HomeMy WebLinkAboutSDP202000005 Plan - Submittal (First) Minor Amendment 2020-01-158(4 RIO ROAD
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THE WORK GENERALLY CONSISTS OF MINOR SITE WORK ASSOCIATED WITH A NEW OCCUPANT AT THIS LOCATION.
SITE WORK INCLUDES NEW CURB LINES AND PARKING ADJUSTMENTS BEHIND THE BUILDING TO SUIT THE
SPECIFIC NATURE OFTHE SITE INCLUDING FOUNDATIONS FOR 8 SATELLITE DISHES WITHIN ASECURE AREA AS
WELL AS NEW LANDSCAPE SCREENING MATERIALS TO OBSCURE THE VIEW OF THESE DISHES FROM RIO ROAD.
PROJECT INFORMATION:
OWNER: LOCKWOOD BROADCAST GROUP
220 SALTERS CREEK ROAD
HAMPTON, VIRGINIA 23661
CONTACT: BOB PECTELIDIS
ENGINEER: LINE + GRADE I CIVIL ENGINEERS
113 4TH STREET NE
CHARLOTTESVI LLE, VA 22902
CONTACT: DANIEL C. HYER, PE
PHONE: 434.262.0169
SURVEYOR: DRAPER ADEN AND ASSOCIATION
110 AVON STREET
CHARLOTTESVI LLE, VA 22902
CONTACT: CHERYLSTOCKTON
PHONE: 434-295-0700
PARCEL INFO: PARCEL #: 06100-00-00-12400
874 EAST RIO ROAD COURT
ZONED: PLANNED DEVELOPMENT MIXED
COMMERCIAL (PD-MC)
LEGAL AREA: 1.21 AC (52,708 SF)
DISTURBANCE AREA: 0.18 AC (8,032 SF)
12 DIGIT HUG CODE: 020802040401
STANDARD
COMM... CO M CAST
CENTURYLI N K
DOMINION VIRGINIA POWER
LUMOS NETWORKS INC
WATER: CITY OF CHAR LOTTESVI LLE
STORM SEWER: ALBEMARLE COUNTY SERVICE
AUTHORITY
SANITARY SEWER: RIVANNA WATER AND SEWER
AUTHORITY
WETLAND IMPACTS: NONE
THIS SITE IS NOT LOCATED IN A WATER SUPPLY
PROTECTION DISTRICT.
ID
INSIDE DIAMETER
R&D
REMOVE AND DISPOSE
ABAN
ABANDON
LA
LANDSCAPED AREA
R&R
REMOVE AND RESET
AC
ACRES
LF
LINEAR FEET
R&S
REMOVE AND STACK
ADJ
ADJUST
LOD
LIMITS OF DISTURBANCE
SB
SORTHBOUND
APPROX
APPROXIMATE
LT
LEFT
SF
SQUARE FEET
ASPH
ASPHALT
MAX
MAXIMUM
SSD
STOPPING SIGHT DISTANCE
k
BASELINE
MIN
MINIMUM
STA
STATION
BLDG
BUILDING
ME
MATCH EXISTING
SW
SIDEWALK
BM
BENCHMARK
NIC
NOT IN CONTRACT
TEMP
TEMPORARY
q
CENTERLINE
N.T.S.
