOR PAVEMENT SECTIONS & CURB DETAILS WATER VALVE UTILITIES LEGEND: EXIST / PROPOSED FIRE HYDRANT WATER METER FIRE DEPT. CONNECTION (FDC) AIR RELEASE VALVE (ARV) POST INDICATOR VALVE (PIV) PLUG & BLOCK REDUCER MECHANICAL JOINT / BEND EXISTING WATER MAIN PROPOSED WATER MAIN / SERVICE EXISTING GAS MAIN PROPOSED GAS MAIN SANITARY SEWER MANHOLE SEWER CLEAN OUT DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING SEWER MAIN PROPOSED SEWER MAIN / SERVICE EXISTING STORM PIPE PROPOSED STORM PIPE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERGROUND ELECTRIC SS W G JUNCTION BOX UGE 5' 4" PVC SAN. SEWER SERVICE @ 2% (MIN.) HEAVY DUTY C/O LOCATED 75' FROM EXISTING C/O (MAX.) EXISTING 6" SAN. SEWER SERVICE STUB-OUT. CONTRACTOR SHALL VERIFY INVERT ELEVATION PRIOR TO BEGINNING CONSTRUCTION ACC. RAMP (TYP.) TRANSITION CURB FROM 6" TALL TO FLUSH AT EDGE OF SIDEWALK (TYPICAL ALL ISLANDS) R3' WIDTH TO MATCH EXISTING DRIVEWAY TO THE NORTH OF SITE LIMITS ROOF LEADERS (TYP.) RETAINING WALL EACH SIDE OF DOCK (TO BE DESIGNED BY OTHERS) 4x4 TRANS. PAD (2) 4" PVC CONDUITS WITH ENDS MARKED (TYP.) METER SETTER & BOX SHALL BE REMOVED AND REPLACED WITH 2" x 3 4 " REDUCER, 3 4 " COPPER DOMESTIC SERVICE, 5 8 " METER IN STANDARD METER BOX AND 3 4 " DCVA IN HEATED ENCLOSURE. SAWCUT, REMOVE, & REPLACE ASPHALT AS REQUIRED FOR NEW 4" TAP STANDARD 24" CURB & GUTTER (TYPICAL) 8" x 4" TAPPING SLEEVE & VALVE FOR NEW 4" FIRE SERVICE LINE TO RISER ROOM. 4" RPDA WITH HEATED ENCLOSURE SHALL BE INSTALLED BEHIND SIDEWALK AND SCREENED BY LANDSCAPING. (SEE SHEET L1.1.) 5' 20' FDC PAINTED CROSSWALK NON-RESIDENTIAL BUFFER 15' ROLL CARTS PAD (SEE DETAIL SHEET D-1) 30.77' R25' R30' R50' R3' R3' R3' R3' R30' R3' R3' 5' 5' 5' 5' 5' R15' R10' CONDENSING UNIT PAD (REFER TO MEP DRAWINGS) R4' R8' R10' R10' R10' ROOF OVERHANG (TYP.) 32' 23' 2 SPACES 18' 9' 4" RPDA TO BE INSTALLED 5' MINIMUM BEHIND EXISTING SIDEWALK
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CURRENT OWNERS: ORANGE COUNTY ABCTONY DUBOISGENERAL MANAGER601 VALLEY FORGE ROADHILLSBOROUGH, NC 27278919-732-3432 (PHONE)[email protected]
2-VAN ACCESSIBLE SPACES WITHWHEELSTOPS, ACCESSIBLE SPACE
SIGNS & STRIPING (SEE DETAIL)
R10'
30' SOU
TH C
HU
RTO
N
31.2'
24" STANDARD CURB& GUTTER (TYP.)
EXISTING CONCRETE MONOLITHICISLAND, WITH DEPRESSED WALKWAYTO ALIGN WITH STRIPED PEDESTRIANCROSSWALK.
PIPE BOLLARDS(TYP.)
