HomeMy WebLinkAboutSDP202100056 Plan - Revision 2021-09-23RIVANNA WATER &SEWER AUTHORITY
AIRPORT ROAD PUMP STATION
ALBEMARLE COUNTY, VIRGINIA
SITE DATA
OWNER:
RIVANNA WATER AND SEWER AUTHORITY
05 MOORES CREEK LANE
CHARLOTTESVILIE,VA22902
PROPERTY SIZE:
1.60 ACRES
PROPERTYADDRESS:
N/A
PROPERTYINFO:
TAX MAP 32-043A2
DB 4912 PG 328
PARCEL ID:
0320D00-0DO41A2
ZONING:
RURALAREAS
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
MAGISTERIAL DISTRICT:
RID DISTRICT
OVERLAY DISTRICTS:
ENTRANCE CORRIDOR —AIRPORT IMPACT
DISTRICT WATERSHED:
POWELL CREEK —THIS SITE IS NOT
LOCATED WITHIN WATER SUPPLY
WATERSHED
JURISDICTIONAL AREA
ALBEMARLE COUNTY SERVICE AUTHORITY
ENGINEER:
SHORT ELLIOT HENDRICKSON
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110
SURVEYOR:
SHORT ELLIOT HENDRICKSON
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110
DATUM:
HORIZ: NAD-83
VERT: NAD-88
PROPOSED USE
1) POTABLE WATER PUMP STATION.
2) COVERED GENERATOR FOR EMERGENCY PUMP STATION POWER.
3)
MINIMUM SETBACK REQUIREMENTS:
75, FRONT SETBACK
2V SIDE SETBACK
35'REAR SETBACK
�9:Ul.a}iLllllldl:
ENCLOSURE: 23'-R"
PROPOSED BUILDING FOOTPRINT:
12M SF (0.028 AC)
PROPOSED GENERATOR ENCLOSURE:
7T SF(0.017 AC)
TOTAL PROPOSED IMPERVIOUS AREA:
0.18AC
TOTAL SITE FOOTPRINT:
69,714 SF (1.60 AC)
OVERALL PROJECT LIMITS OF DISTURBANCE:
1.20 AC
PAVED PARKING/VEHICULAR CIRCULATION:
0.12
PROPOSED PARKING SPACES:
4
EXISTING TREE CANOPY:
1.54 AC (96%)
EXISTING TREE TYPE:
MIX OF DECIDUOUS & EVERGREEN
PROPOSED TREE CANOPY:
0.51 AC (32%)
EXISTING TOPOGRAPHY PER SEH SURVEY DONE NOVEMBER 2019
EXISTING TOPOGRAPHY HAS BEEN VISUALLY VERIFIED WITHIN THE LAST 12 MONTHS.
FINAL SITE PLAN
SDP 2021 =00056
REFERENCE PLAN: WPO 202100035
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APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
ALTH
O�
Bi�ADA
A Lic. No.AA
V 02063557 'k
IF �o,� 9.2,-zoal
sSIONaL E���
DATA
PROPoSEOZONING:
RURALARFA$DISTRICT
tIAL
RIO DISTRICT
PROPOSED USE:
PUBLIC WATER FACILITY
ED:
POW ULL CREEK
DISTRICTS:
ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT
SQUARE FOOTAGE:
PROPOSED WATER PUMP STATION -1,203$F
COVERED GENERATOR PAD -709$F
25P MINIMUM FRONTAGE ALONG EXISTING PUBUC ROAD
150' MINIMUM FRONTAGE ALONG INTERNAL PUBUC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25'$IDESETBACK
35' REAR SETBACK
TRACK$HONM IS 75' FROM EXISTING PROPERTY UNE
EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED
AST 75 FROM THE ANTICIPATED VDOT RIGHT-OF-WAY
BERKMAR DR.
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NOTES:
CONTRACTOR$HALL REMOVE ALL TRASH AND DEBRIS FOUND ON
SITE AS PART OF NgRK.
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ALL TRASH AND DEBRIS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE
WTH STATE, /
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COUNTY AND LOCAL REGULATIONS.
