HomeMy WebLinkAboutSDP201000004 Plan - Approved Major Amendment, Final Site Plan 2010-05-05LIR rol w0pa :11 L'* V-11 WA k i =0 11 =kyll wel :3 iTil 1 :40 1111 all iviil 110 111 T� 140 k a :3 wil 0 0 :fo
N46*48'23"E
12.54'
N12*26'59"E
9.50'
24*21'06"E
15,42'
TMP 61W-3-26
Open Space Parcel
Turtle Creek Condominiums
D.B. 987-372
Present Use: Apartments
Zoning: R-10 N
TMP 61 W -3-14A
Colonial Realty
Limited Partnership
0.55 Acres
D.B. 3782-310
Present Use: Apartments
Zoning: PRD
N46°42'21 "E
159.19' IF
TMP 61W-3-14
Southland Homes, Inc.
1.149 Acres
D.B. 3664-286
Present Use: Vacant
Zoning: R-15 (Residential)
243.04'
�42 75 7 -W
5*55'59"E
27.94'
A ITO I I T I If
I or
I
Cl -COVER SHEET
C2 - NOTES, ABBREVIATIONS AND LEGEND
C3 -SITE &GRADING PLAN
C4 -PHASE I - E&SC PLAN
C4A - PHASE 2 - E&SC PLAN
_� C5 - LANDSCAPE "LAN
C6 - LIGHTING PLAN
C7 - UTILITY PRO�iLES/DRAINAGE AREA SHEET
C8 - DETAILS
OWNER/DEVELOPER:
Southland Homes Inc.
315 Winding River Lane Suite 201
Charlottesville VA, 22911
434-973-8088
CURRENT DEVELOPMENT ENGINEER
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TMP 61W-3-15
Colonial Realty
Limited Partnership
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4.503 Acres
D.B. 3782-310
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'1 resent Use: Apartments
Zoning: PRD
A ITO I I T I If
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Cl -COVER SHEET
C2 - NOTES, ABBREVIATIONS AND LEGEND
C3 -SITE &GRADING PLAN
C4 -PHASE I - E&SC PLAN
C4A - PHASE 2 - E&SC PLAN
_� C5 - LANDSCAPE "LAN
C6 - LIGHTING PLAN
C7 - UTILITY PRO�iLES/DRAINAGE AREA SHEET
C8 - DETAILS
OWNER/DEVELOPER:
Southland Homes Inc.
315 Winding River Lane Suite 201
Charlottesville VA, 22911
434-973-8088
CURRENT DEVELOPMENT ENGINEER
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Lic. No. 12402
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DED PROJECT NO: 09.0159
INDEX TITLE:
DATE: 01-07-2010
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DED PROJECT NO: 09.0159
INDEX TITLE:
DATE: 01-07-2010
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CON( CONCRETE
SITE DATA
& GENERAL NOTES
....... .............
ABBREVIATIONS
LEGEND
:;:.........
- DD
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
CY
SEWER SERVICE; ACSA SERVICE AVAILABLE ALONG COMMONWEALTH DRIVE
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
RIGHT OF WAY
GENERAL
ROLL TOP
EXIST NEW DESCRIPTION
EXIST
STORM SEWER
NEW
DESCRIPTION
SITE DATA
GENERAL UTILITY NOTES
9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE
CG-2
BUILDING 25' 15' 20'
ACCEPTANCE OF ALL UTILITIES.
RD
ROOF DRAIN
10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
DIAMETER
MAXIMUM BUILDING HEIGHT: 35 FEET
SQUARE
0
CG -3
11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHAH BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.
,;: :.:
SIDEWALK(S): 6 FOOT WIDE, MIN 4" CLASS A3 CONCRETE
12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR
ARAN
ABANDON(ED)
IFIRON FOUND
PROPERTY LINE
DUMPSTER PAD: 1018' CONCRETE DUMPSTER PAD, 4,000 PSI CONCRETE
x
125 TC
TOP OF CURB ELEVATION
OWNER /DEVELOPER:
1.
CONTACT MISS UTIUTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTIUTIES MARKED. THE
14. FOR UTUTTES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO
SW
SIDEWALK
NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M.
CG -7
PROPOSED USE: MULTIFAMILY RESIDENTIAL, 14 UNITS
15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE„ CABLE, ETC., ARE IN PLACE PRIOR TO
SOUIHLAND HOMES INC.
CONSTRUCTION OF SUBBASE AND/OR PAVING.
CONTRACTOR SHAD_ VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN
ADJ
ADJUST
IS IRON SET
- - ADJACENT PROPERTY LINE
16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED
x
12`13C
BOTTOM OF CURB ELEVATION
EC
EDGE OF CONCRETE
SATISFACTION.
TO BE ABANDONED
PARKING SCHEDULE: SPACES REQUIRED: SPACES PROVIDED:
2
17. ALL WATERUNES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE
HANDICAP 2
315 WINDING RIVER LANE SUITE 201
2.
THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE
APRX
APPROXIMATE
LOD LIMIT OF DISTURBANCE
- - ®- - - VACATED PROPERTY UNE
-4"FP
x
125 FL
FLOW LINE ELEVATION
CHARLOTTESVILLE VA, 22911
19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC
REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE
BFC
BOTTOM FACE CURB
LF LINEAR FEET
PAVED 0 0.0 12,890 SF (0,29 ACS) 25.73
20, ALL PIPES SHOWN AS RCP ON PLANS SHALL BE RONFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
m
OPEN 50,094 SF (1.15 ACS) 100.0 31,441 SF (0.73 ACS) 62.77
PLANS.
TOTAL 50,094 SF 1.15 ACS) 100% 50,094 SF 1.15 ACS 100%
PLANS, THE UTIUTY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE
LOADING DOCK
;.:<.............
22.EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,
BUILDING SETBACK
I::` s
x
125 EOP
EDGE OF PAVEMENT ELEVATION
LEGAL REFERENCE: DEED BOOK 3664 & PAGE NUMBER 286
CD
UTIUTES, NOR DOES IT GUARANTEE AGAINST THE POSSIBIUTY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS.
BFE
BASEMENT FLOOR ELEVATION
LT LEFT
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 VOOT UNLESS OTHERWISE NOTED,
PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES,
G
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
EXIST EXISTINGTC
--q - PARKING SETBACK
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION,
x
125
SPOT ELEVATION
AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING
BM
BENCHMARK
ACHIEVED.
TO REMAIN
6. PAVED, RIP -RAP OR STABIUZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
G
TAX MAP 61W, SECTION 3, PARCEL N0. 14
OVERHEAD ELECTRIC WIRE
U11UTIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES,
TOW
MAX MAXIMUM
- • - �-'� � ■ ® ZONING UNE
r
x
125 TW
TOP OF WALL ELEVATION
UNDERGROUND ELECTRIC
3.
WHERE AN EXISTING UTILITY IS FOUND TO CONFUCT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT
BC
BUILDING CORNER
MIN MINIMUM
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
MAGISTERIAL DISTRICT: JACK JOUETT
FINISHED FLOOR ELEVATION
THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
TOP OF SLOPE
-
SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE
x
125 BW
BOTTOM OF WALL ELEVATION
12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF
BOW
BOTTOM OF WALL
MON MONUMENT CONCRETE
LIMITS OF DISTURBANCE
GENERAL WATER & SEWER CONDITIONS
UNPAVED AREAS, COMPACT.90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT
FT
FUEL TANK
SOURCE OF BOUNDARY SURVEY: DOMINION DEVELOPMENT RESOURCES
1.
THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORN( RELEASES OWNER FROM OBLIGATIONS FOR
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE
UNDERGROUND TELEPHONE LINE
GE
FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR
TEST PIT LOCATION BORING LOCATION
/
THE LOCATION OF EXISTING U11UTIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS, COMMON FILL MATERIAL
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT,
BS
BOTTOM OF SLOPE
NTS NOT TO SCALE
=`'^^'_"' %' �!!!� FLOODPLAIN LIMIT
THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY
WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A
SOURCE OF TOPOGRAPHY: B. AUBREY HUFFMAN & ASSOCIATES, LTD., FIELD VERIFIED NOVEMBER 2009.
4.
ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO
CG12
ACCESSIBLE CURB RAMP
PRVD PROVIDED
-�- UNDISTUIRBED BUFFER ZONE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001).
THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
6.
BENCHMARK
15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCO13DANCE WITH VDOT AND ALBEMARLE COUNTY
FENCE
BE INSTALLED ACCORDING TO ACSA STANDARDS.
STANDARDS AND SPECIFICATIONS.
7.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION
LP
LIGHT POLE
SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
8.
THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY,CF
5.
RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PUL_ BOXES, AND MANHOLES,
THE UNE.
CUBIC FEET
R RADIUS
AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE
MANHOLE
. .........
•
IRON FOUND
ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FFEDERAL IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE: TAKEN,
-FLOOD INSURANCE RATE MAP NUMBER: 51003CO278D, DATED: FEBRUARY 4, 2005
AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
CL
CHAIN LINK
READ REQUIRED
EDGE OF GRAVEL - - -
SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET,
STREAM / WATER COURSE""`
4.
IRON SET
CON( CONCRETE
BENCHMARK(5): EXISTING DROP INLET ALONG COMMONWEALTH DRIVE (SOUTHWEST CORNER OF SITE), EL = 516.13, NAVD88 DATUM.
A. IMPERVIOUS SURFACES: FLUSH
B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
....... .............
WATER SOURCE: ACSA SERVICE AVAILABLE ALONG COMMONWEALTH DRIVE
6. ALL BLASTING REQUIREMENTS TO INSTALL UTIU11ES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE
:;:.........
- DD
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
CY
SEWER SERVICE; ACSA SERVICE AVAILABLE ALONG COMMONWEALTH DRIVE
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
RIGHT OF WAY
THESE PI -ANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
ROLL TOP
THIS PROPERTY IS ZONED R-15
8. ALL STORM SEWER SHAD_ BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON
STORM SEWER
C/C
THE DRAWINGS.