38'
TIE NEW CURB & GUTTERTO EXISTING WITH SMOOTHTRANSITION (TYP.)
74.15'
SR 1009 (80' WIDE PUBLIC RIGHT OF WAY)
SR 1
133
(60'
WID
E PU
BLIC
RIG
HT
OF
WAY
)
17-0354_S.dwg
C-3
SITE
& U
TILI
TY P
LAN
SITE NOTES:1. SURVEY DATA AND LOCATIONS PROVIDED BY SUMMIT DESIGN &
ENGINEERING SERVICES, PLLC, DATED JULY 18, 2016 &FEBRUARY 20, 2018. CONTRACTOR SHALL FIELD VERIFY EXISTINGCONDITIONS BY DETAILED SITE INSPECTION PRIOR TOSUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCIES.
2. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THETOWN OF HILLSBOROUGH AND/OR NCDOT STANDARDS ANDSPECIFICATIONS.
3. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF PAVEMENTUNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESS TOADJACENT RESIDENCES, BUSINESSES AND PROPERTIES AT ALLTIMES.
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSNECESSARY FOR CONSTRUCTION.
6. ALL ON-SITE PAINT STRIPING SHALL BE HIGHWAY GRADE PAINT(TWO COATS).
SITE ACCESSIBILITY NOTES:1. IF SITE CONDITIONS CONFLICT WITH REQUIRED DIMENSIONS
AND/OR SLOPES ON PROPOSED ADA CURB CUTS, RAMPS ORACCESSIBLE ROUTES, CONTRACTOR MUST CONTACT ENGINEERFOR REMEDY BEFORE INSTALLING THAT SITE ELEMENT.
2. MAXIMUM CROSS-SLOPE AT HANDICAP SPACES AND ACCESS AISLEIS 2% IN ANY DIRECTION. ALL SIDEWALKS SHALL HAVE A MAXIMUMCROSS-SLOPE OF 2%.
3. ALL CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTSOF THE NC BUILDING, FIRE AND ACCESSIBILITY CODE.
1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND THROUGHOUT THE SITE
AS ALLOWED BY LOCAL CODES, UNLESS OTHERWISE SHOWN ON PLANS.
2. ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORMTO THE TOWN OF HILLSBOROUGH STANDARDS AND SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARYFOR CONSTRUCTION.
4. PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS,THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERALCONTRACTOR TO DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TOCONTACT THE ENGINEER OF RECORD OR PROVIDE ANY OF THE REQUESTEDDOCUMENTATION DISCUSSED MAY RESULT IN THE INABILITY OF THE ENGINEERTO CERTIFY THE LINE AND OWNER TO OBTAIN C.O.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THELOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH THEAPPROPRIATE UTILITY, AGENCY OR COMPANY.
6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS ANDDISTURBANCES WITH EXISTING USERS,THE TOWN OF HILLSBOROUGH ANDAPPROPRIATE UTILITY COMPANIES SO THAT ANY SERVICE INTERRUPTIONS AREMINIMAL.
7. UTILITY CONNECTIONS FOR BUILDING PLUMBING LINES SHALL BE COORDINATEDBY CONTRACTOR. LOCATIONS, BOTH HORIZONTAL AND VERTICAL, SHALL BEVERIFIED PRIOR TO BEGINNING THEIR CONSTRUCTION.
8. ALL HVAC UNITS SHALL BE ROOF MOUNTED AND SHALL BE SCREENED FROMVIEW BY BUILDING ELEMENTS IN ORDER TO SHIELD FROM SIGHT AT GRADE ANDNEARBY PUBLIC RIGHT-OF-WAYS.
9. AN APPROVED ENCROACHMENT AGREEMENT SHALL BE OBTAINED FROM NCDOTPRIOR TO WATER TAP BEING MADE. A COPY OF THIS AGREEMENT SHALL BE KEPTAT THE JOBSITE AT ALL TIMES.