3241A3 I I
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DAVID P. TURNER & THE I I I
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REFOLIATE PER LANDSCAPE PLAN _ / / / / / ' / / FOR GRADING
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11 I (D.B. 1661, PO.116) - --_ FISHER TRUSTEES
11/ZONING: PLANNED DEVELOPMENT------ �' ��/' ///////�--' (D.B. 1661, PG. 116)
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SITE DATA
EXISTINGPROPOSED ZONING:
RURALARFASOISTRICT
MAGISTERIAL
RIO DISTRICT
EXISUNGPROPOSED USE:
PUBLIC WATER FAGLRY
WATERSHED:
POWELLCREEK
OVERLAYDISTRICT$:
ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT
BUILDING SQUARE FOOTAGE
PROPOSED WATER PUMPSTATION -LZM SF
COVERED GENERATOR PAD -]BB SF
SETBACK$:
250' MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD
150' MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25'$IDESETR4CK
35' REAR SETBACK
FRONT SETBACK NOTE: FRONT
SELBACK$HONM IS 75' FROM EXISTING PROPERTY ONE
RUNNING ROUGHLY PARALLEL
TO EXISTING BERKMAN DR RIGHT-OF-WAY. PROPOSED
SUMNG IS ALSO SET BACK AT
LEAST ]S FROM THE ANTICIPATED VDOT RIGHT-OF-WAY
FOR BERKMAN DR.
ANTICIPATED VDOT
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GROUND STORAGE I I D
TANKS
(TYP)
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SEE SHEET DC05 FOR FENCE DETAILS
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SEE SHEET COS FOR CLEAR &GRUBBING DETAILS \
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GENERATOR PAD - 769 SF
FF EL = 62/.5
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�I DRAINAGE OFF DRIVE AND
TOWARD BERKMAR DR—
\ PROPOSED WATER MAIN (TYP) \\ \\
SEE SHEET C14 FOR DETAILS A
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PROPOSED LANDSCAPING
\ V A V A\ \\ SEE SHEET C15 FOR DETAILS
PROPOSED 20'SWING GATE \ I
SEE SHEET DC05 FOR FENCE DETAILS
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ACCESS DRIVE TO END OF III I / ; ; 1 ; ; ;-_-----
EXISTING BERKM MDR / � l / / I 1 I I - - - - - - -
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1 / BASIN ACCESS DRIVE NOTES:
I / / 1. CONTRACTOR TO GRADE IS'WIDE AREA
I l I AND INSTALL 10' GRAVEL DRIVE IN
I / I CENTER OF GRADED AREA
2. INSTALL PER GRAVEL ACCESS DRIVE
SPECIFICATIONS.
�S ANTICIPATED GRADING LIMITS
OR DRIVE NSTALLATIIS SHOWN.
HOWEVER, ADDITIONAL GRADING MAY BE
REQUIRED WHEN EXTENDING DRIVE
ENTIRE DISTANCE TO BASIN.
4. IF ADDITIONAL GRADING IS REQUIRED,
CONTRACTOR TO INSTALL ANY
ADDITIONAL EROSION CONTROL
/
MEASURES PER VDOT SPECIFICATIONS.
/ 5. PROPOSED GRAVEL DRIVE SLOPE
/ SHOWN AT 1516%i. EXISTING $LOPES IP)
/ THIS AREA VARY FROM 1420%i
AL
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LAUREL PARK LN
INTERSECTION
16"PLUG
STA= 44.63.99,15.48' L
16"DATE VALVE 8 BOX
STA="b .99, 10.8TL
IE=611.89
STA=44+63.99. B. L
IE=811.]9
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16"DAM
VALVE 8 B(
3TA=44.63.99, 6.19
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X -
DIP*
BEND @ 5.5°3 ANGLE
STA= 45189A5, 6.83' L
1 D IFIE =616.46
WIE=616.80
3 LF T DIP
8"GATE VALVE B BOX
18'ktfi' REDUCER STA=4549A5, 3.80' L
STA=M+65.04, 6.83-L� AIR RELEASET�-,.� -- 8'IE=616.0
IE=811.84 VALVE
gOSEMBLY�w� FKF-3 LF 8'DIP®5.5]%'-- -
I- _STA=45+39.]9. fi.83'L -8'90°BEND
ITYPICALHYDRANTASSEMBLY IE=815.23_ _ROTATE BEND DOWN TO WARD
I WIGATE VALVE &BOX I TEE @ 5.5°x ANGLE
8'
STA= 451D).K 21.83'LPL I 6TA=15+89.45, 6162'L- _
IE=fi10.]5 �\ 8'IE=8A6
8"90'BEND
ROTATE BEND DOWN TOWARD
WARD
LF T DIP z TEE ®504 ANGL
STA=45+6945, 2.85' R
18'TEE WI6'REDUCER I 0 O8'IE=fi19.58
STA=45.BTL I 3LF 8"DIP�S]]8%
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8"GATE VALVE 8 BOX
STA=45L69.45, 5.51' R�
B LF 16'DIP
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AND
BEND A
AND GRADE BREAK 96 LF 26" DIP-
STA= d4+5581 004' R
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�$TA=d5.59.d5, 8.18'RJ
IIE=610.]6
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ROTATE TEE UP TOWARD -
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STA=d5.69.45.BAVR
2TIE=6165d _ -
1
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24"x2d"TEE
BTA=45.]q.d5, 8.18'R
24"IE=615.84
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24"GATE VALVE B BOX
STA= 45.74.45, 11.68'R
1
24'IE=615.84
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3 LF 2V DIP 5 LF 24' DIP-
24' BEND 24"GATE VALVE B BOX
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STA=d 74.d5, 15.18'R STA= 45•]9.445, 8.18' R�
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24"IE=615.84 2d"IE=615.84
7 LF DIP-
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24'IE=615.B4
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UTILITY CONSTRUCTION NOTES.