NOT TO SCALE
TRANS
TRANSITION
CF
CUBIC FEET
NB
NORTHBOUND
TYP
TYPICAL
CG
CURB AND GUTTER
OC
ON CENTER
WB
WESTBOUND
CONC
CONCRETE
OD
OUTSIDE DIAMETER
WSEL
WATER SURFACE ELEVATION
CONST
CONSTRUCTION
PRKG
PARKING
DI
DROP INLET
PROJ
PROJECT
DND
DO NOT DISTURB
PROP
PROPOSED
EB
EASTBOUND
PVMT
PAVEMENT
EL
ELEVATION
PM
PAVEMENT MARKING
EX
EXISTING
REM
REMOVE
FND
FOUNDATION
ROW
RIGHT-OF-WAY
GRVL
GRAVEL
RT
RIGHT
HC
HANDICAP
ffim-All
l
BC
BACK OF CURB
PCC
POINT OF COMPOUND CURVATURE
BR
BOTTOM OF RAMP
PI
POINT OF INTERSECTION
BVCS
BEGIN VERTICAL CURVE STATION
PNT
POINT
BVCE
BEGIN VERTICAL CURVE ELEVATION
PR
PROPOSED ELEVATION
BW
BOTTOM OF WALL
PRC
POINT OF REVERSE CURVATURE
D OR Ll
DELTA ANGLE
PT
POINT OF TANGENCY
EG
EXISTING GRADE
PVC
P01NT OF VERTICAL CURVATURE
EP
EDGE OF PAVEMENT
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENCY
EVCS
END VERTICAL CURVE STATION
R
RADIUS
EVCS
END VERTICAL CURVE ELEVATION
TAN
TANGENT DISTANCE
FG
FINISHED GRADE
TC
TOP OF CURB
FL
FLOWLINE
THT
THROAT
HP
HIGH POINT
TR
TOP OF RAMP
INV
INVERT
TW
TOP OF WALL
L
LENGTH
STA
STATION
LP
LOW POINT
LVC
LENGTH OF VERTICAL CURVATURE
SP
SADDLE POINT
OFF
OFFSET
PC
POINT OF CURVATURE
SHEET NUMBER
SHEETTITLE
CO.O
TITLE SH EET
CO.1
GENERAL NOTES
01.0
EXISTING CONDITIONS AND ESC AND DEMOLITION PLAN
C1.1
DEMOLITION AND EROSION & SEDIMENT CONTROL DETAILS
C2.0
SITE PLAN AMENDMENT
C2.1
SITE DETAILS
C2.2
SPECIFIC SITE DETAILS
C2.3
PLANTING DETAILS
�,`ix op
XO.0
SURVEY
0 11512020
DANIEL C. HYER
Lic. No. 45596
SUBMITTAL
LOG
fQNAl..
SUBMISSION
DESCRIPTION RECIPIENT SUBMITTAL DATE
1
100% ALBEMARLE COUNTY 01/15/2020
APPROVED [DCH
COMMUNITY DEVELOPMENT
SUBMISSION NO. 1
PROJECT 1910500
T H E W O R K O F
L I N E + G R A D E
VICINITY' MA ; LOCATION MAP
SCALE: 1" = 20,000' SCALE: 1" = 500' (;Umu
TILITI ES:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS
WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE
FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN
THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFYTHE ENGINEER.
3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES.
5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE
WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES.
6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE
FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY
IS PARAMOUNT.
7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT
OF WAY, OR ADJOINING GROUNDS.
8. ALL WORK AREAS SHALL BE CLEANED DAILY.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES.
10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR
CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY.
11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION.
13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE.
14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING
CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL
CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED.
15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE.
16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE
MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING
MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN.
19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING
BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER.
20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE
DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECTTO APPROVAL OF THE ENGINEER.
21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE
MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING
CLEANING.
22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST
NOT VIOLATE REQUIREMENTS OFAPPLICABLE CODES AND STANDARDS.
23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF
EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES
DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL.
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE
ACCESS PROCEDURES WITH THE FIRE MARSHALL.
24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE
NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS.
25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR
WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER.
26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES.
27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER
AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR
OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
_ __ ,
I� , ._ l
r
1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS.
2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED.
SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32
3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS.
HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE
ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF
MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS
AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS.
4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS
MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE.
5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES
AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE
RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL
REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE
CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE
COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT
MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT
MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS.
7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED,
FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND
OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE
REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18)
8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK.
9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES.
10. THE CONTRACTOR SHALL PROPERLY INSTAL LAND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OFTHE PROJECT; AND ROUTINELY CHECK
CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS.
1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES
(PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS.
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION.
2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES
OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN
MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL
PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY
AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND
THAT NO JOINTS OR CONNECTIONS ARE DISPLACED, BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR
SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE
RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES.
SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM.
5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE
RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT
BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT
HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A
BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE
ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL
A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING
AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION
DEVICES.
1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY
MECHANICAL MEANS.
2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE
STAN DAR DS.
