HomeMy WebLinkAboutARB201900052 Plan - Approved 2019-09-26 2.0•BITUMINOUS CONCRETE SURFACE COURSE.SM-9.5A • EJ65T,RMDE METAL/A'.WECDON FRAME WI SOLID LN ' '
GENERAL NOTES• GENERAL CONSTRUCTION NOTES FOR EROSION&SEDIMENT (PLACED'IN SINGLE LIFT) . (NEENAHR-1975OREDNYALERT) THDF
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1.'ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF - • ' • • lY TYPE 21B AGGREGATE BASE COURSE ` GPU9>IFO SINE EIOWRG (10.1c.:
C� •
TRANSPORTATIONS SPECIFICATIONS AND STANDARDS. 1.: ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
• 2: PRIOR TO ANY CONSTRUCTION,THE CONTRACTOR,SHALL CONSULTTHE ENGINEER AND VERIFY THE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THEVIRGINIA EROSION AND > %ij"//�'�'/"/'�,C� ,'�,6•a aFANa/T lITUty .
APPROVAL OF THE PLANS BY ALL FEDERAL,STATE AND LOCAL AGENCIES. ��<\�' \�3\.''/'/\`; COMPACTED SUBGRADE' • -10 I 715I
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
3. •LAND USE PERMITS(LUP:A)MUST.BE OBTAINED FROM THE W RGINIA DEPARTMENT OF.TRANSPORTATION . SEDIMENT CONTROL REGULATIONS:. - - . • - - �''�' - CPRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTINGSTATE MAINTAINED RIGHT OF WAY 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE ' '�ATD/S I'S T4/(INCLUDING AT'rESS) FIRST STEP IN CLEARING. • �� DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS, • ME 0. \C4. THECONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK 3. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON _ • A1 1'�uTO EXISTING CURBS,SANITARY.UNES,WATERLINES,ETC,PRIORTO CONSTRUCTION. . THESE PLANS(INCLUDING,BUT NOT LIMITED TO,OFF-SITE BORROW OR WASTE AREAS),THE - '• • ' - . . . . . . . • •
5: UPON DISCOVERY,OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS,SUBGRADES,OR OTHER ROADWAY CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR • • LIGHT DUTY ASPHALT PAVEMENT SECTION CLEANOUT DETAIL
CONSTRUCTION PURPOSES,THE CONTRACTOR SHALL IMMEDIATELY CONTACTTIHE OWNER. AREAS •
REVIEW AND APPROVAL: " " _ •
• • '
.SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER,BACKFILLED WITH SUITABLE 4. THE CONTRACTOR IS RESPONSIBLE FOR'NSTALLATION OF ANY ADDITIONAL EROSION CONTROL . . - - No Scale _ No State .- • • E
MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT., MEASURES NECESSARY TO.PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE . TABLE 3.31-B E 8
8.-ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94(D)121.13. - - ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE OWNER. • E
.WITH ASTM-G78.PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS II OR GREATER IN 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL - EXISTING PAVEMENT PROPOSED PAVEMENT' 'QUICK REFERENCE FOR ALL REGIONS' _ a E _ _ ,
ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.. TIMES"DURING LAND DISTURBING ACTIVITIES ANO DURING SITE DEVELOPMENT UNTIL FINAL --
THE C STABILIZATION-IS ACHIEVED." PLANTING DATES SPECIES RATE(L&SJACRE) €B
8. IF PRE-CAST UNITS ARE TO BE USED,VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT SAWCUT THROUGH MATCH EC•CROSS- -
6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND - a M c -
_ DRAWING DETAILS FOR REVIEW.CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. EX:SURFACE SLOPE UNLESS OTHERWISE •. p n z
AFTEEFFECT RUNOFF-PRODUCING EVENT.ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN . . SEPT:1,FEBFEB.15 .50150 MIX OF p.,=w • °
•
9.. Al-)., CONCRETE SHALL BE A3-AE(AIR ENTRAINED 3,000 PSI),UNLESS OTHERWISE NOTED. THE EFFECTIVENESS OF THEEROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. COURSE , SPECIFIED ON PLANS ANNUAL RYEGRASS qq
10.'DESIGN CHANGES,SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS 7• •ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED,DESIGNATED BORROW AREA. .• . 8 REMOVE . . . (LOLIUM MULTI-FLORUM) 7 s N o g. -
• • NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORICA LETTER OF 8. ALL WASTE MATERIALS SHALL•BE TAKEN,TO AN APPROVED WASTE AREA.EARTH FILL SHALL BE • ' PAVEMENT • PROPOSED' • 8 50-ISO u_ o'°i O
•
' EXPLANATION SHALL ACCOMPANY THE REVISED-PLANS AND/OR THE DRAINAGE CALCULATIONS,WHICH MUST INERT MATERIALS ONLY,FREE OF ROOTS,STU,MPS;WOOD,RUBBISH,AND OTHER'DEBRIS.' •
7MS •SURFACE - _CEREAL(WINTER)RYE r,c d'e ¢O
BE SUBMITTED AND APPROVED BY •
,THE ENGINEER. .' 9. •BORROW OR WASTE-AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS•OF COMPLETION PER • - ' . 2•'_ • COURSE .• . (SECALE CEREALE) - . 3 H N .