1. CONTRACTOR SHALL VERIFY
CONNECTION LOCATIONS TO EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2. ALL PIPES SHALL HAVE TMIN. COVER.
3. PROPOSED BUILDING ROOF DRAINS
SHALL DAYLIGHT ONTO GRADE.
4. CONTRACTOR SHALL OBTAIN ALL
REQUIRED CONSTRUCTION PERMITS
PRIOR TO CONSTRUCTION.
I STA=45.8t12. q8.1]' L 10"D.I.P. SURGE
�ia"IE=sis.bl RELIEF
- � SUCTIONNMAIN MAIN
A>I .
¢ I- I 34t LF- AI 4" PVC DRNTILE
OX' I I CONNECT TO TRENCH DRAIN IN BUILDING
�� DAYLIGHT TO GRADE AS REO'D
0
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J o " -4 � J' "� � B' STORZ FITTING FOR SPACE FOR ANTICIPATED
t6"GATE VALVE S BOX _ _ BYPASS PUMP SUCnON FUTURE GROUND
STA=45N3.38, 8.83'L �1�.-': 'U'�- --- ...... __CONNECTION STORAGE TANKS
16"IE=616.62 s `I' 8'IE=fi19.59
i6'90°BEND W �4 I 20 LF 8'DIP ®O.CO%
AND GRADE BREAK
TA=6.83'L m 0- >d° 1, TIE BEND
Sd6619.59
3 TAIWIE =616.8116.81 I Q a- 'I b
(3)16' CONNECTION \ 1
AT BUILDING
STA= 45.04.27, 45.90.5],
45.96.91, 46+04.21 @ 7.00,
12"IE=616.17 (4)13 LF IT DIP ®0.00%
17LF 6'OIP®0.0%
0• STORZ FITTING FOR
I I¢ I ¢ I I BYPASS PUMP DISCHARGE
6 LF 24" DIP-
56 LF 24'
LF 24' DIP
24'x IT TEE
STA= 45+98.21, 8.1F R
-CONNECTION
3TA=4 10.04. 0.87L
FIE=619.58
`BOX
90.5],
I@ 5.51' R
LF 24'DIP
2d"PLUG
-BTA=
M+62.62.160.33' R
24"IE=622.26
24- GATE VALVE 8 BOX
STA = 46+16.61, 8.20' R
24'IE=624.09 - - - - - _ _
24' DI
24' X Ir TEE
BTA=d54.21, 0.18' R
61
24'IE = 616..84
18'IE = 818.17
24"PLUG
STA=40+55]],168.6T R
24"IE=615.86
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PLANTING LEGEND
ABBREV
BOTANICALN I!
DOMMON NAME
SIZE
ROOT
NO. TO BE PLANTED
TREE CALIPER
ANTICIPATED HEIGHT
(AFTER lD M]
a/P
PILAUS VIRGINUM
VWtiNW RNE
S'•T
B6B
2f
1•-f.5"
/1'-1T
1 ,
1
1 ' ?
O Alll< IOOean(daWll ee ryYYE wiO ylioty l:bbm ala MlM [kah n,ibl[Io m::NmmlWaalwa t 1 1 + I 1
o Nn NaJaN alms baFmmNt m<aa.:mnmN mablmm,ya.ae aw Wrmvm pacmmT MlRea,. ! t i � J i ,
1 Paa-im9AYli4 �f�p�nmmaanuwNan Ea,rnense..Mme eaNxlwmfN '•� tf L � � � ( (
A [�aTtabmnl oeannn aaesnnn' � I at j ! 4 , � � i H n
meed'.°t'6T�Ehm�mBK mtl Nongeatcmm,vnwmaenala mcnm:gaoi ww wbc pomihmwimb Wekiylme aftrm Nh f S f ,� j i + 1`,' !� �� o
S. Sen[ .bo e9 maaD b 0.vbn /•� �� ••" , t i 3 1
D 3wh �v:a< 3iB -.. ew,w iRm � aave0. / 1 a
Fa[ H�`,.1myWe.yx'mmnmewiem 1110 keef0e tlaVbaae[htd Hht,nM. ✓ I IUB(lY%
a�WNlMbe tMel\vihw HW (n Wme miPlga o(bm, mbe u\rvJ 1 I a • 1 ' I I I i I _ - - I
Lpw�mlMroTaFmka 1 :' �_�I _ I 10 VUN]IBIRIIBEDIAIUSCMEFIIFFERhYP11 I II j {'I•
STieuM-mleeOfeN ofa proHwMpelpnaea PaCm1 ah.yty mallbepomhE byfavivg. I ! a - _ - 1 1
o FevsF.LfHl to to Ftra me mYlampgl<aaM WPWaa>Ta Ceuefir leryuNrWie,MF,aCiH e,[oomuhoe ! "\ _10D
F DRben ILe F:am:a loci mint pnnjwtl w:km lb6ryme afaheelohmeE.aeee,:ellilull4 'I' - f '( _ - ` I i ' 1
NR6Iw PINE
fm:P.\
nal. Peaieaa PN ramRnwmeaa NYlhnN T86B ' • .a / s a I ! - { rr ' t ].
