HomeMy WebLinkAboutSDP202100043 Plan - Revision 2021-05-10MONTICELLO HIGH SCHOOL
MODULAR CLASSROOM ADDITION AND RENOVATION
SITE DATA:
TAX MAP PARCEL: 09100-00-00-00200
LIMITS OF DISTURBANCE: 0.50 AC
ZONING: R15 RESIDENTIAL
SETBACK: 15FRONT
5' SIDE
20' REAR
MAGISTERIAL DISTRICT: SCOTTESVILLE
SOURCE TOPOGRAPHY: TIMMONS GROUP, APRIL 2021
DATUM: HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH
ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING HEIGHT: 18.33' (ADDITION)
BUILDING AREA: 7,750 SF
PROPOSED USES: MODULAR CLASSROOM ADDITION AND ASSOCIATED SITE WORK
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
SANITARY SEWER: EXISTING SEWER SYSTEM
DRAINAGE DISTRICT: MOORES CREEK
THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
MINOR SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
ALBEMARLE COUNTY PUBLIC SCHOOLS DISTRICT
05/10/2021
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MILL CREEK 38
OAK HILL INDUSTRIAL PARK LAKESIDE
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LAKE REYNOVIA
MILL CREEK
VILLAGE
HOMES III
AVON PARK
LY"N HILLS
VICINITY MAP
SCALE 1" : 2000'
SITE LOCATION
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200,
CHARLOTTESVILLE, VA 22903
CONTACT: JONATHAN SHOWALTER, P.E.
TELEPHONE: 434-327-1688
EMAIL: JONATHAN.SHOWALTER@TIMMONS.COM
Sheet List Table
Sheet Number Sheet Title
CO.O COVER
C1.0 NOTES AND DETIALS
C1.1 NOTES AND DETAILS
C2.0 EXISTING CONDITIONS AND DEMO PLAN
C4.0 LAYOUT AND UTILITY PLAN
C5.0 GRADING AND DRAINAGE PLAN
TOTAL NUMBER OF SHEETS = 6
SIGNATURE PANEL:
APPROVAL
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
DATE
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05/10/2021
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GENERALNOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS
BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING
ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS,
SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN
GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE
CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS.
6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13.
7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE
WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND
SPECIFICATIONS.
8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE
REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM
THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS
PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED
PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACILITIES AS DEEMED NECESSARY.
14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST
WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT
THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE
COURSE(S).
17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009
UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
AND ICC/ANSI A117.1-03.
22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES.
23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY
FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT
NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL
BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE
OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF
7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER
TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND
DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE
MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN
MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS
TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE
LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE
APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY
BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING
TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET
STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A
GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE
CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT
ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE
PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL
PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR
BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.
ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM
THE COUNTY EROSION CONTROL INSPECTOR.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
SITE PLAN LEGEND
101- WATER
STORM PIPE
STORM MANHOLE
DROP INLET 8 STRUCTURE NO
CURB
CURB 8 GUTTER
LIMITS OF DISTURBANCE
X FENCE
XXX MAJOR CONTOUR
XXX MINOR CONTOUR
TC 725.94 PROPOSED SPOT ELEVATION
0 PARKING COUNT
GRADING
TC = TOP OF CURB
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
FC = FACE OF CURB
EP = EDGE OF PAVEMENT
EX. = EXISTING
PROP.=PROPOSED
APPROX. = APPROXIMATELY
LxLTJl OR
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CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
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PER 2%
VDOT
8' 5' 8' 8' 8'
TYPICAL I VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
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REGULAR SPACE
SIGNAGE NOTES
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF
EACH OF THE FOLLOWING AND ANY REVISION THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH
UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1
ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO
BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
f
(TYP.)
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12
(TYP.)
STD.
R1-1
NOTE: STOP SIGNS TO BE 30" WITH
HIGH INTENSITY SHEETING
STOP BAR DETAIL
NO SCALE
STOP
STRIPING & SIGNAGE NOTES & DETAILS
No Scale
CC 12
GENERAL NOTES:
1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED
AND USED BY PEDESTRIANS.
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
PERPENDICULAR TO THE CURB. Y
9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RADIICANNOT
T
NOTEICCMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
SIDEWALK RAMP 121 MA%
48' MAX
4'
B
10n MAT(
TYPE A
PERPENDICULAR
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12:1 MAX .S.. 1
TYPE B
PARALLEL
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ACCOMMODATE THE URNING REQUIREMENTS OF AN INFANT TRACK
TRAFFIC. REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY
A, MIN •,y - a-.