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS' • ZONING ORDINANCE SECTION 5.1.28. • qa o O
IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK.CONTACT ENGINEER IMMEDIATELY IF LOCATION'. 10.'ALL INERT.MATERIALS SHALL BE TRANSPORTED INCOMPLIANCE WITH SECTION 13-301 OF THE EXISTING FEB.16-APR 30 ANNUAL RYEGRASS 60-100 o s=
OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN.IF THERE APPEARS TO BE A CONFLICT,AND/OR U
CODEOF ALBEMARLE. PAVEMENT / - (LOLIUM MULTI-FLORUM). 'i 11 n z0 w
UPON DISCOVERY OF ANY UTILITY'NOT SHOWN ON THIS PLAN,CALL MISS UTILITY OF CENTRAL VIRGINIA AT 11. BORROW,FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE ' . . - <.o G
1-800-552-7001.THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. - • . MAY 1-AUG.31 GERMAN MILLET ' 50 S n 2 O
• AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. - - 12.' BORROW,FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS MILL E%' (SETARIA RALICA) Q vWi
12. THE INSTALLATION OF SEWER,WATER AND GAS MAINS(INCLUDING SERVICE LATERALS AND SLEEVES) SURFACE COURSE ' - J
LATERAL SUPPORT,OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS,PHYSICAL DAMAGE TO
SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS,AND DAMAGE TO.ANY PUBLIC STREET SAWCUi F.X. BASE COURSE TS ®. E;r . ce
13. ALBEMARLE COUNTY.APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE, •- EDGE OF PAVEMENT -AGGR.BASE - - • '
ADDITIONAL FACILITIES AS DEEMED NECESSARY: BECAUSE OF SLIDES,SINKING, COLLAPSE. _ '
'141'A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT• .13. TEMPORARY STABILIZATION SHALL BESOFSE TEMPORARY SEEDING AND MULCHING.SEEDING I0 MI BE TEMPORARY SEEDING PLANT.MATERIALS
-
AT 75 LBS/ACRE,AND-IN THE MONTHS OF SEPTEMBERTO ARCHFEBROARY TO CONSIST A 50/50 MIX. • NOTE:PROPOSED PAVEMENT MUST TIE•• ' No Salto - . ya
THE• : RATE OF 0.30 GALLONS PER SQUARE YARD(REG250 PRIME COAT)PER VDOT STANDARDS AND CN AND APRIL TO CONSIST,OF - IN WffH EXISTING PAVEMENT • _ o •
SPECIFICATIONS.. - .OF ANNUAL RYEGRASS AND'CEH AU WINTER RYE,OR IN MAR
ANNUAL'RYE,OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET,STRAW MULCH IS TO x
15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ' •' • ' ' TABLE 3.32-D . . .O
- ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE - 'BE APPLIED AT BOLBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY •EROSION CONTROL INSPECTOR.. - - - - SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA' .