fl. TYPICAL
oRmeu�4egmio6 k.nm::ar ba lowanaw:mu rm m;q;ncan:lo la o\.a..aaa.au mall hep,ogtlm: me. rmfbmtim euJawminm' ✓ ` ; • � ( i - ! 1, i= � f 1 � `t I
lou ne������wme.mal®e. erNmnas amanxmma.ty aaay sem mahw,erem a,w..wr. Ta®nhr,man, f /// _ i t - t t y ! 3 t ♦ �: T -
I,aL.a° ,wok ,:m.e..aa arammr \.bani Yyme mh:aac.+ar nvmmF wlaHky tmar Nw. f / /, J 1 ! �3 1
Uo. vmDhammnreatd rIam.Fwmwbe wa u.aim.a,m.eaa emi.F e. e.lremw. (� Jfa I jE /•� a' )Fj i iI II 1'f �' :3 'LRH LEVEL SPEADER ••
D DxnFMrtal mil boo-<ieiimadiaaNq'phoiF. rvrilivtioa dkr, oa:mM,ra®meNbra D<epmatia. / � f �� t ! 1 / r ! '{ ; +•I \ I
NOTL•R rBL DEI'ELOPEE'S RL YDBILRT'TO CO.Y R lIR i1Q C0.YERACiOR0.Y TRLL CO!I,QRYATI0.`I I — .��_. rt i•agA a Aa♦, i - 1 1 r 4 ll
(. SPACEF 14 f f ) i a i i _ i i• 3
E%ISTIE
CELL
of1RN6YA ' r
- ' ceTOWER I! 1
ANTICIPATED FUTURE t i- ,
i ! 1 GRMND STOMGE
_ DOYrP.\cT Puaauan RGNArvRE ( - I J TANK(TYP) ° ' ) 1
!
1 V151BIU)r OF1LL 6ECI1KNC4E9V1aMFNrFA GATIE I 'e • t a t , E
ENTRANCE RMRODR SIIALI PE EUMNITED. ( I'. - f 1 � 1 1
] tS RAN)INCS6rwEF3PNo sH ED, SA _LBE ' - • f 1 / + 1 �. ( 3
axeurowEnca,.ANO IE uakrtrwEO Ar.IMTVRE gNTIGPATED VDOT GRAp NG 3 f - ' _ ( !
HCIQyT. THE TOF]IIG CFTPE9919 PR G11911E[a. I I J a J 'APDNDISIR4.ED WLSGPL BLR91(ryP)i
ONLLYTa SUDF OIRTT rn2L�R HINILILT�i �r nem � ; EASEMENT (TYP/ h �a � t I t re 1 I 1 1 � ', I., `. S 1 j
N ANTICIPATED VOOT
RIGHT-OF-WAY RETENTION &LRINS 7
\! ( SEE SHEET C/G FOR
M] NGTl£E(-i\NLPY
PROfVSEO TREE CawOPr S3%ry.31 ACI i 3_.. Il .�' a f'' , i ' PLANTINGDEfAILS f f
MENVTRI.. nnTEn. , •\1 PAUND6TRLB®lAra$CAPEBURER jf1'P) t '' F f J t n I J ! r t r 1 1 E 1 r f
L SOLCO OTECTNANORi OTSTBEE9TraBL191E1]TOMNM2E (• J 1, f I ,
9PLCOCONST10N aWO RPOT STEM eBWVJCH PNIACE '1 I ��-- .