SE
SETBACKS: FRONT YARD SIDE YARD REAR YARD
9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE
CG-2
BUILDING 25' 15' 20'
ACCEPTANCE OF ALL UTILITIES.
RD
ROOF DRAIN
10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
DIAMETER
MAXIMUM BUILDING HEIGHT: 35 FEET
SQUARE
0
CG -3
11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHAH BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.
,;: :.:
SIDEWALK(S): 6 FOOT WIDE, MIN 4" CLASS A3 CONCRETE
12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR
DC
DECK CORNER
NOTED ON THE PLANS.
STATION
DUMPSTER PAD: 1018' CONCRETE DUMPSTER PAD, 4,000 PSI CONCRETE
13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER
COMBINIAl10N 6" CURB &GUTTER
-- -
FACILITIES.
TRENCH DRAIN
CURRENT USE: VACANT
14. FOR UTUTTES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO
SW
SIDEWALK
NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M.
CG -7
PROPOSED USE: MULTIFAMILY RESIDENTIAL, 14 UNITS
15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE„ CABLE, ETC., ARE IN PLACE PRIOR TO
CONSTRUCTION OF SUBBASE AND/OR PAVING.
PARKING CALCULATION: 2 SPACES PER UNIT + 0.25 GUEST SPACES PER UNIT
(2SPACE
0.25*14) = 32 SPACES REQUIRED
16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED
;; .._ .._.
a" w
ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE
EC
EDGE OF CONCRETE
STANDARDS AND SPECIFICATIONS OF VDOT.
TO BE ABANDONED
PARKING SCHEDULE: SPACES REQUIRED: SPACES PROVIDED:
2
17. ALL WATERUNES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE
HANDICAP 2
(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS.
REGULAR 30 3Q
QBE
TOTAL 32 32
18. PROPOSED UNDERGROUND U11LI11ES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A
-4"FP
FIRE PROTECTION LINE
MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER.
EDGE OF PAVEMENT
LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) %
19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC
BUILDING(S) 0 0.0 5,763 SF (0.13 ACS) 11.50
CODE.
PAVED 0 0.0 12,890 SF (0,29 ACS) 25.73
20, ALL PIPES SHOWN AS RCP ON PLANS SHALL BE RONFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
m
OPEN 50,094 SF (1.15 ACS) 100.0 31,441 SF (0.73 ACS) 62.77
PLANS.
TOTAL 50,094 SF 1.15 ACS) 100% 50,094 SF 1.15 ACS 100%
21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE.
LOADING DOCK
;.:<.............
22.EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,
WATER SERVICE UNE
ES
TO MATCH FINISHED GRADES,
TBR
TO BE REMOVED
GENERAL CONSTRUCTION NOTES
CD
a
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC 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 VOOT UNLESS OTHERWISE NOTED,
®
G
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
EXIST EXISTINGTC
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 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
FC
FENCE CORNER
ACHIEVED.
TO REMAIN
6. PAVED, RIP -RAP OR STABIUZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
G
DEEMED NECESSARY Its MMR TO STABIUZE A DRAINAGE CHANNEL,
OVERHEAD ELECTRIC WIRE
FL
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES,
TOW
TOP OF WALL
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
r
z
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART
- UGE
UNDERGROUND ELECTRIC
1926),
10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
FFG
FINISHED FLOOR ELEVATION
11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS,
TOP OF SLOPE
-
SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE
MATERIAL IN 6" LIFTS.
OVERHEAD TELEPHONE LINE
12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF
BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS,
WOOD GUARDRAIL
PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION, IN OTHER
GENERAL WATER & SEWER CONDITIONS
UNPAVED AREAS, COMPACT.90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT
FT
FUEL TANK
SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL.
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE
UNDERGROUND TELEPHONE LINE
GE
FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR
2.
THE LOCATION OF EXISTING U11UTIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS, COMMON FILL MATERIAL
- - -
AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL
SHAL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR
-CATV-
UNDERGROUND UNES AND STRUCTURES AS NECESSARY.
THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY
WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A
`t
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001).
THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE
15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCO13DANCE WITH VDOT AND ALBEMARLE COUNTY
FENCE
CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT UNES, SERVICE LATERALS AND WATER UNES, ETC,
STANDARDS AND SPECIFICATIONS.
7.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION
LP
LIGHT POLE
SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
-
00
THE UNE.
17AN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION
GENERAL NOTES
AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE
MANHOLE
. .........
VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
1.
ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FFEDERAL IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE: TAKEN,
AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
CO
2.
ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
MANHOLE (DRAINAGE)
I
SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET,
STREAM / WATER COURSE""`
4.
TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY.
HEADWALL
5.
PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
MHE
6.
ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP.
- - - -
CON( CONCRETE
RT
RIGHT
....... .............
EDGE OF PAVEMENT
:;:.........
- DD
UNDERDRAIN
CY
CUBIC YARDS
R/W
RIGHT OF WAY
- - - - -
ROLL TOP
...
�-
STORM SEWER
C/C
CENTER TO CENTER
SE
SPOT ELEVATION
°:�
CG-2
STANDAIRD 6" CURB
... ,, ..........
RD
ROOF DRAIN
DIA
DIAMETER
SQ
SQUARE
0
CG -3
STANDAIRD 4" CURB
,;: :.:
0 8s ._
SEWER LINE
DC
DECK CORNER
STA
STATION
- «
CG -6
COMBINIAl10N 6" CURB &GUTTER
-- -
- TD
TRENCH DRAIN
DW
DRIVEWAY
SW
SIDEWALK
CG -7
W
�
COMBiNiATION 4" CURB &GUTTER
;; .._ .._.
a" w
WATER LINE
EC
EDGE OF CONCRETE
TBA
TO BE ABANDONED
QBE
BUILDING ENTRANCE
...........
-4"FP
FIRE PROTECTION LINE
EP
EDGE OF PAVEMENT
TBC
TOP BACK CURB
m
®�D
LOADING DOCK
;.:<.............
-2'Cw-
WATER SERVICE UNE
ES
END SECTION
TBR
TO BE REMOVED
CD
a
a
BOLLARID
®
G
GAS LINE
EXIST EXISTINGTC
TOP OF CURB
FC
FENCE CORNER
TRM
TO REMAIN
�-
G
- DHE
OVERHEAD ELECTRIC WIRE
FL
FENCE LINE
TOW
TOP OF WALL
:............._..:..........
r
z
cn
- UGE
UNDERGROUND ELECTRIC
STEEL GUARDRAIL
FFG
FINISHED FLOOR ELEVATION
TS
TOP OF SLOPE
-
OHT
OVERHEAD TELEPHONE LINE
U
WOOD GUARDRAIL
FT
FUEL TANK
TYP
TYPICAL
_.v_....
- UGT --
UNDERGROUND TELEPHONE LINE
GE
GROUND ELEVA11ON
WET
WETLANDS
...:... ............. •.......
- - -
PATH
%< ;>
-CATV-
CABLE TV
GR
GUARDRAIL
WSE
WATER SURFACE EDGE
`t
�
TREE LUNE
DRAIN INLET (DI)
1
zui
UTILITY
......
-
FENCE
F6A
FILTERA
ARV
AIR RELEASE VALVE
LP
LIGHT POLE
-----------
BLOCK WALL
-
00
STORM/SANITARY MANHOLE
BOA
BLOW OFF ASSEMBLY
MH
MANHOLE
. .........
- - - - - -
RETAINING WALL
r""
PLUG OR STUB
CO
CLEANOUT
MHD
MANHOLE (DRAINAGE)
- -
STREAM / WATER COURSE""`
;.......: %
�/
HEADWALL
CPD
TELEVISION PEDESTAL
MHE
MANHOLE (ELECTRIC)
- - - -
POND
o
SEWER CLEANOUT
CATV
CABLE TEI•EVISION
MHS
MANHOLE (SEWER)
..............: : ...... ...... ..
12
INTERVAL CONTOUR
"j
®V
WATER VALVE & BOX
CMP
CORREGAiED METAL PIPE
MHU
MANHOLE (UTILITY)
-- oo
INDEX CONTOUR
FIRE HYDRANT
DFC
DRAINFIELD CORNER
OHE
OVERHEAD ELECTRICwm
Ia
PARKING COUNT
WATER METER
DI
DROP INLET
OHT
OVERHEAD TELEPHONE
f;
CROSSWALK
CR S. LK
WATER
A WELL
DIP
DUCTILE IRON PIPE
PP
POWER POLE
!
HANDICAP ACCESSIBLE AISLE
0cv
GAS VALVE
ET
ELECTRIC TRANSFORMER
PVC
POLYVINYL CHLORIDE
CG -12'.
oM
GAS METER
EW
END WALL
RCP
REINFORCED CONCRETE PIPE
FH
FIRE HYDRANT.
HANDICAP PARKING
LIGHT POLE
SAN
SANITARY
FM
FORCE MAIN
►
VAN -ACCESSIBLE HANDICAP PARKING
:€
Ff
TRANSFORMER PAD
SCG
STORMWATER CONVEYANCE CHANNEL
VAN
FO
FIBER OPTIC
TOP
TOP ELEVATION
CONCRRETE PAVEMENT J SIDEWALK
t
UTILITY POLE
FT
FUEL TANK
TP
TELEPHONE POLE
y ...
RIPRAPP
•
GUY POLE
GL
GAS LINE
TPD
TELEPHONE PEDESTAL
ASPHALTTSV
MATCHUNE
GM
GAS METERNEW
TAPPING SLEEVE &VALVE
GRASS
GT
GREASE TRAP
UE
UNDERGOUND ELECTRIC
�=1
EC -2 BLANKET MATTING
GP
GUY POLE
UP
UTILITY POLE
GW
GUY WIRE
EC -3 TYPE A
UT
UNDERGROUND TELEPHONE
NOTES:
GV
GATE VALVE
-- -
°-!' -'
EC -3 TYPE B
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
WL
WATER LINE
2. ALL ABBREVIATIONS
AND SYMBOLS
SHOWN MAY NOT BE USED.
