HomeMy WebLinkAboutSDP202100043 Plan - Approved 2021-06-22MONTICELLO 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.
SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
ALBEMARLE COUNTY PUBLIC SCHOOLS DISTRICT
06/21/2021
Virginia
p Community zo
2 W 0 c. ,College
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MILL CREEK 38
OAK HILL INDUSTRIAL PARK LAKESIDE
1114 53
E Q Charlottesvr�Closets
LAKE REYNOVIA
MILL CREEK
VILLAGE
HOMES III
AVON PARK
LY"N HILLS
VICINITY MAP
SCALE 111:20001
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
k.,ALT></ OF
t i\ %THAN \1. SHOW..kLTLR
Lic. No. 040IC57151
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0511012021
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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
7:00AM 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
100 STORM MANHOLE
100
DROP INLET & STRUCTURE NO.
CURB
I CURB & GUTTER
LIMITS OF DISTURBANCE
X FENCE
XXX MAJOR CONTOUR
XXX MINOR CONTOUR
GRADING
TC = TOP OF CURB
TW = TOP OF WALL
BIN = 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
f TC 725.94
PROPOSED SPOT ELEVATION
0
PARKING COUNT
TYPE OF CONSTRUCTION:
CLASS 1- WOOD FRAME
CONSTRUCTION COEFFICIENT: F=1.5
BUILDING SIZE:
Single Level
7,750 sf
EFFECTIVE AREA
7,750 sf
CONSTRUCTION FACTOR:
C =18F [A)"0.5
C= 2,377
CONSTRUCTION COEFFICIENT: F=1.5
TYPE OF OCCUPANCY:
C-2-LIMITED COMBUSTIBLE Educational ins
0= OAS
OCCUPANCY FACTOR
EXPOSURE (X) AND COMMUNICATION (P) Xl+P1
NEEDED FIRE FLOW:
AVAILABLE FIRE FLOW:
NINE -[C][01(1+[X+PI)
CONSTRUCTION COEFFICIENT: F=1.5
SPRINKLER REDUCTION
TOTAL FIRE FLOW NEEDED
HYDRANT LOCATION
STATIC PRESSURE
RESIDUAL PRESSURE
ESTIMATED FLOW
MODELED FIRE FLOW
ISO FIRE FLOW CALCULATIONS
No Scale
0.00
2,020
0%
= 2,000 GPM
MHS
50.2 PSI
40.2 PSI
1,SO2 GPM
2,728 GPM
mCb-emmAe CouMp Date of Report
Serv=Authority Hydrant Flow 6i2112021
Test Report
IFn [Iran>c 1iaiG rninnrennYe. Vp ]J911 1�3119ii A`.I
Location Monticello High School,. Pressure Zone .Urban ring
Date and Time of Test 6/21/20218:48:OOAM
Minutesof Flow _ 2
Pipe Size (inches) 8
Pressure Hydrant 11584:
Static Pressure (psi!" 50.2
Residual Pressure( [) 7 40.2
fr .
❑CL20Looped 2CL20 Multiple lnline Hydrants ❑420 Single Flow ❑ Sprinkler Test Single Flow
LFH Of.
NTH•1.\ K SHON'.1LTER y
Lic. No. 0402057151
Ss1 f/N A L
Flow Hydrant#1 11585 Pitot Pressure f71(psi) 24.2 Yellow 1 P1 Test Flow 1 819
•
Flow Hydrant#2 11585 Pitot Pressure #2 (psi) 17.2 Yellow2 ❑� Test Flow2 683
•
Flaw Hydrant #3 Pitot Pressure 93 (psi) Yellow 3 ❑ Test Flow 3 0
•
Total Estirr_ipw (gpm) i502.
•
AWWA q20 CakuLation[gpm) 2728-
• •
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•
Comments
Hydrants opened all the way.
•
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•
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ufLV. i I
Estimated Consumption (gal) 3Dgr,)
"For use for water audit
CL
AB9 Sup
SI iSatur"ofTe 6
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5M
JOB NO.
694.00
SHEET NO.
C1.0
2" R
Of.