AT )K 2" HIGHER THAN
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
,
T EDGE OF PAVEMENT
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
\ AT )Y:K , SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH,
11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL).
TYPE C
A 4'. a•LANDmG AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
PARALLEL & PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
-
72. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
TRUNCATED DOME 01
-2.4" C-C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
O O O O O
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB.
-O
00 00 0 0 000
-O
O O O O O O O O O
ra
T
LANDING
RAMP
u
00000 a 000000-
I-
+
r
O O O O O O O O O O O O
iv
0 0 0 0 0 0 0 0 0 0 0 0
to
0 0 0 0 0 0 0 0 0 0 0 0
'
5OX.-65X OF BASE DIAMETER
OO 0 0 00000 0 0 0000
IUP DIAMETER
DETECTABLE WARNING
AT BACK OF CURB
o
Q.9"-1.4"
L VARIABLE FULL WIDTH OF RAMP FLOOR
SEE NOTE 12. _
BASE DIAMETER
_
PAY LIM TS
DETECTABLE WARNING TRUNCATED DOME
DETAIL
DETECTABLE WARNING
INSTALLED ON A RADIUS
DETAIL
XVD❑T
CC-12 DETECTABLE
WARNING SURFACE
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
EEr 1 OF 5
REVISION DATE
(GENERAL NOTES)
105
203.05
07/15
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
No Scale
2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN SINGLE LIFT)
4" TYPE 21B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
R= %4"
,ytl._Ta,
CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
FEXPANSION JOINT AT MAX OF 30', WITH
PREMOLDED EXPANSION FILLER
CONC. WALK
474
VDOT A-3 CONCRETE
\� ..d .. .I •' ... s4�
21B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
EXISTING PAVEMENTI PROPOSED
>
d
SAWCUTTHROUGH
EL
V
EX.SURFACE
W
COURSE
w
X
UU1
& REMOVE
PAVEMENT
\ 2' MIN
EXISTING .
PAVEMENT
MILL EX.
SURFACE COURSE
SAWCUT EX.
EDGE OF PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
I COURSE
BASE COURSE
AGGR.BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
EXIST GRADE METAL INSPEC77ON FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LINE
CLEANOUT DETAIL
No Scale
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
G
`4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
. d
1 �OR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
CURB WIPE DOWN DETAIL
No Scale
ksphalt Pavement Restoration Detail for Open Cut Utility Installations
Mill & resurface Mill & resurface
xxs Saw -cut existing pavement •4+
to the full depth of asphalt 7.5" total asphalt
12" min. 12" min.
Asphalt Concrete Surface Material" concrete pavement
depth or equal to
the depth of existing
�6" min. Asphalt Concrete Base, Type BM-25.0A asphalt concrete,
whichever is greater
1.5" min.
Aggregate Base Material, Type
I Sub -base course depth
10" min.shall be 10" or equal to
Size No. 21 A or 21B depth of existing sub-bas,
.
whichever is greater
NOTES
' Asphalt Concrete Surface Material:
SM-9.5A for ACT < 10,000
SM-9.5D for ADT > 10,000
The district administrator's designee shall determine the
restoration requirements for other pavement types.
" Trench width and pipe bedding shall be in
accordance with VDOT Std. PB-1
12 inches minimum beyond the edge of the trench
on longitudinal open cuts, or 25 feet minimum beyond
the trench centedine on perpendicular open cuts, or as
determined by the district administrators designee.
