HomeMy WebLinkAboutSDP202000020 Plan - Approved Initial Site Plan 2020-05-08OWNERIDEVELOPER:
VALVOLINE INSTANT OIL CHANGE
100 VALVOLINE WAY
LEXINGTON, KY 40509
CONTACT: JASON HUNT
PHONE: (859) 367-7188
EMAIL: JASON HUNT@VALVO Ll NE,COM
ENGINEER:
CESO, INC.
3601 RIGBY RD. SUITE 300
MIAMISBURG, OH 45342
CONTACT: KELLY SCHIMETERMAN
PHONE: (937) 401-3413
ENIAR.: SCHVVIETERtilAN@CESOINC.COM
VALVOLINE INSTANT OIL CHANGE
1100VALVOLINE WAY
LEXINGTON, KY 40509
CONTACT: JOHN CULLEY
PHONE: (859) 221-8641
EMAIL JOHN.CULLEY@VALVOLINE.COM
ARCHITECT:
CE,90, INC,
175 MONTROSE W. AVE SUITE 400
AKRON, OH 44321
CONTACT; HEATH MINYARD
PHONE (479)321-3225
EMAIL: MINYARD@CESOINC.COM
GOVERNING AGENCIES AND UTILITY COMPANIES:
VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY;COUNTY ARE LISTED
BELOW AS AN INITIAL AID TO THE ENGINEER, PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF
THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE
F0!_.I_001ING FORMAT:
SEWER., GAS SERVICE:
ALBEMARLE COUNTY SERVICE CHARLOTTESVILLE GAS
AUTHORITY CONTACT: IRENE PETERSON
168 SPOTINIAP ROAD EMERGENCY: (434) 970-3812
CHARLOTTESVILLE, VA 22911
PHONE: (434) 977-4511
WATER: ELECTRIC:
ALBEMARLE COUNTY SERVICE DOMINION VIRGINIA POWER
AUTHORITY CONTACT: KELVIN PARKER
168 SPOTNAP ROAD EMERGENCY: (434) 972-6738
CHARLOTTESVILLE, VA 22911
PHONE: (434) 977A511
STORMWATER: COMMUNICATIONS:
ALBEMARLE COUNTY SERVICE EMBARO/CENTURYLINK
AUTHORITY CUSTOMER SERVICE: (434) 974-6928
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
PHONE: (434) 977-4511
ZONING:
ALBEMARLE COUNTY ZONING
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
PHONE: (434) 296-5632
1.0 A.- sj'rL9 13
PARCEI OWNER: FIRST GOLD LEAF AND TRUST
TM: 45-111 C
PARCEL ID: 04500-00-00-1111 CO
ADDRESS: CANDIER DRIVE
CHARLOTTESVILLE, VA 22901
PROPERTY AREA: 49,546.90 SO, FT, (1.14 AC.)
ZONING: HIGHWAY COMMERCIAL (FIC)
EXISTING USE: UNDEVELOPED VACANT LOT
PROPOSED USE, MOTOR VEHICLE SERVICE AND MAINTENANCE
FLOODPLAIN' ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD
DISTANCE FROM PROPOSED
INGRESSIEGRESS TO NEAREST APPROXIMATELY 418 FT. ALONG GANDER DR, UENTERLINE
STREET INTERSERCTION
BUILDING SETBACKS
FRONT:
SIDE:
REAR:
PARKING SETBACKS/REQUIREMENTS
REQUIRED
101
01
FRONT: 10,
SIDE: 01
REAR: 01
STALL DIMENSIONS: 10' X 18'
MAXIMUM BUILDING HEIGHT'.
MAXIMUM SQ FT COMMERCIAL USE:
PERCENT & ACREAGE OPEN SPACE:
MAXIMUM IMPERVIOUS COVER:
PARKING CALCULATION:
TOTAL PARKING SPACES:
ADA PARKING SPACES:
PROPOSED
8930'
61.53'- 123.78'
82.50'
14'
27.7' - 22'
3,1.6'
101 x 18,
65, 28.9'
22,533.90 SF (LEASE AREA)
61.3% (0.590 ACRES)
483%
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SHEET LIST TABLE
CIVIL-] DESCRIPTION
C1.0
TITLE
C2,0
EX. CONDITIONS & DEMOLITION PLAN
C3.0
SITE PLAN
C4.0
GRADING PLAN
C5.0
STORM DRAINAGE PLAN
C6.0
UTILITY PLAN
C7.0
CONSTRUCTION -DETAILS
C8.0
PHOTOMETRIC PLAN
L1X
LANDSCAPE PLAN
L2.0
IRRIGATION PLAN
ABUTTING PARCEL MAP
T' = 100'
VICINITY MAP
SITS
U.S. SURVEYOR
4929 RIVERWIND POINTE DRIVE
EVANSVILLE, IN 47715
CONTACT: MICHAEL FELDBUSCH
PHONE: 1-(800)-867-8783 EXT, 208
MFELC)BUSCI-IOUSSURVEYOR.COM
CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE
SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO
VERIFY EXISTING CONDITIONS PRIOR TO BID AND
CONSTRUCTION.
BENCHMARK
ELEVATION* DESCRIPTION
BM #1
4%30'
NW CORNER OF PARCEL B
BM #2
456.52'
SE CORNER OF PARCEL B
"VERTICAL DATUM: MAVD88
APPROVED
by the Albemarle County
Community Development Department
Date-5-8 `2020
File # SQP2020-20
Appkation Type initial Site Plain*
Lead Reviewer: Pat y Sy
"See attached conditions of approval,
'77
FORTY -FIGHT (48) HOURS BEFORE DIGGING IS
TO COMMENGE, THE CONTRACTORS SHALL
NOTIFY THE FOLLOWING AGENCIES: VIRGINIA
ONE CALL AT 811 OR (800) 552-7001 AND ALL
OTHER AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGINIA
ONE CALL.
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DEMOLITION FLAN GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE ALL WORK WITH TH E LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS
LOCATED ON -SITE AND IN THE RIGHT OF WAY.
2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER. LOCAL PROJECT SPECIFICATIONS.
3. IT IS THE CONTRACTORS RESPONSIBILITY TO CALL STATEILOCAL ONE CALL AND CONTACT ALL UTILITY
COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL ANDIOR ABANDONMENT, ALL UTILITIES SHALL BE
REMOVED AND*R RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR
IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORD.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL, ALL TRAFFIC CONTROL MEASURES
SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION
APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS,
DRAINAGE STRUCTURES, UTILITIES, ETC, SUCH THAT TLI E IMPROVEMENTS SHOWN ON THE REMAINING
PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE
MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE
GEOTECHNICAL REPORT. THE CONTRACTOR 13 RESPONSIBLE FOR OBTAININGALL PERMITS REQUIRED FOR.
DEMOLITION AND DISPOSAL.
6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA RFQLI IREMENTS. AT ALL
TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL.
AREAS WHERE FALL PROTECTION IS REQUIRED.
T CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS
SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE
SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND
REPAIR,
8, SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENTJSIDEWALK LIMITS OR TO EXISTING JOINTS.
9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION.
CONTRACTOR SHALL BF RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION,
10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC, TO
WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.
11. EXTENT OF DEMOLITION WORK 15 NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN.
DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE
CONSTRUCTED,
12. ALL POTENTIALLY HAZARDOUSITOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO
DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER.
13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING
FROM THE REMOVAL OPERATION.
14, ALL MATERIALS AND STRUCTURES DESIGNATED AS'TO BE REMOVED' SHALL BE DISPOSED OF OFF SITE
AND AT THE COST OF THE CONTRACTOR.
15. DEAD 'SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY
(UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT.
% ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE
OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GFOTECHNICAL
REPORT,
17. THE CONTRACTOR SHALL STRIP AND REMOVE (OIL STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH
ANY EXCAVATION OR DEMOLITION.
0 CODED NOTES:
1. STRIP GROUND COVER AND TOPSOIL, AS NECESSARY.
2. PROTECT EXISTING CURB TO REMAIN.
3. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN.
4. PROTECT EXISTING UTILITY LINES TO REMAIN.
5. PARKING SPACE TO REMAIN.
LEGEND
EXISTING FEATURES LEGEND
APPLIES TO ALL CIVIL SHEETS
Rlw F
RIGHT OF WAY LINE
PARCEL LINE
--
--__�_ -----
-- SUBJECT PROPERTY BOUNDARY LINE
— EASEMENT LINE
CURB
,W._..._...._
------. EDGE OF PAVEMENT
--
EDGE OF WALK
PAVEMENT MARKINGS
ST ---- -
- -----
STORM SEWER
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SANITARY SEWER
---
--- --
WATER LINE
GAS LINE
- ......
