HomeMy WebLinkAboutSDP201900062 Plan - Revision 2020-04-29 (2)7��_
SITE DATA
OWNER: CKW 2, LLC
1747 EARL YSVILLE ROAD
CHARLOTTESVILLE, VA 22901
F H UlNt A 1111 S I ff=HIHLHHI a n klLAN
DEVELOPER: BMC HOLDINGS GROUP LLC
400 LOCUST AVE, SUITE 3
CHARLOTTESVILLE, VA 22902
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES Ai . NJ
.. 1 [)(uE7.MMq r"111%
172 SOUTH PANTOPS DRI VEri'lod I "Ij t �zm�
CHARLOTTESVILLE, VA. 22911
(434) - 977-8121
TAX MAP PARCEL No: 060FO-00-00-00300 w.IAI�.,oK JOUETT MAGISTERIAL DISTRICT
PARCEL AREA:
1.05 ACRES
ZONING:
NEIGHBORHOOD MODEL DISTRICT. PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS
AND CODE OF DEVELOPMENT; AIRPORT OVERLAY AND ENTRANCE CORRIDOR OVERLAY DISTRICTS
PROPOSED USE:
PROFESSIONAL OFFICES
BUILDING AREA:
16,815 GROSS SF, MAXIMUM ALLOWED
14,289 GROSS SF, PROPOSED (INCL. PARKING LEVEL)
BUILDING HEIGHT ALLOWED:
2 STORIES: 50' MEASURED FROM FRONT FACADE
3 STORIES. 60' MEASURED AT THE BACK TO INCLUDE BASEMENT
BUILDING HEIGHT PROPOSED:
FRONT 32' MEASURED FROM FINISHED FLOOR TO PARAPET
PARKING SETBACK:
10' MINIMUM
BUILDING SETBACKS:
(IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN)
(MINIMUM)
FRONT SETBACKS FROM BUILDING CORNERS: 9.63' & 13.47'
FRONT SETBACKS FROM CENTER OF BUILDING: 15.22' & 21.85'
BUILDING SETBACKS FROM THE RA ZONING: 47.50'
AREA SUMMARIES
TOTAL BUILDING COVERAGE = 6,765 SF (159)
TOTAL IMPERVIOUS COVERAGE (INCL BUILDING) = 20,765 SF (457.)
TOTAL OPEN SPACE = 24,973 SF (55%)
MAGISTERIAL DISTRICT-
JACK JOUETT MAGISTERIAL DISTRICT
WA TERSHED:
I VY CREEK (A WA TER SUPPL Y PROTECTION AREA)
BOUNDARY SOURCE. •
SUBDIVISION PLAT LOT 1, "GEORGETOWN GREEN" PREPARED BY W.S. ROUDABUSH, DATED JUNE 20, 1967,
RECORDED AT DB 440 PG 93.
ALBEMARLE COUNuu'FY, VIRGINIA
TOPOGRAPHY- TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006); TREE
SURVEY BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 2019; WATERLINE LOCATION CHECK BY ROUDABUSH,
GALE & ASSOCIATES, SEPTEMBER 2019.
BENCHMARK. TRAFFIC BOX 614.79. TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC
(2006)
DA TUM: HORZ.: NA VD 88 VER T.: NAD83
FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
NUMBER 510003C 0279 D. EFFECTIVE DATE. • FEBRUAR Y 4. 2005.
PARKING REQUIRED: PER GENERAL DEVELOPMENT PLAN, 1 SPACE PER 200 SF NET LEASABLE AREA = 9,376/200 = 47 SPACES
PARKING PROVIDED:
50 PARKING SPACES TOTAL
2 ADA VAN ACCESSIBLE SPACES**
*3 SPACES RESERVED FOR TMP 6OF-1 PER DB 1591 PG 160
**ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1: 48.
ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE
RETAINING WALLS:
RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE AN STAMPED ENGINEERED DESIGN. PLEASE SEE RETAINING WALL
DESIGN BY OTHERS UNDER SEPARATE COVER.
LANDSCAPING:
SEE LANDSCAPING PLAN SHEET
LIGHTING:
EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A
FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS.
AMENITY AREA
REQUIRED - 5,227 SF (11.09)
PROVIDED - 17,785 SF (38.97.)
NO EVIDENCE OF A BURIAL
SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY IS
NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THE SUBJECT PROPERTY IS LOCATED WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER AND SEWER.
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS
PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS,
BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY
THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE
SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS
OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
GRADING COMPLETION FOR ADVICE AND CONSENT.
UTILITES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT
CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001)
AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS
UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE
METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE
RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR
, UNLESS INDICATED OTHERWISE. CONTRACTOR
SDP 2019=00062
VICINITY MAP
SCALE: 1 "=1000 FEET
SHEET INDEX
I F_rlF_nIn
EXISTING INTERMEDIATE CONTOUR
- -
-3-32 -
EXISTING INDEX CONTOUR
-
388-
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EX. C&G
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
CG-6
TRANSITION FROM CG-6 ROLL-TOP
CG-6
ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER
� i i
15" RCP
PROPOSED STORM SEWER
ak
EXISTING SANITARY SEWER
- s
s s
PROPOSED SANITARY SEWER
s
s s
PROPERTY LINE
- -
EASEMENT LINE
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■■•■
EXISTING SPOT ELEVATION
+ 12.0
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
OAK
SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK
AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT
AND COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE
ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR
CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION
EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE
KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET
OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS.
TALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE
BUILDING DEPARTMENT.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED
SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL
PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY
REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL
BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
& ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED,
EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO
ENGINEER AND THE PROJECT MANAGER.
9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
THIS PARCEL IS SUBJECT TO
ZMA2006-14 WITH ASSOCIATED
PROFFERS AND CODE
DEVELOPMENT.
EXISTING WATERLINE
-w-
PROPOSED WATERLINE
w w-
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
-w-
PROPOSED WATER VALVE
w w-
PROPOSED WATER METER
EXISTING REDUCER
-w-
PROPOSED REDUCER
w10 w-
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
VEHICLES PER DAY COUNT
PROPOSED STREET NAME SIGN
EXISTING SIGN
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
1,234 VPD
12
18
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
CONTRACTOR'S RECORD DRAWING
CERTIFICATION STATEMENT:
(SEE SHEET 8 FOR RECORD DRAWING REQUIREMENTS)
THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED
RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT
"REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED
IN ACCORDANCE WITH THE DESIGN AS SHOWN".
NAME, TITLE
FOR:
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L. Taggart
Lic. No.
22841
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DATE:
10-25-2019
SCALE:
NA
JOB:
19.0125
SDP-2019-00062
SHEET:
OF12
t=iriginia, 1'1 offer
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Amcndmeklt
`-
`\ END SIDEWALK/CI RB DEMO I i----_-`\_J I
dic owner, os its duly authorized a exit, hereby
�.dtotha , iirel�ad-with #hoo�'fe,�ed �+1rr�s `\ \ \ I CRITICAL SLOPE PER ALBEMARLE COUNTY GIS -SLOPES
f party \ \ \ GREATER THEN 25% - APPROXIMATELY 5,860 SF TO BE orflhc rnqurstrd tenoning And is is acknowlmiged that \ \ \ I
\ \ \ I DISTURBED. NO DISTURBANCE TO BE DONE IN 11 \I I �° I DASHED LINE INDICATES EXTENTS OF SAW
\ PRESERVATION AREA , i II I
CUT &MILLING OF PAVEMENT WHERE
an tilt reviscd PIAn enti#led,-GeltuaI DEvvlopment
d tke ``plan'° lrpstallation of tht bicyete \ \ `\ \ I y\ 111 I / 11' - III I APPLICABLE. PROPOSED PAVEMENT WIDENING
1 1�{arre to as \ I 1 I I o ° IN ACCORDANCE WITH VDOT STANDARDS.
upanGy tot' NE 01414 ELLS to be erected n tho property- \ \\ I �\ I11 I 1-� I I I 1
°
LEGEND:
riith tliz dimensions as follows: vino foot (9') - widt \ \ \ h� I I 11 I I �Q
Ale bun ihe1xr sh4l be eornpieu priarto Ott- \ \\ I \ %\ \I 11 I � wm � I
I on the property. if 1 T mid the C-panty
I \ I \ GIS CRITICAL SLOPES >25%
ar prior to frnal site plan sippLroval, than apon the \ \ I 1 \\ 1 J1 WM \
'.purity transporwioaplan>�et.', and uPQnwritten \ \ I TMP 6CF-1 �- �� I .r \
DYNAMIC INVESTMENT
:af b nch in the wlected location at its sale expense, EXISTING SANITARY I 1 �n1 3 ONVIIIIIIIII
It Ownorslzall rompiaip construction oftha shelter SEWER & EASEMENT I CAPITAL ENTERPRISES 1 �cD aWawa
ZONED: C-1 �° I \ ,,� PRESERVATION AREA
USE: OFFICE BUIL 1 �� +� ° I 1 \ \
inimurm of'C4r�ed"(OF "MOLIstrat&dtothe PROPOSED 1 � � � � • �� I � 1---------'�/
1 ° °
�iigi�letorTwive,such aertifitation) underthe �.EW- it 1 ♦ ♦ 1 wo 3 \ 1 \
- Renovations, Yens 22 (fiber 2005) cr the SANITARY — ` - �-
\
1 \ CONSERVATION AREA
it, Vcrsion'2.0 (July20066 .as gplicably ( ie a ly, CONNECTION \ I ♦ ♦ / IF BEN
e btril lm permiit for any pmpo d I .R1:T7 carnpliant \ ♦ ♦ ♦ )
y Deveiopmern a canitication from aLEaaD rerfifGd gg,���'' � S ♦ 0000
♦ / / / I 1
1 11 \ ®®®®
liul;pians, is designed to 04hIavethe Mmimu� �e ���' S is ♦ ♦ / / // / I II II EXISTING SIDEWALK & CURB TO BE 111 \ ®® 23C ®®® SOIL BOUNDARY
o Owgar requeAts a wrtEfi;ca5 of wnupancy for any �M�N� N /♦ ♦ / / / 11 \ I 1 \
� � R
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 14'44'06" E
14.39'
L2
N 77'42'45" W
4.50'
L3
S 15'21'39" W
10.20'
L4
S 82*18'27" E
5.22'
L5
S 38'50'59" W
79.63'
L6
N 6412'41" W
166.59'
L7
N 10'52'19" E
210.70'
L8
N 80*05'19" E
143.39'
ieate, the OwnoT shall submit to the County's Dimetor __ i EP- y M 11, W. , I I ° I EMOVED FOR ENTRANCE CONSTRUCTIO(`1 1
'lat thr, bad'mgwas bviit to �e plans � wic}1 the � � 20 ������ ' �\ 5�a' b SMH -_I / / / / _--I-----)
ac er a it provid I: a copy of theI. aED Oj " I / _ _ I ° I \ \ \ \ 1
�+iiltin arse i} Yalu after the date the cert�cats ef' S I IF 6 PRDS - f a 11 1 20 0 20 40 60
/ ♦ I „ I _ �` I I ° SAW CUT ALONG DASHED LINE 1 \ 1
+ 10 CHRY _ ��� I �1_r
1
anand preservation Areas cn the prupet . TheOwnffr , , I DRAINA EASE EN /PROPOSED I ° SCALE: 1 =20
- I_E_X._15----- GE, �I +' � ° CRIT CAL SLOP PER 1 11 1 \ \\
p]aoemet�t s#Is3l be- two (2) try of sirmil su spnies or _ _ I SITE I 1
all be in;cord with alefrn6 I dsrapePlianfor _ — _ ,� I / !OAif� � \ 60POPI ENTRANCE I ° I I ALBE ARLE CO NTY GIS\
tie trees with ill the cpumrvatioo A� eas EhalI ba
� � I 5„0 K
laced inust he in excess Of 12-1 dbb zmd shall be /- I I 1 \
less than 2.5" &* aS defrmined'by 04 County's ♦ I I I \ I \ \ \ 1 111 \ I \ \ J ® I
t I I\ 0 O+OA (+ j `\ I
1 I 24"PINE 8""--MPL + 1
R
1 I \ I
^ \ 1 I I 18"P�� ` 18" I /
a1 X I 'l2 POP /
1 I /
Devisors 1 I 24"PINE I + + ( +
I1 1
XLij
+ I 1 8"OAK 1.05 ACRES
1 I
�1 I 18'+INE 118 POP 8"OAK I I 1 / SopnatuC4110n� rlev� � + I � I �"POP 12"PINE MIN. 9.63' ➢1 ,\ \ / I I
01 X 8'1PIN I BUILDING CORNER
I /
1=1 I 5"PIN I \ ++l PO + SETBACK �1 BEGIN CURB &SIDEWALK DEMO
+ 10"POP 1 + I I \ 24"POPI I + ZMA2006-14 �1 / \ I ��Q ® // I
\ 1 I l r + 1 I
INEI 12»bAK I l ) 30;P0/ 30"POP
18"MPL I + 01 I 10' OP + I / / 1 � _ \ 1 � / ` I \C
I
15"POP ` I 110"MPL � + � /1N�1 �
1 24"PINE I W i CP
-' --- PRESERVATION + `\ G \
\ I \ X 10"POP AREA I 1 I LOC 1\ I \° o �\ \� J\� 1 `\ �I� I\ ssa
1 I 0 c, °�\ \ 1Z. (i 1 \ \ \ (SC4L TYPE \
\ I 1 1 \ / /
----___ \ \ I \ \ 1 0 15"CHY I I I \L0 \ �X SASS IQ cy)I---
\ \\ \\ \ II \ \ x10"CHRY 1 » \� I I - �0
C>
+ ;� \\\\ a� 20"MP
\ TMP 6QQF-2 \ 24"CHRY I 18"MPL l 18 POP
GEORGETOWi�\I GREEN \ ++ 8"MPL I + I I/ \ \ \ MIN. 15.22'—
\ \ \ ZONED: 6 1 10" CH III 1 \ \ BUILDING CORNER \ IN J — °—
\ \ \ \ USE: RESIDENTIAL > I mI/ I I I SETBACK��\-------------
\ \ \ \ \ \ I COMMON AREA / 12"P o I / I ZMA2006-14 II�oP1 + 1 1� MPL +( 10„
\ 4,�\—
\ EX. CHAINLINK FENEE� 1 + 0„ OF� I� Q' I l 1 EXISTING TREES IN BOLD
6» P0; 0"FIOP m 1 LI l 8"/MPLI i TO BE REMOVED (TYP) \ \5,22 IRA is °
I
(m J + BOX 1
++ I „ N 8"OAK f � 15.
f 1° a \\ BENCHMARK \ 1 I \ \ ® \\
�8�OP ( I 8 SIiC 0 POP 1 I 1 ° TRAFFIC BOX—
�' / 8„OAIK \ 1 °1\ ELEVATION=614.7T
ING CORNER
x + / } �Z� \,eG 2„PO + 0 MIN. 21SETBACKL ZMA2006-14 \``I 1 a °
\ \ \ \ 20"POP '� 1 2\�<0 + I ) „ I °
l \ \ w + / I �n moo„ 2 ,POP + 12 LOC I 1
1
x _ / I + 2 MP (DEAD) / I EX. 15' RWSA EASEMENT 1 ® 65C \\ 11 1
1 + 7 � 12'�PO I (SOIL-T�fP� 1 \
12' PoP I / / I / II a 1i MIN. 13.47' DB 466 PG 246
8„POP I 2p / 1
/ / I ` » I I 2 0"M 2"LOC BUILDING CORNER +
\+ + e SETBACK 24 MAP ?l. �, \ 1
R�P6 \ DEAD) I Ia ° I EX. V/W VEPCO EASEMENT " ® 11
IO I / ZMA2006-14 I / +SIGN / DB 466 PG 246
CH 9
AK / * ! 1 P " "MID \ 12"1-0 f f , STOPU H POLE__---
OLE 1 ® \\ \I
18" AK „ „ 24 OAKX4 / I '� +4 9
4POPS on Y 2t0
+ � \ / 8"POP . „ � 8 ` � \ \
♦ '� / / / POP �2 PO � , . <'�`� ,A�,�
8 MP c / 1
" 20 SYC \ I / FP ti / °
36" OAKX2 15"POP + 8"P P
8 POP 1 I Q
10"MPL ' OAK \ " nS 1,2" �� / / / Q►
/ 6 CHRY 8 (DEAD) �� / / O ® ® \
EX. 12 ACSA1 EASEME T I \ / i` � � i 2"MPL I "
\ 10"MPL / \ 12 OA 12 P1�IE ���/ a
DB 440 PG,901 �6 / \ \ ,/ h / ° /Q G •(� I ® \ \
/ / / / / / / / / ♦ I I Co2, ++ 12"CHRY /} °/ `T a� Ij
NSF 0 \\ POP a\ `'�I^�
TMP 60-76B ♦ I I I\ ) I °/ ° %VO �` �c` ® ®
\ w G a 27B
MICVAEL & MELINDA / Io
SPRINKEL I I \ X (SOILTYPE)
/
ZONED: RA I I w / /
USE: RESIDENTIAL �I „ + i w / #tl
�
go f
NOTE:♦ ♦ ♦
EXISTING A. THIS IS
A CRITICALCSA WATERMARNI AND CARE 1 1 PROPOSED / ♦ � ♦ ♦ ♦ ®
SHOULD BE TAKEN NOT TO DISTURB,-,♦ I WATER / / _ ♦ ♦ ♦ ��Q`� ® I / / �/ / I \ 1,
THE LINE DURING CONSTRUCTION. _CONNECTION
EXISTING 12' ACSA EASEMENT TO // EX. 12' ACSA EASEMENT
BE VACATED. NEW 20' ACSA / DB 440 PG 90 TO BE VACATED
VACATED
( EASEMENT TO BE CENTERED OVER _ _ I
1 ® \1
PIPE.96
�, // — /ice//� / � \ ®® �—��
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 0037'30" E
C7
64.64'
265.00'
13'58'33"
32.48'
64.48'
S 04'19'46" E
C11
97.24'
1696.02'
3*17'06"
48.63'
97.23'
S 12'57'35" E
C13
22.01'
60.00'
21*01'16"
11.13'
21.89'
S 04'21'31" E
LC1
23.84'
60.00'
22'45'58"
12.08'
23.68'
S 27'29'12" W
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Jimmy L. Taggart
Lic. No.