TYPICAL DRIVE AISLE/PARKING SECTIONNTS
VARIESPARKING 26' DRIVE 18'
PARKINGSLOPE VARIES
VARIES SEEGRADING PLAN
SEE DETAIL SHEET FOR PAVEMENTSECTIONS & CURB DETAILS
TRANSITION CURB FROM6" TALL TO FLUSH ATEDGE OF SIDEWALK(TYPICAL ALL ISLANDS)
R3'
WID
TH TO
MATC
HEXISTIN
G D
RIVEW
AY TOTH
E NO
RTH
OF SITE LIM
ITS
ROOFLEADERS
(TYP.)
RETAINING WALL EACHSIDE OF DOCK (TO BEDESIGNED BY OTHERS)
4x4TRANS.
PAD
(2) 4" PVC CONDUITS WITHENDS MARKED (TYP.)
METER SETTER & BOX SHALL BE REMOVED ANDREPLACED WITH 2" x 3 4" REDUCER, 3 4" COPPER
DOMESTIC SERVICE, 5 8" METER IN STANDARDMETER BOX AND 3 4" DCVA IN HEATED ENCLOSURE.
SAWCUT, REMOVE, &REPLACE ASPHALTAS REQUIRED FORNEW 4" TAP
STANDARD 24" CURB& GUTTER (TYPICAL)
8" x 4" TAPPING SLEEVE & VALVE FOR NEW 4" FIRE SERVICELINE TO RISER ROOM. 4" RPDA WITH HEATED ENCLOSURESHALL BE INSTALLED BEHIND SIDEWALK AND SCREENEDBY LANDSCAPING. (SEE SHEET L1.1.)
5'
20'
FDC
PAINTEDCROSSWALK
NO
N-R
ESIDEN
TIAL
BUFFER
15'
ROLL CARTS PAD(SEE DETAIL SHEET D-1)
30.7
7'
R25'
R30'
R50'
R3'
R3'
R3'
R3'
R30'
R3'
R3'
5'5'
5'5'
5'
R15'
R10'
CONDENSING
UNIT PAD
(REFER TO MEP
DRAWINGS)
R4'
R8'
R10'
R10'R10'
ROOFOVERHANG(TYP.)
32'
23'
2 SP
ACES
18'
9'
4" RPDA TO BE INSTALLED5' MINIMUM BEHIND
EXISTING SIDEWALK
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0.0
0.2
3.3
4.6
3.9
2.4
2.0
1.6
1.5
1.6
1.8
2.0
1.9
1.9
2.1
2.3
4.3
6.2
3.0
1.5
0.4
0.2
0.1
0.1
0.1
0.2
0.7
2.2
2.0
1.7
1.6
1.4
1.3
1.3
1.4
1.5
1.5
1.3
1.4
1.8
2.5
4.3
3.3
0.4
0.1
0.1
0.1
0.0
0.1
0.7
1.2
1.3
1.0
1.1
1.1
1.1
1.0
0.9
0.9
0.9
1.1
1.3
1.5
1.3
0.4
0.2
0.1
0.0
0.1
0.2
0.8
0.9
0.8
0.8
0.9
0.8
0.7
0.6
0.7
0.8
0.9
0.7
0.3
0.1
0.1
0.0
0.0
0.1
0.4
0.7
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.6
0.5
0.2
0.1
0.1
0.0
0.0
0.2
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.1
0.1
0.0
0.0
0.1
0.2
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
Know what's
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PROJECT NO.
SHEET NO.
DRAWING NAME:
17-0354
ABC STORE7,350 SF
1. OWNER WILL MAINTAIN PROPOSED EXTERIOR PARKING LOT LIGHTING AND BUILDING MOUNTED LIGHTS.
FIXTURES WILL BE INSPECTED SEMI-ANNUALLY AND BULBS WILL BE REPLACED AS NEEDED.2. CONTRACTOR SHALL INSTALL PARKING LOT LIGHTING FIXTURES AT 25' HEIGHT AND WALL MOUNTED LIGHTS
AT 14' HEIGHT.3. CONTRACTOR SHALL COORDINATE WITH PME PLANS AND PME ENGINEER FOR ELECTRIC FEED SERVICE
LOCATIONS SO THAT NECESSARY CONDUIT FOR LIGHT POLES CAN BE INSTALLED PRIOR TO PAVINGOPERATIONS.