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CATER MIDI -ER
TELEPHONE MANHOLE
HYDRANT
TELECOMMUNICATIONS
PEDESTAL
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FIRE DEPARTMENT
CONNECTION
PROPOSED
REMOVE AND DISPOSE OF EXISTING PAVEMENT,
SIDEWALK, AND BASE MATERIALS
REMOVE AND DISPOSE OF EXISTING CURB
LIMITS OF DISTURBANCE
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FORTY-EIGHT (48) HOURS BEFORE DIGGING 15
TO COMMENCE, THE CONTRACTORS SHALL
NOTIFY THE FOLLOWING ,AGENCIES: VIRGINIA
ONE CALL AT 011 OR (800) 552-7001 AND ALL
OTHER AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGINIA
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VIOC
GANDER DRIVE
0 CODED NOTES:
1, ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS.
2. ADA ACCESSIBLE hRA1IVIP WI`T"H DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS.
3. FLUSH CURB
4. TRANSITION CURB FROM FLUSH: TO FULL HEIGHT IN 10'
5. PROPOSED PAVEMENT MARKINGS.
6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS
7. CONCRETE WALK, PER CONSTRUCTION DETAILS
S. CONCRETE PAVEMENT WITH BLACK COLQRTOP SEALANT, PER CONSTRUCTION DETAILS.
D, PROPOSED MONIUMENT SIGN1, PER SIGNAGE PLAIN
10. DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS.
11. LIGHT POLE BASE, PER UTILITY DETAILS.
12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS.
13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK,
ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO CONUTRUCTiON DETAILS AND ARCHITECTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
14. CONDENSING UNIT, REFER. TO MECHANICAL PLANS.
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FORTY-EIGHT (48) HOURS BEFORE DIGGING IS
TO COMMENCE, THE CONTRACTORS SHALL
NOTIFY THE FOLLOWING AGENCIES: VIRGINIA
ONE CALL AT 811 OR (800) 552-7001 AND ALL
OTHER AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGINIA
ONE CALL.
SITE PLAN GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING
BUT NOT LIMITED TO O,S,H,A, STANDARDS.
2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALSJPFRMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING
DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT,
4. REFER TO CONSTRUCTION DETAILS J GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION).
6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED
PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT,
7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND
CONSTRUCTI ;N, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED,
8. ALL SI A % £�N GE 'SHALL COMPLY WITH THE STATE SU
PPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES,
a. LANE LINEN 6"WHITE
b. PARKING STALLS: 4" WHITE
c. STOP LINE: 24" WHITE
d. CROSSWALKS. TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE.
0. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS
10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE.
11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE
NOTED ON PLANS.
12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION 'SHALL BE REPLACED,
13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED.
14. HANDICAP REQUIREMENTS SHOWN CAN THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVIFLOPMENT SHALL BE IN ACCORDANCE WITH
FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT
ACCESSIBILITY GUIDELINES.
15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH.
16. ALL CURB RADII TO BE 6, UNLESS OTHERWISE !VOTED ON PLAN.
LEGEND
EXISTING
REFER TO EX. CONDITIONS AND DEMOLITION
PLAN SHEET FOR EXISTING FEATURES LEGEND
PROPOSED
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BC-456.24 - BC-456.14 I I � BC-457.14
I BC`_ 456.34
R _
I I I TC=455.68 457.64 457.14 I
TC=456.15 ! I I BC=456.18 457.34
TIC 456,83
BC4.
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BC=456.15 56A3 =455.19 TC=456.F8 457,14
55.93 BC=454.69 .
7C=456.04 BC=456,65 BC=456.18 BC-45fi.48' BC_4r61$
BC=456.04STU MA
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TC=455.07 - - -� _ 45fi.78
TC=456.83 m
BC=454.57
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C TC 456.55 y�5� r
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5W=457.04 456,93
O
_ TC=455,14 __
ter. BC=454.64 456.89 456.78
TC=45&63 4 s.12 -
BC-456.33 1 ? t FF E = 457.04' MMMWINN � i� r �� MMM 1�r �� �� TC=456.93 TC=456.94 456.68 ,
BC-=k:�_�1;� BC-45F.94 �l roil TC=456.94 ITC-456.83 TC=456.74
I = 1 II BC=466.94 BC=45�6.83 BC=456.74
ENLARGED PLAN: SOUTH PARKING AREA � � � ®. �, � � ,�..M �.. OWN ® � �. I .mw
10 =10'
REFER TO EX. CONDITIONS AND !DEMOLITION
PLAN SHEET FOR EXISTING LEGEND ITEMS
11111111117
BUILDING
MAJOR CONTOUR
MINOR CONTOUR
STM
STORM SEWER
C)
CLEAN OUT
u
DOWNSPOUT CONNECTION
MANHOLE
CURBINLET
CATCH BASIN
Fx-xx7x-x,k
FINISHED GRADE ELEVATION
TC=XXX.XX
TOP OF CURB ELEV.
I3C=xxx°xx
BOTTOM OF CURB ELEV,
5W=7(XX`C)f kTOP
OF SIDEWALK ELEVATION
(M.E,)
MATCH EXISTING ELEVATION
TC
TOP OF CURB
BC
BOTTOM OF CURB
_xXX%
SLOPE ARROW
A
GRADE BREAK
v
GRADING PLAN NOTES:
1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE IPJISTANT OIL CHANGE REPRESENTATIVE,
2•. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL Pei UNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF
TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS,
3, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS,
4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.
5. THE CONTRACTOR SFXL COMPACT PIPE BACKFILL IN MAX. 6" LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING
DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GRtOUNDWAT£RAREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION.
6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROOF/FOOTING
DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM,
7, TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
8, MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALUE BOXES,
ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.
9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED,
10, ALL EXISTING TOPOGRAPHICAL FEATURES (SPOTELEVATIONS, CONTOURS, INVERTS, ETC,), CAN HAVE A TOLERANCE DIFFERENCE OF 6 -
DEPENDING ON FIELD CONDITIONS AT
THE TI ME OF THE FIELD SURVEY, CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.
11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED .AREAS, ETC, DISTURBED DURING CONSTRUCTION TO THE
(ORIGINAL CONDITION OR BETTER.
12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF
DISTURBANCE AND NOTES.
14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEFR-
15, THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER,
16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF
CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS
OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BURROW MATERIAL NECESSARY TO COMPLETE THE JOB.
17, ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.
18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE.
19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS,
20, ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS
IN AN APPROVED ADA RAMP.
22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, 3LOPES, ETC,, FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO
CONSTRUCTION.
23. LOCATIONS OF EXISTINGUNDERGROUND T O
LI DEITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS ETC.,
T AND ARE R NOT ASSUMED TO BE ACCURATE,O d
PRI R T ANY
CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED:/ UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC, OF EXISTING UNDERGROUND
UTILITIES, AND CONFIRM NEW UTILITY LIMES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR
DISCREPANCIES,
Dig With
FORTY-EIGHT (48) HOURS BEFORE DIGGING IS
TO COMMENCE, THE CONTRACTORS SHALL
NOTIFY THE FOLLOWING AGENCIES. VIRGINIA
ONE CALL AT 811 OR (800) 552-7001 AND ALL
OTHER AGENCIES 'WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGINIA
ONE CALL.
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ZACHARY DAVID
FRESHNER
Liu. No. 04020607B5
4�
P-nlectNo 757280
280
Scale AS NOTED
orewn � NET
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Date _ 03.06_20
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GRADING PLAN
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PARCEL#04500- 0-00-111A0
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CODED NOTES:
oat
3 -. / , J 1. 2" FORCE LINE. SEE PLUMBING PLANS
~'.�
2. WYE CONNECTION
14
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14.03'-12" STM 1.00% -
TOC=4 £i.94 1 + - _ 3. 6" 9DOVVNSPOUT' PIPE
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STORM WATER MANAGEMENT FACILITY
�` e``-�_ � UNDERGROUND� � � fir.]
DETENTION ADS STORMTECH C-740 UNDERGROUND DETENTION CHAMBERS
•y'� ' $ / SYSTEM �'/,�Afj STORAGE VOLUME T 1,872 CF
s
PROPOSED UNDERGROUND DETENTION SYSTEM RELEASES TO EXISTING BIO-FILTER AND SHALL ACCOMMODATE
7 _ t
STORMWATER MANAGEMENT REQUIREMENTS PER THE APPROVED WPO FLAN FOR NORTHTOWN PHASE I I -A DATED
03110013 AND AMENDED 0911312013.
H.