•. - SPECIFICATIONS, • •14.'PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER,PERMANENT SEEDING,AND •• 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S)'FOR DEPTH,• PAVEMENT REPLACEMENT'JOINT DETAIL TOTAL CBS.PER ACRE
.MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT,90LBS/10005F, . . '
TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION(PROOF ROLL)PRIOR TO PLACEMENT OF ANY _ MINIMUM CARE LAWN _ °.; '
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT No Scale •'SURFACE COURSE(S).CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S)48- - COMMERCIAL OR RESIDENTIAL. - 175-200 LBS. F• •
-
S000LB5/ACRE AND CONSIST OF A 10-20-10 NUTRIENT.MIX.PERMANENT SEEDING SHALL BE - a c
• •HOURS PRIOR TO APPLICATION OF THE SURFACE COURSES. • ' .. , . KENTUCKY 31 OR TURF-TYPE TALL FESCUE -•• .90-100% •
() APPLIED AT 180L85/ACRE AND CONSIST OF RAS KENTUCKY 31 OR TALL FESCUE AND 0-5°h LEGENDp o
17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSEAND CERTIFY RECOMMENDED METHOD OF REPAIR 'IMPROVED PERENNIAL RYEGRASS 0-5% .a
PERENNIAL RYEGRASS ALTERNATIVES AREUCKY BLUEGRASS.STRAW'MULCH IS TO BE APPLIED AT ' z
FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE(WA) • - KENTUCKY BLUEGRASS - - • 8-5% p
• 80L05/1005F. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL •
18..ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT_. INSPECTOR. P - GRADING AND DRAINAGE ABBREVIATIONS DATE
• LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE 15. MAINTENANCE:ALL MEASURES SHALL BE INSPE{fED WEEKLY AND AFTER EACH RAINFALL'.' - _ _ GENERAL SLOPE(3:1 OR LESS) , .•
•
' 19.'CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS ' - _ KENTUCKY,31 FESCUE " • 128 LBS. g 4/16/2019
• ,AND RE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS,AND ROAD AND BRIDGE STORM _ STAIRS RED TOP CRASS .21 BS.
• EVENT:ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED PIPE TS TOP OF STAIRS
•
_ •IMMEDIATELY.SEDIMENT.
APS SHALL BE CLEANED WHEN 50%'OF-THE WET STORAGE VOLUME IS BS=BOTTOM OF - DRAWN BY
• 0 •
STANDARDS. •. .. . . . . . - - . . . . . . SEASONAL NURSE CROP•_' ' - .. '. 20 LBS.
• FILLED WITH SEDIMENT.ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO -?p0.=-- EXISTING CONTOUR •,IX.=,EXISTING
' 20. ALL APPROACH GUTTERS.TO SAG INLETS SHALL MAINTAIN A MINIMUM'SLOPE OF 0.064 Rift.. - 150 CBS.
ACHIEVE A GOOD STAND OF GRASS-SILT FENCE AND DIVERSION DYKES WHICH COLLECT PROP:=PROPOSED Z.DAHL
21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL - • 200- ' PROPOSED CONTOUR LOW-MAINTENANCE SLOPE(STEEPER THAN 3:1) • •
' SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY,• APPROX=APPROXIMATE •
-COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE,2012 VIRGINIA CONSTRUCTION CODE,2010 KENTUCKY 31 FESCUE 108 LBS.• DESIGNED BY, •
•'16.'ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 240.50
ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A777-1-03. . PROPOSED ELEVATION " . RED TOPGRASS. ,2 CBS.
DAYS OF FINAL SITE STABILIZATION,WHEN MEASURES ARE NO LONGER NEEDED,SUBJECT.TO
"22:VISIBILITY OF ALL MECHANICAL EQUIPMENT FROMTHE ENTRANCE CORRIDOR SHALL BE ELIMINATED. _ SEASONAL NURSE CROP 20 LEIS: ZSHOWAL7ER •
• . • • APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. CROWNVETCH•` 20 CBS. . •
• 17. PERMANENT VEGETATION SHALL BE INSTALLED,ON AU.DENUDED AREAS WITHIN NINE(9) ' - ' ' T50 LBS - •• .CNEO/E°BY
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED.(WATER PROTECTION.
' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES• ORDYNANCE'SECRON 17-207B) •
USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES • • C KOTARSKI
AS STATED BELOW: _ • . STIFLE ._
1. •PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY.INCLUDING - - FEBRUARY 16TH THROUGH APRIL ANNUAL RYE "
- ' • - ' - CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM.HE VIRGINIA- ' ' ' ' . •
MAY 1ST THROUGH AUGUST 15TH • FOXTAIL MILLET
- - DEPARTMENT OF TRANSPORTATION THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT - - AUGUST 16THTHROUGH OCTOBER • - ••ANNUAL RYE: •: ••
THE REQUIREMENTS OF THE PERMIT.WHERE ANY DISCREPANCIES OCCURTHE REQUIREMENTS OF ' , ,, , , , . . . - . . .. -NOVEMBER THROUGH FEBRUARY.1 STH WINTER RYE
' THE PERMIT SHALL GOVERN. _ - _ ,� _ '
.- 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS • • . , . SUBSTITUTE RICEA'LESPED CROWNVETCH EAST OF ,••SUBS SE E2A FOR I.
AND STANDARDS OF VDOT. • - FARMVILLE,VA(MAY THROUGH SEPTEMBER USE HULLED SERICEA,ALL • , • - •
• 3. - EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE • . ' ' ' ' ' ' ' ' ' •-- ' OTHER'PERIODS,USE UNHULLED SERICEA).IF FLATPEA IS USED IN LIEU
APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED'PRIOR TO ANY CLEARING,GRADING • - . . OF CROWNVETCH,INCREASE RATE TO 30 IBS/ACRE.ALL LEGUME SEED •
OR OTHER CONSTRUCTION: - .. - . MUST BE PROPERLY INOCULATED.WEEPING LLVEGRASS MAY BE-' ' .
•4. ALL SLOPES AND,DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED. , : ADDED TO ANY SLOPE OR LOW-MAINTENANCE MIX DURING WARMER
5.. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTALVERTICAL).WHERE REASONABLY. . ' . . ' ' - ' SEEDING PERIODS;ADD 10-20 LBS/ACRE IN MIXES. •�•, O •' • 2
OBTAINABLE,LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, • • 3
' 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 . ' ' ' ' • ' ' O ' 3.32 ..
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ' . • ' '
. CONTROL DEVICES. • PIEDMONT AREA.
PS y/
.. PERMANE IX NT SEEDING M FOR ED T
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS - . . • �s�4
III. - • . .
9.. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS - 1.SET STAKES.. • 0
• "' FOR THE CONSTRUCTION INDUSTRY(29 CFR PART 1928). • -• - ' -' - • . ' ' ' '• . . . '
•• BLASTING NOTES L.,
• w
.- 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. . . ' . I'''u` 12 • 1'
fir` - %i ° Z
•
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES �'• = z_ Ia
• 3.STAPLE FILTER MATERIAL TO STALES AND 4.BACNFILL AND COMPACT THE . • 7 I- 7.
1. . ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95%OF MAXIMUM DRY DENSITY AND 2%OF • : , . _ EXTEND IT INro THE TRENCH. EXCAVATED SOIL _ • W F
OPTIMUM MOISTURE CONTENT.ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL _ _ _ ". _ _ _ _ - _ Q
ENGINEER.A GEOTECHNICAL ENGINEER IS TO TIE PRESENT DURING CONSTRUCTION OF DAMS:: :' A:
2, PIPE AND RISERJOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER-MANAGEMENT FACILITIES. • • • j / • O �, 'd
. '3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT �- � w Z -
n • •STORMWATER MANAGEMENT FACILITIES;CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS • - • . . �. . .
i STABILIZED,AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL • • • I Q Q
m INSPECTOR.. . . - : _ . •. FLOW INSTALLATION - lin1 in S
Flow i
LL
. • _ SHEET O o
S .. .. .. .. (PERSPECTIVE VIEW) X, - O ..
. Z
11
-1i� J
•
- POINTSA SHOIAD BE NIGHER THAN POINT B. : : ..