Date: August 27, 2014
' Horizontal and vertical surfaces
6' Bench "Bench shall be tacked with RC-260 liquid
Min. Min. asphalt at a rate of 0.1 gallon per
SY, or as determined by the
district administrator's designee
Select Material Type I with minimum CBR = 30
0 Class I Section
3l material R accordance
with Section 302 of the Road and Bridge
Specifications
No. 26 or 27 aggregate pipe bedding in
accordance with Sections 205 & 302 of
the Road and Bridge Specifications
LxLTh 0;
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N. %TWIN M. SHOW.A.LTER v
I.I.. No. 0401-057151
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STEEP SLOPES MANAGED 1 1 I I X
(TYR..) I I I 1
I
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1 1 \ (PART OF) IMP 91-2 \ I I I I \ \
I I I THE COUNTY SCHOOL BOARD OF I I \
1 I I ALBEMARLE COUNTY, VIRGINIA \\ I I I I I \
/ I I DB. 1740, PG. 559 \ 1 1 1 1 1 1 1 1
( I I ZONED: R 15 \ GRASS
FIELD AREA 1 1 1 1 I I I
/ Imo. I 1 �IIII (III
1 I \ \ I I I I I
I \ \ \ I III II II II
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\ I 1
522
-523-- z\
\ WOOD BARRIER
\ 6"x 6" POST W/ SINGLE RAIL Ak
c�
CURB
\ \ EP \ \ \ \ REMOVE TREE / 1 I 1 I I I 1 \ 12'P/NE 1
(DEAD) °A\
I 1
SD INLET W/ GRATE
T W/ MHO
57'15"HOPE
\
1D CURB INLET W/MHD
TOP=520. 10'
OUT=51599' 15"HOPE
Tj L/GHTON2'O
SD INLET W/GRATE II CTOP.=522.8'
2SE /�.
TOP=51588, III OP
INV. IN=513.64' 15" HOPE (N)Lo
Lo
INV IN=513.58' 15" HOPE (E)
INV. OUT=513.55' 15" HOPE I I _ ' 15 \
UGP— \\
I \
APPROXIMATELOCATION ll R \
OF EXISTING PAVED // __t--W — — — — —W
SD CURB INLET W/ MHD
TOP=517.96'
INV. IN=513.53' 15'HOPE
SD INLET W/GRATE
TOP=513.61'
INV. IN=�51040' 15"HOPE
INV OU77=510.2715"HDPE
OUTLET
INV (OUT)=492.80.18"RCP
-------- 1-RCP -----
A
MHO� /
TOP=511.29'
INV. I=503.780.15"HOPE (EI I
INV 1N=503.7715"HOPE (NE) /
INV IN= 500. 14' 18"RCP (SE)
INV. OUT=499,91' 18'RCP
..ATERL/NE PER GIB
MAPPING FROM ACSA
(REC'D 04-09-21)
\ p ppp I \ 1 1 \ TOP=51769'
INV. IN=515.26' 15" RCP \
REMOVE SECTION
OF CURB\ \ O I I I I I I INV OUT=514.98'15'RC/p
(12 STANDARD SPACES TOTAL, 9 CAPTURED I/KSURVEY \ \ N 1 \ SAWCUT BETWEEN
(2 HC S�J4CES) !y\ \ \ \ I .� I \ \ \ 1 \ \ \ \
\ \ \ f�EMOVE \ s'+tea SAWCUTS
\ GUARS IL AS w ssPo9 \ \\ 1 I I I I 1 \ I 0 \ \ \ \N \\
\ NECESSARY FOR \ Vc�s�A.F \ \ \ \ _ - �+ I I \ \ I \ \\ \ \ \ \ X
ASPH4T CONSTRUCTION
21
\ (7SPA CE§)\` \\ \ RCP
— — — — — —
— _---\i-_// / \ \ r1'=e/wE`��
15
\ ♦ / 1 \ \ GP — — UGP _
—UGP
I
C&G _U
-UGP —
\ / L/GHTON2(0 \
\ / \
CURB CONC. BASF; I
\ EP 1 TOP=524. Y I
_W \ _ _ _ -�W —
\ I
\ ASPHALT
(10 STANDARD SPACES SHOWN + I\NC AT WEST, NOT SHOWN) \
-CONC STAIR —,
8 TREADS.
- - - - - - - - -9 RISERS IM/RA/r'
& CHEEK WALL
C�----------------------------------
- ----------------------------------=-
/ 18" RCP - -
� II h `
EP D 11\/��GQ
- I /Al
If
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- - /� I \
- - - - - - - - - \ \ \ 1
—515— _ \ )A \ I u'
--514---- -
J \
CONC SWK(RAMP W/RAIL)
FFE=514.83'
SAWCUT SIDEWALK TO
NEAREST JOINT (TYP.) -
MULTI -LEVEL
BRICK SCHOOL FACILITY
MONT/CELLO H.S.