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FII:2Sr wLp LEAF LAND TI ALLOWABLE Ih1PERVIOUS OER DRAINAGE TO BIG -FILTER - 7,81 a SF
6 IMPERVIOUS �! PROPOSED IM ERVI US COVER DRAINAGE TO BIG -FILTER = 15 63'4 5F
��`_`�.._��, � �_. � � � ,�. .. �TEN(�IrLL WOOD, TRU�, ,
RK 4659, PG 32 UNDERGROUND DETENTION SYSTEM PROVIDES FOR STORM WATER MANAGEMENT REQUIRMENTS FOR ADDITIONAL
PAI G ELJJ 04505-00-{ 0 -1 IMPERVIOUS
WPO PLAN SHALL DETAIL STORMINATER MANAGEMENT DESIGN
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TYPICAL ADS UNDERGROUND STORAGE DETAIL,
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STORM SEVER NOTES:
1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET,
__- DISTANCE 1,o� SO AS TO PROVIDE A WATERTIGHT SEAL.
LiBJE �3�I�ING ..
l 1 Rt FI .3 . 1911 E 1&56' '
L2 m IT 3C 35' i•U" E 18 55` �, F ; „� 2. ALL STORM SEVIER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 INATERTIGHT PIPE CONFORMING TO ASTM
L3(Fi f 24.44'1 BL E1 '!' __ ; �� SPECIFICATION D3034, UNLESS DENOTE[ OTHERWISE ON PLANS.
3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINI4111VGAND NON -CORROSIVE GROUT.
STORM SEWER STRUCTURE SCHEDULE
NO.
STRUCTURE
GRATE
INVERT
VDOT WATER
450.15 (1Z) NE
1
QUALITY BMP
454'32
450.05 (17) SW
OUTLET CONTROL
2
STRUCTURE
455.69
460.50 (12") SW
WEIRELEV= 45100'
6" ORIFICE - 449.50'
450.74 (12") NW
3
CURB INLET
456,20
452.0±(2` FL) SIN
450.64 (12") S
452.0±(2" FL) S451.51(12")
4
CATCHBASIN
455.58
SE
450.68 (12"j SW
5
MANHOLE
455.99
450,6E (1,2") NW
451.07 (12"} SW
6
CURB INLET
455.06
450.97 (12") NE
7
CATCH BASIN
454.43
451.32 (12") NE
MANHOLE W) SUMP
€4•I IN, BEE PLOWING
8
(SEE SHEETS P-1 & P-3
457.06
DRAWINGS
FOR DETAILS)
IZ FORCE LINE} OUr
MANHOLE WI SUMP
(4) IN •.SEE PLUP°iBtPlG
9
(SEE SHEETS P-1 & P-3
456.93
DRAWINGS
FOR DETAI LS)
I2- FORCE LIN E} OUT
4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE {VOTED:
REINFORCED CONCRETE 'PIPE (RCP)(PER ASTM C-76 CLASS IV)
POLYVINYL CHLORIDE (PVC SDR 35)
HIGH DENSITY POLYETHYLENE PIPE (HDPE)
5. ALL STORM STRUCTURES SMALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.
7. ALL (MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING
COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3"ABOVE FINISH GRADE.
S. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED,
9, EXISTING, DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED
OUT TO REMOVE ALL SILT AND DEBRIS.
% I F ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS (NECESSARY TO RETURN IT TO EXISTING
CONDITIONS OR BETTER,
LEGEND
EXISTING
REFER TO EX. CONDITIONS AND DEMOLITION
PLAN SHEET FOR EXISTING LEGEND ITEMS
PROPOSED
BUILDING
320 ` .- ---.,
MAJOR CONTOUR
22 s, -
MINOR CONTOUR
STORM SEWER
STM
FORCE LINE
FM
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CLEAN OUT
u
DOWNSPOUT CONNECTION
MANHOLE
CURB INLET
CATCH BASIN
'''-M►
FLOW ARROW
I
SEWER FLOW DIRECTION
f A'�
FORTY-EIGHT (48) HOURS BEFORE DIGGING I
TO COMMENCE, THE CONTRACTORS SHALL
NOTIFY 'THE FOLLOWING AGENCIES: VIRGINIA
ONE CALL AT 811 OR (800) 562-7001 AND ALL
OTHER AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGJNIA
ONE CALL,
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Lic. No. +0402060785
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AS NOTED -
NET
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Date _ 03.06.20
Drawing Title -
STORM DRAINAGE PLAN
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SANITARY SEWER STRICTURE SCHEDULE
NO.
STRUCTURE
RIM
INVERT
451.54 (6") NW451.54
51
SANITARY CLEANOUT
456,94
(6') SE
52
SANITARY CLEANOUT
45671
451 A (6") 5W
451,12 (W) NE
S3
SANITARY CLEANOUT
455.72
451.12 (6") NW
450..22 (6"} SE
S
SANITARY CLEANOUT
4$4.'19
7GXxxx (6'") SW
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UTILITY CROSSING SCHEDULE
NO.
JTILTY
ELEVATIONS
UIFF..
A
6" DS
B1PIPE = 454.67
3.36
12" STM
TIPIPE = 451.31
B
6" DS
BIPIPE = 454.94
3.13
6" SAID
TYPIPE = 461.81
C
GAS
B/PIPE = 453.03
2.05
12" ST3 ,
_
TIPIPE = 450,98
LEGEND
EXISTING
REFER TO EX. CONDITIONS AND DEMOLITION
PLAN SHEET FOR EXISTING LEGEND ITEMS
PROPOSED
BUILDING
r
STM
STORM SEINER
SAN - - -
SANITARY SEWER
w - -
DOMESTIC WATER SERVICE
0 - -
GAS SERVICE
UGE
UNDERGROUND ELEC. LINE
UGT
VNDERGROUND TEL. LINE
FPA
FORCE MAIN
co
o
CLEAN OUT
0
METER
wl
WATER METER
Fl
ELECTRIC TRANSFORMER
G
SANITARY SEWER STRUCTURE
GENERAL UTILITY NOTES:
1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS,
2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS-RU ILT PLANS, AND LOCAL UTILITY COMPANY RECORDS, IT
SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION.
NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE.
3, CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN
(I.E. TAPPING, INSPECTION, ETC.).
4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING? TO ANY EXISTING LINE.
6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROISSING ,18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF
PIPE.)
7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILUNG,
6. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS.
9. DRAWINGS DO NOT PURPORT TO ,SHOW ALL EXISTING UTuLITIE , EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATIOON OF THE WATER
,AND SEWER LINES.
11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION.
•12, ALL NECESSARY INSPECTIONS AND10R CERTIFICATIONS REQUIRED BY CODES AN DIOR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED
BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TOO INCLUDE SANITARY SEWER
LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE,
15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING
JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INSICONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.
1 b. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES.
WATER NOTES;
1. WATER SERVICE MATERIAL LARGER THAN 2" SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI
A21.51 (AWWA C1.51) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR
WATER OR OTHER LIQUIDS AND ANSI A,21.50 (AWWA C150) THICKNESS DF=SIGN OF IRON PIPE. ALL SERVICE
LINES 2" OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO
HAVE MINIMUM COWER OF 60" COVER.
2. ALL FITT INGaS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS
SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT
MORTAR LINED IN ACCORDANCE WITH AWWA C144. ALL BOLTS AND NUTS SHALL BE COR-TEN.
3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4' OR AS REFERRED BY AHS
4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE
PIPE OWN BOTH SIDE'S OF THE METER. SUCH VALVES SHALL BE FQUAL IN QUALITY TO THE SERVICE COCK,
SANITARY SEWER NOTES:
1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFOWAING TO ASTM SPECIFICATION D3034 WITH
3f41N STONE BEDDING,
2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PRE11JUM GASKETED JOINTS MEETING THE
REQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS,
STORM SEWER NOTES:
1, SEE GRADING PLAN FOR STORM SEVER NOTES.
0 CODED NOTES:
1. ELECTRIC SERVICE, CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION
2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
3. 1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS, CONTRACTOR
TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION,
4. PROPOSED 'I" WATER METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL
PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS,
5. PROPOSED IRRIGATION METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL
PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS,
6. GAS SERVICE. CONTRACTOR TO COORDINATE WITH CAS COMPANY FOR CONNECTION.
7. 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL
SERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY
EXISTING INVERTS BEFORE STARTING INSTALLATION.
va $�.com
FORTY-EIGHT (48) HOURS BEFORE DIGGING 15
TO COMMENCE, THE CONTRACTORS SHALL
NOTIFY THE FOLLOWING AGENCIES: VIRGINIA
ONE CALL AT 8'11 OR (800) 552-; 00-1 AND ALL
OTHER AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGINIA
ONE CALL.
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C: 2020 CESO, INC
ell,
a
ZACHARY DAVID
F RESIINI R
Lic. Na. 04.02060785
YO ,
Pr*ct Na." --- 757280
Scala AS NOTED
Dram BAB
ChscIed M1 TJV
Date 03,06-20
Drawlrg Tile
Drawing No.