HDPE
HIGH DENSITY POLYETHYLENE
WM
WATER METER
WETLANND
3. REFER
TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS.
INV
INVERT
WV
WATER VALVE
f " • f' /1' 1' � 1 ' 1 1
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2, ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMENT.
3. TIHE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
OF ANY CONSTRUCTION.
4. CCONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT
ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN
FRISK,
5. 7HE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN
CCOWr ETED INCLUDING UTILITY POLES,
6. CCONTRACTOR SHAH COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE.
7. CCONTRACTOR SHAH NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
FFROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS
RAND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
8. (CONTRACTOR SHAH COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS,
-------- SANITAARY EASEMENT
--- •- GRADI9NG EASEMENT
DRAINIAGE EASEMENT
UITLIT`Y EASEMENT
- WATERR EASEMENT
ACCESS EASEMENT
- STORW DRAINAGE EASEMENT
9. CONTRACTOR SHALL BE: RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED
TO, ALL UTIUTIES, STOR6M DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE
WITH GOVERNING AUTHOPRIIIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL' COST
SHALL BE INCLUDED IN [BASE BID.
10. CONTRACTOR SHALL COPNTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER,
11, THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
(VSMP), GENERAL CONSITRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
RECREATION (DCR) UNDEER THE JURISDIC11ON OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A
GOP NOTICE OF INTENT WITH THE OCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP
REGULATIONS.
12. CONTRACTOR SHALL COMRDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE: RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTIUTY
COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTIUTY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
it
o. V,__-1
NEAL N. WRIGHT >
Lic. No. 22402
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Lic. No. 22402
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FOR ALL BENDS
o a 45'
max
PLUG
D
2
7
1 1
FOR TEE OR WYE FITTINGS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
MI
NG AS
ABED -\ 4
SECTION 1-1
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
CID
12MIN
L
H
_
T
L
H
T
MINIMUM ELEVATION
90
2.50
2.50
3.01
0.24
4'-0"
5»
IRE LINE
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
CONCRETE-----°
22 1/2
1.50
2.00
2.52
0.10
a
CHANNEL TO BE
11 1/4
1.50
2.00
2.50
0.10
3/4 DIAMETER OF
13g
90
3.66
3.16
3.21
0.48
SEWER.
C)
12"
A FILLETED INVERT FOR A SMOOTH
45
2.66
2.66
2:77
0.26
PROVIDED.
MIN, 6" BEDDING
8'
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
OUTLETS TO BE SEALED & GROUTED
11 1/4
1.66
2.16
2.67
0.13
V)
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
CD
�'
-11 1/4
1.83
2.33
2.84
0.18
z
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCK DETAIL
3 NOT TO SCALE ��
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA -*"
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
2'-0"
NOT TO SCALE
EMB
SPRII
C
NO. 68
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-----FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
'(ALL 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 BE 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 N0. 68 STONE
Ft
B
SANITARY SEWER INSTALLATION DETAIL
NOT TO SCALE
Li
z
CONC. BASE
i SLOPED TO FLOW
DIEL 1/4" : 1' MIN
a
BRANCH
ly
Critical Slopes
New 38" HDP
S3ee Prof!16` 3,,
`
e
°
(C'
RUBBER COATED STEEL
INE
3'-0" MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS
CID
12MIN
"0" RING SEALS
4
16" MAX
a
i
MINIMUM ELEVATION
m
3. All utilities to be installed Per ACSA standards.
W
DIFFERENCE ACROSS M.N. 5"
4'-0"
5»
IRE LINE
FROM INLET TO OUTLET
0
ACSA. Dote overnight by-pass pumping is not
DED PROJECT NO:
SHALL BE 0.20 FEET.
permitted.
INDEX TITLE:
w
CONCRETE-----°
1
VARIES
DEPTH OF FLOW FILLETS
a
CHANNEL TO BE
-
�- -s
3/4 DIAMETER OF
13g
CONTRIBUTING
-- =�--
SEWER.
C)
12"
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN, 6" BEDDING
NOTE W/ N0, 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.
m
z
0
2 TYP. MANHOLE
W/ BRANCH TIE-IN (SECTION)
NOT TO SCALE
EMB
SPRII
C
NO. 68
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-----FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
'(ALL 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 BE 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 N0. 68 STONE
Ft
B
SANITARY SEWER INSTALLATION DETAIL
NOT TO SCALE
Li
z
CONC. BASE
i SLOPED TO FLOW
DIEL 1/4" : 1' MIN
a
BRANCH
ly
Critical Slopes
New 38" HDP
S3ee Prof!16` 3,,
`
(C'
1
.I
INE
18'
3:11 (Parson's Juniper or equivalent).
CID
2. Contractor shall provide safety rails for all walls
W
i
m
3. All utilities to be installed Per ACSA standards.
W
W
' DI
IRE LINE
0
ACSA. Dote overnight by-pass pumping is not
EC -1
ES -1-
New Riser
See 5/C3
e 5 I
ONS TO Critica Slopes-/`
HOLES SHALL t
r BE CORED AND A FLEXIBLE
w
--I CONNECTION " BOOT i
oINSTALLED
Z-- "
l �
TYP. MANHOLE BRANCH TIE --IN (PLAN)
NOT TO SCALE
i
SITE BENCHMARK
TOP OF DR OP NLET
terl in e
Easj ent
N
1W
alt thership
o
R DETENTION Il NOT
AcesLn
STORMWATE
° �31Q REQUIRED FOR THIS SITE. AN
at Ute: A aTt�ne�ts
4 $7
�2ACCESS` ROAD HAS BEEN Ln
1 v
Zon ��g: FKD o I
k PROVIDE FOR FUTURE USE BY
! ALBEMAFRLE COUNTY FOR THE
I ; ' 31 ESTABLISHMENT OF A REGIONAL
t
' STORMWATER FACILITY. t
-T-
/y
ej
0 ravel, t TK
access Road
k
NEAL WRIGHT
t ; Lie. No. 22402
10 ORMWA
MANA ENT A S z �� ) �! ( sI
\EASEMENT R `FU TUR :F' IONAL ,
I
i
> 17-9'x18' ...( Sa.ces ., ,- - _. \., W/Wooden Lnclosure
9 Detail See cFa- e ail /C8
v
4 2 ATER 1's 6
f
ELEVATION =516.13 j\_.
� Sight Distance -
Rim Elev = 484.00
5'4 Concrete
Standpipe To New MH --4 and
48" Storm Pipe
36" ORIFICE--\-�
Inv=478.50 36" HDPE
Inv= 478.50
7'Ox1"
Concretp- Be
NEW STORM WATER RISER DETAIL
NOT TO SCALE
- E-1
ONew Doghouse MH �
EXISTING 10" PVC SANITARY SEWER
a� gz�
20 0 20 40 60 NOTE
ER
INE
18'
3:11 (Parson's Juniper or equivalent).
CID
2. Contractor shall provide safety rails for all walls
W
m
3. All utilities to be installed Per ACSA standards.
W
W
' DI
IRE LINE
0
ACSA. Dote overnight by-pass pumping is not
DED PROJECT NO:
09.0159
permitted.
INDEX TITLE:
w
V
1
•
_'
U
-
�- -s
w
13g
`
C)
z
V)
cs
�
I` % ' ..
m
z
0
Vj
V)
-
Y
`
z I
�
x
Red er
20' Sanhtary t
CD
�'
E a se m e n d
r)
III
z
'-�- �
1
1'2
t
a
Ln
0
0
0
tij
Cn
6
CD
PQ
ELEVATION =516.13 j\_.
� Sight Distance -
Rim Elev = 484.00
5'4 Concrete
Standpipe To New MH --4 and
48" Storm Pipe
36" ORIFICE--\-�
Inv=478.50 36" HDPE
Inv= 478.50
7'Ox1"
Concretp- Be
NEW STORM WATER RISER DETAIL
NOT TO SCALE
- E-1
ONew Doghouse MH �
EXISTING 10" PVC SANITARY SEWER
a� gz�
20 0 20 40 60 NOTE
ER
INE
18'
3:11 (Parson's Juniper or equivalent).
CID
2. Contractor shall provide safety rails for all walls
W
3. All utilities to be installed Per ACSA standards.
W
W
' DI
IRE LINE
ACSA. Dote overnight by-pass pumping is not
DED PROJECT NO:
09.0159
permitted.
INDEX TITLE:
V
1
•
_'
-
�- -s
13g
`
g�
h
(n
I` % ' ..
Vj
-
Y
`
z I
�
x
Red er
20' Sanhtary t
�'
E a se m e n d
z
'-�- �
1
1'2
t
ELEVATION =516.13 j\_.
� Sight Distance -
Rim Elev = 484.00
5'4 Concrete
Standpipe To New MH --4 and
48" Storm Pipe
36" ORIFICE--\-�
Inv=478.50 36" HDPE
Inv= 478.50
7'Ox1"
Concretp- Be
NEW STORM WATER RISER DETAIL
NOT TO SCALE
- E-1
ONew Doghouse MH �
EXISTING 10" PVC SANITARY SEWER
a� gz�
20 0 20 40 60 NOTE
SCALE: 1" = 20' 1® Provide ground cover for all slopes steeper than
3:11 (Parson's Juniper or equivalent).
CID
2. Contractor shall provide safety rails for all walls
W
ht. g
neater than 4 feet in height.
3. All utilities to be installed Per ACSA standards.
W
W
4 Coordinate connection to existing utilities with
ry
a-
ACSA. Dote overnight by-pass pumping is not
DED PROJECT NO:
09.0159
permitted.