OURNG FEN9mURRN� '
2 PWa"IIC FENCNG MEETNOTHE REWIRD4NT5 WRINEOIN
GMPfER9SS OFTHEMRPNM ER09pN Al•D SEDIMENT � :
C[NTROLHNOBOOKTO DEFlIETIE TREE PROTECnCN 20lE �1 � -` 1 Jr t ! + t ( t
MHUUMTAGCE99 ; •� Q - jf J 1 (' ( ) F - F'
1 INSTALLTREEGRO)ECIRNFENCNG K 1PRDP09I C1MIN
LINK FENCE KRNMENf. FOLLGY1NO ClFMINO6QiVB9N0 )I��'�� / 'C O •,•,f { J t r l'. J + 9 t a 1
ACTMIIES. MIDPI.GYO INTERNAL CLEAPoN6e 6RlBHN3 III���� a r r I[ _ V (a
T. PRI OR TO OUDIK3. TREE FENCING 9!MLL BE 116nMl) AND -_ _ I : ! ( a I
t I �'` t f _ AS FT LONG
AP%tlYEO BYA COLNTY IN9FECT00. _ f �G i f I � LEVEL SPREMER � I
FL)uumllrrnrv.l nMaTcn- `I i l I _,+ '' QJ f 1 ! - I .' I
f. TREE PROFECnCN ZOXE831MLL BE INSPECTED MIO \ ` r iY�- _
MNMANED IXJAN EQU 9R 1 ♦ i. ^.' �k
9RtIlCI I• (+' f A_
2 NO CONTbNEWIFFETIT. SLPPLIE9IXi DEBRIS 9WLL1 (_ F f -• 'J•�-�.� Kr `]� f j
BEKIDN£DINTREE PROTECTIONZMEB
A ORAMPWIO[9ARPUM TR[E59rWLBEAVGDED. IF THE � - .-. -.. .. 10.O (rYP)
fwoLNolr=.•eL awsT aE w,GEo oR LaweReowmlm TrF . 1 ...- .. " � , t /
- pMNNE CFA TREE ACONSTRVCTpN CETYm. FORA TREE -- L% � _ �/ / - �� j /1 � F
MOLL ORlr1EE WALL MV9T BE 9UBMTlED TOTHE <OUiTYFCH t - _ - _ J'
a. o�uw�r,eo iREes saw.L BE TREwTEn Bw.leowTl�.r Im •tJ- I '. J ) :• � _���_ - \�� - _�' � %"-- �� _ - - i_= '� - . f11 ' , t - f✓
IaRUNNG F EInIuunONOR OT113i METNOWfECLMrEMFD r F�� / ✓
BYA TREE 9vECLW9T
A PEMOVEONGRERIJINK ER1. a E AVfENGN ED -'1 1 f- • I ' mff llDBrR{HOIANI9C/iE RIFPHI ifYP) a J f / f/
CMNUEGCHAN UNK fENCeRWAIIT4EE .PRWGED
FENCN NORRE AVCi 9HKL5ERYEA9 TREE PROTEGTON
FENCN6 Fpi REMN.IGFA CF RiO.ECT. FGLLWAN6REMOYf1 11 `f 1 i_ ! �' r /
CF THEE RiOTECTON FENCING. _ A• t a 3 3 1 ' / ' '! // / /
TTavfRL fN rO)wc u � f 'L'�I I i � i i t J ,tf ! t •" � � � ✓
1 REMNXIN6TRCE FRpf[GTRN FENPN081MLLDE RFMOVELL \ 3TC� S �. '. -+ D'� ` ! )ti A. -- / e
r\ \�` ��s - .. T.` 1 1 i j J _ a. l .... ,JA + ( r �f � ff f f ✓
� 1 3 . ! I ?�'�i l + /�� � T � t p 1 / � as l - i � ' ../ 'I 1{T 1 ` i ; , i f / ' F - r f /✓,
I � � 1• �'B�� � f (` I f f l - _-'. i � , fa f F .li,- � 1 tr � /' - �✓ i r
1 II - ti ' � Q � 7_. � { 1 16 ) 1 •. / / ✓ t r f ! f t eft � /j"'
I
1 /7
EXISTING
RIGHT OF WAY
PERMANENT EASEMENT
PROPERTY LINE
HORIZONTAL CONTROL POINT
BENCHMARK
•
SURVEY MARKER
SOIL BORING
SANITARY SEWER AND MANHOLE
FM
FORCE MAIN AND LIFT STATION
SANITARY SEWER SERVICE & CLEANOUT
WATER MAIN, HYDRANT, VALVE AND MANHOLE
WATER SERVICE AND CURB STOP BOX
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENOWALL
GAS MAIN, VALVE, VENT AND METER
oHll
HANDHOLE
BURIED FIBER OPTIC CABLE AND MANHOLE
— T-BUR T 0
T BURIED PHONE CABLE, PEDESTAL AND MANHOLE
WBUR �c-rvB TE BURIED TV CABLE, PEDESTAL AND MANHOLE
OE
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
OVERHEAD WIRE, POLE AND GUY WIRE
¢
LIGHT POLE
TRAFFIC SIGNAL
♦®
y
STREET NAME SIGN
n
SIGN (NON STREET NAME)
T,rn err
RAILROAD TRACKS
O6..
