HomeMy WebLinkAboutARB201900052 Plan -Submittal (First) Minor Amendment 2019-04-22BROWNSVILLE ES MODULAR CLASSROOM
MINOR SITE PLAN AMENDMENT TO SDP200700105
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
SITE DATA:
ENGINEER. TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1688
CONTACT: JONATHAN SHOWALTER. P. E.
JONATHAN. SHOWALTER@TIMMONS. COM
TAX MAP PARCEL: 05600-00-00
-017A0
LIMITS OF DISTURBANCE7,148 SO. FT.
ZONING: R1 - RESIDENTIAL
EC- ENTRANCE CORRIDOR
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
JOSEPH MEDLEY, LS
281MPERIAL DRIVE
STAUNTON, VIRGINIA 24401
1540)885-0786
(MAY 24-25, 2018)
DATUM'. HORIZONTAL. NAD83 INA 2011), VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET
PROPOSED USES: MODULAR CLASSROOM
WETLAND IMPACTS. NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: LICKINGHOLE CREEK
PARCEL IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
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OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: MATT WERTMAN
TELEPHONE: (540) 447-0682
FAX: (434) 293-0294
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
CONTACT: JONATHAN SHOWALTER, P.E.
TELEPHONE: 434-327--1681
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APPROVED LOR DATED 08/122018
ADDITION OF A MODULAR CLASSROOM
AND A FIRE ACCESS ROAD
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APPROVED LOP DATED 08QW2009 -
'`REDUCTION
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ONSTRUCTION OF A MODULAR
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GENERALNOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY
(INCLUDING ACCESS).
4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK
TO EXISTING CURBS, SANITARY LINES, WATERLINES. ETC, PRIOR TO CONSTRUCTION.
5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES. OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS
SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE
MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT.
6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13,
7 ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE
WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN
ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
8. IF PRECAST UNITS ARE TO BE USED. VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT
DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
9. ALL
CONCRETE SHA
LL BE A3-AE AIR ENTRAINE
D ED 3000 PSI UNLESS CHANGES FROM
MT
1NOTED.
10. DESIGN CHANGES. SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS
NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF
EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST
BE SUBMITTED AND APPROVED BY THE ENGINEER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS
IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION
OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT
1-800.552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING
AND/OR PROPOSED RIGHT-OF-WAY REWIRED BY THE DEVELOPMENT.
12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES)
SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
13, ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY
14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WIN. L BE REQUIRED AT
THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND
SPECIFICATIONS.
15, THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH,
TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY
SURFACE COURSE(S) CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48
HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
17- A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR
FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (WA)
18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT
LIMITS PRIOR TO CONDITIONING OF THE SU8GRADE.
19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE
STANDARDS.
20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 8./ft
21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE. 2012 VIRGINIA CONSTRUCTION CODE, 2010
ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI Al 17.1-03.
22. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD. A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF
THE PERMIT SHALL GOVERN,
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING. GRADING
OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY
OBTAINABLE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED. RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS
III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY 129 CFR PART 1926).
BLASTING NOTES
1- BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT
ALBEMARLECOUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95%OF MAXIMUM DRY DENSITY AND 2%OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL
ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS,
2 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
S 3, FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES: CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
a STABILIZED. AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
n INSPECTOR.
GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT
CONTROL
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
3. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL.
4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
OWNER.
5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RU
NOFF -PRODUCING
CING EVENT. ANY NE
CESSARY
SERY R O REPAIRS CLEANUP TO MAINTAIN
THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
7. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
8. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
9. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28.
10. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
CODE OF ALBEMARLE.
11. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM.
12. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
13. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 Mix
OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
14. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT
SOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE
APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
80LBS/I0DSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
15. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO
ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
17. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. ( WATER PROTECTION
ORDINANCE SECTION 17-207B)
VARIABLE WIDTH•
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
4' 3.000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE
4' TYPE 21B STONE COVER
NOTE: SIDEWALKS SMALL BE CONSTRUCTED IN
ACCORDANCE WITH
VDOT STANDARDS.