INDEX TITLE:
U3
SHEET NO: 3 OF 9
off- '
STONE
CONSTRUCTION
ACCESS
EXISTING GRADE
STONE
ORIGINAL
GROUND
ELEVATION
CROSS SECTION OF OUTLET 1�--j� I
= C Area 2 1.0'
ORIGINAL
H GROUND
Dry Volume D2 N r', ELEVATION
Wet Volume
EL_ = A (Excava
CLASS I _RIM
D1 /:`
FILTER CLOTH
**COARSE
AGGREGATE
WEIR LENGTH -�--y
CLASS I
RIPRAP
am
"COARSE AGGREGATE SHALL BE
VDOT $#3, #357, OR #5.
OUTLET (PERSPECTIVE VIEW)
N0. A B C H (ft} 7 (ft) WEIR NGTH DRf\(NAGE REA WET VQ D1 Area 1 sf Area 1 sf DRY VOL. D2 Area 2 sf Area 2 sf
(ftE} (Acres ';REQ) (ft) (REQ) 1 (PROV) (REQ.) (ft) (REQ) (PROV)
1 477''`79. ,481 4.0 2.0 6 1.0 1728 cft 2.5 813 sf 11 890 sf 11728 cft 11.5 11414 sf 11467 sf
KT'�Temporary Sediment Trap DetailST
. N,/'Not To Seale
70' Min
3" SM -2A ASPHALT TOP
2% 2%
6" MIN. 21A AGGREGATE BASE
PROFILE
FILTER CLOTH
EXISTING
PAVEMENT
CONSTRUCTION
ACCESS
EXISTING
2%- 2% 12'* Min 2% PAVEMENT
--POSITIVE DRAINAGE
*MUST EXTEND FULL ® TO SEDIMENT
WIDTH OF INGRESS TRAPPING DEVICE
AND EGRESS OPERATION
PLAN
12' Min POSITf VE DRAINAGE
TO SEDIMENT
2%- TRAPPING DEVICE
I IL I LI\ VLV I I I
SECTION A -A
NOTE: A minimum water tap of 1" must be installed with a minimum 1"
ballcock shutoff valve supplying a wash hose with a diameter of 1.5" for
adequate constant pressure. Wash waster must be carried, away from the paved
construction entrance to an approved settling area to remove sediment. All
sediment shall be prevented from entering storm drains, ditches, or
watercourses.
:3� CONSTRUCTION ENTRANCE DETAIL(CE)_
y 4 NOT TO SCALE
1. Install Construction Entrance.
2. Build Sediment Trap ST -1.
3. Install Perimeter Diversions As Shown.
4. Clear and Grade Site.
Compacted Soil
NOT TO SCALE
r'
l`
n f.
f
K ----
("'q:' OF DRO al € r ti f
FIEVATMUN
J
s,
E
i
i
i
i
SOIL LEGEND
27C - ELIOAK LOAM
34D - GLENELG LOAD
91 -URBAN LAND
20 0 20 40 .0
■10 E■��
F'02 CONSTRUC
ENTRANCETIOIN CE
3.09
DIVERSION TEMPORARY DIKE
3.13 SEDIMENT TRAIP ST
r
E
rJ
>n
>��g
TMP 61k-3-15
Colonial Realty
`
o_
oSt`�
4.503 (Acres
Ln
I
-E
D.A. 3782-310
1
i
I
.�
U)
a
Zoning: PRD
71�
1
f!
7
1
Ld
Ct
1
r
0
r
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oLL<
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d
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rJ
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TMP 61k-3-15
Colonial Realty
`
Limited Partnership
oSt`�
4.503 (Acres
-E
D.A. 3782-310
s
.�
U)
a
Zoning: PRD
C
Ld
r
rJ
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TMP 61k-3-15
Colonial Realty
`
Limited Partnership
4.503 (Acres
is
D.A. 3782-310
Present Usei Apartments
U)
f
Zoning: PRD
Ld
Ct
0
r
oLL<
°'.
d
l?
x
n
z
NEAL N. GHT
Lie, No. 22402
QNAL
V
W
xUj
z 12T n
- E
W �:D C--)
TING 10" PVC SANITARY SEWER
E
E ---q W
J
IW
0 t�
Cn
DED PROJECT NO: 09.015
INDEX TITLE:
C 4i
SHEET NO: 4 OF 9
t
-'ir
A�'S -16
WIRE SCREEN
SII
RUNOFF WATER
WITH SEDIMENT
'kjr�hVE_L FILILF\
CURB INLET
OVERFLOW
SEDIMENT 2" x 4"
WOOD STUD LCURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE
AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
*GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE
AGGREGATE.
I �CURB INLET PROTECTION (IP
NOT T_0SCALE
Silt Fence
FLOW
IF
I1_UVV IS IUWANU LMtJAINNMENT
FLOW
Stone Combination
1.0, 15
J,
*VDOT #3, #357, #5, #56 OR #57 CLASS I
COARSE AGGREGATE TO REPLACE RIPRAP
SILT FENCE IN "HORSESHOE" WHEN
HIGH VELOCITY OF FLOW
IS EXPECTED.
(73 CULVERT INLET PROTECTION DETAIL
NOT TO SCALE
1. SET THE STAKES
MAX
STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
WIRE SUPPORT)
2. EXCAVATE A 4" x 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEEI I LUW INS IALLAHUN
(PERSPECTIVE VIEW)
POINT A SHOULD BE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
2 �SILT FENCE DETAIL (SF)
1�, �NOf TO SCALE
A
4.25,
PIPE OUTLET TO
FLAT AREA WITH
NO DEFINED CHANNEL
PLAN VIEW
10'
d
50 0.
0%
d
SECTION
FILTER CLOTH KEY IN 6"-9";
RECOMMENDED FOR
APRON LINING SHALL BE ENTIRE PERIMETER
NOT TO SCALE
TAIL
cc)
ji
I
;
�,Iifiltl�ij i `ti::�'- 1
%J
k
Up E
Stone Culvert Inlet' ProtectiO'n�
elk s e r
Shall Be Maintained at\,. a ee 5/C3
Minimum Height of 2-5 \'A�ov i 1 ` ';
Orifice Invert®
lNew -36 HDPL St&
ofil V
'See Pr
.-,90
lot,
00
7� ...... 5
open_ oao�- ii��
ntt"n�- '- I - I ------ --
Turtlo,6eek .-Conde?,
D R.,-98-7 '3
Pre,�int Use: ApxrWk�nts_
0
n
V)
Z
0
Z
E AENr'�HMARK--,
�
F L CDL DFRL
ELEVAT ION:
L
TV
64_'J714A'i li
C,61 al Realty
Limit Flarftwsht
0� <0 A&jes
/0)
;'DA q782T310
Pre�sent Use: Apartments OC) artmeAts
in
0
Zoning: PRD Ij
%
0 j
00
TIC
-,e 3
NO"Frivi-
"A
!4
SILT FENCE SF
H
Limited Pc ,rtnership
V)
Z
Ld
...........
grading per sheet C3.
D.B. 37,82-310
Install structure STR-2 and 15 storm pipe to
Present Used Apartments co
Leave pipe stub out
Zoning: PRD
c)
F
MW AN,
k,
Phase 1).
0
Grade site, prepare parking base and establish
diversions along proposed
W
curb line as shown.
tn
W
3.18
4.
Ln
captured by the drop inlet to prevent erosion of the fill—slope between the
parking area and sediment trap.
PROTECTION
5.
Upon stabilization of the graded portion of the
site
remove sediment trap
ST -1 and install the 15 storm sewer between
STR-2
and end section
STR-1. Maintain Silt fence along the toe of the fill
slope until final site
stabilization,
LLJ
NO"Frivi-
"A
!4
Cc)
NEAL N GHT >
Lie. No. 22402
Zt \ 7_x
IN A L
TMP 61 WI -3-15
Colonial Realty
SILT FENCE SF
H
Limited Pc ,rtnership
V)
Z
Ld
4.503 I'Acres
grading per sheet C3.
D.B. 37,82-310
Install structure STR-2 and 15 storm pipe to
Present Used Apartments co
Leave pipe stub out
Zoning: PRD
c)
F
0
if
Phase 1).
0
Grade site, prepare parking base and establish
diversions along proposed
W
curb line as shown.
tn
W
3.18
4.
Ln
captured by the drop inlet to prevent erosion of the fill—slope between the
parking area and sediment trap.
PROTECTION
5.
Upon stabilization of the graded portion of the
site
remove sediment trap
ST -1 and install the 15 storm sewer between
STR-2
and end section
STR-1. Maintain Silt fence along the toe of the fill
slope until final site
stabilization,
LLJ
Cc)
NEAL N GHT >
Lie. No. 22402
Zt \ 7_x
IN A L
TMP 61 WI -3-15
Colonial Realty
SILT FENCE SF
H
Limited Pc ,rtnership
V)
Z
Ld
4.503 I'Acres
grading per sheet C3.
D.B. 37,82-310
Install structure STR-2 and 15 storm pipe to
Present Used Apartments co
Leave pipe stub out
Zoning: PRD
c)
F
0
if
Phase 1).
g
'9 A
4
19 F Fc SF
I_MTTS OF DISTURBANCE
M
(STING SIDEWALK Aff`
.... .. ...... .............
................... . ..... ....... ... . . .......
... ... . .. . ..................
EXISTING
7" e 'DI
and cry Line �®.�
EXISTING PVC SANITARY SEWER EX1 New Doghouse MH
. ....... . . ...............
..........
NITARY
EXISTING SANITARY
-TOLE
SEWER MANHOLE
....... .. ....... . WATERLINE
"CmnwIt h-1-2"
A
. ...... ....... APPROXIMATE LOCATION EXISTING 8
... . ... . ..... . ... ...