DECIDUOUS AND CONIFEROUS TREE
Q
BUSH/SHRUBAND STUMP
(YYY-y y y y
1. EDGE OF WOODED AREA
vdFr
WEI_AND
BUILDING
x
FENCE (UNIDENTIFIED)
BARBED WIRE FENCE
xC
CHAIN UNK FENCE
xB
ELECTRIC WIRE FENCE
xm
WOOD FENCE
xww
WOVEN WARE FENCE
0 0 0
PLATE BEAM GUARDRAIL
❑ ❑ ❑
CABLE GUARDRAIL
op
POST/BOLLARD
�wwwvv
RETAINING WALL
PROPOSED
6+00
1
STREET CENTERLINE
RIGHT-OF-WAY
—
PERMANENT EASEMENT
TEMPORARY EASEMENT
CONSTRUCTION LIMITS
—
SANITARY SEWER, BULKHEAD AND MANHOLE
FM
FORCE MAIN
j`0
SANITARY SERVICE AND CLEANOUT
WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE
QQ A H i1
WATER VALVE MANHOLE, REDUCER, BEND AND CROSS
L H
WATER SERVICE AND CURB STOP BOX
�C --
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENDWALL
-------------�---
DRAIN TILE
——
DITCH /$WALE
RIPRAP
STREET NAME SIGN
1
SIGN (NON STREET NAME)
1'WVWVYV'
RETAININGWALL
MISCELLANEOUS PROPOSED
......
WOVEN WIRE FENCE
MD
WOOD FENCE
xB
ELECTRIC FENCE
xC
CHAIN LINK FENCE
BARBED WARE FENCE
x
FENCE
❑ ❑ ❑
GUARDRAIL
W-DUCi
TV DUCT
TV CONDUIT
—rvOH —TVOH
— OVERHEAD TV
T-DUCT
PHONE DUCT
PHONE CONDUIT
— TOR — TOH
PHONE OVERHEAD
OIL
OIL PIPELINE
G
NATURAL GAS MAIN
FOOUCi
FIBER OPTIC DUCT
FO
FIBER OPTIC CONDUIT
x x
STEAM
IV MAX SPACING
NOTES:
TREE PROTECTION FENCE
EXISTINGTREE FENCING
4Z
E7(S-ING ffc::�cCD:) (c- �:�D
DE
3FAOE
TO MIRAFI MIRASAFE ORAN APPROVED EQUAL STAPLETO
VIERTICAL 2X4ORTIE TO METAL T POSTS.
MAINTENANCE REQUIREMENTS:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF
1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5
IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLAN$.
INCH OR MORE OF RAIN.
DO NOT ATTACH FENCE MATERIALS TO TREES.
2. REPAIR OR REPLACE DAMAGED FENCING IMMEDIATELY.
2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS OF A
MINIMUM OF 1.5 FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH
(DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING SHOULD BE A
3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED.
NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING
OF EQUIPMENT OR STOCKPILING OF SUPPLIES.
4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND
KEEP -EXPOSED ROOTS MOIST BY SPREADING PEAT MOSS, MOIST
3. 'MIRASAFE' HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI
TOPSOIL, OR MOIST MULCH. NO PAINT IS NEEDED.
CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
5. FENCING $HALL BE INSTALLED SUCH THAT NO TREE BARK
4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: 'TREE
DAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY
PROTECTION ARENDO NOT ENTER AREA/PARA PROTECCION DE LOS
CERTIFIED ARBORIST SHOULD DO ANY BARK TRACING. NOPAINT
ARBOLES/ PROHIBIDO ENTRAP"
IS NEEDED.
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DC01
PLACE 5' CONCRETE "WITNESS' POST IN
REMOTE AREAS AS DIRECTED. MARKER
LOCATION MAY BE SUBJECT TO HIGHWAY
DEPARTMENT APPROVAL.
EXISTNG GRADE - RESTORE ALL
NOTE: HYDRANT MUST BE
DISTURBANCE DUE TO INSTALLATION IN -KIND
EQUIPFED WITH CHARLOTIES-
FlNI$HED GRADE
MLLE THREADS WHICH IS
WATERTIGHT FRAME Re COVER
THE LOCAL STANDARD.
COVER TO SIT FLUSH WITH GRADE
RINGS MAY BE REO'D (12" MAX.)