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
� o 0
PAINTED
PER 2% MAX. 18'
" CDOr
8' 1 5' 18' 8'1 8'
TYPICAL I VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
II OF
CURB
PAINTED
STRIPE
(TYPICAL)
191 1=
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.)
iim
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
•
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON
HEAVY DUTY ASPHALT PAVEMENT SECTION
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 CC-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 IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
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 T CENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1V2'.
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. 51
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CG-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 12:1 MAX
48:1 MAX
A-
-Y
01 MAX
TYPE A
PERPENDICULAR
N
' 1219
12:1 MAX
TYPE B
PARALLEL
n=n
TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY
4' MIN
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
A`HIGHER THAN
EDGE OF PAVEMENT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
AT XX , 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'x 4'LANDING 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.
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
TRUNCATED DOME �n
1.6"-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 O
z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
-
dt 0 0 0 0 0 0 0 0 0 0 0 0
THE BACK OF CURB.
LANDING RAMP
O-
O O O O O 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o
+
y
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50%-65X OF BASE DIAMETER
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOP DIAMETER
DETECTABLE WARNING
AT BACK OF CURB
SEE NOTE 12.
o
_ 0.9"-L4"
VARIABLE FULL WIDTH OF RAMP FLOOR _I
BASE DIAMETER
f PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL
DETECTABLE WARNING
DETAIL
XVDOT
SPECIFICATION
CG-12 DETECTABLE
WARNING SURFACE
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 10F 5
REVISION DATE
(GENERAL NOTES)
105
203.05
07/15
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
COMPACTED
SUBGRADE
T
4" MIN.
CONIC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
No Scale
EXISTING PAVEM
H
a SAWCUTTHROUGH
U EX.SURFACE
X COURSE
w & REMOVE
PAVEMENT
\ 2' MIN
EXISTING
PAVEMENT
MILL EX.
SURFACE COURSE
SAWCUT EX.
EDGE OF PAVEMENT
7
CONTINUE 21B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN SINGLE LIFT)
4" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
R= %4"
VDOT A-3 CONCRETE
.�� 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
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
5" DI CLEANOUT
PLUG AT END
OF LINE
CLEANOUT DETAIL
8" TYPE 21-B AGGREGATE SUBBASE COURSE
PROVIDE TENSAR BZ1200
UNDERLAIN BY NON -WOVEN COMPACTED SUBGRADE
GEOTEXTILE DRAINAGE FABRIC PREPARED PER GEOTECHNICAL
MIRAFI 180N OR EQUIVALENT REPORT RECOMMENDATIONS
BELOW STONE
DENOTES GRAVEL SECTION ON PLANS
GRAVEL ROAD SECTION
No Scale
COMPACTED SUBGRADE
CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
FEXPANSION JOINT AT MAX OF 30, WITH
PREMOLDED EXPANSION FILLER
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
CONIC. WALK
4" 21-B STONE
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4"TYPE 21B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
a.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
VOR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
CURB WIPE DOWN DETAIL
Asphalt Pavement Restoration Detail for Open Cat Utility Installations
Mill & resurface
Mill
& resurface
sss
Saw -cut existing pavement
sss
to the full depth of asphalt
7.5' total asphalt
12" min.
Asphalt Concrete Surface Material
12° min. concrete pavement
depth or equal to
the depth of existing
6"min.
Asphalt Concrete Base, Type BM-25.OA
asphalt concrete,
whichever is greater
1.5" min.
Sub -base course depth
10" min.
Aggregate Base Material, Type I
shall be 10" or equal to
Size No. 21A or 216
depth of existing sub -base,
whichever is greater
NOTES:
Asphalt Concrete Surface Material
SM-9.5A for ADT < 10,000
SM-9.5D for ADT > 10,000
The district administrators designee shall determine the
restoration requirements for other pavement types.