4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT
EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG
BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND
DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A
MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR
PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF TH E CONTRACTOR.
PROJECT SUMMARY - 874 Rio East Court
APPLICANT: Lockwood Broadcasting
Bob Pectelidis
220 Salters Creek Road Hampton, Virginia 23661
PARCEL: ZMA-1996-00004
Parcel ID: 06100-00-00-124CO
Zoned: Planned Development Mixed Commercial
-EARTH �' ® I� I TCONDITIONS:
LEGAL AREA: 1.21 ACRES
52,708 SF
1. EXCEPTAS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1.
ZONING: Planned Development Mixed Commercial (PD-MC)
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF 9PTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE
MAGISTERIAL DISTRICT Rio
FI LL.
3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S
PLANNING HISTORY:
INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
PROPOSED SITE PLAN AMENDMENT
ALLOWED OR REQ'D
5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM
THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON
BUILDING HEIGHT: MAX HEIGHTALLOWED =
65 FT
ALL PAVED SURFACES.
Per27.3 EXISTING BUILDING HEIGHT =
14 FT
6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO TH E PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED
PROPOSED BUILDING HEIGHT=
14 FT
SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL
ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
SETBACKS: PRIMARY STREET (---) MIN FRONT YARD m
10 FT
7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK.
Per4.20 P R I MA RY STR EET (R 10 ROAD) MAX FRONT YARD
NONE REQUIRED
CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE
SIDE O =
NONE REQUIRED
DRAINAGE.
STRUCTURE SETBACK REAR (} o
NONE REQUIRED
8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE
PARKING SETBACK REAR (} =
NONE REQUIRED
CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
SCREENING:
NONE REQUIRED
9. ALLSTORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR
DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY.
BUILDING FOOTPRINT: EXISTING BUILDING FOOTPRINT
10,548 SF
TRAFFIC:
PROPOSED ADDITIC7NALFOOTPRINT
05F
I!►III VT 1 �1 V
TOTAL FOOTPRINT
10,54.8 SF
1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE
COUNTY OF ALBEMARLE TRAFFIC ENGINEER.
2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY
TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED
OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS.
GENERAL NOTES
3. ALL EXISTING RESIDENTIALAND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY
THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE.
6. ALLTRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR, TO ANY TRAFFIC CHANGES.
7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS
ADJACENT TO THE BUSTING PAVEMENT WITH A'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW,
BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF
WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED.
8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS
SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO
THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND
AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS.
9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC.
10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE
MOTORING PUBLIC.
11. CONTRACTOR SHALL NOTIFYTRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS.
12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED.
13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA
PROTECTION MANUAL.
14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED.
15. CONTRACTOR SHALLASSURE ENDS OFTEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES.
1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE
AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA
STATEWIDE FIRE PREVENTION CODE.
3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION
FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS S0ON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND
COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE.
6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR
PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER
ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
USES: TOTAL GROSS FLOOR AREA = 10,548 SF
OFFICE, GENERAL(G.F.A.) = 2,637 SF
INDUSTRIAL/PRODUCTION 7,911 SF
PARKING REQUIRED: OFFICE, GENERAL: !-SPACE PER 200 SF OF NFA = 53 SPACES
Per4.12.6 TOTAL REQUIRED PARKING = 53 SPACES
PerADA Std. 208 HANDICAP SPACES REQUIRED = 3 SPACE
PARKING PROVIDED: TOTALPROVIII 58 SPACES
HANDICAP PROVIDED = 3 SPACES
Gm
11111111M I
� I III I I -
TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY)
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED)
BENCHMARKS: (SEE IMAGES ABOVE)
1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES.
2. INSTALL PERIMETER CONTROL MEASURES AS INDICATED ON PLANS INCLUDING SAFETY FENCE, SILT FENCE, AND TREE PROTECTION.
3. CLEAR AND GRUB EXISTING GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DEMOLITION.
4, GRADE SITE TO FINAL GRADES PER PLANS.
5. FORM AND INSTALL CONCRETE WORK.
6. STABILIZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT.
7. INSTALL REMAINING SITE FEATURES.
8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER.