(1400INDEPENDENCE WAY)
7_---_5DIALET W/GRATE I I
TOP=513.12' \I
INV IN=508.25'15"RCP (NE) II
INV. IN=508 15' 15" RCP (SW) R 11
INV. OUT=508. 1't 16"RCP U II
WI
III
II
II
I\
11
11
11
11
SD INLET W/GRATE 11
TOP=513.38' \I
INV OUT=509.43'15"RCP II
11
k
i
S CURB / LET W/ HD /
T P=523.2 '
l V. IN=51 CP
I V OUT= 14.0T 1 "RCP
_W — -� 624, / (16 SPACES)
ECTRIC SAWCUT CURB
VA REMOVE SECTION AT NEAREST JOINT (TYP.)
OF CURB BETWEEN /
SAWCUTS�MARK �� ASPHALT
E BRIDGE SPIKE SET \ (9 SPACES)
c&G ELEV=525.53'
—CONC STAIR
3 TREADS,
\ &CHEEK W1 RAIL
III ELECTI
III \ I VAULT
\\ I 1 \ \a
\\\ I6"I
\\\
I I I I
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I
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8" P/NE jVA
61•DEC II I
I I
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1\ \
REMOVE SECTION OF
WATERLINE PER CIS N \\
CURB AND GUTTER h X
BETWEEN SAWCUTS CONC. STEPS MAPPING FROM ACSA �W I �� \ \
4 TREADS, (REC'D 04-09-21) 1 CEDAli< SD CURB INLET W/MHO
5 RISERSW/ RAIL CONC. WALL
(W=0.67)
1 /_ -- --528 -
I I CLEAN -OUT CANOPY -
I 1
/ \(91
I FFE=529.01'
i
BLDG. LINE
-17 IF — BLDG. BELOW.
AT ENTR.
(2) CONC. STAIR(S)
EA. STAIR =
11 TREADS.
11 RISERS W/RAIL
& CHEEK WALL
\\ \ �\ \ TOP=52562'
1 \ \1 INV 1N=521.06'6"PVC(SW)
EP II \ 1 INV. OUT=521.02'15"RCP
/ v CURB l�
- - -I�v_DIL_T 2628' _ 'S22_ _ ^'
11���� \ 31 n 18"ICEDAI
CONC S;K(RAMP W/RAIL) 1 \hyyS a '0' I
MULTI -LEVEL
BRICK SCHOOL FACILITY
MONT/CELLO H.S.
(1400INDEPENDENCE WAY)
COORDINATE FINAL SEWER AND
WATER LINE ROUTING, SIZE, MINIMUM
COVER, CONNECTION TO EXISTING
FACILITIES WITH MEP ENGINEER AND
PLUMBER BEFORE BEGINNING
DEMOLITION OR CONSTRUCTION
I q
ASPHALT
I \
II 64 CEQAR
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE
DIRECT AND RESPONSIBLE CHARGE OFJOSEPH C. MEDLEY
FROM AN ACTUAL GROUND SURVEY MADE UNDER MY
SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED
ON THE FOLLOWING DATES' APRIL 9 & 13, 2021. THIS
BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING
METADATA MEETS MINIMUM ACCURACY STANDARDS
UNLESS OTHERWISE NOTED.
SURVEYNOTES:
1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011),
VIRGINIA STATE GRID, SOUTH ZONE VERTICAL DATUM IS
BASED ON NAVD88. DATUM ESTABLISHED THROUGH
NETWORK RTK GPS (LEICA SmaTtNET) OBSERVATIONS.
2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT
FIELD SURVEYBY THIS FIRM, COMPLETED APRIL 13, 2021.
3. THIS IS NOT A BOUNDARY SURVEY' PURPOSE OF
SURVEY IS TO DEPICT EXISTING CONDITIONS AND
TOPOGRAPHY WITH NO BOUNDARY RESEARCH, RECOVERY,
OR ANALYSIS IMPLIED.
4. MISS UTILITY TICKET INITIATED, TICKET NO.
B109502483-00B. NO UNDERGROUND UTILITYINVESTIGATION
BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS
BEEN CONDUCTED BY THIS FIRM.
5. NO TITLEREPORT FURNISHED; EASEMENTS MAYEXIST
WHICH ARE NOT SHOWN HEREON.