`* Trench width and pipe bedding shall be in
accordance with VDOT Std. PBA
12 inches minimum beyond the edge of the trench
on longitudinal open cuts, or 25 feet minimum beyond
the trench centerline 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-250 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
uo Class I l material in accordance
with Section coon 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
et
%TH•1\ Vl. SHOWALTER y
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SD CURB INLET W/MHO
TOP=51796' ( JCoQ
INV 1N=513.53' 15"HDPE l
SD INLET W/GRATE / l o
TOP=513.61'
INV. 1N=510.40' 15" HDPE
INV. OUT=510.27'15"HOPE �� 3
OUTLET
INV. (OUT)=492.80' 18"RCP
- ------------- -b - 18- RCP --------/ ----
o
MHO /TOP=511.29'
INV 1N=506.80' 15"HDPE (E) /
INV. 1N=503.77'15"HOPE (NE)
INV. IN- 500.14' 18"RCP (SE)
INV. OUT=499.91' 18"RCP 3
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(PART OF) TMP 91-2
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THE COUNTY SCHOOL BOARD OF
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DB. 1740, PG. 559
I II
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--
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\
6"x 6" POST W/S/NGLE RAIL
x\
\
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EP
CURB
n \ \\
\
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REMOVE TREE 1 1
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1 1 1 1 I I \
1
12"PINE 7I
(DEAD)
\\
\\ \ RAMPk SD INLET W/GRATE I
\ \ I I \ I 11 1 1 I I I TOP=51769' \
15"RCP 1 REMOVE SECTION
\ \ \ O I I 1 1 1 1 TW/MHO INV. OUT=514.98' 15"RCIP
N 1 \ OF CURB BETWEEN
(12 STANDARD SPACES TOTAL, 9 CAPTURED MISURVEY) (2 HC SPACES)
EMOVE s/yo \ \ \ \ \ O I / ^ 1 I 1 1 1 1 \ \ \ \ "; SAWCUTS
)T 15"HOPE GUAR{y1R�2AIL AS , �s I I I I ) 1 I\ I\
\ NECESSMY.FOR
D CURB INLET W/MHD ASPH�(ILT CONSTRUCTION \ �� \ I — _ = - - \- -
TOP=520. 10' \ \ i� \ _ - - �< - �'0- / / / \ \ \
OUT=515.99' 15"HOPE _ _ _ / / \\
\ (7 SPACE•§)\ \ \ \ - - - --'-- = \ L - - 74"-P/ E\
_ _ P- —\/ \ N
3HT ON 2'g - ♦ i 1 \ \ GP — — UGP ��= - 1 - - -524- _\\\ —� \ - - - - - -
�5
'ONC. BASE /� `sc'i \ / \ _ —UGP — — — VGP — _d P :1/CzP .-F-
TOP=522.8' \ \ \ 1 U P / I �t I - C&F' "\ it
—UGP— \\ �`P— _- - LIGHT ON Z(Q
\ / CURB CLeowns1w
\ \ EP ST JOIN1Pf"d4:7'1__�
\ ASPHALT REMOVE SECTION OF
\ CURkAND GUTTER NN
4TERL/NEPERG/S " BETWEEN SAWCUTS \
'PING FROM ACSA (10 STANDARD SPACES SHOWN + 1 MCAT WEST, NOT SHOWN) \ ti
(RECD 04-09-21) \ \
------- CONC STAIR—
8 TREADS,
- - - - - - - -9 RISERS W/ RAIt- - '
& CHEEK WALL_
--------------------1"RCP------`
1 \ le.
/ EP D \I v�
//' N I
�520 \ / / 1 I I
_ - - - - - - - -
—515
_514-
------------
CONC. SWK (RAMP W/ RAIL)
FFE=514.83'-
SAWCUT SIDEWALK TO
NEAREST JOINT (TYP.)
MULTI -LEVEL
BRICK SCHOOL FACILITY
MONTICELLO H.S.