LENGTH OF BRANCH VARIES
II"MIN.-
12° MIN
6' MIN 2• TO 1D•
(3]01
^PRESSURE CAGE
ASSEMBLY
15"MA%' SEE NOTE 3
II
18•-22"
z' BALL VASE BACKFlnw
PREVENTER (RPZ) 1
II
] CU. FT. ALVE BOX
10" TALL ARV ASSEMBL
II
>• II ADJUSTABLE VALVE BOX W/ UD
#65 STONE
2" BALL VALA@ 2" BRASS PIPE NIPPLE
i i1 ii GINGHAM A: TAYLR FIG. 4805
DOG -HOUSE SECTION: BETWEEN CORP STOP
VE
n II (SCREW TYPE) OR APPROVEDALL
VOIDS TO BE FILLED AND BALL VALVE
EDUAL
"6" GATEHYDRANTVALVE
BRICK &GROUT 2" NPT CORP STOP
TEE
PLAN$
ME.WITH
NO. 5] STONE TO 16°/24" x 2"
OF CORP . TAPPING SADDLE
•
J'i FOR SIZE)
RFHOSE W/2" BALLBASE
QUICK WNxECIRg'
)WAO
MIN. 16"/24°.1
WATER MAIN
WATE
BABE AND TiRUSi �;'+.MH
SUPPORTM.J.
GALE VALVE.BLOCKING
SOIL
(TYP QTY - 2)
STEEL PILERESTRAINED
6-MIN.
JMNT FlTTNGB
WHEN ME SOIL IS DISH R WHEN
CAP. M.J.,RESTRAINED
w/ 2' NPT TAP1r(TYP)
A HYDRANT IS LOCATED IN A MI, IN ADDITION
TO POUIDNG CONCRETE• A STEEL PILE SHALL
BE USED AS ADDEBONA SUPPORT.
EXISTING WARDI MAIN TO BE TESTED
NOTES:
1. CONCRETE SUPPORT BLOCKING SHALL BE OF
WATER UNE
SUFFICIENT LENGTH AND WIDTH TO OVERHANG
II' I
NOTE
MANHOLE BY 6" AT ANY POINT.
---
2. ARV SHALL HAVE A 1/2' BALL VALVE INSTALLED ON
2500 P.S.I.
L SURROUND WEEP HOLES NTH RAVEL AND KEEP FREE R CONCRETE.
2. MAINTAIN A 3 1/2' MIN. WWR MOM ME MAIN TO ME FIRE HYDRANT
FLUSHING PORT. BALL VALVE SHALL BE
CONCRETE
THRUST BLOCK - G 2'x 2' BEARING AREA.
1(FINI FININCLUDIISHED RADE DITCHES SLOPE AWAY FROM THE FIRE HYDRANT AND
ACCESSIBLE FROM MANHOLE LID.
-
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND ME DITCH.
3. CONTRACTOR TO VERIFY MANHOLE SECTION HEIGHT
<
IT IS NOT ALLOWED IN THE MTR.
NOTES:
. M.
p
S FIRE HYDRANTS SHALL BE INSTALLED AT LOCI WHERE WEEP
BASED UPON TEST PITS. MANHOLE SHALL BE SIZED
- <
HOLES ARE ABOVE ME PREVAILNG GROUNDWATER ELEVATION. IF
1. NO PERMANENT CMNECnCNS MAY BE MADE ttl THE FlNISHEp WATER SYSTEM PRIOR TO THE
MA
SUCH THAT THE TOP OF ARV (WHEN INSTALLED) IS
NETAREAS, THE WISP HOLES SHPl1 BE
TO BE RV R WEEPHOME
E I
COMPERMAx OF MSINFECnR AND lBE
ICASTEVO OF
PLUGGED HYDRANT HALL BE DRY.
REQUIRE AND H
2. ME MUST BE RESTRAINED R BLOCKED.
6' - 1S FROM COVER.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
AIR RELEASE MANHOLE DETAIL
xengxx Mxr B
QArz:
DRAWING NUIBER:
FIG. N'T'B
W-4
x.10
,M
erg, sEPT3D+s
TYPICAL TEMPORARY CONNECTION FOR
DRawIrvo NUMBER:
TYPICAL GATE VALVE
6
FLUSHING AND TESTING WATER MAINS
WATER 13
NITS
MOTTO
Norro
�`�' SCALE
RIVANNA WATER AND SEWER AUTHORITY
TDA
s E. Tonle
RIVANNA WATER AND SEWER AUTHORITY
NOTE:
HYDRANT MUST BE EQUIPPED WITH NATIONAL HOSE THREADS(NST)
MUEULERS ORAPPRTYPE
TIP CAL FOUNDATION
AFIREHTURAMORAPPROVED
EQUAL
5' MAX._ __FLUSH
BOX LID
I'vALVE
Box
NITIAL BACKFlLL
4MAX.Q
II °6"
BEDDING
O68OR g5] STONEr
i
FOR ALL BENDS FOR
WI
TRENCH TO
a GLANDS; NING
NJ MIU NING
ACCOMOENMMODATE
----- ACCOOIR IF
ANCHOR IF
GLANDS
MIN. REWIRED.