L
C .'U
1.6'ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.6 TROWELED JOINT
(REFER TO GECTECH REPORT)
CONCRETE SIDEWALK TOPSOIL
6' CONCRETE PAVEMENT, 4,000 PSI 2 .7 ASPHALT BINDER COURSE, 5 ECTI ON 315, TYPE I M -19. 0 PAVEMENT -PAVEMENT SEALER (MIN 4- WIDE) TSEALIER 4" WIDE
+ F 6X6 - VV5.4XW5A (R FER TO GEOTECH REPORT)
4. 10PERFOOT
C;OMPACTED AGGREGATE BASE COMPACTED AGGREGATE BASE, SECTION 309, TYPE I SIZE 21A
BITUMINOUS CONCRETE
E
(REFER TO GEOTECH REPORT) (REFER TO GEOTECH Rz:PORT) BITUMINOUS CONCRETE
WEARING COURSE WEARING COURSE
X X kr
COMPACTED SUBGRADE x
COMPACTED SUBGRADE
(REFER TO GEOTECH REPORT) :c 41 7
BITUMINOUS CONCRETE
(REFER TO GEOTECH REPORT) -777,,
y.
7
EXISTING SUBGRAIDE
EXISTING SUBGRADE
BINDER COURSE
-7-1 #3 REBARS, N,
BITUMINOUS CONCRETE COMPACTED SUBBASE
CAST IN PLACE
6 x 6 x W1.2 x W1.2 WVVM
BINDER COURSE
�74 CONCRETE CURB
-7 7
NwIff.418:11 said@. go L
CON;1PACTED SUB13ASE c
COMPACTED SUBGRADE
CIX�IPACTED SUBGRADE C) aCONCIRETEPAVEMENT SECTION ASPHALT PAVEMENT SECTION COMPACTED SUBBASE
NTS NTS #3REBARS- NOTE:
CONCRETE CURB
1. ALL CONCRETE CURBS TO RE PC 4DD0 P.S.I. CONCRETE AT 28 DAYS,
NOTE' NOTE:
1- ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION)RECOMMENDATIONS PREPARED FOR THIS PROJECT. 1. ALL CONCRETE CURBS TO BE PC 4000 P-5.1. CONCRETE AT 28 DAYS Z CURB EXPANSON JOINT SPACING IS 10'-ir NMIll FILL WITH 2" PREFORMED EXPANSION JOINT
RECESSED ,3 INCH BELOW70P OF CURB.
18" DIMAETER CONCRETE 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANWN JOINT SPACIW3
2, ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS.
FOOTING 3. MAXIN1UMhEtGHT OF CURB 70 PAVING IS 6",
V-0" UNO
INTEGRAL CURB & SIDEWALK DETAIL STRAIGHT CURB DETAIL
NTS NTS
EXPANSION JOINTS 20'4' oc. MAXIMUM
6" GALVANIZED STEEL PIPE
4 - SPACES @ 6-0" ❑uc. OR AS DIRECTED OR SHOWN ON THE SITE ?LAN FILLED W1 CONC. - SMOOTH SIGN A
T
SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN TROWEL CROWN TOP GALVAN IZED NUTS NOTES:
1 PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT
TROWELLED OR SAWN JOINT(TYP.) SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH
6" GALVANIZED STEEL PIPE SIGN B ADJACENT CONIC RETE SURFACE.
A A PAINTED PER PAINT SCHEDULE METAL SIGN POST 2. SEAL JOINTS WITK AN APPROVED SEAUNG MATERIAL-
E2
to to CL 4" STEEL PIPE BOLLARD FILLED WITH 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BLOOMING TRANSVERSE
GROWN FOOTING - 11 SLOPE
TO THE SLOPE OFTHE FW*. EXTEND TEXTURE THE FVI_I_ WIDTH AND LENGTH OF THE
NON SHRINK GROUT (WHEN IN
CURB RAMP INCLUDING FLARED SIDE PAMPS,
Lu FRONT OF PARKING SPACE) PANTED
112"EXPANSION JOINT 112'EXPANSION JOINT
X 14" REBAR ANCHORS, TRAFFIC YELLOW 4, CURB RAMP AND SIDE FLARE LE NGTHS ARF VARIABLE AND BASED ON CURB HEIGHT AND
THE SIDEWALK PITCH. SEE TABLE A J-WC-207 FOR TYPICAL RAMP DIMENMNS,
LAWN OR PLANTING IF SKOWN ON SITE PLAN THROUGH PIPE BOTH WAYS SLOPE CONCRETE AWAY
FROM POST 5� WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RmP AND
_4i T-O" j FLARE SIDES TO ADJOINING SURFACES WITK A GRADUAL CURVE RATHER THAN AN ABRUPTSIDEWALK rINISHED GRADE ANGLE.
CURB OR GUTTER LINE 24' DIA.
CONCRETE PIER.
6, ALL CONCRETE CURBS AND SIDEWALKS TO BE4000P.S,I. CONCRETE
R=1181 PLAN VIEW LL_
x 14" REBAR ANCHORS
THROUGH PIPE BOTH WAYS
41'CONCRETE (4,000 PSI.) 12" DIA CONCRETE FOOTING
18
DIA. I STL, B OT70M
-TROWELLED OR SAWN JOINT 6"X6" WI.2xWI.2VVWF
COMPACTED SUBSOIL J
SIDEWALK AREA
4"10 EXPANSION JOINT WITH
SEALANT BOLLARD DETAIL
NTS
77
4" 4' MINIMUM COMPACTED GRAVEL BASE ry
COMPACTED SUBGRADE TO 95% Pprqpvpn VIOLATORS
Ln
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CIO
w
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w
w
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SECTION A A MAXIMUM DRY DENSITY PER it USE ONLY WHEN SPACE LIMITATIONS PROH [BIT THE caNsTR u c-nQN
SEALANT ASTM 01557 PARKINUBJEc
OF 1 : 12 OR FLATTER SLOPE$.
G S
TO FINE CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE
PLAN CURB
TOP OF CURS AND TOWING
PER
TABLE A
SEALANT
PER
WOOD OR
NOTE:
FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS GUTTER LINE MIN. FINE $50 <
TO BE 4000 P.S.I. CONCRETE
MAX, FINE $200 l
EXPANSION JOINT (D >
k%
BOTTOM OF CURB
rT
CONCRETE SIDEWDEPRESSED ALK DETAIL CURB TAPER E Q
NTS NTS CURB >
co
HANDICAPPED PARKING SIGNAGE DETAIL 0 LLJ
NTS
Z 0
HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE
NTS
U)
20, LONO
2!
7 ra` 96 REINFORCING M
........... .......
TOP OF a
z w
>
T ANCHOR PIN 20'OF 4" DIA_ PERFORATED
PE PIPE PLACED JUST 0
BELOW ROAD BASE NOTE! G.C. TO VERIFY FINAL PVC > m
OUTLET LOCATION WITH VIOL <
LEGEND: CONSTRUCTION MANAGER > w
#4 REINFORGINQ RARS
14" IS THE NQfV4A1_ SETUACK DISTANCE FROM A PAVEMENT
Enrage" z
LOCATE AT EDGE OF PARKING EDGE. TV SERVICE BELL <
SPACE UNLESS ACCOMPANIED IN AREMOVED AND RESET OPERATION, THE BLOCKWOULV
loll0
BY'VAN" LETTERING Go ON
NEW OR RESURFACED PAVEMENT. HOWEVER. IT MhY BE
NECESSARY FOP, EXTERIOR FINISHES FASTENED TIGHT TO 'C' 2' 020 CESO, INC
REFER TO 'NALL SECTIONIELEVATIONS SERVICE BELL HOSE
ADA PARKING SYMBOL DETAIL PLAN ON SOME PROJECTS TO PLACE NEVV BLOCKS ON EXISTING WALL AS REQUIRED
PAVEMENT.
NTS
HOLO MR #6 ENSURE MAXIMUM CONCRETE 3.00'
REINFORCiNGaAR (ANCHOR PIN)
COVERAGE OVER PVC SLEEVE
MIN- 3" a4 kL �QTHIQLS) Z A, EXTENDONEEP SLEEVE
3' Llj THRU CONC. TOPPING AND ZACHARY DAVID
(2) U-SHAPED BIKE RACKS
I el� #4 REINFORCING BARS PP.) SLEEVE AND HOSE TO OUTLET ABOVE FRESti(NER
1 r PAVEMENT ASPHALT PAVEMENTPACK OPENING TURN UP INSIDE FACE OF Lic. No. 04020607RS
.