(1400 INDEPENDENCE WAY)
INLET W/GRATE
TOP=513. 12'
. IN=508.25' 15" RCP (NE)
V. 1N=508.15' 15" RCP (SW)
INV. OUT=508. 1't 18"RCP
SD INLET W/GRATE
TOP=513.38'
INV. OUT=509.43' 15"RCP
f`
l IIII \ ELECTI
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— yy — (16 SPACES) \\\\ a \ \ II
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REMOVE SECTION
OF CURB BETWEEN ASPHALT
MARK \\ 1
E �SAWBR DGE SPIKE SET \\\ / 6V DEb' I I
ELEV=52553 (9 SPACES) 8"P/NE ^\ IQ I I
V4ERI
STAIR
12" lNE X
\\ \ \\ I I
RAIL y25 \ 1 \ I
LL - - - - \�\ \ t
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CURB
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07' 1
CONC. STEPS
4 TREADS,
5 RISERS W/ RAIL
EP
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WATERL/NE PER G/S h \\
MAPPING FROM ACSA \ \ \
(REC'D 04-09-21) �W X I76- AA SD TOCURB INLET W/MHO
CONC. WALL CED\\ \ aU'\ \ TOP=52562'
(W=0.67J I INV. 1N=521.06'8"PVC(SW)
\ INV. OUT=521.02' 15" RCP
EP
)
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_ CURB
1
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LJL(T=526.28' 'S27-- -
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I \
BLDG. LINE
MONTICELLO H.S.
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COORDINATE FINAL SEWER AND
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WATER LINE ROUTING, SIZE, MINIMUM
3
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ATENTR.
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FACILITIES WITH MEP ENGINEER AND
\
(2J CONC. STAIR(S)
PLUMBER BEFORE BEGINNING
EA. STAIR=
\
11 TREADS,
DEMOLITION OR CONSTRUCTION
12 RISERS W/RAIL
\
& CHEEK WALL
\
\
\
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE
DIRECT AND RESPONSIBLE CHARGE OF IOSEPH 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.
SURVEY NOTES
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 SmartNET) OBSERVATIONS.
2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT
FIELD SURVEY BY 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-OOB. NO UNDERGROUND UTILITYINVESTIGATION
BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS
BEEN CONDUCTED BY THIS FIRM.
5 NO TITLE REPORT FURNISHED; EASEMENTS MAY EXIST
WHICH ARE NOT SHOWN HEREON.
6. CONTOUR INTERVAL = V
LEGEND
®
WATER VALVE
FIRE HYDRANT
Q
STORM DRAINAGE (SD) MANHOLE
®
STORM INLET W/ GRATE
O
ROOF DRAIN / DOWN -SPOUT
RCP
REINFORCED CONCRETE PIPE
PVC
POLY- VINYL CHLORIDE PIPE
HOPE
HIGH -DENSITY POL KETHYLENE PIPE
(D
SANITARYMANHOLE
00
LIGHTPOLE
®
UTILITY VAULT AS NOTED
- — —SAN—
— -
SANITARYPIPE
W
WATER -LINE
- UGP
-
UNDERGROUND POWER/ELEC UTILITY
—X—
FENCE -LINE
EDGE OF PAVEMENT (EP)
CONIFEROUS TREE
`w' DECIDUOUS TREE (DEC)
SINK 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'
LiH Of.
%TH•1\ VI. SHOWALTER y
Lic. No. 0402057151
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JOB NO.
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SHEET NO.