9. REMOVE PERIMETER CONTROL MEASURES.
If
Q� A,s0zoao,
DANIEL C. HYER
LTC. No. ``45590
e■ i'
ON AL 06
APPROVED ®CH
SUBMISSION NO. 1
PROJECT 1910500
T H E W O R K O F
LINE ar GRADE
LINE+GRADE LLO
I
--X--�
(SAo
SAFETY FENCE
------------ 10— - I
J
TOP
TREE PROTECTION
---
- — — ® ® ® — —
LIMITS OF DISTURBANCE
P
CURB INLET PROTECTION
SAWCUT
LIMITS OF GENERAL DEMOLITION
EliseLIMITS
OF ASPHALT REMOVAL
LIMITS OF PAVEMENT
PATCH REPAIRS
REMOVE TREE
0 \A DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN
1 I"= 10': 0 10 90
//VV. uul:D10.1d
RIO COURT
50' WOEROAL? EASEMENT
D,9 /5// FG 562
REMOVE EX. TREES
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.SANITAR
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T(910:516—
IN V IN. - 5,
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DANIEL C. HYER
Lic. No. 45596
THE W 0 R K 0 F
L I N E + G R A D E
LLG
SAFETY FFNCE
E
a
PERSPECTIVE VIEW
PERSPECTIVE VIEW
PLASTIC FENCE
PERSPECTIVE VIEW
METAL FENCE
V
AGGREC
FI LTER
SAND BAG OR
ALTERNATE WEIGHT
2'-0" MIN. LENGTH
OF 2x4
FILTER CLOTH
2" X 4" WEIR-
VDOT AGGREGATE
NO.1
SECTION
2" ASPHALTIC CONCRETE,
VDOT SM-9.5, SURFACE COURSE
STD. CG-2 CURB
SAW CUT 2' FROM
FACE OF CURB
�4�...`---2x4 SPACER •� ��y �. �°` �,.°�'' `'�, `
"ter
WIRE MESH 6 DENSE GRADED
" (SAME AS FOR AGGREGATE BASE r `;
" ��.. • SILT FENCE) COURSE, VDOT 21A
.4 INLET TO PIPE
COMPACTED
SUBGRADE
Source: d f Adapted Conwed Plastics and Plate 3.01-1
P -
VDOT Road and Bridge Standards
3a 1®1 SAFETY FENCE CURB INLET PROTECTION MINIMUM PAVEMENT PATCH
EX. AGGREGATE
BASE
TABLE 3.31-B
(REVISED JUNE 2003)
TEMPORARY SEEDING SPECIFICATIONS
QUICK REFERENCE FOR ALL REGIONS
APPLICATION SPECIES APPLICATION RATES
50/50 Mix of Annual Ryagrass
Sept 1 - Feb. 15 (Lolium multi -forum) & Cereal 50-100 (Ibs/acre)
(Winter) Rya (Secale create)
Feb. 16 - Apr. 30 Annual Rye-grass (lolium multi-foorum) 60-100 (Ibs/acre)
May 1 -Aug 31 - - - Garman Millet 50 (Ibs/acre)
FERTILIZER & LIME
Apply 10-10-10 Fertilizer at a rate of 450 Ibs/acre (or 10 Ibs. / 1,000 sq. ft)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.)
NOTE-
1 A soil test is necessaryto determine the actual amount of Iime required to adjust the soil pH of site-
2. Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means.
3. When applying SlowlyAvailabla Nitrogen, use rates available in Erasion & Sediment Control Technical Bulletin #4
2003 Nutrient Management for Bev_elepmentSites at http://www dag virginia gov[ProR_rams(waterlStonnwater
Managemant/Publications aspx
TABLE 3.32-D
(REVISED JUNE 2003)
PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONTAREA
SEED'
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Tail Fescuei
95-1001,
Minimum Care Lawn
Perennial Ryegrass
0-5%
(Commercial or Residential)
KentuckyBluagrassi
0-5%
Total: 175-200 Ibs
High -Maintenance Lavin
Tall Fescue'-
Total: 200-250 Ibs-
Tall Fescua'-
128 Ibs.
General SIc e (31 cr lass
Red Top Grass of Creeping Red Fescue
.Seasonal Nurse Crop2
2 Ibs.
20 lbs.