22841
04/22/2020 14V
S"SIONAL F_1111,
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DATE:
10-25-2019
SCALE:
1 ":20'
JOB:
19.0125
SDP-2019-00062
SHEET:
OF 12
r
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BOUNDARY CURVE TABLE U a
ilE � I I
-� Curve Length Radius Delta Tangent Chord Chord Bearing "' 0
" o0VTRnJJWTs I 8' SIDEWALK PROPOSED ALONG THE LENGTH C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E
N �
OF THE PROPOSED 80' TAPER LANE C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04*19'46" E N
�tf�t I rn m sa�es��rar:
C11 97.24' 1696.02' 3*17'06" 48.63' 97.23' S 12'57'35" E W Q 0
_ I I CONNECT TO EXISTING CURB Z Z O
FOOMMOMM BE"s ' I I C13 22.01' 60.00' 21*01'16" 11.13' 21.89' S 04'21'31" E 2 @
C17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W v�I > O
p o Jz
LEGEND: BOUNDARY LINE TABLE Z OV i Q
I I II N Q
80' PR POSED I Line Direction Length � �I CC y w w
k�,,�a,{.a �,,, I oz RIGHT RN TAPE I GIS CRITICAL SLOPES >25% Q C) O ,
L1 S 14'44 06 E 14.39 p� Q J N
1 I of -4 Z cr N
I) Compact To Min 95% I °a I > \ � � � ` LO
1 I L2 N 77'42 45 W 4.50 y 2_
sro„dardPfvovrbentiry CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER I fZ N r, p rn
THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO ! TM 60E-1 a CD I I - go y PRESERVATION AREA L3 S 15'21'39" W 10.20' �� , c�
DISTURBANCE TO BE DONE IN PRESERVATION AREA DYNAMIC INVESTMENT f+ Q y�
CAPITAL ENTERPRISES . , L4 S 82'18'27" E 5.22' pQ CO
ZONED: C-1 ow �j LU p
ROSS SECTION � SEE SHEET 2 DEMO PLAN FOR EXTENTS OF � , U. 2 Ir X
RETAINING WALL 10 MAXIMUM HEIGHT. SEE USE: OFFICE BUIL ING -��� A SAW CUT & MILLING OF PAVEMENT. CONSERVATION AREA L5 S 38'5059 W 79.63 ^ �� LL
Q
RETAINING WALL PLAN UNDER SEPARATE I _ 60 � 4 PROPOSED PAVEMENT WIDENING IN L6 N 64'12'41" W 166.59' W cc cc OJ
COVER, BY OTHERS. SEE NOTE 4 THIS SHEET. \ ACCORDANCE WITH VDOT STANDARDS. a W w o
--TION RAILING LENGTH APPROX. 56'. POST EVERY 7' ' - IF 9.2 L7 N 10'52'19" E 210.70' y Q CO H No
a� ,00 ♦ rL01 I MANHOLE TO BE LOWERED TO PROP. GRADE LL8 N 80'05'19" E 143.39' p
THERS, a - S � _ ADD TRAFFIC RATED COVER W � �
DETAILS �P s w / L8 I I 11 �_ �
FN 2 --+— 2' OFFSET FROM TRAVEL LANE
�i00
I .I ' ' I _ 20 0 20 40 60
8g' 6as� �- �3� PARKIp60F I �S� PAINT I Z z
x jam- IF \ I _ � FCOL ^�q Q_ CG-3 I I 1 I SCALE: 1"=20' W
lt O _ .
N 3R-1— �`� RIGHT—IN/RIGHT—OUT
I I ENTRANCE MEDIAN I I NOTES:
W
� _ 1
�- 1 I II 2'R ` to I 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE
97 1 1 1 I CORRIDOR SHALL BE ELIMINATED.
,� / I I I `� ` �s• I N 2. PROPOSED SITE ENTRANCE TO BE RIGHT —IN & RIGHT —OUT ONLY
�♦ �/ 1 I \ , �; , �' 1 I 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY
1� 1 \ 1 1 OTHERS.
FH I o I 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRIAN
SAFTEY RAILS AND/OR VEHICLE STOPS WHERE APPLICABLE.
x 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER
1 I I I I v I —ovERHANc I o MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE.
I I+ � I I I
I I \ z I 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE SHOULD
BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING z
12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE
r 11 °• ' - CENTERED OVER PIPE.
�1 x I I I I I TMP 64-3 9x16 I • . OS \ 63, MINIMUM 9.63' BUILD —TO CORNER SETBACK PER ZMA2006-14 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE Z W
�1 I \ I 1.05 ACkES (I (?) _ _ — 9 \I 0 0
U-1 I I I I 1 I — — — FDC •' I 1 CONNECT TO EXISTING CURB - LANE.
01 x I j II I I PAINTED I I • \ ° • ( 7. A KNOX BOX WILL BE PROVIDED —LOCATION TO BE APPROVED BY THE
I t= I 2' OVERHANG I 16 I STRIPING FIRE CODE OFFICIAL.
I1 I 1 PROVIDED I I O I UNDER I I `i• a 1 8. THE 6—INCH BUILDING COLUMNS IN THE PARKING AREA UNDER THE
/ 1 x I 1 I I I BUILDING I I 9 °I 5 \•' \ BUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PARKING Z
W
\;\ 1 1 1 BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALE FOR
x /� I II III I I �1 �•\\ _ \ I '1 ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS,
SUBMITTED BY OTHERS, FOR MORE DETAIL.
1 x 1 I / II I I, I I 9'II o
I 1 I I I I I BENCH I I (TYP) PROPOSED \ ;, �'\ (�\� Cn ` 11 0
I 1 I PRESERVATION �-- I I 1 I 3 s10RY I, .\ • �\ G 1LU
I 1 x I AREA I \ I 1 BUILDING BUILDtN5 \\ II .< 1:zo��\ �LL
FE 6 v•\\ Z �0 1
I I I COLUMNS I o
I 1 x I I I I I 1\ (TYP) I
I 1 I I I o I I \ I z� \ I ,�\\1 Q\� O I 11 0
I z
II TMP 60E-2 1 x I \\ m
I GEORGETOWN GREEN v d I \ �_ \ p' 1'• •\ \ \ 1 1 vTx of
I ZONED: R-6 �I \ _+ I \ 9 ,
USE: RESIDENTIAL 1 I I p I Ln a ADD 9' CONC. SIDEWALK 1 r�
I COMMON AREA / I x I ml I � \ I • <I ''\\ 1 1 ��o
�I I ���
(2) PICNIC TABLES \
1
EX. CHAINLINK FEN-EL� x I JI 1 II I I BUILDING a°910 \ II '�'rRA Fic• \\\ I Jimmy L. Taggart
C7 \ , Lic. No.
FACE m 15122 ,BOX MINIMUM 15.22' BUILDING CORNER f 22841
x of I — '\ BENCHMARK �0 04 22 2020
\ 1 \ NI 156, , to ' . �1i TRAFFIC Box SETBACK PER ZMA200, 14 ��Ssl ovnL E�6l
1t \ ELEVATION=614.79
12" ASSUMED \I STAMPED CONCRETE
INSIDE FOOTER II • • ,\I 1
1 I I \71) 1 / / / I U" •\• . 1 1
a.
NEW 20' ACSA �
EASEMENT 1 I I/ / 13. 0 2 1 ��
v A I I �� / � r7 '<•�
I N� \ LIGHT POLE �w . < MINIMUM 21.85 BUILDING CORNER SETBACK ZMA 2006-14 J
(TYP)
STOPLIGH POLE
CY z
♦♦ I / \ 5 / 4' P�� / / �. NEW 20' RWSA EASEMENT I 0 W w
/ d, .
Q >
♦♦♦ I \ < �02k2 , // ���/ o 10' MIN. PARKING SETBACK J w Z
♦ I \ \ S�°q��Nl� / �' Q� / • '/ = Q J p..,
♦ �. \� T EX. VEPCO EASEMENT DB 723 w E,
LL 2 �::)
♦ � � � v 1 /r ./ % �1 U) m
Q
^IpP' _
LL z
TMP 6076B ♦ �� �� O ` / O
MICHAEL & MELINDA ♦ N •a/r'w�i ��� i U
SPRINKEL ♦ /
ZONED: RA ♦ / WM
USE: RESIDENTIAL ♦ , w
♦♦ RETAINING WALL 6 MAXIMUM HEIGHT. / � �
SEE RETAINING WALL PLAN UNDER//�,
��'�r,♦ SEPARATE COVER, BY OTHERS. SEE UP
S ♦ NOTE 4 THIS SHEET. / ACCESS WALK TO
o�, MINIMUM 13.47' BUILDING CORNER INTERNAL STAIRWELL ''
Fy♦♦ SETBACK PER ZMA 2006-14 00 00 00
� � era ri ri ors
DATE: 10-25-2019
SCALE: 1 ":20'
JOB: 19.0125
SDP-2019-00062
SHEET: OF 12
Rivanna Water & Server Authority (RWSA)
General Water & Sanitary Sewer Notes
Last Revised: April 2016
1. All materials and methods of construction shall comply with the latest version of the General
Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015,
except as modified below or modified in special notes.
2, RWSA shall approve all construction materials and methods of construction. A preconstruction
conference shall be held with RWSA prior to the start of any work.
3. The contractor shall he responsible for notifying Miss Utility (1-800-552-7001),
4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shaII he notified three business days
prior to the start of construction.
5. All work is subject to inspection by RWSA staff. No tie-ins to the existing systcm shall be made
without coordination with and the presence of .RWSA staff. No work shall be conducted on
RWSA facilities on weekends or holidays without special written permission from RWSA_
6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the
existing system. All doghouse manholes must be pressure -tested before a connection is made to
the system.
7. The location of existing utilities as shown on the plans is from data available at the time of designs
and is not necessarily complete or accurate. The Contractor shall be responsible for the
verification of the Iocation, size and depth of all existing utilities, both surface and subsurface.
The Contractor shall immediately notify the Engineer of any discrepancies between the plans and
field conditions. The Contractor shall use due diligence to protect all utilities and structures from
damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be
repaired by the Contractor to the original condition at no additional cost to the Owner.
8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without
special written permission from RWSA. No grading shall be permitted in the RWSA easement
unless permitted otherwise by RWSA in writing.
9. No blasting shall be permitted within 100 feet of RWSA facilitieg without written permission and
RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey
may be required. For blasting within 100 feet of any operative RWSA sewerliucs, bypass
pumping and/or pre, and post -CCTV may be required. RWSA may also require certification
from a licensed professional engineer stating that the proposed blasting will not damage any
RWSA facilities. Damage to any utilities due to blasting shall he repaired by the Contractor to
the original condition at no addiiional cost to the Owner.
10. The contractor shall observe minimum separation requirements for utility crossings. When a
crossing is made under an existing facility, adequate structural support shall be provided for the
existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the
springline of the existing pipe.
11. New water main installations shall be pressure tested, chlorinated, flushed and have water
samples approved prior to making any permanent connection to the public water system.
Approved methods of filling and flushing new water mains will be required to prevent any
contamination of the public water system.
12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into
service.
13, No permanent structural facilities will be permitted in the RWSA easement. This includes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
14. Trees are not permitted in the RWSA easement.
TYPICAL SECTION OF
UNDERGROUND DETENTION SYSTEM
NOT TO SCALE. SEE VSMP FOR MORE DETAILS
1.5" SM 9.5A
1.5" BM 25.0
6" VDOT 21A
15" WELL COMPACTED CLEAN FILL
GEOSYNTHETIC NON -WOVEN GEOTEXTILE
12" CLEAN WASHED #57 STONE
42" ADS MC-3500 STORMTECH CHAMBERS (OR
APPROVED SIMILAR). PLACED FLAT ON STONE BEDDING
(0% SLOPE)
l 12" CLEAN WASHED #57 STONE BEDDING
WELL COMPACTED CLEAN FILL PER
I 1
I 1A I
1�\ZN I I
C)
\ wcl- II�A'A I I I
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00'37'30" E
C7
64.64'
265.00'
13'58'33"
32.48'
64.48'
S 04'19'46" E
C11
97.24'
1696.02'
3*17'06"
48.63'
97.23'
S 12'57'35" E
C13
22.01'
60.00'
21*01'16"
11.13'
21.89'
S 04'21'31" E
C17
23.84'
60.00'
22'45'58"
12.08'
1 23.68'
S 27°29'12" W
o 80' PROPOSED
\ I 1
' A RIGHT T RN TAPE I LEGEND:
� N v °O I I I GIS CRITICAL SLOPES >25%
\ CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER l \\ I 1 0_ a wM
I
THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO I TMI 60E-1 NwSW .•
DISTURBANCE TO BE DONE IN PRESERVATION AREA DYNAMIC INVESTMENT �CD
W 3
CAPITAL (ENTERPRISES W,�o A a so 1
\ ZONED: 1 z W- so \ 1 PRESERVATION AREA
RETAINING WALL 10'\NAX. SEE NOTE 3 & 4 THIS SHEET I USE: OFFICE �UIL IN G *w- ♦� at. A 1
\ \ I 11 - 4 .3 \ I I 1
A'.
/ CONSERVATION AREA
100000
I \ 1
�BW
00 Ix
_ I
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 14'44'06" E
14.39'
L2
N 77'42'45" W
4.50'
L3
S 15'21'39" W
10.20'
L4
S 82*18'27" E
5.22'
L5
S 38'50'59" W
79.63'
L6
N 64'1241" W
166.59'
L7
N 10*52'19" E
210.70'
L8
N 80*05'19" E
143.39'
\ \
��tt. � �' � � .I • A'I. 1
TW 609.0
BW 599. / ____-- I I I I 1 20 0 20 40 60
II � -_-f
1 - � 3 GATE VALVES, TEE CONNECTION
�1/�4T \ SI NT _ - I I
r A _ -_ � �� I �■ SCALE: 1"=20'
�4 \ DAB E f - I 12" x 6" TS&V I 1
15__- CO II 20' WIDE ACCESS 1
4"OAKXy--\I Tw EASEMENT I �' \ \ \ 1 NOTEVISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE
PROPOSED SANITARY LATERAL CONNECTION. CONTRACTOR + I PROPOSED FHA N Q
IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING INTO k� I I "0 K I\ -r I I CORRIDOR SHALL BE ELIMINATED.