C2.0
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SD INLET W/GRATE
TOP=515.88'
INV. 1N=513.64' 15" HDPE (N)
INV. 1N=513.58' 15" HDPE (E)
INV. OUT=513.55' 15"HOPE
APPROXIMATELOCATION
OF EXISTING PAVED
PATH
APPROXIMATELOCATION
OF EXISTING PAVED
SD CURB INLET W/ MHO
TOP=518.95'
INV. OUT=514.87' 15"HOPE
SD CURB INLET W/MHD
TOP=520. 10'
INV. OUT=515.99' 15" HDPE
LIGHT ON 2' 0
I CONC. BASE
II TOP=522.8'
II-
II 15 /
(� —UGP — — -
/ WATERL/NE PER GIS J
MAPPING FROMACSA
(RECD 04-09-21)
(PART OF) TMP 91-2
THE COUNTY SCHOOL BOARD OF
ALBEMARLE COUNTY, VIRGIN/A
DB. 1740, PG. 559
ZONED: R15
COORDINATE FINAL SEWER AND
WATER LINE ROUTING, SIZE,
MINIMUM COVER, AND CONNECTION
LOCATION TO EXISTING FACILITIES
WITH PLUMBING PLANS AND
PLUMBER BEFORE BEGINNING
CONSTRUCTION
WOOD BARRIER
6"x 6" POST W/ SINGLE RAIL
(12 STANDARD SPACES TOTAL, 9 CAPTURED /N SURVEY)
ASPHALT
(7 SPACES)
CURB
RAMP
(2 HC SPACES)
—UGP — —
LIGHT ON2'O
CURB CONC BASE
� ��` EPEP TOP=524. I'
— — — —W — — IMSTACLKWATEIiAND SEWER W
ASPHALT LINES TO CROSS UNDER
ACSA WATER MAIN WITH 1.5'
OF VERTICAL SEPARATION /
(10 STANDARD SPACES SHOWN + 1 HC AT WEST, NOT SHOWN) ,
SD CURB INLET W/MHO
TOP=51796'
/
JGQ
•�
INV. 1N=513.53' 15'HOPE
lI{�
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SD /NLET W/GRATE
TOP=513.61'
/
�y
CONC. STAIR
INV /N=510.40' 15" HDPE
/ /
8 TREADS,
INV. OUT=510.27' 15" HDPE
/ /
/
9 RISERS W/ RAIL
& CHEEK WALL
OUTLET l
INV. (OUT)=49280' 18"RCP
18"RCP / 18" RCP
MHD /TOP=511.29'
INV. IN=506.80' 15" HDPE (E)
03
INV. 1N= OUT=' 9.91' 1 "RCP /
INV. IN= 500.14' 18"RCP (SE)
INV OUT=499.91' 18"RCP
FFE=514.83'
i MULTI -LEVEL
BRICK SCHOOL FACILITY
MONTICELLO H.S.
(1400 INDEPENDENCE WAY)
3
0
WI H N TES ON THE
PL
CONC. SWK (RAMP W/ RAIL)
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11 1
11
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11
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I1
11
SD INLET W/ GRATE 11
TOP=513.12' 111
INV. 1N=508.25' 15"RCP (NE)
INV 1N=508.15' 15" RCP (SW) 11
INV. OUT=508. 1't 18"RCP U 11
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11
11
11
11
11
11
11
11
SD /NLET W/GRATE 11
TOP=513.38' 11
INV. OUT=509.43' 15" RCP ------ \111
30' LONG RAMP WITH
HANDRAILS (DESIGN BY
OTHERS)
7.83' X 6' LEVEL
LANDING
SEWER
PUMP PER
PLUMBING
PLANS
I
CLEANOUT
12'
FIRE
\\LLANE
\\ 1
Tx 8" ELECTRICAL
TRANSFORMER PAD
(DESIGNED BY OTHERS)
STEEP
MODULAR +
CLASSROOM 1
FIFE = 523.40
1
7'
EP
CURB I LETW/ HD TIE ROPJ11SN
ED G-6
'=523.2
. 1N=51 .22' 15" CP TO ESTIN AT
:OUT= 14.0T 1 'RCP NEA EST JT ( P.)
_ W — (16 SPACES)
7-
ELECTRIC CG-3 TRANSITION BACK
uaucr TO CG-2 AND TIE TO
kEXISTING ON EITHER SID ASPHALT
RISERSWI
HMARK
GE SPIKE SET \ (g SPACES)
=525.53'
RESTO \
ASPHA T T
RESTO I NDETAILAWCUT,REMOVE AND REPLACE
ASPHALT AS REQUIRED FOR WATERLINEPER
GIs
169 LF 2" HDPE IPS WATER-0QNN 0§ION PER MAPPING FROMACSA
DR11 200 PSI PAVEMgNiETRENCHING DETAIL (REC'D 04-09-21)
WATER SERVICE 5RISERS W/RAIL CONC. WALL
(W=0.67)
EP
CURB
4"PVC
INV. OUT=526.28'
CLEAN -OUT CANOPY
—� CONC SWK (RAMP W/ RAIL)
MULTI -LEVEL
BRICK SCHOOL FACILITY
BLDG. LINE MONTICELLO H.S.