G�K�IPIC�II/:an�ira:� %' Isi
LEGEND
0
WATER VALVE
FIRE HYDRANT
(�D
STORM DRAINAGE(SD) MANHOLE
99
STORM INLET W/GRATE
0
ROOF DRAIN/DOWN-SPOUT
RCP
REINFORCED CONCRETE PIPE
PVC
POLY -VINYL CHLOR/DEPIPE
HDPE
HIGH -DENSITY POLY -ETHYLENE PIPE
®
SAN/TARYMANHOLE
04
L/GHTPOLE
®
UTILITY VAULT, AS NOTED
- — — SAN
-
SAN/TARYP/PE
— W
—
WATER -LINE
- UGP—
-
UNDERGROUND POWER/ELEC UTILITY
—X—
FENCE LINE
EDGE OF PAVEMENT (EP)
CONIFEROUS TREE
a� DECIDUOUS TREE (DEC)
SWK SIDEWALK
SIGN
LEGEND:
® REMOVE ASPHALT
REMOVE CONCRETE
----- SAW CUT CURB SIDEWALK
OR ASPHALT (SIDEWALKS
AND CURB TO BE CUT AT
NEAREST JOINT)
SCALE 1"=20'
0 20, 40'
LxLTH OR
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I.I.. No. 0401-057151
05/10/2021
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44694.00
SHEET NO.
C2.0
SDINLET W/GRATE
TOP=515 88'
INV IN=513.64' 15" HDPE (N)
INV. IN=513.58' 15"HDPE (E)
INV OUT=51355' 15" HDPE
APPROXIMATE LOCATION
OF EXISTING PAVED
PATH
SO CURB INLET W/ MHO
TOP=51796'
INV. IN=513.53' 15'HDPE
SD INLET W/GRATE
TOP=513.61'
INV. IN=510.40' 15"HOPE
INV OUT=510.2715'HDPE
OUTLET
INV (OUT)-492. 80' 18'RCP
18" RCP
0
MHO
TOP=51 L29'
INV IN=506.80' 15" HDPE (E)
INV. /N=503.77' 15" HDPE (NE)
INV IN= 500 14' 18" RCP (SE)
INV. 0UT=499.91' 18"RCP
«1
(PART OF) TMP 912
THE COUNTY SCHOOL BOARD OF
ALBEMARLE COUNTY, VIRGIN/A
DB. 1740, PG. 559
ZONED: R15
APPROXIMATE LOCAT/ON
OF EX/STING PAVED
PATH
WOOD BARRIER
6"x 6"POST WISINGLE RAIL
MAI
SD CURB INLET W/MHD (12 STANDARD SPACES TOTAL, 9 CAPTURED IN SURVEY)
TOP-516.95
INV. OUT=514.87' 15"HOPE
SD CURB INLET W/ MHD ASPHALT
TOP=520. 10'
INV. OUT=515.99' 15"HDPE
(7 SPACES)
LIGHT ONZO
II CONC. BASE
II TOP=522.8'
I C&G IU �(
UGP— — —UGP— L
CURB
EP
—w
w— j----W
---
ASPHALT
/l / WATERLINE PER GIST
l l MAPPING FROM ACSA (10 STANDARD SPACES SHOWN + 1 HC AT WEST, NOT SHOWN)
I l (REC D 04-09-21)
� // IE PR POS CG
// N ARES JOIP
/ JGQ EP
C&G
CONC. STAIR
8 TREADS,
9RISERS W/RAIL
&CHEEK WALL
/ 18" RCP
lCONC. SWK (RAMP W/ PAIL)
FFE=514.83 SD INLET W/GRATE
FFE=514.83'
MULTI -LEVEL
BRICK SCHOOL FACILITY
MONTICELLO H.S.
(1400 INDEPENDENCE WAY)
TOP=513.12'
INV. IN=508.25' 15"RCP(NE)
INV. /N=508.15' 15" RCP (SW)
INV. OUT=508. V18' RCP
30' LONG RAMP WITH
HANDRAILS (DESIGN BY
OTHERS)
7.83' X 6' LEVEL
LANDING
COORDINATE FINAL SEWER AND
WATER LINE ROUTING, SIZE,
MINIMUM COVER, AND CONNECTION
LOCATION TO EXISTING FACILITIES
WITH MEP ENGINEER AND
PLUMBER BEFORE BEGINNING
CONSTRUCTION
CURB
RAMP
(2 HC SPACES)
PROPOSED
CG-2 TO
XISTING T,
N J INT -
-LIGHTON2'0
CONC. BASE
TOP=524. V
--W—
F
11 �
11
11
11
I
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11
11
11
11
�11
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11
11
n
11
11
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11
SD INLET W/ GRATE I \
TOP=513.38' 11
INV OUT=509.43' 15" RCP \ 1
NO
2
0
U
Tx 8" ELECTRICAL
TRANSFORMER PAD
(DESIGNED BY OTHERS)
STEEP
MODULAR
CLASSROOM
FFE = 523.40
1
EP
'.0URB1a.67HPD TIE ROP ED G-6L
P=523.2
IC'
IN=51 211"' TOETIN AT
OUT= 1CNEA ESTJ ISNT
( P.)