MANHOLE TO SCHEDULE AN INSPECTION ONSITE ' » 11 I I I & 20 EASEMENT
I 86 o K I _ _ - - - - I _ 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & RIGHT -OUT ONLY
o \ / \\ I \ I - I FH I\ 1 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY
\ \ t \ O+OA + \ I r I o I II \ f (� \ 1 OTHERS.
\ _ 1 r 111, I I I _ -� 1 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRIAN
x II 24"PINE 8 MPL 1\ II JI I ��.^ SAFTEY RAILS AND/OR VEHICLE STOPS WHERE APPLICABLE.
\ - - - 1 I 1 \ I 1 I' • I \ 1 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER
x I 18"PT 't2"POP 18" A / I FDC I I \ 1 1 MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE.
6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE
SHOULD
24"PINE + + ( / I j� I I I BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING
\ I ('�'� I '
\ `\� " +8"oA\ II 1 • ' OS \ I 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE
18
N 18'+INE 1"POP I „ I _ 1 CENTERED OVER PIPE.
\ \ I 1 I I + 8 OAK
�x I I I 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE
I I
18'1PIN l I I
F= 5"PIN LIGHTS TYP c I ` = LANE.
1o"POP I + TM P / 60E- 3 1 ,I I ( ) I I 7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE APPROVED BY THE
1.05' ACRES'�PI ' 30 �o /' I 1 � \ \ FIRE CODE OFFICIAL.
/ 1 INEI 191AK 1 s,L ) / I I 8. THE 6-INCH BUILDING COLUMNS IN THE PARKING AREA UNDER THE
`\' 1 I + ROOF DRAINS DISCHARGE TOWARDS BACK I I SANITARY CLEANOUT \ 1 \ _ \ I BUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PARKING
18"MPL
\ 1 R \ OF BUILDING & TIE INTO UNDERGROUND I MIN INV ELEV: 591.6 FOR i I : • ��� \ I\ \ \ STORAGE &WILL NOT CROSS VDOT ROW. BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALE FOR
2.08% TO EX. MANHOLE -
\ 1 I "1 NC SAKI I__0 1 \ I ' • '1 o Q \ I ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS,
\ \ 1 PLEASE SEE ARCHITECTURAL DRAWINGS 6 �s I poSED SUBMITTED BY OTHERS, FOR MORE DETAIL.
I ` 1 24"PINE ,� 15 FOR MORE DETAILS s
I 1 I ., awl w �Cl�
I PRES VATIO I P 3o TORY 1\ G \
I\ 1 x P I I I
10 POP o / AREA I II I I __ 1 BUILDING \ I ' <I. "�\
\ 1 _ 1 I E_615.8 I I U \•��11� \ \
1 1 FF I I \ \�
GEOTECHNICAL ENGINEER'S SPECIFICATION \ I \ I I 20"MP I \ " ) / / ' I 1 I I BFE_605.8 I I .�'r �, \a\ L Q r -n I 1 \ \ i �/ \
/
Projer-L
Hydra ulic [*kv Bu ill1ing
Qrcypancy
B Bminess
Occupants
100 gross
Wr.-dale
I per ;15 for first 51Q, I RPf 50 for ner► i*16pr
Vw&fernale
5allne
Lavatorres•rnale
1 per 40 for first 80; 1 roe{ 84 For rernaw der
LaMiI�Female
same
TuShaowers
tl/a
Service Sink
1 poty h.lildlrr,g
\\ I \ I x \ I \ 15CHY I f I o I t I I I I,' 1x•�1 'O� O I 11 \ \/
\\ \ \ 1 \ 1 + \ I \I + I\ \\ \\ N 1 '1 I 1 \\ I .a • 1 �' �\ Q �^')-PP
\ \ \ 10"CHRY I \ ' \ 1 UNDERGROUND DETENTION I 'I < `I ~
\\ \ \ II GEORTM I GETOW F GREEN 24"CHRY x+t 1 I 18'+PL I ' \ \ \ ti I j SYSTEM TO BE ADDRESSED I . _ •\ \ 1 ' l
\ 8 M/ / \ \ \ 11 I I ON VSMP SUBMITTED UNDER
\ \ ZONED: � 6 `' 10" C YI \ 1 I SEPARATE COVER •�\ I ' \ \ \ -
\ \ I USE: RESIDENTIAL r Q I \ I t I I •'\ n-= NEW 20' RWSA EASEMENT
\\ \ \\ I COMMON AREA 12„CD 00
P P 'I 1 w' / / I 1 I i\� '•,•\1 'p��-\ I \ lit \ \\ ---- I
\ \ / + I 13„MPL +( 10 'I� I / / I 'i _ 1 I 1 \I -
\ \ \ \ EX. CHAINLINK FEW 1 0 Oq i� ) zl I l / DI 3B 1 I - - -
\ \ �1 „ m / % » I I ' L=8' I 11 I I \ I '<•TRn Ic �\ \ I ',-------- _
J /
6 P0, ++ 0 f�OP o ! 8„OAK I rml � 81'MP� I I ; TOP: 6103.80 1� I I I \\\\ 1 aoz <; • 11
+ J ENCHMARK0/_-8�ZOIP j"Slc TRAFFIC BOX
'11
\ \ ----------f 8»OA\ELEVATION=614.7T
x 10' PARKING SETBACK 2PO
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Jimmy L. Taggart
Lic. No.
sv1
P22841 0�, 04/22/2020
s'SIONAL Y"�
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DATE:
10-25-2019
SCALE:
1 ":20'
JOB:
19.0125
SDP-2019-00062
SHEET: OF 12
CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE:
CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND
ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL
APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL
ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES.
FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD
CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIRECTION.
2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL
(ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS
(ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS
MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY
DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE.
5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS
SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS
FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)
6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING
DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF
THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE
CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD
CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS
OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS
RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE.
CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR
TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS.
CC-12
GENERAL NOTES*
1_ THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHA" MEET THL REQUIREMENTS
OF SECTION 504 OF THE SPECIFICATIONS FOR CG•12 DETECTABLE WARNING SURFACE.
DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS
APPROVED PRODUCT LIST NUMBER 72,
3. SLOPING SIDES OF CURB RAMP MAY 13E POURED MONOLrTHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION .JOINT WITH REQUIRED BARS.
4. REQUIRED BARS ARE TO BE NO-5 X S" PLACED VCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, WD-DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER lV2
5L ROA13WAY CURB I CURB AND GUTTER SLOPE TRAN&TIONS ADJACENT TO CURB
RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER_
6- CURB RAMP5 ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF
THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN
CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH
OF THE SHARED USE PATH.
7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH DF THE
CURB RAMP LANDING FLOOR.
8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD
NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC.
8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PI=RPENDICULAA TO THE CURB.
10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH
THE BACK OF CURB.
11. WHERE CURB RAMPS INTERSECT A RAVAL SECTION OF CURB AT ENTRANCES
OR STREET CONNECT€DNS THE DETECTABLE WARNING SURFACE SHALL HAVE 5'
A FACTORY RAD5 US 4R BE FIELD•MOQWIED AS RECOMMFNKO 9Y THE
MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06
NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK 4DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) .
DETECTABLE WARNING SURFACE (ARFA IN SQUARE YARDS)
EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
rSIDEWA4:1 MLKLK7r RAMP 121 MAX
8
45
10.1 MAX
TYPE A
PERPENDICULAR
MIN
1x�
12:1 MAX ----
TYPE B
PARALLEL
5
12.1 w1Ax
AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS.
A.vs
Al }j, , F" THAN
PAVEMENT
EDGE OF PAVEMENT
AT * Y , SAME AS TDP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOME In
6"-2.i" C-C
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6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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DIAMETER
g q 0 0 00 0 0 0 0 0 O 0 0 0
DETECTABLE WARNING
o
AT BACK OF CURB
SEE NOTE 11.
K9.9 -1.a
BASE DIAMETER
_ VARIABLE FULL WIDTH OF RAMP FLOGS
PAY LIMITS
DETECTABLE WARNING
TRUNCATED DOME
INSTALLED ON A RADIUS
DETAIL
DETECTABLE WARNING
DETA3L
XVDOT
ACOPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SPECIFICATION
C G -12 DETECTABLE
WARNING SURFACE
REFERENCE
ROAD AND BRIDGE STANDARDS
(GENERAL NOTES)
VIRGINIA DEPARTMENT OF TRANSPORTATION
x05
502
504
SHEET 1OF 5
REVISION DATE
04/19
204.01
C G i2 A
05 DOWELS, 8" LONG
AT 12" C-C 5k
121 MAX_ d
r
N
�TIBLE)
iSA
TRANSITION GUTTER PAN SLOPE
TO 201THROUG1,4 RAMP LENGTH
5'-01, MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48
20=1 48 :1 M
rI�N. SECTION A -A
DETECTABLE WARNING SURFACE PERMISSIBLE
CONSTRUCTION
JOINT R
SECTION IB-B
,NOTES
1. FOR GENERAL NOTES ON THE DETECTABLE WARNNG SURFACE,
SEE SHEET 1 OF $_
2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,
REGARDLESS OF THE SLOPE.
3. GUTTER PAN SHALL BE A MAXIMUM SLDPE OF 2011 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
N FEET
411 CURS
6^ CURB
0
4
5
7
5
7
2
5
8
3
5
9
4
$
12
5
10
15
6
14
15
-kVDOT
ROAD AND BRIDGE STANDARDS
SHEET 3 OF $ REVISION DATE
204.03 04/19
-
CONSTRUCTION
JOINT
�..tW
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TABLEI TRANSITION GUTTER PAN SLOPE _
TO 20=1 THROUGH RAMP LEHCTH _ 5'ms
R PAN MAXIMUM SLOPE 20-1 t
12:1 MAX. v'
WITHOUT BUFFER STRIP
EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT
LANDW 480 YIAX-
sLpvE
Y
1
CURS
CROSSWALKS°t
Lek
�
GRASS
C(M&ETE Ci1R6
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ONE DIRECTION
WITH BUFFER STRIP
CROSSWALK II
CROSSWK
TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSAL LARGERRADII
WITHOUT BUFFET? STRIP WITH BUFFER STRIP
A COPY of THE ORIGINAL SEALED AND SIGNED DRAWING ISON{�FILE IN THE CENTRAL OFFICE. SPECIFICATION
CG-f2 DETECTABLE WARNING SURFACE REFERENCE
TYPE 8 (PARALLEL) APPLICATION 105
502
VIRGINIA DEPARTMENT Oi TRANSF'OR i AI ION !�04
w CD II
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I CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER l
THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. N'Q
DISTURBANCE TO BE DONE IN PRESERVATION AREA \ \
RETAIIJ�G WALL 10' MAX. SEE NOTE 3 & 4 THIS SHEET
�$1 E)bSSMH
\ ♦♦ IF / Jk
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t
x I \
L1 x 1 1
� 1
\ 01
x \
TM 6�0E-3
1.05 ARES
x 11 \ Dco
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1 I \
--- PRESERVAT6
x AREA
1
I \
1 x \ \ I
1\ 1 \\ \I 1 I
5\ F _ 1 x
I \ 1
W GREEN 1 \ I I
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SID,�NTIAL 1 I \ \ \
x ► I
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/
x
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x /
x I
1 1 /
LIGHT P L
OVETEA
CANOPY
CONNECT TO
EXISTING CURB
80' PROPOSED
RIGHT TURN TAPER
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00°37'30" E
C7
64.64'
265.00'
13°58'33"
32.48'
64.48'
S 04°19'46" E
C11
97.24'
1696.02'
3*17'06"
48.63'
97.23'
S 12°57'35" E
C13
22.01'
60.00'
21°01'16"
11.13'
21.89'
S 04°21'31" E
C17
23.84'
60.00'
22°45'58"
12.08'
23.68'
S 27'29'12" W
GIS CRITICAL SLOPES >25%
PRESERVATION AREA
CONSERVATION AREA
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 14°44'06" E
14.39'
L2
N 77°42'45" W
4.50'
L3
S 15°21'39" W
10.20'
L4
S 82*18'27" E
5.22'
L5
S 38'50'59" W
79.63'
L6
N 64'12'41" W
166.59'
L7
N 10'52'19" E
210.70'
L8
N 80-05'19" E
1 143.39'
1 1 20 41 61
■ ■ ■ ■ ■
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NOTE.
THE EXISTING ACSA WATERLINE IS 2 - 609.0
A CRITICAL WATERMAIN AND CARE �/ / \ I ao ( 604.5(
SHOULD BE TAKEN NOT TO DISTURB
THE LINE DURING CONSTRUCTION. / / _ �� 1 I I \ / . • / �� t
EXISTING 12' ACSA EASEMENT TO E MICVA P & ELBINDA �� \ I I /( ,1/ / �' •ate/�j� '`d,
BE VACATED. NEW 20' ACSA / // ZONRI RAJa` '
I
EASEMENT TO BE CENTERED OVER USE: �SIDENTI L I I I I // \ // ••° / ,
PIPE. y / f ♦ I I I , \ / • • j PROP. 1.5" DOMESTIC
// �,� \ I I I 1 /• °•/ CONNECTION WITH 1"
�iTs►\ I I I P METER & OX i1040
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RETAINING WALL 6' MAX. SEE NOTE /'
\ ► / / / / 3 & 4 THIS SHEET
1 \
OTES:
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE
ENTRANCE CORRIDOR SHALL BE ELIMINATED.
PROPOSED SITE ENTRANCE TO BE RIGHT -IN 8c
RIGHT -OUT ONLY
RETAINING WALL DESIGN TO BE SUBMITTED UNDER
SEPARATE COVER, BY OTHERS.
ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE
HANDRAILS OR SAFETY FENCE WHERE APPLICABLE.
CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO
TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR
ON SITE.
EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN
AND CARE SHOULD BE TAKEN NOT TO DISTURB THE
LINE DURING CONSTRUCTION. EXISTING 12' ACSA
EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT
TO BE CENTERED OVER PIPE.
THE ENTIRE TRAVEL WAY ON THE PROPERTY IS
DESIGNATED AS A FIRE LANE.
A KNOX BOX WILL BE PROVIDED - LOCATION TO BE
APPROVED BY THE FIRE CODE OFFICIAL.
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Jimmy L. Taggart
Lim. No.
22841 v�
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DATE:
10-25-2019
SCALE:
1 II:20'
JOB:
19.0125
SDP-2019-00062
SHEET:
OF 12
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NOTES
1. PROPOSED SITE ENTRANCE TO BE RIGHT -IN AND RIGHT -OUT ONLY, THEREFORE ONLY LEFT
SIGHT DISTANCE PROFILE IS PROVIDED.
2. SIGHT DISTANCE REQUIREMENTS FROM VDOT APPENDIX F, TABLE 2-5:
2.1. SDR 5 LANE MAJOR ROAD (CONTINUOUS TWO-WAY TURN LANE) = 465 FEET
PROVIDED: 465 FEET ON PLAN VIEW ONLY
2.2. SDL 5 LANE MAJOR ROAD (CONTINUOUS TWO-WAY TURN LANE) = 440 FEET
PROVIDED: 440 FEET
3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED
TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE THE GROUND AS A CLEAR ZONE
TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS
SIGHT DISTANCE LEFT PROFILE
3.5' HT OF EYE
J
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440' REQUIRED
SIGHT DISTANCE LEFT
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LANDSCAPING PLANTS
AND TREES ADJACENT -
- - -
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TO THE SIGHT DISTANCE
TRIANGLE WILL NEED
--�
TO BE MAINTAINED IN
AREA BETWEEN 2 AND
7 FEET ABOVE THE GROUND AS A CLEAR
ZONE TO PRESERVE SIGHT LINES AND
ACCOMMODATE PEDESTRIANS
J
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11�4 'oAyTH OF i
Jimmy L. Taggart
Lic. No.