DENOTES SIDEWALK PAVEMENT ON PLANS
HL I i vrvl,KL I E SIDEWALK PAVEMENT SECTION
L
2.0" BITUMINOUS CONCRETE SURFACE COURSE
- - -
(PLACED IN SINGLE LIFT)
8" TYPE 21B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
1 EXISTING PAVE.
Ij SAWCUT THROUGH
EX. SURFACE
COURSE
& REMOVE
PAVEMENT
7 MIN.
T.
EXISTING `
PAVEMENT \
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED I
SURFACE
COURSE
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No 5-M
LEGEND
GRADING AND DRAINAGE
ABBREVIATIONS
STORM PIPE
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
EXISTING CONTOUR
EX. = EXISTING
-200- PROPOSED CONTOUR
PROP -PROPOSED
APPROX. = APPROXIMATE
240.50 PROPOSED SPOT ELEVATION
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TABLE 3.11.8
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'WICK REFERENCE FOR ALL REGIONS'
PLANTING DATES SPECIES RATE (LBSJACREI
SEPT. 1 - FEB. 15 50150 MIX OF
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
&
50-100
CEREAL (WINTER) RYE
(SECALE CEREALE)
FEB. 16-APR. 30 ANNUAL RYEGRASS
60-100
(LOLIUM MULTI-FLORUM)
MAY 1 -AUG, 31 GERMAN MILLET
50
(SETARIA ITALICA)
TS
3.31
TEMPORARY SEEDING PLANT MATERIALS
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LOS. PER ACRE
MINIMUM CARE LAWN
COMMERCLAL OR RESIDENTIAL 175.20D LSS
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3'1 OR LESSI
KENT JCKY 31 FESCUE 128 LOS.
RED TOP GRASS 2 LBS
SEASONAL NURSE CROPpIBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3'1)
KENTUCKY 31 FESCUE 108 LS&
RED TOP GRASS 2 LBS
SEASONAL NURSE CROP' 20 LBS
CROWNVETCH " 20 LBS
150 LBS.
' USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL......... _....................... ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH........................ ... FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER................ _............. ANNUAL RYE
NOVEM13ER THROUGH FEBRUARY 15TH.......... _............ WINTER RYE
"SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBSJACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LLUEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS: ADD 10-20 CBS./ACRE IN MIXES.
I N08rJs
1. SET TIE !TAKES.
GF
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f10��
3. STAPLE FILTER MATERVI TO STAXES MID
E%TEND R INTO TIE TRENCH.
�T
4. BALKFIIl N4J COMPACT THE
EXCAVATED GOIL
FLOW
SHEEL FLOW INSTALLATION
(PERSPECTNE VIEW)
R01Y I MAX A�
_ A A
PgNTp A SHOULD BE HIGHER TW W POINT B.
O DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
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43514 e�
SHEET NO. p
C1.0
FFE=9g957'
- SMIGLE METAL SD INLET W4 M4TE
DOOR TOP=68755'
FFFINV OUT�79.IS324' HDPE (APE) SINGLEW-TA: 'Wl*= 79218-HOPF(W) -
DOOR
h;FF--n�396/'
MGLE ME74I HANG , ♦\qa _Sl'�i\
OGY1R - J1T CANOPY OVER
IPf _v CONG / ' v _ 1. 12'AfAFLE ,
-
SONG 33
i YA
FFE=689.51 .P89 1�
DOUBLE METAL
•- EA O!/T - t INLET W�GRATE
DOOR —__ I� _ TDn y 1'JT TOP: w_0
WV'N--691 0615-HDPE (N)
lANOSii1PE TAtAS INVCWT=riNC 0.5' IB' HDPE(Ej
e'X6YlTYPl = INV W=680 19' 19" HOPE IS.,
r_
/I
FI
i0
SHED J
ROOF DRAW I TYP) - -
SO INLET WIGRA7E /
TOP -BB 34'
INV G'J Ta591. 19'18'HOPE ITNE)
BNV;N=66223' 18"HOPE;S) - ?T�
MHGR 18'NYOPLASTSTR
TOP-68770'
Pz
Q
K
INV OUT=6M 55- 12' HDPE (WY -�
'S
WHO
TOP=68841'
AfHD
;�
n
I NVOUr=682 T9HDPE 19'IN)
INV IN=BB2.9971'HIPE NE)
TOP=686 20'
j
,
INV W=6F2.32 T8' HOPE (SW)
INV IN=663.25 15' NDPE IN;
CT
�y
INV OUT=683.22' 15- HOPE ISE)---------�
`\.