..........3 N
--- --------
......... . ....
. . ......... ... . .
... ....... . -------
Maintain 10' Horizontal T=515,04
Separation From MH to inv=510.22 COMMONWEALTH BRI iA' �`S. R. 1315
Waterline Each Way.
CONSTRUCTION SEQUENCE PHASE 2:
SILT FENCE SF
H
1.
V)
Z
Ld
site
grading per sheet C3.
M
Install structure STR-2 and 15 storm pipe to
STR-3.
Leave pipe stub out
of STR-2 to discharge into the sediment trap
(ST -1
Phase 1).
3.
Grade site, prepare parking base and establish
diversions along proposed
W
curb line as shown.
tn
W
3.18
4.
Maintain inlet protection at structure STR-3 and ensure that runoff is
captured by the drop inlet to prevent erosion of the fill—slope between the
parking area and sediment trap.
PROTECTION
5.
Upon stabilization of the graded portion of the
site
remove sediment trap
ST -1 and install the 15 storm sewer between
STR-2
and end section
STR-1. Maintain Silt fence along the toe of the fill
slope until final site
stabilization,
LLJ
Q)
40
0
<
CQ
)
0
Z
CK
Z
x
g
'9 A
4
19 F Fc SF
I_MTTS OF DISTURBANCE
M
(STING SIDEWALK Aff`
.... .. ...... .............
................... . ..... ....... ... . . .......
... ... . .. . ..................
EXISTING
7" e 'DI
and cry Line �®.�
EXISTING PVC SANITARY SEWER EX1 New Doghouse MH
. ....... . . ...............
..........
NITARY
EXISTING SANITARY
-TOLE
SEWER MANHOLE
....... .. ....... . WATERLINE
"CmnwIt h-1-2"
A
. ...... ....... APPROXIMATE LOCATION EXISTING 8
... . ... . ..... . ... ...
..........3 N
--- --------
......... . ....
. . ......... ... . .
... ....... . -------
Maintain 10' Horizontal T=515,04
Separation From MH to inv=510.22 COMMONWEALTH BRI iA' �`S. R. 1315
Waterline Each Way.
CONSTRUCTION SEQUENCE PHASE 2:
SILT FENCE SF
H
1.
After clearing and grubbing is completed begin
site
grading per sheet C3.
2.
Install structure STR-2 and 15 storm pipe to
STR-3.
Leave pipe stub out
of STR-2 to discharge into the sediment trap
(ST -1
Phase 1).
3.
Grade site, prepare parking base and establish
diversions along proposed
W
curb line as shown.
tn
W
3.18
4.
Maintain inlet protection at structure STR-3 and ensure that runoff is
captured by the drop inlet to prevent erosion of the fill—slope between the
parking area and sediment trap.
PROTECTION
5.
Upon stabilization of the graded portion of the
site
remove sediment trap
ST -1 and install the 15 storm sewer between
STR-2
and end section
STR-1. Maintain Silt fence along the toe of the fill
slope until final site
stabilization,
Uj
X Z
LU
LL
Z
..... ---- —
-3, Z
C:)
C/I
E-1
O Z
ew Doghouse MH �:D
. . ........ 1';.�"..* ............
EXI NG 10" PVC SANITARY SEWER
♦ 4'
----
... . ..........
E-1
20 0 20 40 60
� � E -a
SALE: 1"= 20'
CO�NSTRUCTION
3.02
ENITRANCE
SILT FENCE SF
H
STORMI DRIN
[3- 0]7 INLET 1PROTAECTION IP
D
H
CUL'VE17jNEL—ET-�
CIP
PRO)TECTION I
TEMIPORARY
DIVERSION DIKE
3.09
3.32 1 PERMENANT PS Ps INDEX TITLE:
SEEDING,
3.35 MULCHING MU M
3.39 DUST CONTROL DC
SHEET NO: 5 OF 9
C)
3.15
TEMP. SLOPE
DRAIN
WC\2
W
tn
W
3.18
OUTLET
OP
0
n 0�
W
(0
PROTECTION
3.31
—
TE EPRY—]
RRN
G
1 0
DED PROJECT NO:
09.0159
3.32 1 PERMENANT PS Ps INDEX TITLE:
SEEDING,
3.35 MULCHING MU M
3.39 DUST CONTROL DC
SHEET NO: 5 OF 9
I=
PLANT LIST
—I—
QUANTITY
KEY
7
BOTANICAL NAME
COMMON
PLANTING JCANOPY
THEIGHT
AREA (SF}
TAL AREA (SF}
TOTAL
SHADE TREES
6
AF
Acer x freemanii "Jeffersred"
Autumn Blaze Maple
1 3/4" CAL. 110'
397
2382
4
PO
Platanus occidentalis
American Planetree (Sycamore)
1 3/4" CAL. / 12'
1253
5012
4
QP
Quercus palustris
Pin Oak
1 3/4" CAL. / 11'
370
1480
ORNAMENTAL TREES
2
CF
Cornus Florida
Flowering Dogwood —L-6-71
124
248
EVERGREEN SHRUBS
8
IG
Ilex glabra 'Shamrock'
'Shamrock' Inkberry Holly
2 1/2" CAL. 12'
23
184
8
MID
Myrica pensylvanica
Northern Bayberry
2 1/2" CAL, 13'
18
144
42
PL
Prunus laurocerous 'Otto Luyken'
'Otto Luyken'Cherry Laurel
2 1/2" CAL. / 2'
10
420
TOTAL CANOPY AREA (SF):
9870
SET TRUNK PLUME. 5EE
Propo-se-d Grade -
PLANS POR EXACT LAYOUT
AND SPACING.
1 7-
TREE TIES, SEE 5PEC5.
............ ....... ...
Existing Grade A -
1-112" 5Q. OAK STAKES -
SET 180 DEGREES APART
FINISHED GRADE
APPLY 3" Of MULCH AFTER
PLANTING AND WATER
THOROUGHLY
4" COMPACTED EARTH
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE SPEC5 FOR
EXACT REQUIREMENT -5, PLANTING
SOIL, AND PLANTING 501L
AMENDMENTS.
REMOVE BURLAP � STRING
FROM TOP 1/3 Of ROOT
BALL TWO TIMES BALL
UND15TUKbED -901L DIA. (MIN)
TREE PLANTING DETAIL
5EE PLANS FOR EXACT LAYOUT. SPACE
PLANT5 AS SPECIFIED IN PLANT L15T
OR AS SHOWN. ADJUST SPACING A5
NECE55ARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
MULCH 3" DEEP
IMMEDIATELY AfTER
"T P
PLANTING AND WATER
THOROUGHLY.
PLANTING PIT.
PREPARED 501L FOR "5hKU55,
I?
M
O/NOT TO SCALE
SET SHRUB PLUMB. TOP Of
ROOTBALL SHALL NOT BE MORE
THAN ) " ABOVE FINISHED GPADr-
REMOVE BURLAP FROM
TOP 1/3 Of ROOTBALL
3" TALL WATERING
BERM
r -FINISHED GRADE
LAND5CAFING CANOPY REQUIRED:
15% of Total 51te Area
Total 51te Area 50,094 5f ( i. 15 Acres)
50,094 5f * .15 = 7,5 14 5ff Required
LAND5CAFING CANOPY PROVIDED:
Total Canopy Provided = 9,870 51'
STREET TREES:
Commonwealth Drive - 243±Lff/501-f = 5 Trees
Provided : G Trees
INTERIOR LANDSCAPING:
Required: I Tree per 10 Parking 5pace5
3 2110 = 4 Trees
Provided: 4 Trees
Area RecIuire& 5% of Total Farkmcj Area
0.05* 12,890 5f = G45 5F=
Area frovided: = 748 51`
('3 - EX -1 to MH -3 Sanitary, Profile
1' 20
Critical Slopes
New 36" HDP
See Profil6-3.,
Critical Slopes
ii
K HMARK----,�
-f-OP OF DROP INLI:-)
VA—
TION
Sight Di n c64-,
.......... ..........
EXISTING 8" P
. ...... VC SANITARY SEa ER
...........
STING SANITARY
JER MANHOLE
...........
. . .. ............
=516.71 . ..... >
v=510.91
EXISTING SANITARY ID
SEWER MANHOLE
"Cmnwlth-1-2*"
Maintain 10' Horizontal T=515.04
Separation From MH to inv=510.22
Waterline Each Way,
0
STORMWATER DETENTION I° NOT
REQUIRED FOR THIS SITE AN
ACCESS'. ROAD HAS BEEN 1
PROVIDEb FOR FUTURE UE BY
ALBEMARLE COUNTY FORE
ESTABLIJHMENT OF A REGIONAL
STOR I
MW, TER FACILITY.
tt
-T 4
(T�4 New Waterline Pro i file
5 SCALE: 1"=20'
1\1\11c * --- ----------------------------- - ---------------------- * . . . ... ... ..... * ........ ............. * ------------------ - ----- ------------
10'x18' Conc.
Dumpster Pad
W/Wooden Enclosure
See Deail6/C8
Propo-se-d Grade -
Ln
1 7-
X
............ ....... ...
Existing Grade A -
.......... ....
L0
........... . ....... .... ..... ...
515
. . . ..... . .....
... WA
N6
TMP 6IT-3-15
Colonial Realty
Limited Pdrtnership
4.503 Acres
< . .... .
510
D.B. 37$2-310
1510
New Doghouse MH
Present Usei Apartments
c
-0
Zoning: PRD
0
EXISTING 10" PVC SANITARY SEWER
N
0
Cf)
C .0
...........
Z
LLJ
4,
DD - - - - - - I 1 1-1-1-
Lo
- 11.
<
505
........ . .... C?
>
0.
+
Ln
505
C f
0 U
LL
<
0 >
<
... .. . . .... .. ...... . .......