22841 ��
�_OA��,
04/22/2020��GS'310 N A', ��_
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DATE:
10-25-2019
SCALE:
1 ":20'
JOB:
19.0125
SDP-2019-00062
SHEET:
6 OF12
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NT
2" SM 12.5
EDGE DF FXISING PAVEMENT
{AS DETERMINED IN FIELD)
3" IM 19, OVERLAP
EXISTING ASPHALT LAYERS
PER SIGNED AND SEALED
TACK GOAT THE PROPOSED PAVEMENT DESIGN, ON 4"
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS LAYER OF BM 25
SAW CUT AND ENSURE = I I"G SUBBASE PROPOSED SUBBASE
EXISTING ASPHALT EDGE _ _ _ _ _ _ a _ _ _ _ _ _ _ _ _ _ _ _ _ _ MATCH BOTTOM OF
IS SOUND, TACK PER COMPACTED SUBGRADE EXISTING STONE BASE,
SPECIFICATIONS THICKNESS - 12" MIN
CONSTRUCTION JOINT DETAIL '
21" MAX.
® REMOVE ExISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WFTH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 11/r INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EX1571NG ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE :53
NOTES;
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDCT PROCEDURES AND BE APPROVED BY THE ENGINEER,
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR ZXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SWBSUREACE ❑RAJNAGE DF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSIW 11N THE PAVEMENT DESIGN.
3 A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THIC4<NESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 #z INCITES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY }REQUIRE THE MILLING DEPTH OF THE CKISTING PAVEMENT TO HE ALIJUSTED TO ACHIEVE AN ACDEP-rABLE PAVEMENT GROS5-SLOPE
AND EFFECTIVE SURFACE DRAMAGE-
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ETGINEER,
7- FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JCIN7S
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPEC FIG ATIONS.
vaaT ASPHALT PAVEMENT WIDENING
ROAD AND BRIDGE STANDARDS
SHEET 1 OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
503.02 VIRGINIA DEPARTMENT OF �RANSPOR,ArION
2016 ROAD & BRIDGE STANDARDS
5,.
P OP T
SURFACE
a a p
za Pop. Q.
ip W o- AAP P
N �•b Y•P
•tl . •� . BASE
P Do-
P a
SUBBASE
7"
NOTES.,
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI
IF PRECAST.
3. CURB HAVING A RADIU5 OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL, CURa3.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS
3" i13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH)
iN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE
WITH THE TOP Or A COURSE OF THE PAVEMENT SU8STRUCTURE-
OTHERWISE, THE DEPTH IS TO eF IF)" AS SHOWN- NO
ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A
DECREASE OR AN INCREASE IN DEPTH.
5. CG-3 IS TO RE USED ON ROADwAYS MEETING THE
REQUIREMENTS FOR C47;-7 AS SHOWN IN APPENDIX A
OF THE VOOT ROAD DESIGN MANUAL W THE SECTION
ON GS URBAN STANDARDS.
6. WHEN THIS STANDARD IS TO BE TIED INTO ERISTINO
BARRIER CURB. THE TRANSITION IS TO BE MADE
WITHIN 10' OR THE CHANCE IN STANDARDS CAN BE MADE
AT REGULAR OPENINGS.
XVD=
SON
STANDARD `t{I CURB
REF RENC
ROAD AND BRIDGE STANDARDS
VIRGINIA DEPARTMENT OF TRANSPORTATION
}05
502
SHEET 1 Or 1
REVISION DATE
201.02
2016 ROAD & BRIDGE STANDARDS
NOTE+WHEN A PEDESTRIAN ACCESS ROUTE
1 CRDSSFS A COMERCIAL FNTRANGE
THE CROSS SLOPE' SMALL BE 2/ FOR
A WIDTH OF 5 FEET.
SPECIFICATION
REFERENCE
315
CG-11
A 1 STREET APPROACH SAME SURFACING
GENERAL NOTES
(RADIUS TO BE AS
o G AS MAINLINE ROADWAY (SEE NOTE 3)
SI•?0WN' CN PLANS)
L
cn
I (RADIUS TO BE
AS
1, WHEN USED IN CONJUNCTION WITH STANDARD CG-3
OR CG-7, THE CURB FACE ON THIS STANDARD IS TO
l - i i
SHOWN ON PLANS)
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
G-2 6
CONFIQURATION-
isc�1-
NOTEG
2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
$ $ SIDEWALK
USED WITH THIS STANDARD -
SIDEWALK,
I
{SEE
w
NOTE 5}
I OPTIONAL UNPAVED SPACE
OPTI LINE
FLOWR/W
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED T4 THE
I~i}
LINE )EXCEPT AN-Y SUBGRADE STABILIZATION
_-�
---Zi t---
REQUIRED FOR MAINLINE PAVEME#J WHICH CAN BE
EXPANSION
4
-EXPANSION
OMITTED IN THE ENTRANCE-1
JOINT
I
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
_
SHALL NOT BE CONSTRUCTED BEYOND THE RJW LINE
NOTE: WIDTH "H" 2'-D" OR
ASc� MAIJE ROf�WAY
NLl
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON 7YPiCAL
5ECTION.
PLAN VIEW
ENTRANCE NOTES
5. WHEN T1IE ENTRANCE RADN CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MIAINLINF ROADWAY St OPE
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
10'PARAH6LIC CURVE (ENTRANCE ONLYS
WITHIN THE LIMITS OF THE RADIISHOULD BE
INCREASED TO 7". (SEE CG-13)
EDGE OF PAVEMENT OR
OPTIONAL FLOW LINE
$ MAX'
GRABS CHANGE ® � � �
D
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION A FLOW
a
(SEE
GE
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
- - - -
- NOTE 7)
THE ENTRANCE.
sx MAX.
®
D
7 THE DESIRABLE AND MAXIMUM) ENTRA4CE GRADE CHANGES
GRADE CHANGE
"D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
b
TABLE- THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
5' M1
20, MINIMUM FOR
COMMERCIAL ENTRANCE
INTERSECTION DOTES
8, WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE
® CONSTRUCT
GRADE CHANGES WITH A PARABOLIC CURVE,
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
SECTION A - A
OF THE VDCT ROAD DESIGN MANUAL. INCLUDING STOPPING
SIGHT DISTANCE AND K VALUE REQUIREMENTS.
S. OPTIONAL FLOWUNE MAY REQUIRE WARPING Of' A
4"
PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE
ACROSS THE INTERSECTION-
�" s
ALLOWABLE ENTRANCE GRADE CHANGES
a. rn 1" 1'
- - - I
GRADE CHANGE
CLASS A3
L
ENTRANCE VOLUME
€H.E.S.1
CONCRETE
p a 'a_
- ^ I
DESIRABLE
MAXIMUM
`
HIGH
MORE THAN 1500 VPD
0 %
3 k
MEDIUM
500-1500 VP6
5 3 X
e R
SECTION C-C
LOW
LESS THAN &00 VPD
sfik
1 8%
NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION XVDn`~i-
REFERENCE MFTHOD OF TREATMENT
itOAf} Al'+ED BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT Of TRANSPORTATION 07115 20104
P ro jest:
Date:
Street ( or section):
Testing Firm:
Testing Date(s):
Design ADT
Average Daily Traffic, or VPD
Present Year:
Design Year:
Growth Rate
Design ADT at Design Year:
Percent Trucks-
Design Traffic Vdume:
Design Pavement Index:
Flexible Pavement design Evaluation Worksheet VDOT Entrance Design
Project: Georgetown/Hydraulic
Georaetovvn Hvdraulic Professional Office Location: Albemarle county
?0-Apr-20
Office parking lot
(assumed fordesign purpose)
6.7
Surface
Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A)
Prime & Double Seal or Blotted Seal Surface
I me rmed iate
Asphalt Concrete (IM-1Aor 113)(Superpave IM-19.OA)
Base 1
Asphalt Concrete (BM-2 or BM-3)(Superpave B%25.0)
Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface
Untreated Aggregate (21A or 21 B)
Cement Treated Aggregate
Cement Treated Select Material, Type II, min. CBR=20
Select Material Type I & II, non -plastic, min CBR = 30
Select Material Type II, non -plastic, min CBR = 20
Soil Cement
Cement Treated Select Material, Type II
Cement Treated Select Borrow
Base 2
Untreated Aggregate (21A or 21 B)
Cement Treated Aggregate
Select Material Type I, non -plastic, min CBR = 30
Select Material Type I & II, non -plastic, min CBR = 20
Soil Cement
Sal Lime
Cement Treated Select Material, Type II
Cement Treated Select Borrow
Soil Support
Measured CBR
Results:
�
2
4
5
Date: 1-Oct-19
Description of Existing Use: Unimproved, Urban, Partially wooded
Description of Proposed Use: Office Building
Connecting Roadway: Hydraulic Road SR743
Functional Classification: Urban Collector
Desian Speed: 35 mph (Use posted)
)ns ITE Peak %AM %AM Daily AM AM AM
Code Quantity Units Period Rate in out VPD/per VPD Peak trips In Out Source
Existing N/a N/a N/a N/a N/a N/a N/a N/a N/a N/a N/a N/a
Current Proposed
Gen. Officel 710
1 9.376
1 KSF Net Office Space
1.16
1 86%
1 14%
1 9.74
1 91
1 11
9
2
a
0.0
a
0 _]
Measured CBR Average-
5
Future 0 a a% 0% 0 1 0
0.0 a o
Design CBR:
3.3
Resiliency Factor
1
Apposed Total 91
11 9 2
Soil Support Value
3.3
Estimated Splits
Total Proposed Thickness
Index:
1.0
Southbnd
100%
Right toward Rt 29 Southbndl
91
1
11
9
2
Northbnd
0°A6
Left-tum forbidden for this Project Northbndl
a
1
0
a
1 0
OK
Material
Equivalency
Mn.
Max.
Truck volume
Thickness, (h)
Value, (a)
Inches
Inches
(a x h)
0° (Estimated by RGA) Office parking lot only Southbnd
0
0
0
0
Northbndl
a
1
0
a
1 0
1.5 1.67
1.5
3
2.5
Existing Highway Traffic
O
O 84
O O
Source: Abemarle Traffic Date 2017
Highway: Hydraulic Road SR743
0
1.67
2
2
0.0
AADT=
23000
VPD
1.5
1.67
3
*
2.5
2&4 The Vehicles=
98%
or 22540 VPD
Directional Factor (D)=
0.6189
or 11935 VPD in referenced direction Northbnd
O
1.
6
�
.0
Peak Hour Factor (k)=
0.0981
or 2256 VPH
6
1.00 a
6
8
6.0
0
1.67
pr
6
8
0.0
Left Turn Analysis
0
1.50
6
8
0.0
1 Northbnd
lis Advancing direction
0
0.84
6`
8
0.0
Design speed=
35 Posted
0
0.60
6 F
8
0.0
AADT= 23000 (see above)
Peak Hour (K)= 0.0981 (see above)
0
1.00
6
8
0.0
Peak Hr. Volume= 2256 (AADT x K)
0
1.17
6
8
0.0
Advancing Directional Factor (Da)= 0.519 Percentage approaching site in direction requiring left turn into site
0
1.00
6
8
0.0
Advancing Volume= 1171 (AADT x K x Da)
Opposing Directional Factor (Do)= 0.4811 Percentage approaching site in direction requiring right turn into site
O
0.60
4
8
0.0
Opposing Volume= 1086 (AADT x K x Do)
Left Turn %= 0% Entrance is Rightin Right -out only
a
1.33
4
8
0.0
0
0.50
4
8
0.0
Using 1086
VPD opposing volume, and 0 Peak hour into site x advancing "K" factor
a
0.40
4
8
0.0
an advancing volume=
33a VPH is the warrant figure requiring a left turn lane
0
1.00
6
8
0.0
Therefore, A left tum lane is required (Ref. VDOT, See chart)
0
0.92
6
8
0.0
Left turn into the Site is forbidden for this project.
0
1.17
6
8
0.0
Right Turn Analysis
a
1.a0
6
$
a•a
soukhbnd is Advancing direction
PHV Approach Total= 1086 Peak hour volume approaching site in direction requiring right turn into site
Total Proposed Thickness
Index:
PHV Right Turn Volume=®(AM-in tripsfrom Advancing direction (see Estimated Splits above))
11.a
Using 10BB VPD approach volume, and 11 Right turns into site
No Right Tumor Taper is Required (Ref. VDOT, see chart)
However, 80'taper is proposed in accordance with the General Development Plan
ADD 9' WIDTH
PER GENERAL CONCRETE SIDEWALK
DEVELOPMENT 4" - 3000 PSI
PLAN
4" VDOT 21A
OVER COMPACTED
SUBGRADE
PROPOSED SIDEWALK DETAIL
NOT TO SCALE
NOTES:
1- THIS ITEM MAY BE PRECAST OR COST IN PLACE-
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4D00 PSI IF PRECAST,
3- CURB HAVING A RADIUS Of SOQ FEET OR LCSS
iLLONG FACE OF CUR35 WILL aE PAID FDR AS
RADIAL CURB. -
4 THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED A$ MUCH AS
3" €21" DEPTHIIN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE,
OTHERWISE. THE DEPTH IS TO BE 18'' AS SHOWN. o
NO ADJUSTMENT IN THE PRICE BID IS TO SE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH• r
0
5 CG-2 IS TO BE USED ON ROADWAYS MEETING z
THE REOUIREMENTS FOR CG-8 AS SHOWN IN LLd
U
APPENDIX A OF THE VDOT ROAD DESrN MAWAL, can
IN THE SECTION ON GS URBAN STANDARDS.
411
2" RADIUS
N. s
15+p T t' SURFACE
❑ o-¢ A BASE
P D' p4s * DP
! fi
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
IC5
502
STANDARD VII CURB
VIRGINIA DEPARTMENT OF TRANSPORTATIQN
pQ a
A. P.
G,r 1),r } 6
bA ' ;A .
�.P • b.p 91
,A.
2" R
in
SURFACE
BASE
SUBBASE
\VD=
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF I
201.01
PAVEMENT DESIGN NOTE:
ROAD DESIGN IS BASED ON ASSUMED CBR OF 5. FINAL PAVEMENT SECTION TO BE DETERMINED
FOLLOWING FIELD CBR TEST OF IN SITU SUBGRADE.
1.5" SM 9.5A --,
1.5" BM 25.0
�• _ •
• • • • • • • • • • • • • • • • • • • • • • •
• • • • • • • • • • • • • • • • •
• • • • • • • • • • • • •
TYPICAL PARKING LOT DETAIL: 91 VPD
NOT TO SCALE
AT THE�QPTION OF TW- ONTRACTOR
ITE 10th Ed.
NOTES:
1. THIS ITEM MAY HE PRECAST OR CAST IN PI -ACC.
2. CONCRETE TO EE CLASS A3 IF CAST IN PLACE,
4000 PSI IF (IRECAST-
3. COMBINATION CURB & GUTTER HAVING A RADUS
OF 300 FEET OR LESS <ALOTNG FACE OF CURB)
SHALL BE PAID FOR AS RAQIAU COMBINATION
CURB & GUTTER.
4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE 80TTOM OF THE CURB & GUTTER
SHALL i3E CO
OF SUBHAS N5TRUCTCOURSESEOND TO LT PARkETDEPTHH OFQPE
THE PAVEMENT,
5. ALLOWABLE CRITERIA FOR THE USE OF CG-6
15 BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
-"- -SAD DESIGN MANUAL PN THE SECTION
URBAN STANDARDS.
SPECIE+CATION
REFERENCE COMBINATION 6" CURB AND GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
-HE BOTTOM OF THE CURB AND
TUTTER MAY 13E CONSTRUCTED
'ARALLEL TO THE SLOPE OF
TUHBASE COURSES PROVIDED A
IINIMUM DEPTH OF 7"
IS MAINTAINED.
XVD=
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF I
201.03
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Jimmy
L. Taggart
Lic. No.
22841
row 04/2212020 `
s'S'IONAL
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DATE:
10-25-2019
SCALE:
1 ":20'
JOB:
19.0125
SDP-2019-00062
SHEET:
7
OF 12
F
VDOT STANDARD NOTES:
1. TRIP GENERATION DATA:
USE: GEN. OFFICE
ITE CODE: 710 DAILY TRIPS: 91 VPD
2. ALL CONSTRUCTION METHODS AND MATERIALS WITHIN STATE MAINTAINED RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VDOT
STANDARDS, SPECIFICATIONS, CURRENT WORK AREA PROTECTION MANUAL", AND ALL APPLICABLE LOCATION AND DESIGN INSTRUCTIONAL
AND INFORMATIONAL MEMORANDUM. INSPECTION DOCUMENTATION BEST PRACTICES MANUAL.