VARIABLE WIDTH'. DRAINAGEWAV INSTALLATION- • o
NONSLIP BROOM FINISHRO55 SLOPE 2% _ - .• (FRONT ELEVATION) ® s•
-
1 SF •
�l�i�%j\ ' /
, • • \���\j;�i.�` • SINo LT FE T� a
NCE(W/O WIRE SUPPOR z
•
- •
4.3,000 PSI AIR-ENTRAINED'$ • /f • f
. CONCRETE • . . . . Z 0, .., p ST
COMPACTED SUBGRADE - 4•TYPE 21B STONE COVER •
M n 8'
NOTE: SIDEWALKS SHALL BE IN • • . o •
• - 'ACCORDANCE WITH VDOT STANDARDS. • ' - • .• • @
10B NO.C DENOTES SIDEWALK PAVEMENT ON PLANS. - _ - • 43514 e •
CONCRETE SIDEWALK PAVEMENT SECTION �,EE�"°' a
. . No Seale - . . . . . g g.
. (z C9
\,\LI'H 11F.
s 14.....Aa.. 2
L'i n\THAN 1L IigR'.LLTER
I.N.%.,wows,I s I
Iv 6/5/ 9 .0
r/ c,51
s'
FFE 689.57' 'i V
SINGLE METAL SD INLET WGRA TE
DOOR TOP=687 55' ^'
INV OUT=6791524"HOPE(NE) >E
FFE=689 60' INV IN=67923'18'HDPE(W) =E
SINGLE METAL EP \ i .S.'..:
DOOR1 1i u 8 1
.6�. .a 197 \ tJs de '- �1 o n
FFE=68961' /\ E' - \ A• z
SINGLE METAL RHAIiG .� 4 ' u u m z f
----
DOOR 37' „ANDPy OIE _ xc�,.✓` ' uJ7gra.
16 A 1 m. ca;G _ '- 12'MAPLE _.- iiC SgE
35 Y� fi
�'n
FFE
DOOR
CLEAN OUT _ zr' ��'�/,' �0t� TOP-688.D0'INLET RATE Co
DOUBLE h'_'NL
x te= INV IN,581 06'15'HOPE(N) �� °C
TIE 70 EX. x '' LA.ST7,3CAPr r1A4FL /A'VOUT�6006'18'HOPE(E) Lq
SEE PAVEMENT eM.3D�. INV 1N�i8!'19'18'HOPE(S) -e �-
REPLACEMENT MI MS PRIVATE WATERLINE BY OTHERS. xEee' x in
JOINT DETAIL Y • - SEE P1.1-FLOOR PLUMBING PLAN p
�' CONTRACTOR TO PROVIDE A ' EXf LANDING s
_• f. 1.5%THE CROSS SLENSURE :OPE TOWARD AT 888.60 ,!'
N '\ POSITIVE DRAINAGE OFF/ CLEANOUT(TYP.) :p;t6 SHALLOW SWALE AT 1.25%SLOPE oc
SAWCUT,REMOVE AND ` INV.=684.00
REPLACE CONCRETE AS PATH IN DOWN HILL 8'HOPE PIPE o
DIRECTION / TEE 6'HOPE ROOF MIN.SLOPE 1%(TYP.) " (N
REQUIRED FOR WATER AND 1` '
,91 DRAIN INTO 8'HOPE x a o
SEWER CONNECTIONSM '" � TEE 6'HOPE ROOF DRAIN a '°
PRIVATE SANITARY SEWER \4q, 2T LONG RAMP INTO B'HOPE
Oi
FORCE MAIN BY OTHERS.SEE �y WITH HANDRAILS
P1.1-FLOOR PLUMBING PLAN 1 x / (DESIGNED BY s DATE
OTHERS)
4/16/2019
15'NYOPLAST BASIN
I (OR APPROVED EQUAL) DRAwN BY
ROOF DRAIN ITV?) �•� �778 I��� WITH STANDARD GRATE Z.DANL
1M10 TOP=687.50
S INV-=684.70
SD INLET VW GRATE • DESIGNED BY
TOP=6B8,34' , , SHALLOW SWALE AT 1.08%SLOPE
":)LIT=68219' 8"HDPE/Nf) _ E�,• / DECK I.qE • 1.SHOWALTER
✓!N=662.23'I8"HOPE(S/ , �p�' 690.70\ •
8'HOPE PIPE C.