�
\
�
W�
FFE=bB942
DOUSLEMETAL
r FFE-689 49 DOOR
DOUBLE METAL
` \\
_ -
{
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DOOR
CURB RAMP
(DEPRESSED) -1SWK
�
�
9TWE.n;lviO.re✓w%f,7
ASPHALT
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E
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/ 12HOLLY
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/
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44
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2ND BASE -c
3RO BASE
LEGEND
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•
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fr K:ED CONLRE'_ NPF
HOPE
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--
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CONTOUR INTERVAL
= V
NOTES
1 HORIZONTAL DATUM IS BASED ON NAD831NAX III ,, V67G/NA4 SEA fl
GRIC. SOUTH ZONE. VERTTCAL DATUM IS BASED ON NAVD 88 DATUM
ESTABLISHED FRO44 NETWORK GPS OBSERVATIONS V'4! LEICA
S.."NET
2 TOPOGRAPHIC DATA DEPICTED HEREON IS BASED ON CURRENT
FIELD SURVEY BY THIS FIRM COMPLETED ON MARCH 28. 2019.
3 AID'TRE REPORT FURNISHED EASEMENTS MA Y EXIST.AWCH
ARt-NOTSHOWN NEREDN
4 THIS IS NOT A BOUNDARY SURVEY
5 MISS UPLITY TICKETINTIATED PCKETNO, A9099104836, No
UNDERGROUND UTKITY INVEST+CAPON BEYOND lNFORANATK)N
PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRA4
L- 4-META! FFN((
IL.n
a
z
APPLY DUST CONTROL TO ALL DISTURBED SCALE 1'=20'
OC TS AREAS AND APPLY TEMPORARY SEEDING TO ALL
AREAS THAT WILL NOT BE BROUGHT TO FINAL 0 20' AO'
GRADE FOR A PERIOD OF MORE THAN 30 DAYS,
Jc�YaL.TH OF, `'
4
"•1111M1x A 610 MALTER
y 4l2c'/19 ='
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0
0
0
DATE
411612019
0
DRAWN BY
Z. OAHL
• DESIGNED BY
• T. SHOWALTER
• CIIE—D BY
C, KOTARSKI
• • SCALE
• = 20'
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FIE=689S"
SINGLEMETAL
SO INLET A'ReRATE
o c
DOOR -,
TOP=88J;S'
FFE--699.60'
INV OUTt679
15 24' HOPE (NE;
E
SINGLE META.
`p VVW=679.Zx' 18' HDPE (W: __
y E
DOC7R
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FFE=evi961'
SINGLE META: 'AM- _!
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10
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0
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6 TOP-800'
1NI11N<G9f.08
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TIE TO EX. INVOVT=6w f6-.DPEi'FI
e
SE PAVEMENT
689 IS'NilWAW 19' I8'HOPEIS)
REPPLLACCEMENT -CONTRACTOR TO PROVIDE 'Nil_
Y pt-
JOINT DETAIL \ 15% CROSS SLOPE TO
.rg
o
;N ENSURE POSITIVE DRAINAGE 6X6' LANDING
REMOVE AND REPLACE AS 11189.301
_
REQUIRED FOR WATER AND \ OFF PATH IN DOWN HILL AT 698.60
.'
SEWER CONNECTIONS DIRECTION
WATERLINE BY OTHERS CLEANOUT (TYP) y �'
SHALLOW SWALE
LE AT 1.25%SLOPE
o
s
SANITARY SEWER FORCE N SEE PLUMBING PLAN INV -68400
8' HDPE PIPE
MAIN BY OTHERS v= TEE 6' HOPE ROOF
MIN. SLOPE 1% (TYP.)
�
SEE PLUMBING PLAN DRAIN INTO 8' HOPE
Z+
689.49
2T LONG RAMP
TEE 6' HDPE ROOF DRAIN
o
WITH HANDRAILS
INTO 8' HOPE
o
(DESIGNED BY
DATE
OTHERS)
1S NYOPLAST BASIN
o
411612019
ROOF DRAIN
WITH STANDARD GRATE
oRAxm BY
689.20 888.5D 887.78
6'
TOP' 687,50
INV. = 684.70
Z. DAHL
Erop=w- I_- e,
34' �Z
7,,
SHALLOW SWALE AT 1.08%SLOPE
DESIGNED BY
t: J1. T=682 i919'NOPF Ire Ex
- HIPE
E'..