3. A LAND USE PERMIT SHALL BE OBTAINED FROM VDOT BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF WAY
LIMITS, INCLUDING ACCESS. ALL LAND USE PERMIT APPLICATIONS MUST HAVE TWO (2) SETS OF APPROVED PLANS, A COPY OF THE
PLAN APPROVAL LETTER, A CHECK FOR THE PROCESSING FEE MADE PAYABLE TO TREASURER OF VIRGINIA, AND SURETY OR BOND IN
THE REQUIRED AMOUNT.
4. IN ACCORDANCE WITH THE PROVISIONS OF THE INSPECTION DOCUMENTATION BEST PRACTICES MANUAL, VDOT SHALL BE NOTIFIED PRIOR
TO THE START OF ANY WORK WITHIN STATE MAINTAINED RIGHT OF WAY. THE CONTRACTOR WILL COORDINATE WITH THE VDOT POINT OF
CONTACT AT SIGNIFICANT STAGES OF THE PROJECT.
5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER WHO SEALED THE PLANS TO VERIFY THE APPROVAL
OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL AGENCIES.
6. THE CONTRACTOR SHALL HAVE AVAILABLE A COPY OF THE LAND USE PERMIT(S), FINAL APPROVED PLANS, ANY APPROVED REVISIONS,
AND A COPY OF THE APPROVAL LETTER ON SITE.
7. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY
LINES, WATERLINES, ETC., PRIOR TO CONSTRUCTION.
8. ANY ERRORS, CONFLICTS, OR DISCREPANCIES FOUND ON THE APPROVED PLANS SHALL BE REPORTED TO THE ENGINEER WHO SEALED
AND SIGNED THE PLANS. VDOT SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING FURTHER WITH THE WORK, IF THE STATE
MAINTAINED RIGHT OF WAY IS AFFECTED.
9. DESIGN CHANGES, SPECIFIED MATERIAL CHANGES, AND/OR FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RESUBMITTED TO
VDOT FOR REVIEW AND APPROVAL, PRIOR TO PROCEEDING WITH THE WORK.
10. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, UTILITIES, AND ANY OTHER INSTALLATIONS ALREADY IN PLACE
WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO STATE RIGHT OF WAY LIMITS.
11. THE COMMONWEALTH TRANSPORTATION BOARD, MEMBERS OF THE BOARD, THE COMMONWEALTH AND ALL COMMONWEALTH EMPLOYEES,
AGENTS, AND OFFICES, SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND LIABILITIES AS A RESULT OF WORK ARISING
FROM THE EXERCISE OF THE PRIVILEGES GRANTED BY PLAN AND/OR PERMIT APPROVAL.
12. NO STRUCTURE SHALL BE CONSTRUCTED ON VDOT RIGHTS OF WAY UNLESS SHOWN ON VDOT APPROVED CONSTRUCTION PLANS OR
COVERED BY A VDOT LAND USE PERMIT.
13. VDOT SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ANY STORMWATER MANAGEMENT FACILITY OR OUTFALL STRUCTURE
LOCATED OUTSIDE OF STATE MAINTAINED RIGHT OF WAY LIMITS AND SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND
LIABILITIES AS A RESULT OF SUCH.
14. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE
VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND VIRGINIA STORMWATER MANAGEMENT PROGRAM. AN INDIVIDUAL CERTIFIED BY
THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, HOLDING A RESPONSIBLE LAND DISTURBER CERTIFICATION, SHALL BE IN
CHARGE OF THE LAND DISTURBING ACTIVITY AND ON THE WORK SITE AT ALL TIMES.
15. VDOT SHALL BE CONTACTED TO VERIFY SUBGRADE COMPACTION BY TEST ROLE PRIOR TO THE PLACEMENT OF BASE MATERIAL. WHEN
UNSUITABLE MATERIALS FOR SUB -GRADES AND OTHER ROADWAY CONSTRUCTION ARE ENCOUNTERED DURING CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER AND VDOT. SUCH MATERIALS SHALL BE UNDERCUT AND BACKFILLED AS
DIRECTED BY A GEOTECHNICAL ENGINEER, ACCORDING TO VDOT SPECIFICATIONS.
16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER
CONDITIONS ACCORDING TO VDOT "ROAD AND BRIDGE SPECIFICATIONS".
17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE SHALL BE REQUIRED PER VDOT STANDARDS AND
SPECIFICATIONS.
18. VDOT SHALL HAVE APPROVED ALL BASE COURSES FOR DEPTH AND TEMPLATE AND PERFORMED THE REQUIRED VISUAL, PROOF ROLL,
COMPACTION, AND ANY ADDITIONAL INSPECTIONS AS DETERMINED BY THE VDOT INSPECTOR PRIOR TO PLACEMENT OF ANY SURFACE
COURSES.
19. IF THE DEVELOPER CHOOSES TO PROVIDE VDOT WITH DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL
IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO VDOT ACCEPTANCE FOR MAINTENANCE,
THE CERTIFYING DOCUMENTATION SHALL CONFORM TO VDOT SPECIFICATIONS AND THE APPROVED PLANS.
20. INSTALLATIONS OF PIPE CULVERTS AND STORM SEWERS SHALL CONFORM TO VDOT STANDARD PB-1.
21. ALL FIXED OBJECTS SUCH AS UTILITY CABINETS, PEDESTALS, AND STREETLIGHTS SHALL BE LOCATED IN ACCORDANCE WITH CLEAR ZONE
REQUIREMENTS, AS NOTED IN THE ROAD DESIGN MANUAL. THERE SHALL NOT BE ANY CABINETS, PEDESTALS, OR FIRE HYDRANTS
LOCATED ON THE SHOULDER.
22. FLOWERS, SHRUBS, AND TREES SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF
PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, ENDWALLS, AND/OR BRICK
MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE
ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT SHALL BE REMOVED, AND ALL COSTS OF THE REMOVAL SHALL BE
BORNE BY THE OWNER AND/OR DEVELOPER.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND AND OVERHEAD UTILITIES, WHETHER OR
NOT THEY ARE SHOWN ON THE PLANS, PRIOR TO STARTING WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS, AT HIS OWN
EXPENSE, OF ANY UTILITIES DAMAGED BY HIS CONSTRUCTION METHODS. MISS UTILITY MUST BE CONTACTED AT 811 AT LEAST 72
HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY
UTILITY WITHIN EXISTING OR PROPOSED RIGHT OF WAY.
24. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE LOCATED OUTSIDE THE RIGHT OF WAY.
25. AUTHORIZED UNDERGROUND UTILITY INSTALLATIONS SHALL MAINTAIN A MINIMUM OF 36 INCHES OF COVER, INCLUDING UNDER DITCHES.
26. OVERHEAD UTILITY INSTALLATIONS WITHIN LIMITED ACCESS AND NON LIMITED ACCESS RIGHT OF WAY SHALL BE INSTALLED IN
ACCORDANCE WITH VDOT LAND USE PERMIT REGULATIONS.
27. SIGHT DISTANCES AT ENTRANCES AND INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. ANY
OBJECT OR LANDSCAPING THAT OBSTRUCTS DRIVER VIEW SHALL BE RELOCATED AT THE DEVELOPER'S EXPENSE OR THE ENTRANCE MAY
BE CLOSED AT VDOT'S DISCRETION.
28. THE PERMITEE IS RESPONSIBLE FOR PURSUING AND OBTAINING ANY AND ALL ENVIRONMENTAL PERMITS INCLUDING, BUT NOT LIMITED
TO, WETLANDS, WATERS OF THE US, WATER QUALITY, THREATENED AND ENDANGERED SPECIES, HAZARDOUS MATERIALS, AND CULTURAL
RESOURCES, REQUIRED TO PURSUE THE PROPOSED ACTIVITY BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT
OF WAY LIMITS. DOCUMENTS RELATED TO THESE ACTIVITIES SHALL BE SUBMITTED WITH THE LAND USE PERMIT APPLICATION.
29. VDOT AND COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS
DEEMED NECESSARY FOR ACCEPTANCE FOR VDOT MAINTENANCE OR COMMERCIAL ENTRANCE TO A STATE MAINTAINED ROAD.
MAINTENANCE OF TRAFFIC NARRATIVE:
THE MAINTENANCE OF TRAFFIC IS OF CRITICAL CONCERN IN ALL ROADWAY IMPROVEMENT PROJECTS. IT IS
IMPERATIVE THAT AN ESTABLISHED TRAFFIC CONTROL PLAN REMAIN IN PLACE FOR THE DURATION OF THE PROJECT.
THIS PROJECT IS IDENTIFIED AS A MODIFIED VERSION OF "STATIONARY OPERATION ON SHOULDER", FIGURE
TTC-4.0. THIS PROJECT PROPOSES TO ADD A COMMERCIAL ENTRANCE AT THE BEGINNING OF THE EXISTING RIGHT
TURN TAPER LANE FOR SOUTHBOUND TRAFFIC ON HYDRAULIC ROAD (SR 743); APPROXIMATELY 233 FEET FROM
THE INTERSECTION WITH GEORGETOWN ROAD (SR 656). ADDITIONALLY, THE EXISTING RIGHT TURN TAPER LANE WILL
BE EXTENDED 80 FEET TO THE NORTH ON HYDRAULIC ROAD. THE WORK ZONE SHALL BE 145 FEET, STARTING AT
THE BEGINNING OF THE PROPOSED RIGHT TURN TAPER LANE EXTENSION. THE WORK ZONE HOURS SHALL BE
FROM 9am-3pm. THE CONTRACTOR WILL MAKE ARRANGEMENTS TO STORE EQUIPMENT AND MATERIALS. RESIDENTS
AND BUSINESS COMMUTERS WILL BE THE MAJOR TYPE OF TRAVELERS DURING THE DURATION OF THIS PROJECT.
THE PROPOSED IMPROVEMENTS SHALL ALLOW CLEAR ACCESS BEYOND THE WORK ZONE TO ALLOW VEHICLES TO
CONTINUE TO USE THE RIGHT TURN LANE ONTO GEORGETOWN ROAD. CONTRACTOR TO FOLLOW THE 2011 VIRGINIA
WORK AREA PROTECTION MANUAL, REVISION 1, OR THE LATEST EDITION.
NOTE
CONTRACTOR TO USE THE SAME PRINCIPAL
FOR SETTING UP THE
WORK
ZONE AS DEPICTED IN FIGURE
TTC-16.2.
THE EXISTING
RIGHT -TURN
TAPER WILL BE CLOSED
AND
CHANNELIZING DEVICES
WILL BE
USED ON THE SOUTH SIDE
OF THE LANE CLOSURE TO
ALLOW
VEHICLES TO USE THE RIGHT
TURN
LANE BEYOND THE
WORK
ZONE.
CONTRACTOR'S RECORD DRAWING REQUIREMENTS
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES
SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED
WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM
OF `REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED
COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE
OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF
PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR
THE `REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR
SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING
CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS
NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF
REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO
ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT
LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION,
ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH,
AND MATERIAL USED (EXAMPLE: SEWER LATERALS)
lo. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC
INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON
PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN
THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S
RECORD DRAWING
15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED
RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM
NOT `REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO
BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN".
NAME, TITLE
FOR:
DATE
(CONTRACTOR)
Page 6H-40 September 2019
Typical Traffic Control
Orta'.side Lane C'lo,s'rtre Operation on a Four-Lrtrre RuadwoY
(Figure TTC-16.2)
NOTES
Standard:
l . On divided highways having a median wider than 8', right and left sign assemblies shall be
required.
Guidance:
2. Sign spacing shoulet be 1300'-1500',for Limited Access highways. For all other r•oadwqvs, tfre sign
spacing should be 500'-800' whd:re the posted speed iinnit is g?Tater than: 45 rnph, arnd 350'-500' where
the posted speed lirnil is 45 mph or less.
3. When closing a lane. a PCMS yhould.be r!s'ed in..a vance of thefirstwwmngsign if all oj'the left side
signs cannot be installed.-'
4. Care should he exercised when estahlkvhing the hinits of the work zone to insure maximum possible
sight d4vance in advance aftbe tr•ani.sitiorl, based on the posted speed 10nit and at least equal to or
go-earer than the values in Table 6I -3. Ff,r Llrrtired Access lrigliivay.s a niitiitnuin af'1006' is desired.
5. All vehicles, equipment, workers, and their activities should Ire restricted to oneside oj'the pavement.
Standard:
6. 'Paper length (L) and channelizing device spacing shall he at the following:
7. Channelizing device spacing shall be at the following:
8. An arrow hoard shall be used %t hen a lane is closed. When more than one land is closed, a
separate arras board shall be used for each closed lane (see Figure TTC'-18).
9. The buffer space length shall be shown in Table 611-3 on Page 61E1-5 for the posted speed limit.
10, A shadow vehicle with either a Type R or C' arrow board operating in the caution mode, or at
least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-124' in
advance of the First work erew. When the posted speed limit is 45 mph or greater, a truck -
mounted attenuator shall be used.
11. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, or' oscillating lights but can be Used to supplement the amber rotating, flashing,
or' oscillating lights.
12, �'4�'hen a side road intersects the highway within the TTC: cone, :additional TTC devices shall he
placed as needed.
Option:
'-
11 PTRS and (heir Sii�Orting sign, nuiy be L Lwd. See' Sections 6F.99 and 66.>� s. Lono-term transverse
rLimble strips nriy be used in long-term situaii.ans. seg Sec ion f}l',99 and TTC-20.'
14. The supplemental PTRS may be eliminated.'
1: Revision 1 - 41 1201 S
2; Revision 2 - 4?112(119
Tape Len th L
Speed
Limit
(mph)
Lane 1Miittt;k Feet
Remarks
Speed
Limit
(Mph)
!<ane YYfttth
Feet
Remarks
8
10
1t
12
9
tQ
9t
t2
25
95
105
115
125
L=S�vu,`5o
5�
450
5�0
550
6�0
L=SW
30
135
15d
165
180
L=SfWrso
55
�195
550
�t15
660
L= SIN
35
� 85
205
225
24�
L=5�UU16�
tip+
540
1i�4
Fi6�
720
L=SW
40
240
2iQ
295
320
L=SiUV16a
(a�i
585
65t}
715
780
L=SW
�5
4a5
45�
49�
54o
L=SIN
7t'i
B�0
70b
7'i0
8a0
L=SUV
Limited Access highways shall use a 100Q' doer
in taper regardless
of the
pasted
speed.
Shifting Tapers see Table 61i-2.' Shoulder Taper ='I� L Minimum
Chanrielizin Device Spacing
Location
Spacing
Speed Limit
(mph)
Location
Spacing
Speed Limit
m h
Location Spacing
Speed Limit
m h
p �5
3G +
0 -�5
�6 +
o -3S
�6 +
Trans.#ion
20'
4p'
Travelwa
4�'
8tj'
' Cansiruc#ion,4ccess
80'
i21J'
*Construction access s acin may be increased ka this distance, but shall not exceed one access per mile.