Z
.500
9+50 10+00 10+50 11+00
Ska/ c k in g Block 00-
�etainjng Wall
i� Max Height=4' X
(T�4 New Waterline Pro i file
5 SCALE: 1"=20'
1\1\11c * --- ----------------------------- - ---------------------- * . . . ... ... ..... * ........ ............. * ------------------ - ----- ------------
10'x18' Conc.
Dumpster Pad
W/Wooden Enclosure
See Deail6/C8
Propo-se-d Grade -
Ln
1 7-
X
............ ....... ...
Existing Grade A -
.......... ....
515
........... . ....... .... ..... ...
515
. . . ..... . .....
... WA
N6
>
DI CLAS552
0
... ... .... .
< . .... .
510
1510
New Doghouse MH
of
.... ......
c
-0
W
0
EXISTING 10" PVC SANITARY SEWER
N
0
Cf)
C .0
...........
4,
DD - - - - - - I 1 1-1-1-
Lo
- 11.
505
........ . .... C?
>
0
0
+
Ln
505
411 LO
0 >
... .. . . .... .. ...... . .......
500
.500
9+50 10+00 10+50 11+00
(T�4 New Waterline Pro i file
5 SCALE: 1"=20'
1\1\11c * --- ----------------------------- - ---------------------- * . . . ... ... ..... * ........ ............. * ------------------ - ----- ------------
10'x18' Conc.
Dumpster Pad
W/Wooden Enclosure
See Deail6/C8
N �NB
1--% D
NEAL N.GHT
>
Lic. No. 22402
N A L
I
Im.
M
ra
I ,�l
-1
Ln
1 7-
X
N �NB
1--% D
NEAL N.GHT
>
Lic. No. 22402
N A L
I
Im.
M
ra
I ,�l
-1
C111 011
1 7-
C:
>
Cn
0
S
New Doghouse MH
E
c
... ......... . ....... ....................... ... ..................
W
0
EXISTING 10" PVC SANITARY SEWER
A
--
N �NB
1--% D
NEAL N.GHT
>
Lic. No. 22402
N A L
I
Im.
M
ra
I ,�l
-1
C111 011
1 7-
Cn
New Doghouse MH
... ......... . ....... ....................... ... ..................
EXISTING 10" PVC SANITARY SEWER
...........
20 0 20 40 60
PLAQUID
I N
SCALE: 1" = 20' E—
& --q CD
E .. I
E --- I
LU
�D
W
CD
W
W
01 W
ry
CL U)
DED PROJECT NO: 09,015
INDEX TITLE:
5
2M
STATISTICS
R -,-
Description
Symbol Avg Max Min Max/Min Avg/Min
O O' AG SITE
+ 3.9 fe 9.2 fc 0.1 fc 92.0:1 39.0:1
PROPERTY LINE
,+ 0.1 fe 0.5 fc 0.0 fc N / A N / A
LUMINAIRE LOCATIONS
R -,-
Notes T
Ki
Symbol
Label Qty Catalog Number
No. Label X
Location
Y
Z
MH
Orientation
Tilt
1 OA -1 4939.3
5150.7
18.0
18.0
111.9
0.0
2 OB -1 4984.6
5220.3
18.0
18.0
137.6
0.0
3 OB -1 5025.9
5259.3
18.0
18.0
136.4
0.0
4 OB -1 5061.5
5197.5
18.0
18.0
-42.2
0.0
5 OB -1 5011.2
51520
18.0
18.0
-45.0
0.0
LUMINAIRE SCHEDULE
R -,-
Notes T
Ki
Symbol
Label Qty Catalog Number
Description
Lamp
File Lumens LLF Watts
❑
LITHONIA AS2
1
ARCHITECTURAL ARM-
ONE 250 -WA -TT ED28
AS2 25000 1.00 288
SC Shorting cap
OA -1 250M SR4W
MOUNTED CUTOFF
PULSE START METAL
_250M -SR
o
(PULSE START)
LUMINAIRE WITH SR4W
HALIDE,
4W_(PULSE_
WRA Well bracket (up or only (uo photocontroA gray
347
MOUNTED ON AN
REFLECTOR. MEETS
HORIZONTALPOS.
START).ies
m
18' SSP POLE
THE'NIGHTTIME
r
TB6 DCAS2 Decorative curved SCWA SuperCWA QRS Quartz restrike system DNA Natural
sodium °
FRIENDLY' CRITERIA
2005
❑
LITHONIA AS2
ARCHITECTURAL ARM-
ONE 250 -WATT ED28
AS2 25000 1.00 288
OB -1 4 250M SR4SC
MOUNTED CUTOFF
PULSE STAR`[ METAL
_25OM_SR
o
(PULSE START)
LUMINAIRE WITH SR4SC
HALIDE,
4SC_(PULSE_
MOUNTED ON AN
REFLECTOR. MEETS
HORIZONTALPOS.
START).ies
18' SSP POLE
THE 'NIGHTTIME
w
FRIENDLY CRITERIA
BY ODE --AN AUTOMATIC CONTROLLERBE PROVIDED •
CONTROL OUTDOORLUMINAIRRES.BOX FROM• '• Di
r
Catalog Number
AS2 250M SR4W TB SPA SCWA LPI
Nates Type
E ^A i
FEATURES & SPECIFICATIONS MOUNT ON 1Es SSP POI.
INTENDED USE - Streets, walkways, parking lots and surrounding areas,
CONSTRUCTION Rugged, die-cast, single -piece aluminum housing with tl r, K I JTMi
nominal wall thickness of 1/8 Die-cast door frame has impact- resistant,
tempered, glass lens (3116" thick), Door frame is fully gasketed with one-
piece tubular silicone. US. Patent No. 0447,590, Canada Patent No. 94324. Architectural Area & Roadway Luminaires;
FINISH - Standard finish is dark bronze vvwlit o powder finish. for. Additional 1
architectural colors are available; see www.iithonia,cam/archcolors. -------•--..yam^^
OPTICAL SYSTEM - Anodized segmented reflectOrs for superior anifortrity q
and control. Reflectors attach with tool -less fasteners and are rotatable and
interchangeable. Five full cutoff distributions available: Type N (roadway),
Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw)
and Type V (symmetric square),
ELECTRICAL SYSTEM - Ballast: Constant wattage autotransformer. Metal METAL HALIDE; 175W-400Wt
Halide; Super CWA {pulsa start ballast), 88% efficient and EISA legislation HIGH PRESSURE SODIUM: 200W -400W1
compliant, is required for t75-40OW (SCWA option) for US shipments only. 10' to 35' Mountin9]
CSA, NOM or INTL required for probe start shipments outside of the US.
Pulse -start ballast (SCWA) required for 20OW, 32OW, or 350W. Ballast is 100%
factory -tested. All ballasts are mounted on a removable power tray with Specifications T
tool -fess latch and have positive locking disconnect plug. :_PA, 1.2ft2 H
Socket: Porcelain, horizontally -mounted, mogul -base socket with copper Length: 28,8 (72.6)
alloy, nickel -plated screw shelf and center contact. Width: 17.1 (43.4) ❑ L --
INSTALLATION --� Integral arm for pole or wall mounting. Optional Depth: 8.3 (21.0)
mountings available. *Weight, 40 lbs (18,2 kg)
LISTING - UL Listed (standard), CSA Certified (see Options). UL listed for 25°C Weight n.configured in example.below.
airkbierat�and=irve#>€woof€ons,-O P65::#tatetl:.�.:��_.� _....._ _ ........-.._ ...-.. �_w___V:��_.��:�m;:��•..T_
MOTE: Specifications subject to change without notice.
All dimensions ars inches (centimeters) unless otherwise specified.
ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold)),
Example: AS2 250M SR3 TS SCWA SPA LP'l
AS2 250M SR4W TB SPA - SCWA LPI
Sanas Wattage' Voltage Mounting Ballast Optian� Finish" EE
AS2 Metal halide 120 SPA Square pole (blank) Magnetic 3hipptid installed in fixsre {blank) Dark LPI Lamlp
175M15 2088 mounting ballast SF Single lose 120,277,347V bronze in -
=1 240s RPA Round pole CWi Constant OF Doublefuse 208,240,480V DBL Black cludeed
250Mt8 277 mounting wattage PER NEMA twist -lock receptacle OGC Charcoal QLP Less;
320Ma WBAA Wall bracket (up or isolated only (no photocontrol) gray lamgt
350Mts-15 347 down)' � 1�>7 t10 EC Emergency circuit'', DME: Medium
400M , 460 ASKMA2 Mast ann adapter1° """' " bronze
High 1$sure TBs DGA32 Decarativo curved SCWA SuperCWA �S flue tz restrike system DNA Natural
Aadam; a FS Housesidashield (SR2,SR3, alumi-
230a0HZ arm, pole pulse star
200S only'o ballast SR4W) num
250S DCAW Decorative curved NOTE: For shipments to CSA CSA Certified OWN White
400S arm, round pole onlyto U.S.torritor€es,SCWA NOM NOMCertified CR Corrosion
must be specified to INTL Available for MH probe start resistance
comply with EISA. shipping outside the U.S.
Distribution
ed se aratelv12
SR2- Segmented type ll roadway
SR3 Segmented type III asymmetric
SR4SC Segmented type IV forward
throw, sharp cutoff
SR4W Segmented type IV wide,
forward throw
SR5S Segmented type V square
0111-
NOTES:
1 Lower wattages available. Consult factory.
2 Must be ordered with SCWA.
3 Must use reduced jacket lamp -
4 Not nvallable, with SCWA.
5 Must specify Owl for use 1n Canada.
6 Optional multi -tap ballast (120, 208, 240, 277V) (120, 277, 347V in Canada).
8 Consult factory for available wattage."
9 Mounted in fens -up orientation, fixture is damp location listed.
76 Shipped separately.
11 Maximum allowance wattage lamp included.
12 May be ordered as an accassory.
13 Additional architectural colors available: see www.lithonia.com/
archcolors.