FKSTINGPAVENIENT FILTER FABRIC WITH -::z)NITH SEALANT WALL AS REO'D. e6
-TWO T-VLONG RESURFACIING vp 1)
#4RE1NFQRCVGWS 2" 8` MIN, OVERLAP.
A.'
ROADWAY BASE UNDER PAVEMENT MATERIAL
AND COMPACTION PER SPECIFICATIONS.
SECTION
ELEVATION 757280
Scale
----------- 1112" DIAM. PVC
4!'DIA. PERFORATED POLYETHELIENE ------------------ AS NOTED
NOTES� I - _= SLEEVETO REST ON
14-2�6' 2 PIPE Draw BAB
TOP OF PREFAB CONC.
7 1. ALL MATERIALS USED TO MANUFAC71-1 RE TH F CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE MIN, CLEAN #57 AND COMPACTION PER COT Checked PLANKS .-Tiv
WITH CMS 604.
AND LOCAL SPECIFICATIONS Date
03.06-20
2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. Drawhg ltle
jr AL I f`1 A. j A_ I
3- ALL #4 REINFORCING BARS SHALL BE EPDXY COATED AS PER CUS 509.
A"'J TYR
r
4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 24" MIN.
CONSTRUCTION DETAILS
5PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, Ef\CH AND INCLUDES SERVICE BELL DETAIL
U-SHAPED BIKE RACK DETAIL REINFORCING STEEL AND ANCHOR PINS NTS
NTS FINGER DRAIN DETAIL
BUMPER BLOCK DETAIL
NTS
NTS No.
CTO
CURB RAMP DIMENSIONS MENSIONS NEW CONSTRUCTION
RISE OF
MAX. RAMP
NOMINAL RAMP
SIDE FLARE
SIDE FLARE
RAMP
SLOPE
LENGTH
DIMENSION AT
DIMENSION AT
(1:12)
CURB (I :10)
2.5
CURB (1 .12)
3:
1:12
3.0 Fr.
3,0 FT.
4
1:12
4.0 FT.
3.3 FT.
4.0 FT.
5.
1:12
5-0 FL
4.2 Fr.
5.0 FT.
61
1:12
B. 0 FT.
5. D FT.
6.0 Ft
71'
1:12
7.0 FT.
6.8 Fr,
7.0 FT.
8.
1:12
8.0 FT.
6.7 FT.
8,0 FT.
V.
1:12
9.0 FT,
7.5 FT,
9.0 Fr.
loll
1:12
10.0 FT.
8.4 FT,
1E0 FT,
lill
I : 12
1tofT,
9.2 FT.
11.0 Fr.
12"
1 1:12
1 120 FT-
1 0,D FT.
1210 FT.
CURB RAMP DIMENSIONS EXISTING CONDITM
MAX. RISE
MAX RAMP
NOMINAL RAA1P
SIDE FLARE
SIDE FLARE
OF RAMP
SLOPE
LENGTH
DIM ENS [ON AT
DIMENSION AT
CURB (11: 10)
CURB (1: 12)
2.0 FT.
2Z FT
10 FT,
1:8
4"
110
3.3 FT,
33 FT-
4.D FT.
511
1:10
4,2 Ft
4.2 FT.
5.0 FT
61
1 0
5.Q FT,
5.0 FT.
6.IJ FT,
4
IV
Li
Li
I=
C11 0 2p 40
GRAPHIC SCALE (IN FEET)
Uj
z
rU
LU
i.1 1.2 1.1
OVERALL PARCEL BOUNDARY
if
6 2- 0 2.0 1. 9 -1.4 Q.
9
PROPOSED VALVOLINE
GROUND LEASE -LINE
U.5
1) -2 3 0.9
.8 1.6 2 5 2. 115 1.2 2.3 1,3
0 '2 . 2 1 2 0 .8
DI C4 1 4 1. 1.6 6 1.4 I'l
INK 20
EWNB
b.9 1.9 2.1 2,0 2 /1 MH: 10 0.9 1-0 6.5 2
0 1,6 -9 .1 2. 4 VIGC 5.5 .3 1 0.8
GANDER DRIVE
A 2,080 SF; H 28'-11" 2
1.0 1.7 2.5 �2 6 2.8 1,9 1.5 1.2 0.3 0.6
'A - / 7 v4w�- A
2 2.5 �.2 �.l i.7 1.6 1 2 b.8
Ar
EINNE - -
EWNR hTH: 10
0.2 b.6 1 1 2.4 2.1 2.4 2,5 1.6 0.8
D
%
0.5 0 2.3 15 .3 2 7 2.4 3.1 2 8 1.6
lJ
3.13 .7 8 J 4.3 1.3
0 5 4 2. 6 2.3 4.5
SD2-BS
MR: 2D
n_5 1,15 2.4 4 6- -2.4
PROPOSED VALVOLINE
GROUND LEASE -LIME 2.0
ti
0 J
0
OVERALL PARCEL BOUNDARY 0
.0
S
.0
Calculation Summary
Label
CaIcType
Unb
Avg
Max Min
Horiz Spill @ Prop Line
Illuminance
Fc
OA4
0.9 I 0.0
Pavement Area
Illuminance
Fc
1.88
.8 0.2
di�devvalk Ar-e-a
Illuminance
Fc
3-11
Lurninalre Schedule
Symbol Qty La I
4 EVVNB
L DIC4
I SC5
P1 I I T_SD2jS___
SINGLE
BACK -BACK
SINGLE
SINGLE
I Total Lamp Lumens
N.A.
N.A.
N.A.
NA.
mayjmln-.--
N,.K-
NOTE.
THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL
PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT
EXCEED 0,6 F.C. WHEN ADJACENT TO A PUBLIC ROAD_
THIS REQUIREMENT IS MET, AS SHOWN -
AvgI1Min
N.A.-
9.40
34.00
633
3.73
POLE MOUNTED FIXTURES AT HEIGHT OF 2OFT ABOVE FINISHED GRADE
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FORTY-EIGHT (48) HOURS BEFORE DIGGING IS - ... 1 -1 :
TO COMMENCE, THE CONTRACTORS SHALL
NOTIFY THE FOLLOWING AGENCIES: VfRGftA
ONE CALL AT 811 OR (800) 552-7001 AND ALL
OTHER AGENCIES WHICH MIGHT HAVE Did wt &,
UNDERGROUND UTILITIES INVOLVING THIS
PROJECT AND ARE NONMEMBERS OF VIRGINIA
ONE CALL.
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C 2U-2; CESO, INC
ZACIIARY DAVID
F_RESHINER
Ll(,-. No. 0402060785
�01'�AL
Project NO
Sale
Ellawrl
Checked
DE0
Drawing, TNe
757280
AS NOTED
BAB
TJV
03.06.20
PHarOMETRIC PLAN
C8.0
FLANT VATEKIAL5 L15T
CANOFY COVERAGff DATA`-
r-
MINIMkUM Rft GANDPY LOT AREA
CITY. PLAINT NAMff I.N5TALLED 5tZE COVERAGE COVERAGE TOTAL
LARGE CANOPY TREES
3 LOCU5T - Gledltsia tnz;cgnthos" lnorrni5 5kyJtne' 2" cal. BlEk G' Clear Trunk 314 942
314 25G
IE
MEDIUM CANOPY TREE
5 WHITE FRINGE TREE - Ghtananthu5 vginicu5* 2" cal. 13113 254 1 1 270
UiNDERSTORY TREES
3 (DOWNY 5EF'�V'CEDfRRY - Amelarichler arbcjre. ' T�.. G' ht. 13l13
EVERGREEN TREES
NELLIE R. 5TEVEN5 HOLI Y - flex x 'Nellie R. 5teven5' 2" 1. 5/b
SCREENING SHRUBS
GLO55Y ABELIA - Abeiia x yan.dJ10rLL' .30" ht. 5/[3 or Cont.
I DWARF YAUPON J10LLY - Ilex vornitorla '5toke'5 Dwar-F 24" ht. BiB or cant.
17 RUBY 5LfFPER-5 HYDRANGEA - HycAranIea cjuercifoIo* 'Ruby 511ppers' 24" ht. 13J5 or Cont.
6 BLACK CHOKEBER?Y - Aroma melanccar-pa{ 'Autumn Ma cyc 24" ht. 5/5 or. Cont.
MEDII~JM/L0VV SHRUBS
13 INK3ERRY MOLLY - flex 1 8" ht. cont- —
12 NEON 5PLA5N 51'[REA - 5plreq bumaida 'Neon Splash' 15" ht. cunt.
g LITTLE PRINGE55 5P1'P.,PA - 5piroca japonica 'Lit:tle f rinCe55' 16" 5pd. Cont.