September 2019
Page GH-41
Outside Lane Closure Operation on a lour-Latae Roadway
(FIgure TTC-16.2)
SHADOW VEHICLE
REQUIRED
(TMA REQUIREMENT
SEE NOTE 10)
SUPPLEMENTAL
PTRS OPTIONAL
SEE NOTE 14
SEE
NOTE
SEE
NOTE
< > -
SEE
NOTE 2
R4-V7L DEEP
LEFT
SEE _
NOTE 2
RIGHT
LARE
CLOSED
AHEAD
SEE
NOTE 2
Rumou
SHIPS -
W20-V28L SEE _
REQUIRED NOTE 2
WITH PTRS ftNELE
Situps
MUD
SEE
rJO 2
ROAD
WORK
AHEAD-
2: Revision 2 - W1I2019
U
0
tip A
rwo
rt waiwil4
PTRS SPACING
(CENTER TO CEN'fEi{)
PQSTEI}{STATk1TOftY SPEED LiM1r11T
S44 MPH 14 FEET
41 - 55 MPH 15 FEET
} 55 MPH 24 FEETiw/'_��
ILLUMINATED FLASHING
(AMBER CAUTION MODE
TYPE B OR C
iLLL7lulINATl=C] FLASHING
ARROW BOARD
4 TYPE C
SEE NOTES.4 8 S
I - IS4-2R
LANE Enos W9-2L
LEFT
RIGHT I9-3R
LANE
CLOSED
HEAD
PCN1S -SEE NOTE 3��
PTRS OPTIONAL
SEE NOTE 13
W2fl-V28R
REQUIRED
WITH PTRS
4i2t3-1126
-QL11REp
TH PTRS
V1120-1
fr
r
�97
,
LL
8 >
U) (0
a
y0
p
U
y
�m
N 0
Z
ZO
r �
2m ��
v
obi > Ow
VL QQV.Jz
�W J J
Z
OU > Q
C) CO
O
PLANTING REQUIREMENTS
STREET TREE REQUIREMENTS
1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC)
248.5 LF OF FRONTAGE
TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED
TREES PROVIDED = 6
1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN)
79.6 LF OF FRONTAGE
TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED
TREES PROVIDED = 2
TREE CANOPY CALCULATIONS
TOTAL SITE AREA = 1.05 AC (45,747 SF)
PRESERVATION AREA = 0.27 AC (11,648 SF)
NET SITE AREA = 0.78 AC (34,099 SF)
10% TREE CANOPY REQUIRED = 3,410 SF
TREE CANOPY PROVIDED = 8,267 SF (24.2%)
LANDSCAPED PARKING AREA
REQUIRED 5%/1 TREE PER 10 PARKING SPACES
AREA REQUIRED = 13,304 SF PARKING AREA * 5% = 665.2 SF
AREA PROVIDED = 1,164 SF (8.7%)
TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 TREES
TREES PROVIDED = 4 TREES
CONSERVATION AREA PLANTINGS
2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DBH
TREES REQUIRES = 3 TREES REMOVED * 2 = 6 TREES
TREES PROVIDED = 6 TREES
PLANT SCHEDULE
STREET TREE NOTES & DETAILS
NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED
PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE AL 3EMARLE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.
2. IF A SUBSTITUTION BECOMES NECESSARY, FEMALE GINGKO BILOBA WILL NOT BE USED.
3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING.
4. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN
ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER
THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE
ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED,
OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO
CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED
IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF
TNF PT.ANT
KEY
I QNTY.
BOTANICAL NAME
COMMON NAME
SIZE
NOTE
10-YEAR TREE COVERAGE
AREA (SF)
TOTAL (SF)
Canopy Tree
AB
5
Acer rubrum "Brandywine"
BRANDYWINE RED MAPLE
3.5" Cal
B&B
452
2260
KP
2
Koelreuteria paniculata
GOLDEN RAIN TREE
2.5" Cal.
B&B
380
760
LS
2
Liquidambar styraciflua
SWEETGUM
2.5" Cal.
B&B
288
576
LT
1
Lirodendron tulipifera
TULIP POPLAR
2.5" Cal.
B&B
430
430
QC
4
Quercus cocci nea
SCARLET OAK
2.5" Cal.
B&B
419
1676
Understory Tree
SB
5
Amelanchier x grandiflora "Autumn Brilliance"
AUTUMN BRILLIANCE SERVICEBERRY
6-7' Ht.
B&B
130
650
CC
2
Cercis canadensis "Forest Pansy"
FOREST PANSY REDBUD
6-7' Ht.
B&B
124
248
LN
2
Lagerstroemia x'Natchez'
NATCHEZ CREPE MYRTLE
7-8' Ht.
B&B
88
176
Evergreen Tree
IC
6
Ilex x'Conty'
LIBERTY HOLLY
3-4' Ht.
B&B
10
60
IP
9
Ilex x "Conot"
PATRIOT RED HOLLY
7-8' Ht.
B&B
44
396
TO
11
Thuja occidentalis "Emerald Green"
EMERALD GREEN ARBORVITA
3-4' Ht.
B&B
8
88
Shrub
AG
18
Abelia x grandiflora'Little Richard'
LITTLE RICHARD ABELIA
24" Ht.
Cont.
BG
24
Buxus x "Glencoe"
CHICAGOLAND GREEN BOXWOOD
24" Ht.
Cont.
HQ
14
Hydrangea quercifolia "Ruby Slippers"
RUBYSLIPPERS OAKLEAF HYDRANGEA
24" Ht.
Cont.
JC
14
Juniperus chinensis "Nick's Compact"
NICK'S COMPACTJUNIPER
24" Ht.
Cont.
VD
13
lViburnurn dentatum "Christom"
BLUE MUFFIN ARROWWOOD VIBURNUM
24" Ht.
Cont.
1 31
403
VP
17
lViburnurn x pragense
PRAUGUE VIBURNUM
4-5' Ht.
B&B
1 32
544
Grasses
SS
1 129
ISchizachyriurn scoparium'Carousel'
CAROUSEL LITTLE BLUESTEM
1 Gal.
24" O.C.
TOTAL
8,267
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZED - - -
GUY WIRE
2"X2" HARDWOOD
I I STAKES
II I
�\ \\ 20`///
GALVANIZED RUBBER HOSE
GUY WIRE
2"X2" HARDWOOD
STAKES
SHREDDED HARDWOOD
MULCH MIN. 3" DEPTH
BALL DIAMETER
REMOVE BURLAP FROM
TOP 1 /3 OF BALL
i EARTH BERM
iAROUND TREE
TREES TO BE REMOVED:
TREES 12" OR GREATER TO BE REMOVED
IN CONSERVATION EASEMENT ARE:
1. 18" POPLAR
2. 20" POPLAR
3. 18" OAK
i
N� �g ��O/// S to �
SO �♦ 00
IF
♦ , � � s _� EASE
SAG
X\15 C0� I
♦♦♦ � I � I I ° K N I I
♦♦♦ / �� I I 1 36" OQK I
t `� I 10'+0 A \ I
1 X II 24"PINE QC
1 I 8"MP I
I°
1 x I �18"PCP 2 »POP 18" I �I I
1 II i
1 I 24' PINE I + +
Lit x +
?; I 18'+INE 1 LS 1 OAf /
1 <
SIN
I I,
�1 1 I
1 I 10"POP 5»PIN \ + I /
1 + 1 ; 1 24 POP I » 11 A
"PINEI 12"VAK QC 30/PO/
18" ++L I` + \I 2
1 1 \
1 + \ 110"MPL I + /
1 124"PINE 15"POP 1 /+ 1 "PpP f
1 \ PRES VATIOP
1 x 10"POP \ AEA
I
1 } 20"MP 15"CH) Y I I
1 + \ t + \ \
X10"CHRY \ \ \ \ I
24"CHRY +18"MPL
+ 8"MPL 1 + I (��) ( / 10 CH
I �
12"P�P 0„
+ 1 1f"MPL ( 10"M4
1 + 0', O�
6 P0l 10" kP 8„OAK 8'iMP�
I /
8"POP LT
+ 8"sic
) I
1 1 / 1 I+
I /
x + / / / 1 2"POP
20"POP ( + } 2 ,POP
1
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SCALE:
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JOB:
19.0125
SDP-2019-00062
SHEET:
OF 12
Schedule
Number
Lumen-9
Lumen,
Lighli
Label
Image
Quantitysviriiholl
Wattage
Eff
3
Nli Lcginting
VSS-1-T4-4SL-1-40K-
T4 OPTICS WITH SLACK Ii
LED
1
VSS-1-T4-48L-
9518
1
1
156
100%
❑
U V-H55
1,40K-hSS.IES
"
A
Man: Joumcd
1
NL5 lighting
VSS-S-T4-3'L-7-40K-
Arm Mounted luirninaire with T4
LED
1
VSS-S-T4-32L-
8140
1
1
71
100%
LLC
UNV
optics
7-4ii
4
ELITE
HH6-LED-90OL-MD-40K
LED
i
HH6-LED-9001-
937
1
1
11.9
101%
-CL-wti
MD-40K CL-
E
W H_IESNA-2QO2'
.IES
r
Maw Mrxd
2
WAC Lighting!
DS-WSa5-F30A-wT
Recessed right
[3XRA-34E1200-B
1
DS-WS05-F30A-
1457
1
1
-4.3
100%
IS
-W T .IES
Statistics
Description
Front of Building
■ i
+
■ i
0.7 fc
7.1 fc
0.0 fc
N/A
• i
N/A
Georgetown Hydraulics
)K
2.1 fc
8.6 fc
0.0 fc
N/A
N/A
LEER 15' offste property linc
calculations
+
0.0 fc
❑.0 fc
0.0 fc
N/A
N/A
Property Line
Q
0.0 fc
0.1 fc
0.0 fc
N/A
N/A
Luminaire
Locations
No.
mmmm
Label MH
Tilt
mmmm
=
M
Fri mm
I"M I
IT mm
III 1
-1.
TUBE ARCHITECTURAL D5-W505
LED Wall Moults
WAC LIGHTING
Responsible Lighting�
4 i7 ti G
•� 2a�" FixtureType:
'I DS-WS05-F-
30A-BZ 7y, ° 5° Catalog Number:
Project
Location:
PRODUCT DESCRIPTION SPECIFICATIONS
The latest energy efficient LED technology in an appealing cylindrical profile
Input:
Uhlversalvoltage 120V-277VAC,50160Hz
delivers accent and wall wash Rghting. Comes in various light distributian
Dimming:
Elechvnic low voltage l ELV) : 100% - 5% 020V only)
and beam angle options.
G-1 UV-- 100%-1% S120-277V)
FEATURES
Light Source: High output 3 Step Mac Adam Ell Ipse COB
- High performance exterior railed LED wall mount light
Rated Ilfe of 6o.000 hours at L70
• Fixture can Install upsidedown to alter light distribution
Finish:
Electrostatically powder coated, Mack, bronze and graphite
• So id aluminum construction
Standards.
IP65 rated, ETL-& cEZL wet locatlon listed,
Energy Star' 2.0 rated (labeled with "1
• Syearwarranty
Operad ng Temp:-13"F to 122"F(-25'C to SG,Q
ORDERING NUMBER
Diameter watt
Beam ColarTemp
CRI
Lumen
CBCP
Efficacy Ught Distribution Finish
Beam
Angle
(Imlw)
9275 2700K
90
1686
8526
02
5
275 2700K
85
1800
9157
67 - -
5[roighr
!8, 9305 3000K
90
IAx
8639
63
up or
305 3000K
B5
1995
W126
74
down
355 3500K
BS
2190
t1li8
81
405 4d00K
85
2264
11483
84
9275 2700K
90
1730
55}3
66
N
275 2700K
85
1855
59}B
69
sanighr
9305 3000K
90
T750
5587
65
up or
2S,
3D5 3000K
85
2055
6546
.
lfi
dawn
355 3560K
85
2255
7790
84
4DS 4000K
85
2330
7426
86
9275 2700K
90
1725
4246
64 - -_
F
275 2700K
85
1850
4557
69
BK Black
Straight
9305 3000
90
1745
4302
65
WT White
DS-WSOS 5' 27W
up or
33,
305 3000K
85
2D45
5043
_
76 -
BZ Bronze -
down
355 3500K
85
2245
5537
83
GH Graphite -
40S 4000K
85
2320
5719
86 Ly-'
927A 2700K
90
i8i5
67
F
27A" 27OUK
85
i950
72
Away
N/A 930A 3000K
90
1NIA
68
from
30A" 30WK
65
1135
BD
the waft
35A" 3500K
65
2370
88
40A" 4000K
85
2445
97
927B 2700K
90
T8i5
67
F
'fowordr
278" 2700K
VIA 930B 3000K
85
90
1950
1844
MIA
r.
72
68
0
the wafl
308• 3900K
85
2r55
80
356• 3500K
85
'370
88
408" 4000K
65
2445
91
DS-W5O5-
Example: DS-w505-1i
wadrghting.00m
HeadquarterslEastern Distribution
Center
Central Distribution tenter Western Distribution Center
Phone AW) 525.2588
44 HauLo, Park Drive
1500 Distrbution Ct 1750 Archibald Avenue
Fax (800) 5262585
Pon Washington, NY 11050
Uthia Springs, GA 30122 00ta rlo, CA 91760
WACLighting retains the right
to modilylhe design ofovrpmdurtsotnny time as partofthe nompany's rontlnuousimpraremenr program. APR2019
NOTE:
1
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT 1\
EMI TS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL
CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
AND FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF FOOTCANDLE.
1
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DATE:
10-25-2019
SCALE:
1 ":20'
JOB:
19.0125
SDP-2019-00062
10
SHEET:
OF 12
I
V SS-1
SITE LIGHTING
FORM AND FUNCTION
• Sleek, low profile housing
. Engineered for optimum thermal management
. Low depreciation rate
• Optical system designed for:
Parking Lots
Commercial Applications -.
CONSTRUCTION
. Die Formed heavy duty Aluminum
• Corrosion resistant external hardware
. one-piece silicone gasket ensures IP-65 seal for
electronics compartment
• Two-piece silicone Micro Optic system ensures IP-67
level seal around each PCB
FINISH
3-5 mils electrostatic powder coat.
• NLS' standard high -quality finishes prevent corrosion LISTINGS
protects against extreme environmental conditions Certified to JL 1598
CSA C22.2 No. 260.0
WARRANTY . DLesignLights Ccnsortium"(DLG)
L
Five-year limited warfantyfor drivers and LEDs. DesigaLights Consortium
Prerniume (DLCP1
. Ip65f IP67 Rated
' rewee ®g
cP�7to
�4rpH5 raavar
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LED WATTAGE CHART
35o mill -amps - - -
53B r4l:Iampc - - -
740mllrlamps 71w 111,4w lmw
1050 rniLOam s 106. 155w 205w
Project (Name: GEORGETOWN HYDRAULIC
Type: A
VSS-1 T4 46L 1 40K UNV DP6
BRZ
HSS
ValueSerres Type 2 32 (32L) 700 3000K 1217-277 Direct Pole
- Bronze
Bird Spikes (BS)
Syua7e ] (M) 4$ (4$L) [7j : (30K) (13" 9nole. D180
(BRZ)
Marne Gratlo Rnlsh (MGF)
Ids 11 64L)6' {DP6)
54 { 1050 -0OOOK : 34.0-480
Wh I-
Surge Protector (ION)
Nvmu 7-Pin Reoeptao, (PE7)
Type 3
Yp H
(1) (40K : (V) D90.TgaT120.QL1
Photocell
�DP10)
Silver
•LfilyKsarVat9q{e3 2i7
: 5000K ; FurRo dPclsa se�derRFWAdaptw • ( R)
•3rcaiCxr poge fm.Nm Lvnlgwflflons
(60K)
Photocell+neeepLacle{PGR}
Matian
Type 4
Sn:Pr {MS}
(T4) Knul;kle Mount (KM)
(OLK)
For 8'+Below (ASP-B)
Trunlon Mount (Tllf)
Graphite
F.rVt020'(FSP.20)
F-21'to40'(F8P-40)
' TypesWalt Mount(WM)
(G H) : -wap,
Sumrarrd FSP-2.; 3 Ora rn4E9,.l 1.
Rb1 *lnchldea d"Boll Dn Rrm
Grey
tlH (lxLd'R
Tennis Arm (TA)
(6RY)
Ouick Mo nl Bracket (aA18)
Nema 3
Reiroiil Quick Ml-n1 Brackel (RQMB)
- 300 Nar10W
Cyst- 1n L"ni vi trewave Moti6ri sensol omms)
aeam
(CSj
Rotate Optic Rigni (R0R)
(Y18)
Rotate 6pL'c Left (ROL)
Round PPIe AdapLar 3'4' PPIe (RPAdt)
$16und Pole Adaptor 5'•5' Pole {RPA5}
Huij5 5rde Shields (ASS)
•IlSS not &"Wabk w#A N9 - NEMA K' Cp on.
•
ArllDinnrlve House Side 51•,Irl:l (AHS)
Acrylic Optics (AD)
-rv0C n
LIGHTING
�VsS-'1
SITE LIGHTING
FORM AND FUNCTION
• Sleek, law profile housing
. Engineered for optimum thermal management
. Low depreciation rate
• Optical system designed for: -
Parking Lots
Commercial Applications
CONSTRUCTION
. Die Farmed heavy duty Aluminum
• Corrosion resistant extemal hardware
. One-piece silicone gasket ensures IP-65 seal for
electronics compartment
• Two-piece silicone Micro Optic system ensures IP
level seal around each PCB
FINISH
3-5 mils electrostatic powder coat.