ABOVE (1400 INDEPENDENCE WAY)
BLDG. BELOW,
AT ENTR.
(2) CONC. STAIR(S)
EA. STAIR =
11 TREADS,
12 RISERS W/RAIL
& CHEEK WALL
i
I
I
I
I
I
I
1
1
1 \
x\
a
z\
C
�
m
z
h
m\
12" PINE
(DEAD)
\
SD INLET W/GRATE
X
TOP=51769'
INV. 1N=51526' 15" RCP
INV. OUT=514.98' 15"RCP \
\X
1
24"P/NE
----UGP—
�1
LEGEND:
HEAVY DUTY ASPHALT
CONCRETE SIDEWALK
LIGHT DUTY ASPHALT
NOTES
1. WATER SERVICE LINE TO BE 2" HDPE IPS DR11 (200 PSI) SHALL
BE MANUFACTURED FROM A PE 3408 RESIN LISTED WITH THE
PLASTIC PIPE INSTITUTE (PPI) AS TR-4. THE RESIN MATERIAL
WILL MEET THE SPECIFICATIONS OF ASTM D3350-02 WITH A CELL
CLASSIFICATION OF PE 345464C. PIPE SHALL HAVE A
MANUFACTURING STANDARD OF ASTM D2737 (COPPER TUBING
SIZE), ASTM D2239 (IRON PIPE SIZE, CONTROLLED INSIDE
DIAMETER) AND ASTM D3035 (IRON PIPE SIZE, CONTROLLED
OUTSIDE DIAMETER). THE PIPE SHALL CONTAIN NO RECYCLED
COMPOUNDS EXCEPT THAT GENERATED IN THE
MANUFACTURER'S OWN PLANT FROM RESIN OF THE SAME
SPECIFICATION FROM THE SAME RAW MATERIALS. ALL PIPES
SHALL BE SUITABLE FOR USE AS PRESSURE CONDUTIS, AND
PER AWWA C901, HAVE NOMINAL BURST VALUES OF THREE
TIMES THE WORKING PRESSURE RATING (WPR) OF THE PIPE.
PIPE SHALL ALSO HAVE THE FOLLOWING AGENCY LISTINGS OF
NSF 14 AND NSF 61.
CG 12
1 I VAULT
®
\� LUSH URB O
\�\ IE PR POS
6" DEC i
tDEW LK T
E\*STING ASPHAL
1 I
1
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6"DEC
"PINE
\\\ m
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12" PINE X
5' WIDE
\ �, I I
STRIPED
\\
PEDESTRIAN
\ \ I
CROSSWALK
\\\
\ I
\�- 1s" \ x
SO CURB INLET W/MHO
EXISTING
CEDAb
\\
C9 TOP=52562'
FIRE
INV. IN=521.06' 8"PVC (SW)
I HYDRANT
I I INV. OUT=521.02'15"RCP
N
n
8" CEDARI
S
n
m
IASPHALT
8" CEDAR \
SCALE V=20'
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0511012021
DRAWN BY
YT
DESIGNED BY
AM
CHECKED BY
is
SCALE
1"=20'
JOB NO.
694.005
SHEET NO.
C4.0
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20.94 STEEP SLOPES MANAGED I
I I I I X
(TYP.)
I I I I
1
II I
520.82'
019.35'
II III 11
520.39'
I
\
\
�
I,III
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ALL DOWNSPOUTS ON THIS SIDE OF THE OFI 520.78'
520.55' I DECK 520.35'
I
I
THE BUILDING SHALL BE PIPED UNDERI
523.40'
1
II \1\
TRAILERS ABOVE GRADE BY PLUMBER TO 520.70'
I
I
1
I
OUTLET TO DITCH ON THE OTHER SIDE OF THE'
I
a
BUILDING (TYP.