PERENNIALS
15 PARDON ME DAYLLIE5 -- Hernerocalh5 x l ardor Me'
11 5T ELLA D'ORO DAYLILIE5 - Hemeroca1115 x 'Stella d'Qrd
24 BLACK-rYE0 5'J5AN - RudbechF1 hirta,
* Denotes Virginia Native Plants
# I cont.
# I Cont.
# 1 Cont.
;500 1 �; 00
200
GOO
200
k 000
TOTAL
S,GG15
r �A
l l 1 f o 5" OAK. / I
+ E 15TII�IG (4) STPE TSCAI't: TREE5 (4) Ek15TING `�. R1ffT5CArE TPEE5
Str'eet5cape t;ree5 reopi, e ! I }r SeCtjor� 1 J f _,� r, r` : -
34-870 may be counted toward tree cover ti `{ 17} I I I C�;`5U5A1*1 4
r UrT'e,ment!3. r
+ EfX15TIN0 (5) EVERGREEN TREE5
TKEff CANOFY 51Tli COVE ACE CALCUL.ATIC)N5
51TE AREA = 2 2,534 5F
Minus 5w1d1ng Area 2,070
Minus Entry Drive Area 4,.200
ADJUSTED NET 51TE AREA: 1 G,255 5F 10% OF A0JU5TE0 AREA
1 ,G2G 5F REQUIRED
PROVIDED TREE CANOPY : 5,GG8 5F A5 511OWN
GENERAL LAND AFT KEQUe T1VlENT
I . ALL PLANT MATERIALS 5HALL bE NUR5fRY GKOINN AND 5HALL raE PLANTED ;iti
ACCORDANCE WITH fl-1E LANDSCAPE �P>=CIFICATION'S ADCDP'rED JOINTLY Ei1'�'rHE
I -
r
V1R{�INIA :'"JUR�ERYIv1_N 5 A55OC;'Ai'IOII, THE VIRGINiA SR7CIEfY 01' LANDS1..APE
E I NE AND T I Nl H 1
D 5 G R5 [ l�I= V RGI A C A,f T r THE AMEN#CAfwlf 50C t�"`� F
O
AND A E AR IT
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2. I A rT F P 1'
D M f�KS CD Nr MATE <IALS A5 DRAWN ARE R.EPRE: E:NT TIVE F P hT L.A ,� A Q LA 1 5
AT R ,NEAR M A 0 1rt TURIIY RAT J�ER rHAf�1 AT NI r[AL f LAN rlt~d.
711E P I - 1 IhrF " F
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3 PLANT L 5 r 5 1NDFl) A5 A4 GUIDI< CDR rHE L.AIVD.�ICA,PE COPf�rRACT�I�.
i
N 11�I kV Nr C3E DIECf;EPF4NC1` 13E7.41LEh1 THE N B (� r P T5 ON TI1E::
UIvIE E Q� LAI'J
- I
PLANT L15T AND ON _HE DRA4 ING, THI GRE rER NUM BE R,5HALL APPLY.
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4. LA Arrsc�l,�F COrvr1crR 5�ALL COcRr�1nrA rt<.�c�IA�r rrv.�r{��c�1r�r�ry ��C,?Uf�NG'�
turf 1 IRRIC'A 7701r ci rrKICrON
5" ADJU5TMFNT5 IN LCr`ATION5 Or PLANT MATERIA,L5 MAY BE NECE:55AKY EDUF
s
a -
N V 15 I , T
TO Fr OIL I� _ T C�1C U IL T�I�S OR SIT_ OBSrRUCTfON5. SFr NEW TREE5 >�.
M!N" J 0' FROML NEW OR E 15TING UTILTY LINES. ADVI5E: PROJECT MANAGER
f5FF0Rlff THE ADJUSTMENTS ARE MADE_
ALL LL 5HRU55 OCCURRING IN C(DI`�TINU�IUS ROW I� FORMAL A:I`~RAN EIviE'N=T Q �} Q L G
5HALL HAVE UNIrOR'+�1 HE[ 1�T PR1=AID AN ABIT lR F F G 5 D I -I Off G 1�C?'w H O.
`EffNINIAL LOCATIOPI rl AREA IT QUANTITY P NT -
S, ILL WITH {DU N TY QF LA S L>k'SIGNATEC.�;
EVENLY SPACED.
9 .,
fl - t r�
A � .. II t• Ivl F FPTI-I F N>` R P I 1-IA I' As 7 �IU Q S D f� W � ;a0 L 5 LL E LAGED IN ALL 13ED AREAS
BY ND CAPECONTRACTOR PRl RT 1�1T IN TI LAN 5 0 0 PLANT STALER ON. 5AOI�rILL ALL
F B A,N T )= C f=1 I H
.aH ,U 5 [� 1'� 1;5 WITH BACK L_L MIX O Ol�o< F'A1:T CC7MP0'-'T 1 O T�-1E
11
PAR-5 TOP50IL.
8. PLACE WFED PA.PFlER` IN ALL 5hKUB BFD5: 5 OZ.. WOVEN, NEEDLE-PUNC HECK,
Y l�Y 1=t�11` F I' POL r'RC} L ?�f3R6O OVERLAPPING WING THE SEAM ' .
S
r EI ' Id
1
D}. MU I`�>=F A, No WITH N1 EF'-
LCfy TREE5 NC 5 °�U�S W IN .� U rH Of FLACK GOLD OR
APPROVED EQUAL BLACK DYI=D 5dPEPPFU HARDWOOD MULCH. MULC"
PI RENNIAL5 WITH " DEPTH Off MULCH. MULCH 5HALL EXTEND IN A
C+O I N Y N 1 F'
NT UOUS LA ER W1T1�11 PLANTING BEDS r ..OM rA.LP f=P�,GE F IITE
TO C� 5
STR T F - A
S'
UC UR 5 W �I�S, I�UILDING, CURE35, OR.OT1�>iN. PLANT BED LIN11T5.
10D ALL 5ED EDGE5 5HALL BE 5PAD;E-CLT AND CL05ELY ALIGN A5 PQ551BLE WITH
EDGE5 A.5 5HOWK ON URAWING• KIrIfF' MULCH A MIN. 1f2" DELOW ADJAkCENT
PAVED 5URFACE5,
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50R rL LArlI�1 DI_TLIRE3ED Af`;EAwS'�'ITHIN PR E'. I IT A TLC3 1k �7J CT L M S S AICCD O1 CIVIL
IDRAWING5; INCLU)ING OUT TO PAV!MENT EDGES. R-.EffEK TO CIVIL DRAIWINGS
A' I Iv2 V'ER1FY E7CTENr'N! Tlrt PROJECT iv1ANAG>R.
1 2, THE LANDSCAPE CONTRACTOR. 5MA!L GUARANTEE ALL PLANT MATEKIAL5, FOR
ONE-YEAR rROM DATE QE QE AGC:EI TANCE. PI�IC}I'`, TO END Or U'ttARRAN TY
PERIOD CONIT R.AC-OR SHALL REPLACE ALL TREF5, SHRUBS 0K' VLANTINGS NOT
ALINE OR. IN A HEALTHY GROWING CONDITION.
LANDS AFT CODE RT DIRE ENT5
EMINOLE TRAIL ST - EN MATERIAL � REST FRONTAGE: SOl�lm S r1U ENTRANCE OC_3RRlQC�R (]VE.I�LAY Of `LFZICT
.F �, 1'Y r � �
r, ..