14 Most be specified.
16 These wattages do not comply with California Title 20 regulations.
Outdoor
Hata: RerisnA has a unique
drilling template that requires
an Aeris drilling pattern to be
specified when ordering poles.',
See example below.
Example: SSA 20 4C DM19AS 0D8
AWa Wiffnu-P-0feta
OM19AS 1 at 90 degrees
9
DM28AS 2 at 180 degrees
OM29AS 2 at W degrees
OM39AS 3 at 90 degrees
DM49AS 4 at 90 degrees
DMa7AS 3 at 120 degrees
_ :round poles only)
Accessories: Tenon Mounting $10fitter
Order as separate catalog number. Must be used with round pole mounting (RPA).
Number of fixtures
Tenon O.D. One Two®180° Two@90° ThmeQ120° Throe@90° Four090"
2.318" AST20-190 AMI: -280 AST20-290 ASTZO.320 AST2D-390 ASTW-490
2.718" AST25.HO AST25.280 AST25.290 AST25-320 A05-390 AST26AM
4" AST35-190 AST35-280 AST35-Ho AST35-320 A05.390 AST35.4901
A32VG Vandal guard
Sheet #: AS2-M-S AL -1310
f• L/THON/A L/GHT/NG`
ow
FEATURES & SPECIFICATIONS
INTENDED USE - Streets, walkways, parking lots and surrounding areas.
CONSTRUCTION - hugged, die-cast, single -piece aluminum housing with
nominal wall thickness of 1/8". Die-cast door frame has impact -resistant,
tempered, glass lens (3116"' thick}, Door frame is fully Basketed with one -
Catalog Number
R -,-
Notes T
Ki
NEMAtwist-IockPE(120,208,
OB -1
TB SPA _ SCWA LPI
24OV)
PE4 NEMA twist -look PE (48OV)
PE3
NEMA twist -lock P€(347V)
PE4
NEMAtwistdopk PE (48OV)
SC Shorting cap
PE7
NEMA twist -lock PE (277VI
fW
VG
Vandal guard
NIGH1TUAE
SC
Shorting cap
FRIEND','(
WRA Well bracket (up or only (uo photocontroA gray
347
350M2,'.15
1,15
Sce`s:umsls^aaoua
downs pulses&& n DMB Medium
5 El.`s Emergency Gircoit
"�'�'"�"�
400M
m
Accessories: Tenon Mounting $10fitter
Order as separate catalog number. Must be used with round pole mounting (RPA).
Number of fixtures
Tenon O.D. One Two®180° Two@90° ThmeQ120° Throe@90° Four090"
2.318" AST20-190 AMI: -280 AST20-290 ASTZO.320 AST2D-390 ASTW-490
2.718" AST25.HO AST25.280 AST25.290 AST25-320 A05-390 AST26AM
4" AST35-190 AST35-280 AST35-Ho AST35-320 A05.390 AST35.4901
A32VG Vandal guard
Sheet #: AS2-M-S AL -1310
f• L/THON/A L/GHT/NG`
ow
FEATURES & SPECIFICATIONS
INTENDED USE - Streets, walkways, parking lots and surrounding areas.
CONSTRUCTION - hugged, die-cast, single -piece aluminum housing with
nominal wall thickness of 1/8". Die-cast door frame has impact -resistant,
tempered, glass lens (3116"' thick}, Door frame is fully Basketed with one -
Catalog Number
AS2 250M SR4SC TB SPA SCWA LPI
Notes T
Type
MOUNT ON'f8' SSP POLE
OB -1
71 iT 21,i
piece tubular silicone, US, Patent No. 0447,590, Canada Patent No, 84324, Architectural Area & Roadway Luminaires
FINISH -m- Standard finish is dark bronze polyester powder finish. Additional
architectural colors are available; set: WWW.litbDnia.com/archcolors,
OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity AS2
and control. Reflactors attach with tool -toss fasteners and are rotatable and )
interchangeable. Five full cutoff distributions available: Type II (roadway},
Type III {asymmetric), Type IV (forward throw), Type IV (wide, forward throw)
and Type V (symmetric square).
ELECTRICAL SYSTEM --- Ballast: Constant wattage autotransformer. Metal METAL HALIDE: 175W-40OW
Halide: Super CWA (pulse start ballast), 88% efficient and EISA legislation HIGH PRESSURE SODIUM: 20OW-40OW
compliant, is required for 175-40OW (SCWA option) for US shipments only, 10' to 35' Mounting
CSA, NOM or INTI required for probe start shipments outside of the US.
Pulse -start ballast (SCWA{ required for 20OW, 320W, or 350W. Ballast is 100%
factory-testod. All ballasts are mounted on a removabie power tray with Specifications T
tool -less latch and have positive locking disconnect plug- EPA: 1.Zftz H -
Socket: Porcelain, horizontally -mounted, mogul -base socket with copper Length: 28.6 (72,6) _�._
alloy, nickel -plated screw shelf and center contact. Width: 17.1 (43.4)
INSTALLATION - Integral arm for pole or well mounting. Optional Depth: 8.3 (21.13)
mountings available. *Weight; 40 lbs (18.2 kg}
LISTING - UL Listed (standard). CSA Certified (see Options). UL listed for 25°C *W h f' di 1 1, 1
nt t x e w.
et _t_as co re n e am e o
a _ _ _ _ _ _ .. .
i .. . ' ......datloias:=-I• 5�a#ed: .. _ . _. g......... _ g., .... p
NOTE: Specifications Subject to change without notice. All dimensions are inches NunttmeterO unless otherwise specified.
ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold).
Example; AS2 250M SR3 TB SCWA SPA LPI
$ 250M SR4SC
TB SPA _ SCWA LPI
Sanas Watte e'
„❑
PE4 NEMA twist -look PE (48OV)
(Volta a Mountie Ballast 0 tions Finlshlr Larn "
L❑ g ❑_ p
AS2 MSW halide
_❑___ _- _
120 SPA Square pole (blank) Ma natio Stdpp djgstalte rl_f�tstrc (blank) Dark LPI Lamp
t75Mf5
SC Shorting cap
2085 mounting ballast SF Single fuse 120,277,347V bronze in-
luded
200Mr
S •:.G1•
2405 RPA Round pole CWI Constant OF Doublafuse 208,240,480V OBL Black
LILP Lass
250MS°
320Mz
277 mounting wattage PER NEMA twist -lock receptacle OGC Charcoal
PER lam p
WRA Well bracket (up or only (uo photocontroA gray
347
350M2,'.15
1,15
downs pulses&& n DMB Medium
5 El.`s Emergency Gircoit
"�'�'"�"�
400M
m
480 ASKMA2 Mast arm adapterto
11 bronze
High pressure
r
TB6 DCAS2 Decorative curved SCWA SuperCWA QRS Quartz restrike system DNA Natural
sodium °
23050HZa arm, square pole pulse start HS Houseside shield (SR2, S83, alumi-
2005
only'o ballast SR4W) num
2505
5
OCAS2R Decorative curved NOTE: For shipments to GSA CSACert'f'ed OWN White
'�S
arm; round pole only70 U.S,terdtories,SCWA NOM NOM Certified CR Corrosion
W
must be specified to INTL Available for MH probe start resistance
I
� Distribution
complywith EISA, shipping outside the U.S.
SR2 Segmented type It roadway
SR3 Segmented type IN asymmetric
SR4SC Segmented type IV forward
throw, sharp cutoff
SR4W Segmented type IV wide,
forward throw
SR5S Segmented type V square
NOTES:
1 Lower wattages available. Consult factory.
2 Must be ordered with SCWA.
3 Must use reduced jacket lamp -
4 Not available with SCWA,
5 Must specify CWI for use in Canada.
8 Optional multi -tap ballast (120, 208, 240, 277V) (120, 277, 347V in Canada).
8 Consult factory for available wattage.'
9 Mounted in lens -up orientation, fixture is damp location listed.
10 Shipped separately,
11 Maximum, allowance wattage lamp included.
12 May be ordered as an accessory.
13 Additinnal architectural colors available; see www.nthonis.uom/
archeofors.
14 Must be specified.
16 These wattages do not comply with California Title 20 regulations. .
Outdoor
Nate; Aerisrnt has a unique
drilling template that requires
an Aeris drilling pattern to be
specified when ordering poles.
See example below.
Example: SSA20 4C DM19AS DDO
Ae r is_Ariltia5t.f'att Stn
OM19AS t at 90 degrees
OM22AS 2 at 180 degrees
OM29AS 2 at 90 degrees
OM39AS 3 at 90 degrees
DWAS 4 at 90 degrees
DMPAS 3 at 120 degrees
(round poles only)
u ppe sap raU y
PEI NEMAtwist-IockPE(120,208,
240V)
PE3 NEMAtwist-IockPE(347V)
PE4 NEMA twist -look PE (48OV)
NEEE
PE7 NEMA twist -lock PE (277V)
VO Vandal guard
NIGHT -TME
SC Shorting cap
FRIENotY
S •:.G1•
Accessories: Tortmt daunting Slipfirter
Ordsr as separate catalog number. Must be used with round pole mounting {RPA).
Number of fixtures
Tenon OD. One Two@180° Two(gW* Thrae@120° ThroeQ20° Four9901
_
2318" AST20-190 AST20-280 AST20-290 AST20-320 AST20390 AST20.49U
2.718" A5T253-190 AST25.280 AST25-290 AST25-320 A05.390 AST25-490
4" AST35-190 AST35-260 AST35-290 AST35-320 AST35-390 AST35. M
AS2VG Vandal guard
Sheet #: AS2-M-S AL -130
NOTIES:
i i 20 40 •1
SC�L&i
THIS DRAWING IS THE PROPERTY OF THE SPECIFER OF RECORD,
NO ALTERATIONS NOR MODIFICATIONS CAN BE MADE WITHOUT THE DESIGNERS PERMISSION.