• NLS' standard high -quality finishes prevent corrosion LISTINGS
protects against extreme environmental conditions Certified to UL 1598
CSA C22-2 No. 250.0
WARRANTY . DesigaUghts Consortium"(DEG)
+
Five-year limited warrantyfor drivers and LEDs. DesigaLights Consortium
Prerniumll(DLCP)
. Ip65f IP67 Rated
u$
LISTED
r
LED WATTAGE CHART
350 rniMampz - - -
530 mrltlamps - -
700m11[Wmps 71w 104w 1M.
T 05B milli a 146w 155w 205.
Project blame: GEORGETOWN HYDRAULIC
Type: D
VSS-1 T4 32L 7 40K UNV DP6
BRZ
HSS
VafueSe7rt's Type 2 32 {32L) 700 3000K 1 ZO-277 Direct F oiE
Bronze
B(rd Spikes MS)
SVy$u (i2) 48 (48L) (Tl (30K) : (1![1IY) Sinrile. D180
(BRZ)
ManneGratic Finish (MGF}
Y1
( ) 64 (641450 : -0400K 34.0-480 6' (DP6)
White
Surge Protector (1 ON)
Nerne TPin Receptarte (PE7)
Type 3 1 H
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(W
Photocell P
{ 01
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Silver
•OlversarVotage72(r277
5000K rurFandYcfesp seuoerRF4Adaptw: (SyR)
'ALY+rCxr pa4e fMAJln CellritjwAfl Yis
(50K)
PhPEoeell+ReCLPLCle(PGR)
Motion
Type 4
Skn Pr {MS#
(i;) I{nuckle hhount (xlrj
(BLK)
For 8'+Berow (ASP-B}
Trunlon Mount (Till)
Graphite
ror9'rozo'{ASP-2a)
Type 5 Wall Mount (WM)
Far 21'tn do' FSP•40
(G H) •Mahon Seaasorand FS�-2r} a eirgeg al fa
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Ilk 6x7WR
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(DRY)
4ulok Mount Bracket {OMB)
Nema 3
Reiraiil Quick Mount arockeL (RQMB)
- 90' Narrow -
Gust -ore, • In Lcmal Microwave Motion Scnsol (IMMS)
Beam
(as)
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(Wa)
Rotate Dpbc Left (ROL)
Round PDIe AdapLar T-I' Pole (RPA41
•
H 6Wrid PolcAdaptorT 6' Pule {RPA5}
Hgg1 9de Shield (HSS)
•NSS not IpprWok Mini H3 - NEMA 30' op M.
• AuiDrnoh
We House Side Shield (Ails)
•
AcrySic Optics (AD)
OPTICAL CONFIGURATIONS
Rotatable Optics (ROR) Rotated Right, (ROL) Rotated Left options available. Optics field and factory rotatable.
VSS-1132L VSS-1I48L VSS-1164L
PART NUMBER I N9 JLMPM t2 VaMlowl BUG I '"ILWW1 BUG I TB LMrw 4Lr'BUG
�V9S-1-32L-7.10K 179521
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PrernrUrrr
Temo. VSS-1
25"C L70 I L
483000 �60000
DPX ARM LENGTH 6D•c
DPX SGL F 099 J% D730 N T90 Or T120.7, 4D
ARM LENGTHI I EPA
VSS-1 6" 1 D" 6• 1 11r 10' 1 lr
S--DPxd) ra'-aPxao EPA SGL b90 0180 T96 1-120 0
VS 1
I MOUNTING OPTIONS
7B'
DIRECT POLE (DP)
Stardard mounting armis extruded
aluminum In lengths of 6", And 10"
*Arm lengths may Vary depending
oa configuration
'Fua Vic+.-
6-
�r
WALL MOUNT (WM)
Cast Aluminum Plate fordirect wall mount.
6' extruded aluminum arm moiints directly tv a cast
wall mouril box,
7{)1 Kingshill Place, Carson, CA00746 nisfighting,Com
LIGHTING Gal Us Today t310i341.2037
OPTICAL CONFIGURATIONS
Rotatable Optic's (ROR) Rotated Right, (ROL) Rotated Left options available. Optics field and factory rotatable.
VSS-1 132L VSS-1 1 48L VSS-1 1 64L
PART NUMBER I N9 LM T3 luffolowl BUG 11'SS L■IrLY BLt6 I T9 u" ke BRIG
235.1-32L-7-R 7952 112 7384 liM S 61-eIOGFiar1B °8 B�Uu-Gi 7242 1D2 S a2-U6-G;
VaS14210-40K $235 ii6 8423 1.3 P 132-UTG21 d442� IN 891JB-W IW2 112- P B2-LNG
Vc5.1-$&-7.30K 1115481 117 10d1r' 104 1 3 0AUD-a2 6032 58 80- 1k6G2 1071 103 1 a' 8261JO-G.
VSS1-4aL.74UK 2 ii6 i1752 113 s B2-u662 64k5 { e6.UD-G2 166 512 s B2-U64
VSS-1-$&m7.KK 248 120 12r 122 P BRUO••G2 GBG4 2% 66+.10-G2 1248 120 a 2-LO-C.
V3�S14A1.!39K 7672 112 116554- 106 1 5 8}UO$3 9UH I SA I 139d1CtG2 S7 101 S &1,UD-C
VSS-1-48L-1-00K h@O9d 11G 1171W 110 1 S 03-U4G3 9672 02 61�JOG217o 1o9 I 5 I m-Uo-G
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P R3-110431l 66 bl-L G212SIgd 116 1 P 112134,154
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P` Premium
Temo. VSS-1
25•C L70 I L90
483000 ,64GCO
DPX ARM LENGTH 5-
A RM TM WL RF 090 A& Dlso U--U T90 Me T720 ' UD
V5S-1 6" I IV 6• 10" 10' 10' EPA
EPA SGL D90 D180 M T720 b
D"- DPXR) }0"- DPX}O 8 0. U im 4
I MOUNTING OPTIONS
f ia-
l._
DIRECT POLE (DP)
Standard mounting a r m is extruded
NDminum In lengths of 6", And 10"
*Arm lengths may Vary depending
oa configuration
'FOVIM
WALL MOUNT (WM)
Cast Aluminum Plate fordirect wall mount.
6' extruded aluminum arm rrlaunts directly tv a cast
wall mounl box,
NLS' 01 Kingshill Place, Carson, CA g0745
LIGHTING Gal Us Today f21D)341.2037 nlslighting,t:am
S UARE STRAIGHT STEEL POLE
POLES + BASES
POLE
Shall be Straight Steel Grade B Extrusion with yield of 46,000 PSI, Conforms to ASTN1
A500 Standards_ Poles have ground lug welded inside hand -hate opposite side of the pale
extrusion. Pole Extrusion is conjoined to Anchor Base by welding internal to pole shaft grid
external to pole shaft. Hand Hole reinforcement is Constructed of 3"x 5" rectangular steel
tubing which is welded to pale shaft for added strength.
ANCHOR BASE
Manufactured From A36 Steel rated at 36,000 PSi, conforms the ASTM -AK standards.
Base Plate vary in size from 1" thick for poles 21 feet and over, 3/4" thick for poles 10 to 2D
feet.
COATING
All pales have minimum 3mm powder coat finish. All pales are sandblasted prior to powder
coat appl ication.
ANCHORAGE
All anchor bolts are fully Plot dipped galvanized and come with two galvanized nuts and
washers per bolt -
BASE COVER, HAND HOLE COVER AND POLE CAP
All poles corne with removable polymer pole cap installed. All poles caps are black finish.
Ail base covers are made of aluminum and powder coated to match the pole. The hand
hole covers are provided with internal bridge support and also powder coated to match
pole finish.
R R = rye
SA '
1Iro)ect Name Type:
GEORGETOWN HYDRAULIC I AID POLE
SSSPI 1 4S I 7G I BBC I SGL I BRZ 134301
Square
IU' 00i
4' Square
Slraigllt
12' (12.)
(4s)
Steel Pole
4, (1*}
(SSSP)
5' Square
_
16' (16)
(a$j
1 s' (, a)
26' ll
6' Square
( }
22' ( 22)
24' (941
25 (25)
2a' (2a)
'
m. (34)
35' (as)
120 In (i0'-20')
{, g1e
Bronze
314'x 30'
-F1H'L
(11 G) - 8V1n . 10 arm'
(SGL)
{B1Cd)
(8438]
(OR)
• Bolt circle
White
Gtl prcNdsl "cjnSy
180 In [9BC)
DDubk :
(WHrr) ;
1' x 35,
(7G)
(fl-9Bj
(136)
GaIntzed
------- -------
(D-189) r
SllVer
(G LY)
(22'-30
Triple
(6uR)
An11(CA6 rP}sion
iIW-14"
Cr-BOj _
Green
Bolt Circle
(OR")
{Anon
(120Q
quad
(4D)
Hunter Green
=a"r���dinitt
ns-
3' R"""
(HOW)
(TaRI
8'1VF--(T912R)
{33')
Black
➢ Rnur.r. (7412A)
1510
(BLK)
- 1 r irn12s1
Balt Circle
eI7412s;
(I56c)
-
Grepk ite
erTd1�51
(GPH)
Grey
(CRY)
i:uSta[Ti
(csj
140
- d4,in
Y f ill i
MIMI
�j
''
12"
Base Bolt Circle
9" Base Bolt
Circle
POLE
,D
NL
LIGHTING
701 Kingshill Place, Carson, CA 90746
Cal Us Tcday 010) 341.2037
rllslighting,com
7A1
POLE EPA DATA
Maximum EPA (ft}1SNowahle
POLE HE]GHT
PALE ]NA.
512E
EASE PLATE
BOLT CIRCLE BOLTS
BOLTS
60 Mph
96 Mph
100
16'
4" SQ
.120
9" Sq. x i:'
9 yb"
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26.8
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20,5
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13.5
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21.1
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5.3
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4" SQ
.18U
12" Sq. x 1"
12 °&'
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10.8
6.8
4.2
24'
5" SQ
.124
12" Sq. x 1-
12 ?.i
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5.3
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24'
S" SQ
.180
12" Sq. x 1"
12 x!s'
1"x 38"
19.8
7 3.7
9.1
25'
4" SQ
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17." Sq. x 1"
12 9k'
1"x 36"
4,7
2.5
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25'
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,180
12" Sq, x t'
12'&-
7"x 38"
74,9
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.120
12" Sq- x 1-
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]4.2
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5" SQ
.t80
12" Sq- x t'
32 two"
t"x 36"
18.4
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12" Sq, x 7'
12 °.5"
7"x 36"
4,7
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28'
4" SQ
.180
12" S " x 1'
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14.7
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.120
12" Sq- x 1"
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,180
12" Sq, x t'
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78,5
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6.0
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12° Sq. x 1'
12 a4
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5.2
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.180
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18.8
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1fi.8
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.184
12" Sq. x t"
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122
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TYPE E
MAXILUME
HH6-LED ��+
MAX1L�ME
HH6-LEDIC
kl[CHI7ECTtlRAL LIGXiINBi
C
LF"Architectural Hi h Lumen LED Downli ht
9
IARCHITE CTa6AE LIG H,IM G;
fir Architectural Hi h Lumen LED Downl ht
By Fllte Lluhtlnq
By E111e Llghling
S
THERMAL MANAGEMENT SYSTEM
LED DYNAMIC PLATFORM OPTIONS
+3
Passive cooling Diecast Aluminum Heat Sink. LED light engine and
Flanged
Doi Wall 1 ,, u ,Wais
driver are replaceable. upgradeable. and can be accessed fram below the
ceiling. The consistency in the quality of light is delivered with precision
IN Tunable White with Smart White Technology utilizing the
Lumenetix Platform allowsyou to color tune the luminaire
performance by the use of a unique locking mechanism that aligns the
via vadous controls. Create the perfect environment for the
reflectorwith the light engine.
desired use of the space, while maintaining a CRI of 90+across
the tunable range of 8000 to 1650K. (Click here for more details)
MOU"NG FRAME & BRACKETS
`
The downlight mounting frame is a fabricated assembly constructed of
Dims to Warm with Smart Dimming Technology. At 100%
16-gauge steel, with Gchannel mounting brackets. included. The versatility
full brightness the luminaire is at 3000K. When dimmed
of the mounting brackets allow for an adjustabiHty of up to 28" horizontally,
to 1 %, the light transitions to 1800K, creating a warm ambiance
and 2-314" vertically, locking Into place. With the added die -formed
within the space. (Click here for more details)
FEATURES
construction of the mounting Frame, it provides maximum heat dissipation
DIY '�
� �
A highly sustainable and ultra -efficient architectural LED downlrght
and rust protection.
RGB+White with Smart Hue Technology providesfull color
4Y P
it
CLwn CL-Kii se�w11 sim-spa wr-wrr
W." A#M M-M W-Atr °
that provides even, glare -free illumination. Available in a range of
mixing of RGB and white colors. Utilizing the Lumenetix
finishes, distributions, and lumen packages, it is ideally suited for
DRIVER ELECTRICAL INFORMATION
Platform allows youto choosefrom unlimited RGB color options,
use in corporate office space, hospitality, healthcare, commercial,
The LED driver is rated fur 50 to 60Hz at 12OV1277V, also available in
via various controls. Ideal for Circadian Rhythm applications or
academic, churches and retail.
347V input, produces less than 20%THD, has a power factor between 90%
to create the perfect human centric environment. (Click here for
and 100%, and is thermally protected for additional safety. Junction box
more details)
CpTICIS AN11 rlE l'I.l=r,' 1,014
and Driver can be accessed from below the ceiling and above the ceiling.
The reflector has a 45' visual cutoff, and is shipped standard with
Junction Sox is Listed for through branch circuit wiring.
WARRANTY
a Solite lens in a smooth frosted finish. Spun from 0.05" thick
aluminum, with a 1-step anodized finish, and available in different
DIMMING & ORIVER INFONMATIOiV
Five-year warranty for parts and components. (tabor not included)
DIrui10 - (MOV dimming on either MVOLT 120, 277 or 347V• Dimmable
LIST114C6
F
�
colors oraustam RAL finishes. Reflector flange opliOns inGlude self
flanged and white painted flange. Various distribution options are
down to 1°.5 of Initial lumens, standard.
c-IJL-us -Listed for wet Location if used with HHfr65flT Trim-
E
available, and all optics are field chahgeable.
DIMTR - Triac 8i Electronic low voltage dimming. Available in 120V, and up
c-LlL-us - Listed for Feed Through Wiring.
to 3000 lumens ohly.
LUT2W - Lutron LTEA2W Hi-Lume 1%. 2-wire LED Driver Forward Phase
U.S Patent No. -{)695,118S
900,1200, tSDD, 2000, 3[I00, 0.0D4.600D, 8000 1
Control, 1 % dimming in 120V only. Available on all luminaires up to 3000
CP-City of Chicago environmental air (CCEA) marking for plenum
twit
fGo.*rn lumen packages abatable)
lumens.
applications.
^
■ ■ ■ 271C 3G1(, 35K, 441E 5lYS, Tu b VJhI[e. Dims to Wa rL,
LOTH-Lutrah LDE1 Hi -Lure Eco System. 1°/ dimming with Soft in Fade to
Energy Star and California Title 24 compliant
h
RGS + 1Nhitx+
Black dimming technology. Available on all luminaires up to 3000 lumens.
LUTFB - Lutron PEQG Hi-Lume Premier Eco System. 0.1% dimming with
Ra+SUNW.98r alwonal
Soft in Fade to Slack dimming technology. Available on all luminaires up
to 15500 lumens.
■ ■ 7 S"MwAAam dime
ELD01D-1 - F1doLED SoloDrive N1 OV. Dimming down to 0.1 %. Available on
all luminaires up to 1CO watts.
A 600� to ADOOL Hc�ylll = 5.'
to!'r - 5
■ WgID (Wale DistrihWmll, MD If,�fedoumfllatdbuuan }
DALI - DALI DT6, DTS dimmingdown to 1 %. Available on all luminaires up
B: Trim Apertvrrc = 6.3 5L
and ND 4darrow Dddhi. bW)
to 100 watts.