ONE LA ,GEC NO R,F� P11`~ I � OC 5f- � L11f2,1~L}. I � �U.t3 5E I C� I . r .F''" .r Q J C)C7 SIG o 2 Tr�.EES R� U .�D �} EXISTING TREE5 Sri '� N
c� o
ONE MEDIUM CANOPY THEE PER 1000 5f REQUIRED. 14G0.8 5E{ 1000 = 1 .4G or 2 TREE5 REQU(PED 2 TREE5 A5 SHOWN
ONE UNDER5TORY -rKEE PP,L 5U0 5F R,ffuuIRED. 1 4GO.8 5F1500 = 2"92 Off 3 TKEff_5 :.EQUIREID 3 TREE5 A5 5HOWN
ONE EVERGREEN TR�>= PEK 1 000 5f UQUIR,>=D, 1 4GO.5 5F1500 = 2,92 OR 3 TREE5 SQUIRED 3 TREF5 A5 SHOWN
ONE 5HRU5 PEK 100 5F KI=QLJH ED. 1 4GO.8 5FJ 100 = 4.G OR 15 5HRUE5 REQUIRED I G 51-IRJF35 A5 SHOWN
SOUTH LEASE LINE: S-2 CREEK MATERIALS and ENTRANCE (CORRIDOR OVERLAY DISTRICT
ONE LAKGE CANOI`Y TJ PEP. 1000 5F KFQUIRE2. 1 542.9� 5F11000 = 1 .54 or 2 TUE5 RFQtPREI) 2 TREf-5 A5 5HOWN
ONE'. MEDIUM CANOPY TEE PEE 1000 5F REQUIRED. 1 542,9 5F1 1000 = 1.54 or 2 TR.1 E5 R.FQUII D 2 TC�E5 A5 5hOV`��'N
ONE EVERGREEN TREE! PER 1000 5F REQUIRED. 1 542.9 5F1500 = :3.09 CAR 4 TREE5 7,' QUIRD 5 EX15TING TREf5 SHOWN
ONE.. 51 Ii?UD PER J 00 5F RI QUIRIRD. 1 542.9 5F/ 100 = 5.42 DR, 16 5HRUB5 ENQUIRED 17 5HRU55 AS 5HOl" N
PARKING LOTS- SCREEKING AND INTERIOR LANDSCAPING:
FOR THE PU�P05P5 OF FH15 5ECT10N THE TERM "PARKING LOT" 51ALL MEAN 4' RIGID MESH TREE BARK -
AND AND REFER ONLY TO A PARKING LOT CONTAINING TWENTY (20) OR MOPE 5PAC;E5, NJA 10 ;5PACE5 FROPO5ElD F KOTECTORa A5 5UPFUEL) BYr
A. NI, LEONA,R�D, INC PO 13OX 8 I G
PIQUA, OHIO 4535E
1 r800C 54.3 -895-5
OR APPROVED EQUAL
L,ANDSCAP� ARCHITECT:
YELLOW' SPRINGS DESIGN
PO Sox 472 205 PARK MEADOWS DR.
' YELL0W SPRINGS, oHlc7 45387
(0)937.767.8199 (I�1)937,654.8199
y�el[owspringsdesigri c@b�izwoh.rr.aom
LICENSED IN: OH, KY, PA, IN, IL, IBIS,
M1, VA, TX, OE(, A7, CO & UT
4' MIN. DIA.
SEE NOTE I.
t} P,YI YALIPQAJ.HC?LLY
rA
kNA51IED GRAVEL lSEIINE_N CURB5
(); UWP%Kr Y�%U ON HOLLY
()RUBY 5LIrPER5 HYDRANGEA
9) (�Q1� NY _ I;I 'VIC> BEKRY
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J
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GANDER DRIVE
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LEADER OF TREE PLANT INSTALLATION D ETAI L5 �
Q0a
3" [D1 PTl I OF BLACK DYED MULCH LAYER
KEEP CLEAR WITHIN A FEW INCHES OF TKUNK
501 L DAIV WATERI NG BA51 N G"
MIN..
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VVEJaD EiA {BRIER -�
rs$ti; ;r;,:• DEPTH Di I-IC�LE A 13AGJC1=LL: PLANTING SOIL MIX
°°aaaa®'° $mod pA°a ��
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PACK1 1LL. PLA�41'I �1G SOIL Iv91 ..,:: - REQUIREFD TO PLACE KOOT PER SPECIFICATIONS
PER 5P1`CIf lCA1IDiJ5 .: .- 1 COLLIN 2'°,�6C}VE F]IW13ri GRADE a 4 " " — r �a ir5
.. Rl;rMOV1 TOE 1 /3 Off BURLAP • J� a a a ' rp
G" MIN, (MORE IF P05'51t3;"f' WITHOUT
LEAVE 5OLIID 5QIL PEDESTAL RC70TBALL DAMAGING ROOTBALL) OR
DO NOT DIG DEEPER Tl'1AN DIAMETER. UNDI5TURBED SOIL ENTIKE CONTAINER
BALL DEPTH.
2X DIA. REMOVE -OP 50% OF WIRE BA5KfT +�" MIN.
ROC�I`DALL OR BURLAP FROM ROOTDALL 'MORE IP I'LANT MOUND -COMPACTED RD(DTBAI L
NOTt:5: POSSIBLE WITHOUT DAMAGING ROOTBALL) 15ACK1=ILL
I . INDIVIDUAL TKEE5 IN LAWN AREAS 5HALL I�CEIVE A,
4' MINIMLJ.M DIANIETI!R MULCHED CIRCLE BTAKE ,�1D
2. WRAP ONLY IF l�1EGE55ARY AND REMOVE A.9 500iN
A5 F 0015 ARE t5TAM15HED {USUALLY ONE. YEAR).
5i iADf TKEE FLA NTI N DERAIL,
N T5
ROOT COLLAR- TO DE AT OR,
A LITTLE ABOVE SOIL LEVEL
3" DEPTH Or F3LAC(, DYED MULCH
KEEP MULCH AWAY FROM TKUNK 2!'-3"
501L DAM WATERING BA.51N (4'
MIN. DIA. FOR RRI�I S PLANTED
IN LAWN XREA:5).
DIAC�r1ETEK
UND15TU1 ED SOIL 2X R;OOTDALL DIA, (1+ W.)
HR[Jb PLANTING DETAIL
N-`5
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GRAPHIC SCALE (IN FEET)
2" ± ID'-PTH OF GRAVEL MULCH } 't
F1Nii1 I�AI�� ,
8ataar3a Cg9kesasaa91II931a39�y�
GEOTEXTILE= FABRIC! WEED 15ARKIER UNDER
GRAVEL MULCH OVFPLA1' J()INT5 AND
TURN UP AGAINST WALL AND CURB
RAVffL MULCH INSTALLATION
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2020 CESO, INC
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ROGER F. BFAL
1955
CJ
p O C A"
NAME: QaF, E. 5EAL
P.EGISTR TION NO: LA. V Gi . 1955
EXPIRATION IRATION LATE M3lf2D20
Project Na, 757280
Scale A5 NOTED
Deawrr R E p
Checked RE B
Date 0106.20
DraMng Title
LANDSCAPE
PLAN
�f Drawing 1Vn, �,+r
L_i, -,—
L` 1 .
GENERAL IRRIGATION 5FECIfICATION15
1. THE IRRIGATION 5Y5TEM 15 DIAGRAMMATIC BASED UPON THE INFORMATION
FRoviDED By THE ow\,,ER OF ThE;: OVINEWS REFRE5ENTATIVE, THE 5UCCf55i,:LJL
CONTRACTOR 15 KE-5FON55LE TO INSTALL A 5Y5TEM Ti-IAT WILL PROPERLY COVER
ALL AREA5 INDICATE[) ON THE DESIGN, ACTUAL LAYOUT OF PIPING, SPRINKLER
11EAD5, VALVff5, CON -ROLLERS AND OT1IER RELATED EQUIPMENT SHALL BE
DETE RM I N ff D ON 5 ITE. MINOR IF I F_ LD CHANGES 511ALL BE MADE AT NO ADDITIONAL
c05-r -i-o -mE OWNER.
IT 15 THE Kff-5FON51BILITY Of THE. IRRIGATION CONTPACTOR TO BE FAMILIAR WITI1 ALL
GRADE DIFI`ffRF_NCff5, LOCATION5 Of WALL5, 5TRUCTUKff5 AND U-PUTIE5 AND M/AKI-=
ThE NECE55ARY ADJlJ5_FM[-NT5 TO PCCOMIVIODATE THE IKKIGATI(DN 5Y5TfM A5
-511OWN ON T1IE DRAWNG5. THERE MAY BE TIMES VVIIEN IT 15 OT3VIOU5 IN Ttlff FIELD
THAT UKKNOWN OBSTKUCTION5, GFADE5 OR DIMEN51ON5 THAT EX15T MIGHT N0T
HAVE 5-EN CON51DERED IN THE ENGNEERING, SUCH OB5TRUCTION5 SHOULD BE
DROUG-IT TO THE ATT:_::NTioN5 Of T1'1ff OWNI RS AUT110RIZED KEPRE5ENTATIVE, IIN
THE EVENT THAT TH15 NO_FhTicAmoN IS. NOT PEKIF ORMED, THE IRRIGATION
CONTRACTOR 5hALL A55UME FULL RESPONSIBILITY f(DK ANY REV15ION5 AND C05T5
THAT OCCUR.
2. ThI5 5Y5TEM 51-1AL- BE I NSTALL�D USING ACCE-PTED AND QUALITY INSTALLATIC)N
5TANDAI�DS A5 USED IN THE INDU5-FKY. ALL MANUfACTUKEK5 5FECIfICATION5 WILL
BE FOLLOWED.
3. MAINLINE SHALL 13E BURIED A MINIMUM OF 12" OF COVER AND A MAXIMUM Of 16"
OF COVIfR, LATffRAL LINE PILING A MINIMUM OF 12" OF COVET. ALL [3ACr\fILL
5UKROUNDING THE PIPE 5hALL BE CLEANED Of MArf-RIAL5 LARGER THAN I" IN 512ff.
5ACr,,FILL SHALL BE ADDED IN G" INCKEMENTS AND IN/If-CI-1ANICALLY TAMPED.