f 3• CHECKED BY
MIN SLOPE 1%(TYP.) ,SOSO
, \ : • C.KOTARSKT
CONNECT TO EX.SD INLET 88U1.,F"' W S7 LTD
MHGR IB"1 YOPLAS T S'R
SCALE
INV.=883.30 - e ARCHITECTURAL
TOP=687 70' �' WALL SCONCE �1 X kEe' • 1'=20'
iINV PUT= 7 EB355'! HOPE!Wf / / (TYP.) 64 3, f �ti
•
< MHO 688.02 *!D RASE-f L. •
1\T TOP 88 42' 0 N f
6 D 'NV OUT 582'9 HOPE 18'(N) '` Z 93.67'
MHD 1` x INV iN=682.99 12"hDPE(E) 61 O
TOP--8882C' •
12`GI �' INV/N=6823218'HOPE(SW9-- 7 % X� PROPOSED 93.6T x 64' O 0
INV INY83.2515'HOPE(NI V 1 x MODULAR CLASSROOMS O
INV OlTT 8312'15-HOPE(SE) „j FFE=68942 \ N FFE=690.70 SHALLOW SWALE AT 1.5%SLOPE 55 �'�
x A. 1 DOUBLE METAL WST LED ARCHITECTURAL S x ry
89.49 DOOR �` `, \u - WALL SCONCE(TYP.)
D (f)
r DOIJBLEM
\ DOUBLE METAL ty2 \ q '^
` i ( /
C 'et 1 DOOR - -- j TS Ex TEE 6'HDPE ROOF
g „NA ! _ 690.70 5ee.se DRAIN INTO 8'HOPE
NE CURB RAMP a /'''. '� �CI �\:
1 r CONC. - _ \\ F.,1 r es f` 15'NYOPLAST BASIN X x O
-ee _ �I SWK - -r I I 68820 f=��� (OR APPROVED EQUAL) U a
____,Cyr __�- 6 WITH STANDARD GRATE c�o
�..�_._ --2___ �_)____jEf `_ / / \ 1 TOP=687.25 cc 0
�5rLL1<A'f UNt.5.5v6 \ e'E 1%(TPE PE \f1-S' INV.=68d.25 - _
,].--✓ %'14.62' MIN SLOPE I%(TYP) 6'--T'%
-
_ T-1-= �ONNECT TO EX.NYOPLAST
BOO i ''5� `� ._- BASIN 11►10 , 8'HOPE PIPE 95 6c t 4'METAL FENCE Jl Cie Z P.
'\ _ `.. INV.IN-683.19 688.19 ,9
8'MAPLE � BRICK WALL V MIN I%(TYP.) xE� .Xg (1_?4J F
6'MAPLE SHALLOW SWALE AT v.-� - _ -- >
_ 1 1.25%SLOPS _ la 0 w z
•%7.. MHGR BALLPARK MEMORIAL _
SWUM SWALE AT 1.25%SLOPE
.roP=689.43' TEE 8'HDPE ROOF - SIGN < 3
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4, X x / ' MINIMUM VERTICAL CLEARANCE OF 13.8 , - - - -----_______ / Z ;g
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O%/ CONSTRUCTION INLET PROTECTION AS
7PRIORTO O
OTRACTOR O REMO BEGINNING m
ll
I. ALLNG NOTES:
1. LUMINARIES OVER 3,000 LUMENS INLET PROTECTION ONCE DRAINAGE AREA
HAS BEEN STABILIZED.
SHALL BE FULL CUTOFF FIXTURES.
2. LIGHT LOSS FACTOR SHALL BE ONE(1) ®® '-
APPLY FERTILIZER,SEEDING,AND MULCHING SCALE 120' E inc
co
y AS REQUIRED BY VESCH 3.31 AND 3.32 TO ALL I P NON-PAVED AREAS DISTURBED BY 0 20• 40'
CONSTRUCTION WITHIN SEVEN DAYS AFTER
FINAL GRADE IS ACHIEVED. IOU NO.
FIMI43514
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A SHEET NO $s
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