•
^h,7=689<23
•
3. SHOWALTER
8'HDPE POPE fi'
688,75 3
aKKEo Br
MIN SLOPE Z (TY'P.)
•
N CONNECT TO V. SDINLET MHGR Id"NYOPLASTSTk sae.4T' DECK
IN-
:
C. KOTARSKI
'30 TOP--W77UCOMPASS CORD 690.70
'��
'
•
scA�F
WVOUT=M,55' 12'HOPE(W- LED LIGHT ITYP I
a
O 1;r'U IP
TOP=6B8. 42' tP
688,02
K
2ND 94.4E -Jr
•
•
INV OUT•£d2 19 � DPE T R- t, 2 93.6T
•
MHU
TOP• 6B8.20'
i� VAS ? Ix Af=W 99 12' HDPE i h
S4� INV IN-W 32 1E'HOPE I. � 40'
INV 25 15• HOPE INI
`
PROPOSED 93.6T x 6f
�V
_-6832-16153
rNl'OUT=683?2'?5'HOPf /SE7----"--
— MODULAR CLASSROOMS
O
x41� DOUBLE META! FEE=690.70
SHALLOW SWALE AT 1.5% SLOPE
x•M1
O
p DOOR LITHONIA LIGHTING
I'
t
-
eY .-FFE--M949 MINI-WALLPACK
I DOUBLEMEIAL t5, _ �. DUSK -TO -DAWN
jA (TYP.)
4
_yll TS
CURB RAMP .\ � - - 690.70 seeaq
V 1
�
c
P
Ko'et1
:<�� ,> .etg' p
(DEPRESSED,-.
r CONC 8' HOPE PIPE Fx
514M! _ MIN SLOPE I%(TYP) 688.tr BS
___ _
- �'20
15'NYOPLAST BASIN
�,L �:
Iq
x° � ,[[b• x J;
14. CONNECT TO EX. NYOPLAST 7'
BASIN 6
WITH STANDARD GRATE
TOP =687.25
P
BASE)
INV. IN=693.19 B.-
ILf1E NT.Mp.MpryjC--� � t : -�� r
SHALLOW SWALE AT 6'
eft A�
INV .=684.25
TEE 6' HDPE ROOF
DRAIN INTO HDPE
.7RU
- `"-� - -""
P
8
4- 1.25%SLOPE �810_
/ -
8' HDPE PIPEW**74rFENf,�n
-
-
C
�1
8
-
yAJ I' TEE 6' HOPE ROOF 666.19
4•RIAPLE 9RftxIn
IL
MIN SLOPE I%(TYP.)
ti"
noe rT
IL=24•I
J U•
o'MAPLE I -� DRAIN INTO B' HDPE -
133(Wi
MHGR I
�;
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SHALLOW SWALE AT 1.25%SLOPE
y(r"A�
r� X ., -
z m
x&a-
�FpP-E(YOW) i 1 CLEANOUT --
689 F
INV IN-SB3 I? 1 5'HOPE (NW) l 1` � �P) �-
BALLPARK .MEAfORIA(
SI �N
Q wg
c
MM1• OUT=68.?.OB' I9" 1 INV = 693 54 3 Or RISERS WITH
O <
d
HANDRAILS
/ 8 ME?4L FENCE (DESCNED.BY OTHERS)
X
xo-�o, x $ vs4"R5
m
W
-----------
1 O
(n�
w6R r.�tl �)
-"i5/ 16- rd'CON/fER TRFF � 1T'LY � ..D _ _
_
ALLJ
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F
V
01�
l�
W
-
E °
r.° x 16/ rals'cvlwlfr.rREE
J
0
>
Z.
APPLv STORM DRAIN "U" PROTECTION AS
0
IP REQUIRED BY %T PRIOR TO BEGINNING
o
-
CONSTRUCDON-
¢
z
O
cl/
5
lL I
APPLY 1ERTIl12ER SEEPING AND MULCHING AS
MU PS REQUIRED BY VESCH TO ALL NON -PAVED
SCALE 1'=20'
AREAS DISTURBED BY CONSTRUCTION WITHIN
2
SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED.
0 40'
43514 H
C3.0 1 i