DOWNSPO< T (TYP.) I I
I I \
I
\\
1
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(PART OF) TMP 91-2 \\
- - - - - - - - - - - - - - I I I
I I I
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THE COUNTY SCHOOL BOARD OF
I
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ALBEMARLE COUNTY, VIRGINIA
I I
1 \
/ I
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DB. 1740, PG. 559 \\
ZONED: R15
MOD LAR
RA I I
1
1 1
I I
\
CLASSOOM I I I
1 1
REA FFE = 52�1.40
/
CONSTRUCT RAMP AT GRADE I
I
I
WITH A 1.5% CROSS SLOPE TO \
I
I 1
/ I
ENSURE POSITIVE DRAINAGE
�`s22
ACROSS IT AND OFF THE
II
SOUTHEAST SIDE INTO THE DITC
/
'1
1 I
\
p • I I 1
i ,I i I \
\
\ \
I I I 1
I
1 I, I I UTLET ALL DOWNSPOUT PIPES
APPROXIMATELOCATION
OF EXIST/NG PAVED
I � ,
\ 520.92
-
���-523----��- --- 521.00''
/ WOOD BARRIER / / 1 \
\ \ 6"x 6"POST W/ SINGLE RAIL
CURB ,
\ \ EP \ ^ \
\ \ \ CURB
\ \ \ \ RAMP \
1
SD CURB INLET W/MHD (12 STANDARD SPACES TOTAL, 9 CAPTURED IMSURVEY) \
TOP=518.95' \ \ (2 HC Spi9CES)
INV. OUT=514.87' 15"HOPE
SD CURB INLET W/MHD ASPH�(ILT \ \ \ l
TOP=520. 10' \ \ \ \ \ \
INV. OUT=51599' 15" HOPE
(7 SPACES)\ \ \
L/GHTON2'0 \ \ UGP
SD INLET W/GRATE CONC BASE
TOP=5228'
TOP=51588' \ \
INV. 1N=513.64' 15" HDPE (N) LO _ ' 1 \ \ U P I 1
INV. 1N=513.58' 15" HDPE (E)
INV. OUT=513.55' 15'HOPE I 15n \ \ \ \
_ C&G__�U
UGP- \ GP /c LIGHT ON 2CD \
CURB CONC. BAS4 \
TOP=524.1'
APPROXIMATELOCATION \ No _WL - - -W-
// j -W �- 1 \
OF EX/STING PAVED l / W - - - _W 1 2
PATH \ ASPHALT
N N
WATERL/NE PER G/S
l l
1 `'- \
/
/,
MAPPING FROM ACSA
l (REC'D 04-09-21)
(10 STANDARD SPACES SHOWN + 1 mac. AT WEST, NOT SHOWN)
\
/7
\
SD CURB INLET W/ MHD
TOP=51796'
l
V
EP
✓,�'Q
/ / JGQ
INV. IN=513.53' 15"HDPE
SD/NLETW/GRATE
l�r
_
------ - -_ - -_
TOP-513.61'
ll
ii� 1f0--_------CONC.$TAIR_
INV. IN=510.40' 15" HDPE
/ /
8 TREADS,
INV. OUT=510.27' 15"HDPE
//
/ �% - - - - -
/
- - - -J RISERS W>RA/C - ' - - - - - - - - - -
\ \ ,
1 N
2
l l
_
& CHEEK WAL
_ _ L
ourLEr
INV. (OUT)=492.80' 18"RCP
�y
Iv�_ _
-514-
--------------------
-
18"RCP
0
--
/
------------------------------------
18"RCP
\
MHD u
TOP=511.29' l CONC. SWK (RAMP W/ RAIL) 11
INV. 1N=506.80' 15" HDPE (E) 11
INV. 1N=503.77' 15" HDPE (NE) 1
INV. IN= 500.14' 18" RCP (SE) 11 I I 1 1 I I
INV. OUT=499.91' 18" RCP 111 I
1 1 I
FFE=514.83' SD/NLETW/GRATE 11
11
FFE=514.83' TOP=513.12'
INV. IN=508.25' 15" RCP (NE)
INV. IN=508.15' 15" RCP (SW) U-11
MULTI -LEVEL INV. OUT=508. 1't 18'RCP U 11^
BRICK SCHOOL FACILITY OC IIY
MONTICELLO H.S. N 11
r-11
(1400 INDEPENDENCE WAY) 11
11
11
11
� 111
11
11
SD INLET W/GRATE 11
TOP=513.38' 11
INV. OUT=509.43' 15" RCP 11
11
TO 2'X1' CONCRETE SPLASH
------i-----
- BLOCKS (TYP.)