4. THE LENSES IN THE LIGHT FIXTURES SHALL NOT DROP BELOW THE LIGHT FIXTURE HOUSING.5. EXTERIOR LIGHTS TO OPERATE AS REQUIRED DURING BUSINESS HOURS AND AT NIGHT. PROPOSED BUSINESS
HOURS OF OPERATIONS: 9 A.M. - 9 P.M. MONDAY THROUGH SATURDAY.
PROPOSED RECTANGULAR SHOEBOX AREA LIGHT, MOUNTED ON 25' POLE.PROVIDE 18" DIA. X 48" HGT. CONCRETE PEDESTAL FOR ANY POLES NOTLOCATED IN LANDSCAPE ISLANDS. POLE FOUNDATION AND/OR PEDESTALDESIGN SHALL BE PROVIDED BY LIGHTING SUPPLIER.
8"Ø BASE
30' HEIGHT FROM FINAL GRADE TO TOPOF LIGHTING FIXTURE
45°0'0"'
NOTE:ACTUAL FIELD CONDITIONS WILLIMPACT LIGHTING INTENSITIES ANDFIELD ADJUSTMENTS MAY BENEEDED TO HEAD/LENSE ANGLE ANDWATTAGE TO INCREASE / DECREASELIGHTING LEVELS TO MEET THEREQUIRED INTENSITIES.
PROPOSED LUMINAIRE SCHEDULE
Label Qty File Lumens LLF WattsCatalog Number Description Lamp
4 XLCS-3-LED-HO-CW.ies ABSOLUTE 1.00 143.3XLCS-3-LED-HO-CW LED AREA LIGHT - LSI SLICESMALL (XLSC) - TYPE III - HIGHOUTPUT - 120V
LEDA
B 6 BPL-X-R5R-5G350-30-XX-UNIV.ies ABSOLUTE 1.00 32.7BPL-X-R5R-5G350-30-XX-UNIVGRAY FORMED STEELHOUSING, CLEAR OPTICS LED
C 4 PG_SERIES.ies ABSOLUTE 1.00 7.1PG SERIES OUTDOOR EMERGENCY LIGHT LED
ONE SHADE TREE REQUIRED PER SEVEN REQUIRED PARKING SPACESTREES REQUIRED - 25 SPACES REQUIRED / 7 = 3.6 PROVIDED = 4
5' PLANTING AREA BETWEEN PARKING AND BUILDING FACEUTILITY SCREENING
LANDSCAPE BUFFER REQUIREMENTS
30' SOUTH CHURTON STREET NON-RESIDENITAL BUFFER
STREE TREE REQUIRMENTS
NC 86 AND OAKDALE DR - 519' SIDEWALKSTREET TREES REQUIRED - 519 / 40 = 12.98 TREES PROVIDED =13
LANDSCAPE NOTES
1. All landscaping should be installed and maintained in accordance withthe Town of Hillsborough Unified Development Ordinance and the latestedition of nursery standard by the American Nursery and LandscapeAssociation (ANLA).
2. Call utility locator service prior to any construction on this site.Contractor shall be responsible for confirmation of marked utilities withinthe area or work.
3. Do not change the design without approval from the the Owner and/orcode compliance authority .
4. Areas to be mulched shall use 3" triple shredded hard wood mulch.5. All turf areas shall be seeded with Rebel IV or approved equal tall turf
type fescue.6. No trees or shrubs shall be located within sanitary sewer easement.7. Landscape contractor shall verify plant quantities. If discrepancy exists,
use higher quantity.8. Newly installed trees, shrubs and ground cover shall be guaranteed for
one year.9. Street trees are to be located 10' from back of sidewalk, typ.