Total: 150 Ibs.
Tall Fescue'
103 Ibs.
Low -Maintenance Slope
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crcp2
Crownvetch3
2lbs.
20 Ibs.
20 Ibs-
(Ste an 31)
Total: 150 Ids.
1 - When selecting varieties of turfgrass, use the Virginia Crop fin prcvementAssociation (VCIA) recommended
turfgrass variety list. Qualt yseed will bear a label indicating thatthey are approved byVC1A. A currentturfgrass variety
list is available attha local Count] Extension office or through VCIA at 804-746-4884 or at
http //sudan cses vtedulhtmlJTurf/tu[fJpubhcaVons/publrcab1Jns2.htrnl
2 Use seasonal nurse crop in accordance with the seeding dates as stated below:
Februaryl61h -April __._.__........__....._..... Annual Rye
May1"- August 15r _._..__.__......__.......... Foxtail Millet
August16"' cctobar ... Annual Rye
November Febnuary15th - _ .- Winter Rye
3-SubstituteSencea lespedeza for Crownvetch eastof Fannvdle-, VA ( Maythrcugh September use- hulled seed, all
other periods, use unhulled Sericea.) If Flatpea is used, increase rate to 30 lbs]acre. If Weeping Lovegfass is used,
include in anyslope cr low maintenance mixture during wanner seeding periods increase to 30 -40.
FERTILIZER & LIME
Apply 10-20-10 Fertilizer at a rate of 500 Ibs/acre (or 12 Ibs. / 1,000 sq- ft)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs./ 1,000 sq. ft.)
NOTE:
- A soil test is necessaryto determine the actual -amount of lime required to adjust the soil pH of site
Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means.
When applying Slowly Available Nitrogen, use rates available in Erosion & SedimentCentrol Technical Bulletin #4
2003 Nutrient Manager-uent for f3_e_vele pmentSites at http:/Jwww.deq.virgjniagov/ProgramsJwater/Stonnwater
Nl an agement/P ublica bons.asp:t
w
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ed-+
DANIEL C. HYER
Lic. No. 45596
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10NAL
APPROVED CCH
SUBMISSION NO. 1
PROJECT 1910500
TIC E WORD OF
LINE + GRADE
C1.1
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I
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1-1-31
Y?/O COURT
50' W1,0,E 1?0A0,EASEMEjVT
99 1571 PG 562
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CANADENSIS
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DANIEL C. HYER
Lic. No. 45590
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ON AL
APPROVED DCH
SUBMISSION NO. I
PROJECT 1910500
Tip E W 0 R K OP
L I N E + G R A D E
IONNI", Aqwv&
f A
\A 0SITE PLAN AMENDMENT
III= 10': 0 10 20
B
A
PERMISSIBLE
CONSTRUCTION #5 DOWEL, 8" LONG Q 12" C-C
5'
—TRANSITION GUTTER PAN SLOPE
TO 20:1 THROUGH RAMP LENGTH
A
TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20:1
TO 20;1 THROUGH RAMP LENGTH
8'-0" Min. 4'-0" Min.
BACK OF CURB 12:1 MAX. 48=1 MAX.
20: 1—
z' M N SECTION A• -A
JOINT
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/
{
X
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10:1
1D:1
MAX
MAX
5'
5' ti
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTES:
1, FOR GENERAL (MOTES ON THE DETECTABLE 'WARNING SURFACE, SEE SHEET 1 OF 5.
2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION.
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPICAL DESIGN
TYPE A
WITH BUFFER ;TRIP
EXAMPLE INSTALLATION METHODS -
SEE PLANS FOR LAYOUT
cr_
CG-12
1 a CROSSWALK I
CROSSWALK
H (I TYPICAL PLACEMENT
TYPICAL PLACEMENT AT INTERSECTION
AT INTERSECTION WITHIN CROSSWALK
WITHIN CROSSWALK (WITH BUFFER STRIP)
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. xvl--) -r
REFERENCE CG-12 DETECTABLE WARNING SURFACE
ROAD AND BRIDGE STANDARDS
105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE502
SHEET 2 OF 5
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02
NOTES:
1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3, CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR A-5
RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH
A3" 21' DEPTH)IN(ORDER INCREASED
ETH BAS OTTOMA5
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5 CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
r2" RADIUS
a
P.P D. SURFACE
� u7 � aA • � ad . P� ' , n
zo
a • . nd - ad • • n BASE
' '• P.;, DAP � D.