4. THERE WILL 5F NO 5IJB5TITUTI(DN5 OR GIIANGf5 TO T11--ff IRRIGATION DESIGN
ALLOWED WITHOUT DIRECT, WRITTEN APPROVAL F-ROM TME- LAND5CAFE ARC11ITf_CT.
5. 5Y5TEM DE51GN 15 BASED ON FKE55UKF- AND FLOWINFORMATION 7ROVIDED BY
OT1EK5, 5TATIC PRESSURE WA5 GIVEN A5 70 F51 AND THE 51ZE Of THE P.0,C, 15
A5 INDICATE[) ON THE DRAWING. THE IRRIGATION CONTRACTOR 511ALL VEKIr( WATER
FKE55UI�IfS PRIOR TO CONSTKUCTION. R.EI`OKf DIFF-EIR.ENCES bE_FWf_f_`N
REQUIREMENTS AND THE ACTUAL KEADING5 TO THE OWNERS Kf_FF,1f5fNTATIVF-, A
15005TEK PUMP MAY 3E NECESSARY If THE REQUIFff-D FKE55URf 15 NOT AVAILAELE.
ADDITIONAL C05T5 5HALL BE 5LJBMITTED TO THE OWNER AS A CHANGIf ORDIf R,
G, PIPING 5]10WN IN PAVED AREA WIT11OLIT SLEEVE 15 DIAGRAMMATIC AND 51-1ALL BE
LOCATED INSIDE Of: THE PLANTED AREA OR TURfF AREA APPROXIMATELY FROM ANY
hARD5CAFE.
7. ALL VALVff5 51-1ALL BE PLACED IN VALVE BC)XE5 A5 51-1OWN IN T[Iff DETAILS AND
ALL ELECTRICAL CONN:-CTIONS SHALL BE 5EALED WITH WAlERFRCXDF CONNC_:CT0F5.
CONTROL WIRE- 51-11ALL DE SOLID COFPff_R WIRE U.L. APPROVED FOR DIRECT BURIAL IN
THE GKC)UND. SEE DETAILS,
8. CO NTF.0 LLEK, RA I N 5 EN50R, M ETER, TAP AN D BACr\,f LOW LC)CATIO N5 ARE A5
51-1OWN ON THE PLAN OR A5 5TATED IN Thff DETAILS AND LEGEND, ALL lNffORMA-FION
15 TO BE VERIFIED PRIOR TO ANY INSTALLATION OF T111- 7ROJECT,
9. Thff IKKIGATION CONTRACTOK 15 KE5PON5151-If FOR. ALL CLEAN UP A550CIATED
WIT H15 VVC)Kr\.
I Q. IRRIGATION CONTRACTOR 5NALL ALL PROVIDE THE FIRST WINTERIZATION, 5FRING
TURN CN, HEAD ADJU5TMENT5 AND CONTROLLER MAINTENANCE IN DID,
WALL MOUNT:
Y
4" LEF1 VE
2!!,-HQLL
2" -H,101,0
2
Y
A NO
2"• H6-,!:Y
N11 2" MAGNC
..TREE
NO —BUILD
1)y
AREA
MLTI-TRIJNKA <
-7RIS9 HOLLY
TO DE MOUNTED ON l3: X 4'
PLYWOOD BOARD IN UTILITY ROOM.
FLOOR IN51DE BUILDING.
GFI RECEPTACLE AND LOCKING 5WITCH.
I I Ov POWt R SOURGE fop,
IRRIGATION TIMER. 5EE LOCAL C0Dr_,.
PRIGATION CONTROLLER, MOUNT ON
im5iDEwAu:)r BUILDING. IN.5TALL
WITH PVC CONDUIT [GRAY),
WITH LONG '5VELP ELSOW5.
LONG SWr� P tU50W, rLECTRICAL
CONDUIT (GRAY) SCH40 PVC. 5EE
ELECTRIC GODS.
;)mt_ DKAcKf - NAND OFF TO A."11CHOR
coN Du i,r TO WALL. 5EE LOCAL ELEC.,
CODES.
(D ELECTRICAL CONDuiT (GRAY), Sim i
MINIMUM. FDR I I OV FO`,qIfR 5UFFLY,
5EE LOCAL ELECT. CODE5.
ELECTRIC CCNDUIT (GRAY) SCI-140, FOR
LOW VOLTAGE I WIGATION CONTROL
WIPT TO KEMOTE CONTROL ZONE
VALVE. SIZE TWICE ThE $Vt OF \MU
BUNDLE.
RAINBIRD ESP CONTROLLER
RUTS
SECTION
1111'%144 1?1
TF
ld-4" SLEEVE'
0
I'v A
LEASE
533.90 Sq. Fee�
411 SL
f.
M�YEAcres
cow Pzoaf F,,rc i3f MOt!NTED ON WILDINIS, WALL.
PO%P.TP, r0 TI-i It GO NTROLLER 5y ffLECTRJOAN. ``i
NT G-1-0K 15 TO COOKI)INAIE 2- CONDUIT
IJN1DEF PAVEMENT f OR W Ff 5. MLD COORDIRNFE
LOCATION wrm 5 IT If 5 U PEFJ 4 FE� DE91- AND GG.
4" SLE.EVE
_ZV
P4
16 0 16 32
6m-
GRAPHIC SCALE (IN FEET)
IRKIGAT ON DETA ILos
NOTE:
MOUNT SENSOR ON ANY 51JR,17ACE WHERE IT WILL BE
F-XP05ED TO UNOB5TKUCI_ED RAjNI`ALL, 5UT NOT IN PATH
Of 5FRINKIER SPRAY, NO MOPE TIiAN 300'FIR, QM
REGEIVIfK UNIT. MOUNT RFCf_IVffR UNIT NO FURTHER THAN
G'17ROM CONTROLLER.
WRCI RECEIVER
MODEL WKC2
Q GUTTER OR WALL MOUNT
RAINBIRD RAIN SENSOR
NTS
SEGTION
I R-FIGATION LEGEND
SYMBOL MANUFACTURER /MODEL
(P �D 0 0 Lain Bird 1804 10 Series MPR
0 T H F
12 D 0 (Do main Bird 1804 12 Series MPR
Q T H TQ F
1D 0 0 0 Rain Bird 1804 15 Series MPR
Q T H TQ F
SYMBOLMANUFACTURER-MODEL
Rain Bird XCZ-100—PRF
Area to Receive Dripline
Rain Bird XFD-06-18 (22)
SYMBOL MANUFACTURER/MODEL
Rain Bird PGA Globe
Rain Bird 5--RC
Nibco TI-8
Zurn .375 1"
Rain Bird ESP4ME
CAS Rain Bird WR2—RS
Irrigation Lateral Line, PVC Class 200 SDR 21
Irrigation Mainline: PVC Class 200 SDR 21
Pipe Sleeve: PVC Schedule 40
COILED
WkTER PROOF CONNr CTION
(I OF 2)
ID TAG
VALVZ BOX WITH COVER:
i 2-INCH 512E
PINIF)h GRADEn'O? OF MULCH
REMOTE CONTROL VALVE:
RAIN BIKID DV
PVC, 5CH 60 N;F'rLI (CLOSE)
PVC 5CI-140 ELL
PVC 5CII-1,50 MPI?ff
(LENGTH A5 REQUIRED)
BP,]Cr, (I OF�)
PVC E-)CI-I 40 ELL
PVC, MAINLINE PIPE
PVC SCH 40 TEE OR F11L
PVC 5Ch 40 MALE ADAPTER
PVC LATERAL 1`11FIff
3.0-INCH MJNiMUN1 DEI`7`1 Cr
3/4-iNCh WASHED GRAV}l
RAIN BIRD DV-1 00 ELECTRIC VALVE
ITS
SECTION
Valve callout
Valve Number
Valve Flow
Valve Size
LANDSCAPE ARCHITECT:
YELLOW SPRINGS DESIGN
PO Box 472 2(J5 PARK MEADOWS DR.
YELLOW SPRINGS, OHIO 45387
(0)937.767.8199 (M)937.554.8199
yellow5pringsdesign@bizwoh.rr.com
LICENSED IN: CH, KY, PA, IN, 111_, MS,
MI, VA, TX, OK, AZ, Co & UT
2020 GES.0, INC
4-
'DROGER E. BEAL�X
, XQ
AM� RCGER E, &EAL
KLGl'�,�'-RATION NO; LA 40GOO 1 $155
fNPIPA-1c)r�.VATE: 0M V2K)2G
Prow ho. 757M
Scale AS NOTED
Drawn REB
Checked R E B
Dale 03-06.20
GrawingTffle
IR"'RIGATION
PLAN
I Draping*
, �fl,n L-2. 0