T CU, FT M STONE
ROCKY FOUNDATON MATERIAL UNDER -CUT CONDITION
BEDDING AS
REQUIRED p M
PLUG
^•
34 IN INITAL BACKFlLL 4 MIN. 6"
45' MIN. 45'
4 4
11" t t2 t BEDDING
MIN
25WP.$.I.
MIN MIN 8 OR
MIN. MIN. MIN. 6
T T "
CONCRETE BH$E ANCHORTHE%%LVETOTHE
ANDTHRUST
5] STONE
;. BEDDING :
SECTION 1-1 SECTION 2-2
BLOCKAGAIN$T HYDRANT WRH 3-3:'
,
-.6B OR-
STONE
UBLMKRBEDOR MIN THREADED ROD$
OR
R5]
"-STABLE SOIL OR ROC
COMPACTED (GALVANIZED ASPHALT
ROCK.-
fl
COATED) IN ADDITION TO
n)S I.
$TABLE $OIL POURINGCONCRETE.A
NOTE$:
STEEL PILE SHALL BE USED
1. ROCK SHALL BE REMOVED TO A MINIMUM OF IF BELOW THE PIPE AND 12-
STEEL PRE AS ADDITIONAL SUPPORT
MINIMUM CLEARANCE TO THE SIDES OF THE PIPE.
2. RS/OR MBSTONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND
a y 2P. v
NOTE:
BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE
s.Y•r ax a
1. SURROUND WEEP HOLES WITH GRAVELAND KEEP FREE OF CONCRETE.
3. INSTALL POLYETHYLENE ENCASEMENT, TRACER WIRE, MARKING TAPE AND
2 MAINTAIN A3'MIN. COVER FROM THE MAIN TO THE HYDRANT (INCLUDING DITCHES)
CLAY CUTOFFS IN ACCORDANCE WITH THESPECIFICATIONS..
3. FINISHED GRACE SHALL SLOPE AWAY FROM THE FLUSH BOX LID
4. HYDRAM$$HALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ME MOVE THE PREVAILING
4. THE INRIAL BACKFlLL SHALL BE PLACED PAID COMPACTED IN 6"LIFT$.
m ill to w
GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREA$, THE WEEP HOLES SHALL BE PLUGGED
5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE
AND THE HYDRANT SHALL BE PUMPED DRY.
TRENCH.
GBNERL .
5. LIDSHALLREAD'RW$A' AND APPROPRIATE MANUFACTURER NAME OR LOGO. 'FIRE HYDRANT"SHALL
g. BELL HOLIES SHALL BE DUG OUT IN ALL CASES.
THISVSTULIS/aiaTCAaE
FTM45
WBT xCC[S Vx[En '
NOT BE LISTED ON THE LID,
]. ALL INITIAL BACKFlLL SHALL BE 21A MATERIAL PLACED AND COMPACTED IN 6"
SSTVROTURS r
v w.�
"
B. CONTRACTORSHAIL PROVIDE THE OWNER WITH THREE (3) FLUSH TYPE HYDRANT WRENCHES PRIOR
LIFT$. INITIAL BACKFlLL SHALL IXTEND TO PAVEMENT OR TOPSOIL IN
nW$' W
TO ACCEPTANCE OF PIPELINE.
LPN0.SE'APED AREAB'
1. USE MINIMUM 2500 PSI CONCRETE
B. SILT STOPS SHALL BE PLACED ALONG TRENCH EVERY401Y.
2. CONCRETE FOR THRUST BLOCKS 91ALL NOT BE ALLOYED TO INTERFERE WH JOINT OR RESTRAINT
HARDWARE. FLVSPC SXEETIXG MAY BE PVWCED OVER PIPE OR FlTTNGS N PREVENT CONCRETE MOM
9. MAXIMUM PAYMENT TRENCH WIDTH FOR ROCK REMOVAL IS 12" ON EACH SIDE
ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED
BURY HYDRANT DETAIL
OF HE PIPE PLUS THE PIPE DIAMETER.
SML.
3. ME DESIGN ENGINEER SHALL BE RE3PCNSIBIE N VERIFY WE TYPE AND SIZE OF ALL THRUST
F1RlxsEPrmis
IiLDG(5.
NI8
DUCTILE IRON WATER PIPE INSTALLATION
DRAwINc xuMBER:
arEx sEPrm+s
DRAWING rvuMRER:
CONCRETE THRUST BLOCKS
Norro
AND BEDDING
WATER 1
WATER 2
NOTTO
HALE SCALE
RIVANNA WATER AND SEWER AUTHORITY
RGAUE: SCALE
RIVANNA WATER AND SEWER AUTHORITY
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