\ N LO
u1 1 hip 1 I I I II I I, I, o
_\
• \ I I
\ Y;
ONSTRUCT WEIR 3'x3' SQUARE WALL AROUND TOP OF
12 PINE -`I EXISTING DROP INLET STRUCTURE. PROVIDE A 3" TALL BY
1 I 1
DEAD 4.5" WIDE ORIFICE OPENING AT ELEVATION OF TOP INLET STRUCTURE 517.70. CONSTRUCT TOP WEIR WALL ON
DECK
21 4 \ 1 // 11 I 1 11 I' ' I 1' II 'I 1 SD //GRATE ' X TO 518.50. A
P=51769'
PROVIDE MORTARED BOTTOM OR MASTIC SEAL
\
523.40'
/ I � I 1 1 I \ \ AROUND BASE TO ENSURE LOW FLOW PASSES ONLY
I
w \ 520.00' /519.50' I I I I I 1 INV.1N=51526' 15"RCP \ THROUGH ORIFICE OPENING. LOCATE ORIFICE OPENING AT
\ 519.12' I I INV. OUT=514.96' 15"RCWN\ CONFLUENCE WITH SWALE DRAINAGE TO THE NORTH OF
THE INLET.
9 1 1 \ \
S?7 520 519
I
520.771
20
- _ - S23 - - S 23-97'- - - _ -521 -\1 -
24.7
=� -PC - - - - - - - - 24.69'-\ - l5 7 \ \ 24-PINE`
4
24 524 \\ <1
EP EX/f 524.61 I \ ELECTRIC
S CURB l LET / HD X C 523.8 ' / F\\\\
\ VAULT
T P=523.2 ' / 524.21' \1 V. IN=51 .22' 15 TC 5 3.69' / I \ \
l V. OUT= >4.0T 1 "RCP / \\\ t6" QE�
EX. 524.30' \\\ Q \ \ I
W _W - /y24, (16 SPACES)ELECTEX. 524.38' \\\ I I 1 I
VAULT
RIC /
ASPHALT �n�\\
BGVE%fMARK
E BRIDGE SPIKE SET 61' DEC II I
\\ I
ELEV=525.53' (9 SPACES) PINE ^\ e I a
a \\ G) I \ I
-CONC. STAIR 12 PINE \ X
3 TREADS,
4 RISERS W/RAIL
& CHEEK WALL
WA TERL/NE PER G/S h \\\ \ I
CONC. STEPS MAPPINGFROMACSA
\
X
4 TREADS, (RECD 04-09-21)
1
CEDA/d
\
SD CURB INLET W/ MHD
5 RISERS W/RAIL CONC. WALL
\\
\ C9
J
TOP-525.62'
(W--0.67)
I
1 \ \ I
INV. 1N=521.06' 8" PVC (SW)
EP
/ I \ 1
/NV. OUT=521.02' 15" RCP
_
r r -o- CURB
l `
/ - - - - - -528- - - - - --IAW.-OUS=526.28' -5?7_ -
18"I CEDJ
/
CLEAN -OUT
CANOPY
k 1
CONC.SK (RAMP W/RAIL)
Cxj
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MULTI -LEVEL
BRICK SCHOOL FACILITY
I ASPHALT
l �\
BLDG. LINE
MONTICELLOH.S.
I BGCEQAR
ABOVE
(1400 INDEPENDENCE WAY)
I
I /
I
BLDG. BELOW,
AT ENTR.
(2) CONC. STAIR(S)
EA. STAIR =
11 TREADS,
12 RISERS W/ RAIL
& CHEEK WALL
31\
SCALE 1"=20'
0 20' 40'
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