THE ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA'S CRITERIA FOR THE PHOTOMETRIC FILES ARE PRODUCED BY INDEPENDENT TESTING LABS FOR THE PRODUCTS USED ON THIS PROJECT, THIS PROJECT REQUIRES SUCH ITL TESTING.
THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURE AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE,
SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE ENGINEER OR ARCHITECTS APPROVAL. ANY DEVIATIONS OR ANY COST INCURED BY ANY SUBSTITUTIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTING FIRM THAT IS MAKING THE SUBSTITUTION.
THISa IS TO INCLUDE THE REVIEW COST,
REQIUEST FOR SUBSTITUTIONS MUST BE MADE 10 WORKING DAYS PRIOR TO THE BID DATE, THIS REQUEST MUST INCLUDE ALL REWORKED DRAWINGS, PRODUCT SUBMITTALS ANDA FULL SET OF ITL REPORTS TO CONFIRM FIXTURE COMPLIANCE WITH THE JURISDICTION CODES,
O p
o �
�
TALN OHT ^r
Lic. No. 22402
.NAL
9111100000M
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INDEX TITLE:
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MAGMIII=I�
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INDEX TITLE:
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MAGMIII=I�
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; : : .
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NOTES:
1. PROVIDE /\ 6^ THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE O",
J. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
DETAIL
N OT TO SCALE
Ground Level
Leveling
Note: '
Load Condition /\Shown
(NoBauhokzpo No Surcharge)
Move Blocks Forward During
28" Top Block |nsta||tioO10Engage Shear
Knobs (Typical)
7zz Ground Level
Crushed Stone
Leveling Pad
See Redi-Rock.com for Detailed
Section Drawings of Each Condition
Shown in the Design Charts
Perforated Sock 0nein
(As Specified by lEngineer)
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DOST WITH
OTE ARE/\S
Y BE SUBJECT
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G AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
&NOT TO SCALE
/���[lFl �/lUN��T|/lN K��T��i�\ �/�[`�Y �0U���T|[\N k��T���|�|
`���`/�/ FOUNDATION w.,`,u.,'.�- '``/`�/`, FOUNDATION 'w/`'u`'r`�
INITIAL BACKFILL
BEDDING
8 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 /\ 4" BEDDING OF
#58 STONE.
FOUNDATION IN POOR SOIL UNDER—CUT CONDITION
|N|Tl/\L BACKFILL
UNSTABLE
� STONE
FILL AS
APPROVED BY /\CS/\
Fj ~/�T����'���L'-R 0C ZSTABLE SOIL OR R0CK-'��,
NOTE �
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER L/NES,
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 5" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
|N THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
'
P, DI WATER LINE INSTALLATION & BEDDING DETAIL
NOT TO SCALE
6' MIN
7 CU. FT.
STONE -
/
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
f --VALVE BOX
6^ GATE
VALVE
8^ X 8^
� TEE
2500 P.S.I.CONCRETE
BASE AND THRUST
SOIL.BLOCK AGAINST
UNDISTURBED STABLE
STEEL PILE
72 3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
2" - SM 9.5A
O" - VDOT 21A
P.
TY PAVEMENT SECTION -PARKING AREA
NOT TO SCALE
CLASS A3 GONG.
COMPACT D \_VDOT 21A STONE BASE
3UBCRAOE
95% COMPACTED
1_4-__�TYP, PAVEMENT SECTION- SIDEWALK
4000 P3| Concrete
�
/
COMPACTED \ �4 ��12"
4" VDOT 21A -J SUBGRADE �--"
EACH WAY
95Y3 COMPACTED
TYP. DUMPSTER PAD SECTION
NOT TO SCALE
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 TDP (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 )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2 K8|N
DIAMETER OF 4^.
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
MAIN LINE
SALT--'
TREATED
/
FINISHED GROUND --� 2x4
MARKER
� \
��� V���� ������ N����7 ��08 D�Y��
�zz�. u'u/'uz` ^�/���,z�z' ��z^���^u �vz,�,^uu��v�, /,z'�z��,u
NOT TO SCALE
NOTE1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE,
2. WA|N[4|N A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
J. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4, THE GATE VALVE IS ALLOWED /N 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 AREA3, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYP. FIRE HYDRANT =^vun,uY DETAIL
NOT TO SCALE
8'_8"'
(CONCRETE PAD WIDTH)
�(INSIDE ENCLOSURE LENGTH)
WOOD STAIN:
5HERW|N WILLIAMS WOOD3CAPE5 "EMBER"
EXTERIOR WOOD STAIN.
PRODUCT |D # SW5029
8^ DIAMETER PIPE B0LLARD, TYP.
CONTAINER ENCLOSURE
SHALL BE MIN. 8'-8^
HIGH
180
SWING
``-----DESIGN CONCRETE PAD
TO WITHSTAND 18.000 #/
SINGLE WHEEL LOADS
CONCRETE PAD WIDTH)
(_6_'�TYR DUMPSTER PAD DETAIL
CONCRETE I
DUMPSTER DIMENSIONS: 6`X6'
s
�
u
'//REINFORCING OR #4 BARS CONCRETE FOOTING
AT 12" ON CENTER yz >
b' DRAIN LAYER
\---COMPACTED FILL
MATERIAL
'"NR° FENCE uvuPuTER ENCLOSURE DETAIL
NOT TO SCALE
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH ACSA SPECIFICATIONS (PART Y SECTION G),
CET DOGHOUSE BASEEXI3TING SANITARY
ON CONCRETE BLOCSEWER PIPE
DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE
BE PREFORMED Y BETWEEN EXISTING PIPE
MANUFACTURER OR AND STONE BEDDING
SAW CUTAS. TO FIT PIPE,
OUTSIDE DIAMATER
PLUS 6^,
THICK VDOT
No. 68 STONE BEDDING
8"x8^x16" AND 4" 8" 16^ ^�-
SOLID CONCRETE BLOCKS.
CENTER W/RISER
�O�A��U�� MANHOLE A���
WALL (4 EAC*) ~^~~''^^^~~^- '~^^'`''`~�^ ~'^~~^-
FILL DOGHOUSE OPENING
MANHOLE ABOVE BASE SHALL
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
-^9� '/ WITH 3'000 PSI CONCRETE
'
ON DETAIL 2 ON C3 ^���
/' OR NON -SHRINKING GROUT
ALLOW CONCR[
TO FLOW A MD
1'-0" BEYOND I
OF STRUCTURE
WRAP EXISTING PIPE WITH
NEOPRENE GASKET MATERIAL
BEFORE FILLING THE OPENING
NEOPRENE SECURED BY 2 NON-
CORROSIVE STRAPS, l ON
EACH SIDE OF OPENING
*CE
�[�U�D�T|��� ����T|[�� \�|�\N
FOUNDATION =°-=''~''` .'�``
NOTES'
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2� POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE,
3, CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH ACCA CPECIFICATIONS,
YP. DOGHOUSE MANHOLE DETAIL
NOT TO SCALE
1
3' WIDE BY -
7' TALL GATE
_j
(OPTIONAL)
o
LLJ
/ <-
/ a-
�
CD
/�
l�
_Uj
(
z
�
\
�
`
8'_8"'
(CONCRETE PAD WIDTH)
�(INSIDE ENCLOSURE LENGTH)
WOOD STAIN:
5HERW|N WILLIAMS WOOD3CAPE5 "EMBER"
EXTERIOR WOOD STAIN.
PRODUCT |D # SW5029
8^ DIAMETER PIPE B0LLARD, TYP.
CONTAINER ENCLOSURE
SHALL BE MIN. 8'-8^
HIGH
180
SWING
``-----DESIGN CONCRETE PAD
TO WITHSTAND 18.000 #/
SINGLE WHEEL LOADS
CONCRETE PAD WIDTH)
(_6_'�TYR DUMPSTER PAD DETAIL
CONCRETE I
DUMPSTER DIMENSIONS: 6`X6'
s
�
u
'//REINFORCING OR #4 BARS CONCRETE FOOTING
AT 12" ON CENTER yz >
b' DRAIN LAYER
\---COMPACTED FILL
MATERIAL
'"NR° FENCE uvuPuTER ENCLOSURE DETAIL
NOT TO SCALE
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH ACSA SPECIFICATIONS (PART Y SECTION G),
CET DOGHOUSE BASEEXI3TING SANITARY
ON CONCRETE BLOCSEWER PIPE
DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE
BE PREFORMED Y BETWEEN EXISTING PIPE
MANUFACTURER OR AND STONE BEDDING
SAW CUTAS. TO FIT PIPE,
OUTSIDE DIAMATER
PLUS 6^,
THICK VDOT
No. 68 STONE BEDDING
8"x8^x16" AND 4" 8" 16^ ^�-
SOLID CONCRETE BLOCKS.
CENTER W/RISER
�O�A��U�� MANHOLE A���
WALL (4 EAC*) ~^~~''^^^~~^- '~^^'`''`~�^ ~'^~~^-
FILL DOGHOUSE OPENING
MANHOLE ABOVE BASE SHALL
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
-^9� '/ WITH 3'000 PSI CONCRETE
'
ON DETAIL 2 ON C3 ^���
/' OR NON -SHRINKING GROUT
ALLOW CONCR[
TO FLOW A MD
1'-0" BEYOND I
OF STRUCTURE
WRAP EXISTING PIPE WITH
NEOPRENE GASKET MATERIAL
BEFORE FILLING THE OPENING
NEOPRENE SECURED BY 2 NON-
CORROSIVE STRAPS, l ON
EACH SIDE OF OPENING
*CE
�[�U�D�T|��� ����T|[�� \�|�\N
FOUNDATION =°-=''~''` .'�``
NOTES'
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2� POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE,
3, CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH ACCA CPECIFICATIONS,
YP. DOGHOUSE MANHOLE DETAIL
NOT TO SCALE
1