— — —w— (16SPACES)
RESTORE PER
VAULT ASPHALT PAVEMENT
RESTORATION
DETAIL \ ASPHALT
BENCHMARK
E BRIDGE SPIKE SET \
ELEV=525.53' \ (9SPACES)
C&G \
CONC. IR
3 TREADS, \
4 RISERS W/ IL
& CHEEK WALL
SAWCUT,REMOVE AND REPLACE
ASPHALT AS REQUIRED FOR WATERL/NEPER GIS \
WATERcOQNNWTION PER MAPPINGFROMACSA
PAVEMFNVWRENCHING DETAIL (RECD04-09-21)
5 RISERS W/RAIL CONC WALL
(W=0.67)
EP
4"PVC CURB
INV. OUT=52628'
CANOPY
—� CONC SWK (RAMP W/RAIL)
FFE=529.01'
MULTI -LEVEL
BLDG LINE BRICK SCHOOL FACILITY
ABOVE MONTICELLO H. S.
(1400 INDEPENDENCE WAY)
BLDG. BELOW,
AT ENTR.
(2) CONC STAIR(S)
EA. STAIR =
11 TREADS,
12 RISERS W/RAIL
& CHEEK WALL
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INV. IN=�51526' 15"RCP
INV. OUT=514.98' 15" RCP \
\X
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..a
CONCRETE SIDEWALK
LIGHT DUTY ASPHALT
SCALE 1"=20'
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L:NLTH OR
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TOP=51588'
INV. IN=513.64' 15"HDPE (N)
INV. IN=�513.58' 15" HDPE (E)
INV. OUT=513.55' 15"HDPE
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\ \ C\ , 1 I STRUCTURE 517.70. CONSTRUCT TOP WEIR WALL ELEVATION
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\ \ \ 521.56' 519.12' O I I I 1 , 1 INV. OUT=514.96' 15"RCIT CONFLUENCE WITH SCALE DRAINAGE TO THE NORTH OF
SO CURB INLET W/MHD 112 STANDARD SPACES TOTAL 9 CAPTURED IMSURVEY) A 1 1 \ R'�\ THE INLET.
TOP=518.95' (2 HC SPACES)
INV OUT=514.8715"HOPE
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TOP=520. 10' , 2 - - / / W \
INV. OUT=5>599' 15"HOPE \ - - - �23 -\1 -
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CURB CONC. BASF \� // \\ 6" E\(C I \ I
\ TOP=524. Ii EX. 524.30'
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TOP=513.61' // �i �5 - - - -- - - - -CONC, S-TA/R- - - - - _ - - \ 7 n \ \ \ ( WATERLINE PER G/S
INV. lN=5f0.40'15"HDPE // _ _ ZJW/
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INV. OUT=510.27'15"HDPE // / �, - - - - - 71SERS I"/t -' - - - - - - - - - I N 2 4TREADS, {RECD 04-09-21) 1 SD CURB INLET W/MHD
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OUTLET l , - -514- - \, /\ \ I I 'k (IN=0.67' I i \ \ INV 1N=521.06'8"PVC (SW)
INV. (OUT)=492.80' 18" RCP / i fj 'Y \ J I \ /NV. OUT=521.02' 15"RCP
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INV. IN=506.80'15"HDPE(E) II I \ FFE=529.01'
INV. 1N=W3.77'15"HDPE(NE)
INVIN=500.14'18"RCP(SE) I I`1`1 1 I I I ASPHALT
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BLDG. LINE BRICK SCHOOL FACILITY
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FFE=514.83' INV. IN=508.25'15"RCP(NE)
INV. 1N=508.15' 15" RCP (SW)
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LxLTH OR
of
" . I \ \TWIN M. SHOW.A.LTER v
I.I.. No. 0401-057151
05/10/2021 r>
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0511012021
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