C'Cut-0ut=6-13116'
Q irlm OuWde Dia = 7a1B'
■ ' I)Dwnlight, Wall Wash. Double Wall fth, Wet LDeatlon
ELDOOMX- EldclLED PowerDrive dimming down to 0.1%. Available on all
E Width= t6'
luminaires u to 100 watts.
P
P Length= 2ti-33"
• ■ • CLPemi Specula Cfnrne), 3t12 (Lim lndescentGaikl
Please see EldaLED website For wiring diagrams and a list of compatible
. . - Hate). W1 @V ft%W {yyl IWI. Ne 1G %*
DMX and DALI control systems.
Sell-Harlaed VVH (iWhb), 5CH (Pmi-Specula; Chrame).
NOMINAL LUMENS Oe31VER®LUMENS
WATTAGE
51t2 (Lan kldoKed Win Naze), ill( (BL,*
Lzample: HIIG-LF�-2000L-0MII1�B[Y0L7aL10•4OfS-9o-HFM,-fi501-CL-YYH
2000 7772
90 W
I - I
r• I I
111 fb-L� ,J 5f1DL ILA Imi 0 J 120 J a7x -1 fhll'>^1.M-IM J FtH6-6501 a G-WH
6000 G696 72w 0.10V Hoar Free 1 %tlimmalg StLndad VN10), LUTH.
4000 4649
46 w
■ LOTFIB. WPM ELD010.1. UODMI(,1. RDOWU.1.
. ,,1120% Q AIIL4TR 1 2T7 J 30K J Ema- m-2= .1' ' ..' - � .I : � J CL-SCH
apoo aa7a
35 W
aN1TR
J 1500L Li LOTH J MVOLT 1 MK J INTG-EMG-LED-1 DW J FIH63aL r 1 SHZ-WH
II1gan :. 9J,
2Du0 2252
2W
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NVTH OF
O
Jimmy L. Taggart
Lic. No.
22841
-PO, 0422 2020 �s
'S'S 10 N A L SSG
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DATE:
10-25-2019
SCALE:
NA
JOB:
19.0125
SDP-2019-00062
SHEET:
OF 12
r
D1-sA, 36, 3c
N.
r.�Mpld
FOR DETAILS OF INLET
3'-10" FRAME & COVER
SEE STANDARD tC-2-
4' VBARS
c
2016 ROAD & BRIDGE STANDARDS
BACK OF SIDEWALK
'Elm BAR A
3AR5 0 FACE OF CURB
NTROL JOINT CUTTER CRACK CONTROL M
PLAN
L-VARIABLE - MAX. 20'
�gpRS F OARS E LAB
3" DIAMETER
WEEP HOLE FRONT ELEVATION
IT R
EXPANSION KEYED
JOINT CONST- BARS
JOINT �
h 'S GUT
a BAfl IC t e, + SUBBASE
HARDWARE
a O N - CLOTH
-BARS F
I 'KEEP HOLE.
0 1 SEE NOTE 8
I
L
T£PS.'SE
OTE3all
SECTION A -A
-i (- KEYED CQNST. JOINT
2'-10" WARPED
2" GUTTER
JA_PROACH
BARTTER
BARS E
BARS 6
BARS F $.• p.g&
5XI/4" BENT q
E = SECTION B-8
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS_I/L2V27C2Y{'%I/4"
TYPE B NOSE OETAL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. " GALVANIZED
TYPE A TYPE B I/a` % 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE RENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C••C.
CONNECTORS AND IS TO BE ANCHORED WITH I/P' x 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
z•'
APPR. PAVEMENT
DI-3B L DI.3C L 'T-:' WARPED PAVEMENT
= FLOW - ti
- - - FLOW �F•LOri 1'•0"
1 0 1 DETAIL WHEN USED
FOR USE ON CRAZES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
lV DOT SPECIFICATION
STANDARD CURB DROP INLET REFERENCE
ROAN AND BRIDGE STANDARDS
SHEET T OF 2 REV15ION DATE 12" - 30" PIPER MAXIMUM DEPTH (H) " 8' 233
104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
TABLE OF QUANTITIES
01-3A, 38. 3C
TYPE
L
AREA OF
SLOT
REINFORCING STEEL
Concrete
BARS A
BARS 6
BARS C
BARS
❑
BARS E
BARS F
BARS.G
WEIGH
Ft.
S . Ft.
Cu. Yds.
No.
Lin. Ft. 3k-
No.
Lin. Ft. 4
No.
Lin, Ft.
No.
Lin. Ft.
No.
Lin, Ft.*
No.
Lin. FL*
No.
Lin. Ft.*
L6s.
DI-3A
2'-6"
1,15
2,26
-
1
5'-7"
3
3'•2"
-
6
1'- "
22
4'
1,83
2.59
5
1'-6"
2
6'-7" to 6'-10"
3
5'-7"
3
3••2"
4
1'-6"
3
1'•6"
4
]'-
64
2-75
3.02
5
3'-6"
6
6`-7" to 6'•
3
3
3'-2"
4
3
i!Ap
4
8'
7
3.46
5
5'•6'•
1D
3
'-7"
3
3•-2"
4
51-61•
3
V-6"
4
'•0"
8
DI-3B
10"
4.58
3.90
5
7••6"
14
6`-7" to 6'-1t3"
3
5'•7"
3
3•-2"
4
7'•6"
3
1'-6"
4
'-
4
12,
5.50
4.34
5
9'-6"
18
'-7" '-1 "
3
5'-7"
3•-2"
4
9'-6"
3
1'-6"
4
14'
6.42
4.78
5
W-6"
22
3
T-7"
3
3'-2"
4
1F'-6"
3
1'-6"
4
8
16,
7.33
5.22
5
T3'-6"
26
6'-7" M 6'• "
3
5'•7"
3
3'-2"
4
13'-6"
3
1'-6"
4
1'-'.
345
18,
8,25
5.66
5
T5'-6"
30
'- " •- "
3
T-7"
3
3'-2"
4
15•-61•
3
V' 6"
4
1'-
391
20'
9.17
6.09
5
t7'-6"
34
5'-7" t 6'-10"
3
T-7"
3
3'-2"
4
IT-15"
3
1'-6"
4
7'-
43B
6'
2-75
3.01
10
1'-9"
4
6'-7" to fi'-10"
S
5'-7"
3
3'•2"
8
1'-9"
6
I"G"
2
1'-p"
111
8'
3.67
3.45
10
2'-9"
8
6'-7" to 6'-T0"
5
5'-7"
3
3•-2"
8
2'-91•
6
1'-6"
2
1'-0"
155
IQ'
4.
3.
10
3.,.,
12
6'-7" to 6'-10"
5
'-
3
3'-2"
'- "
6
1'-6"
2
'-
5
12'
5-50
4.33
10
4'-9"
16
6`-7" t 6'-10"
5
5'-7"
3
3•-2"
8
4'-9"
6
1'-6"
2
•-
252
DI-3C
14'
6.42
4.77
10
5'•9"
20
6'-7" to 6'•1O"
5
5'-7"
3
3--2"
8
5--9"
5
1'-6"
2
1'-
298
16'
7.33
5.21
10
6'-9"
24-7"
to-1
5
5'-7"
3
3'-2"
8
6'-9"
6
1'-6"
2
-
45
IS'
B.25
5.65
10
7•-9"
28
6'-7" [a 6'-10"
5
'•7"
3
3'-2"
8
7'•9"
6
1'-6"
2
20'
9.17
6.09
IO
8'-9"
32
fi'-7" to fi'-1O"
5
5'•7"
3
3•-2"
8
B-•9"
6
V-6"
2
•- "
439
I. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
2. THE "H" DIMENSION SHOWN ON THE STANDARDS
AND SPECIFIED ON THE PLANS WILL BE
MEASURED FROM THE INVERT OF THE OUTFALL
PIPE TO THE TOP OF THE STRUCTURE.
PLAN "H., DIMENSIONS ARE APPROXIMATE ONLY
FOR ESTIMATING PURPOSES AND THE ACTUAL
DIMENSIONS SHALL BE DETERMINED BY THE
CONTRACTOR FROM FIELD CONDITIONS-
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
TO HE SHAPED IN ACCORDANCE WITH STANDARD
IS -I. THE COST OF FURNISHING AND PLACING ALL
MATERIALS INCIDENTAL TO THE SHAPING IS 74 BE
INCLUDED 0
4 THE END PRICE FOR THE STRUCTURE
IN THE EVENT THE INVERT OF THE OUTFALL
4- PIPE I$ HIGHER THAT THE BOTTOM OF THE
STRUCTURE, THE INVERT OF THE STRUCTURE
SHALL BE SHAPED WITH CEMENT MORTAR TO
PREVENT STANDNJG OR PONDING OF WATER
IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL TO
THE SHAPING 15 TO BE INCLUDED IN THE BUD
PRICE FOR THE STRUCTURE-
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0"
OR GREATER. FOR DETAILS SEE STA4pARD ST,
6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
NOTES
7. 04 X B" SMOOTH DOWELS AT APPROXIMATELY
12" C-C TO BE PLACED IN ALL AREAS ADJACENT
TO ABUTTING CONCRETE TO PREVENT
SETTLEMENT.
8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO
DRAIN SUBBASE MATERIAL. WEEP HOLE WITH
IT'=" PLASTIC HARDWARE CLOTH I/�' MESH
OR GALVANIZED STEEL WIRE. MINIMUM WIRE
DIAMETER 0.03", NUMBER 4 MESH HARDWARE
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF THE STRUCTURE.
9- ALL REINFORCING STEEL SHALL HAVE A MIN.
COVER OF 2".
10. ALL REINFORCING STEEL TO BE CUT CLEAR OF
ALL OPENINGS BY 2".
11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3
(3000 PSI). PRECAST CONCRETE IS TO BE
4000 PSI.
12. LENGTH OF SLOT ILL WILL, IN EVERY CASE. BE
SHOWN ON PLANS.
13. IF RNLET IS CONSTRUCTED IN MEDIAN CURB OR
WITH INTEGRAL CURB, GUTTER IS TO BE
OMITTED (SEE DETAIL).
14- STANDARD INLETS. MAY BE CONSTRUCTED WITH
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING DI-MB.
1S. THIS AREA MAY BE EAR 'HEN, IN WHICH CASE
THE EXPANSION JOINTS WILL APPLY ONLY TO
CURB AND GUTTER.
16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
M) OF V-2'• WITHOUT PIPES. THE AMOUNT
DISPLACED BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIFFERENT DEPTHS ADD OR SUBTRACT 0-32
CUBIC YARDS OF CONCRETE FOR EACH FOOT
OF DEPTH.
17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
OF 2 IS TO BE L 416" AT 4.10 L9S./FT--
18. * DENOTES LENGTH OF ONE (1) BAR.
19. ALL RENNFORCING BARS TO BE #5.
20- WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF
INLET 15 TO BE SHAPED TO CONFORM TO
PROPOSED CURB.
REFERENCE STANDARD CURB DROP INLET
ROAD AND BRIDGE STANDARDS
233 12" - 30" PIPE' MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 2 OF 2
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
1p4-f0
2016 ROAD & BRIDGE STANDARDS
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATFRIAL
824" INB,INITIAL BACKFILL 8?4' INa,.
MIN MIN. MfN. MIN.
6" BEDDING
#68 STONE
* STABLE SOIL ROCK
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4 I INITIAL BACKFILL 4 MI
UNSTABLE a" B" V. 8"
BOIL` MIN. MIN. _ ` MIN MIN #68 STONE
:GRANULAR FILL AS
,;:'•_3'}.�:.. BY ACSA
APPROVED
5 A I bCK� STABLE SOIL OR ROCK'
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
FRAME & COVER
(SEE FIG. S--I--D,E)
STREET SURFACF OR
NON -PAVED AREA
SLOPED AREA
V-0" MAX
2'-0"
RUBBER COATED STEEL a
3'-0" MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS 12" MIN
"0" RING SEALS a 16" MAX
MINIMUM ELEVATION k,,
DIFFERENCE ACROSS M.H. 5" 4'-0"
FROM INLET TO OUTLET
SHALL BE 0.20 FI
DEPTH OF FLOW CVARIES
F
CHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTINGSEWER.A
FILLETED tNVFRT OR,�12"
TRANSITION OF FLOW BINLET
& OUTLET PIPE S
PROVIDED. MIN. 6" BEDDING
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-I-A
TD- 25
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT ) �Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SERVICE LATERAL
SECTION
45'O'0°
IN LINE WYE-TEE
PLAN
VARIES
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
1 THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270')
18"-22"VALVE
7 cu. Fr. BOX
#68 STONE
42"MIN �; ; ;' 6" GATE
•,-I VALVE
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL. FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
0
E
ADJUSTABLE TRAFFIC RATED
II
€ I VALVE PDX W/ LID
U
d•
N
M.J. GATE VALVE
WATER
LINE
Q
1Q J7
1 1
2500 P.S.I.
.
CONCRETE
$ d 2'x 2' BEARING AREA.
THRUST BLOCK
Q
d Q 4
A '
a Al
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W--5
TD-9
H-
w
Z
3000 PSI CONIC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
Al
Y
Y'
BRANCH
e"
4
FLEXIBLE CONNECTION
NOTE:
WITH STAINLESS STEEL
ALL CONNECTIONS TO
BAND
EXISTING MANHOLES SHALL
I-
Ll
BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
INSTALLED
0
TYPICAL
MANHOLE PLAN
SHOWING BRANCH
TIE - IN
NTS
FIG, S-I-B
TD-27
EMBEDMENT
SPRING LINE
OF PIPE -
N0. 68 STONE
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING S" max
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
�C,ONDITIONS ARE UNSTABLE
,BALL PIPE)
NOTE :
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL, BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BF SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO, 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD--34
1" COMPRESSION x 3/4' MALE PIPE COUPUNG
CR APPROVED EQUAL
O
1" TYPE. "K'
SOFT McPPER
FOR USE ON A7TACHED SINGING FAMILY
RESIDENTIAL SFRVrC0; CR DUAL RESIDENTIAL
AND IRRIGATION s7was.
1"x1'x1" TEE
NOTE O
NO SWEATED F1TINGS
DUAL SERVICE R
1" CCMPRESSION x 3/4' MALE PIPE COUPIING
OR APPROVED EQUAL
1` TYPE 'K"
SOFT COPPER
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERL AN IRRIGATION
METER IS NCT PROVIDED.
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE,
CAST IRON LID
FINISHED GRADE
12"-15
LDCKWING METIER
GyALL
Box
(INLLn &
OUTLEn
3D' MIN. COPPERSEFTEA
1/8 BEND COUPLING -
A�_
METER
'
CORP(I(ATION STOP .Ix:i�,•,"e t �%,ti
NECESBARY
SAND OR DUST UNDER yY,�R; •= 4' DIAMETER GRAIN FIFE12'
�' `"
PDX AND SEITER (2-INCH a"r"tT. s LONG STCNE POCKET, VDOT
MINIMUM SPEC. MNa57 AGGREGATE
THICKNESS) ;a4A.;F;,4>,:?'?,'�v,4?
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
TD-10
VARIES
VALVE BOX
4" DIAMETER BRANCH
AND VALVE
M.J. PLUG
VARIES
.3
WATER MAIN RESTRAINED JOINT FITTINGS
ON --LINE
(TYPE "B")
VARIES THRFADED COUPLING
PVC SLEEVE BRASS NIPPLE AND PVC
o CAP
T LUBRICATE ALL THREADS
THRUST BLOCK D
METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
,. GRADE ALLOWS
VARIES 4 VARIES 2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DFAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
TD--19
COVER LIFT NOTCH
14 1 /2"
12 1/2" 12 3/8'.
WATER
CAST IRON LID
18" METER BOX
p
rL1
18"
6" EXTENSION
6 � -
PIPE SLOT
(2 (2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
FINISHED GRADE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRONZE GATE
VALVE
DRAIN TO GRADE
IF POSSIBLE
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS Last -
CRUSHED STONE
TYPE "K" SOFT
COPPER
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY A NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12" AND LARGER USE 2' A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER UNF DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
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AZ,TH OF
7
Jimmy
L. Taggart
Lic. No.
22841
A�0 04/22/2020
SSrONAL
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DATE:
10-25-2019
SCALE:
AS SHOWN
JOB:
19.0125
SDP-2019-00062
SHEET:
OF 12