�dP DA 'A
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
105
502
r
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w
w
rn
STANDARD 6" CURD
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-2
XV
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET I OF 1
201.01
"T-IPE
J 1\
9'-0"
I�Q-10111 0 a'
5' (UNLESS OTHERWISE NOTED)
— 2% CROSS SLOPE (SLOPED TO DRAIN)
FINISHED GRADE
6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE -
i i - i - -` MIN. 4" THICK, 3000 PSI CONCRETE
II!
111 [Ed I __— I,I ICI► III Rai--Ajj 11
4" VDOT 21A STONE BASE ----I
PREMOLDED JOINT FILLER
(WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, OR CURB)
low ' tTf 11'_ i
SPACE
CENTERLINE
HANDICAP
PARKING SYMBOL
HANDICAP PARKING SIGN
_ ..
ADA PATH a
12"x12"
GRID
PAVEMENT EDGE
- 4" STRIPING
SPACED 2' APART
�8-5' `I�SEE
LAN
SINGLE HANDICAP SPACE
1'
RESERVED
PARKING
CV
PENALTY
S10D4500 FINE
TOW AWAY TONE
VAN
o 11 ACCESSIBLE
TVAN PLACARD
5' MIN. TO (WHERE APPLICABLE)
FINISHED GRADE
1" ROUNDING
OF CONCRETE
HANDICAP PARKING SIGN
6" x 7'-6" LONG
HANDICAP
PARKING SIGNS SCHEDULE 80 STEEL
PIPE FILLED WITH
3" VDOT BM-25A CONCRETE. HOT DIPPED
ADA PATH r '�' ASPHALT GONG. BASE 2 VDOT SM-9.A GALVANIZED AND PAINTED
BONG.
OVER PRIME GOAT BIT. BLACK. PROVIDE POSTS
PRIME TACK COAT _ AS INDICATED ON PLAN.
COAT
r� POURED CONCRETE
IL ASIA
SLOPE TO (3,500P.S.I.)
` VAN/,0000 DRAIN EXPANSION
r kiK
xJ
�- 8' —�� 8' - &
ADJACENT SPACES OR VAN SPACE
HANDICAP PARKING SPACE NOTES:
1. SPACES SHALL BE COMPLIANT WITH ADAAG 502.6 AND VUSBC 1106.8.
2. ALL HANDICAP PARKING PAVEMENT MARKINGS SHALL BE WHITE IN COLOR.
HANDICAP PARKING SIGN NOTES:
3. SIGN SYMBOL SHALL BE INTERNATIONAL HANDICAP SYMBOL.
4. SIGN MATERIAL TO BE 0.065" ALUMINUM SHEET.
5. VAN PLACARD SHALL ONLY BE INSTALLED WHERE DESIGNATED ON PLANS.
CO PACTED SUBGRADE =8" VDOT 21A/21 B,
TYPE 1 AGGREGATE BASE
SUBGRADE STABILIZATION
GEOTEXTI LE
OCC-2 _ O HANDICAP PARKING SPACE DETAILS O BULL —DEPTH PAVEMENT SECTION O
-1
m
d
1.5' DIA.
TYPE I BOLLARD
#5 BAR, 12" LONG
THROUGH PIPE
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� DANIEL C. HYER
Lc. No. 45596
l ON AL �
APPROVED DCH
SUBMISSION NO. 1
PROJECT 1010500
T H E W O R K 0 P
LINE -I- GRADE
O.D.
6 5/8" O.D. PIPE
RADE
ITI-TWIST
:BAR
61 SECTION A - A
ANTI -TWIST REBAR
5/8" DIAM. X 18" NOTES
1. STEEL MAST PIPE: 6" SCHEDULE 80,
L=156"- 6 5/8" O.D.
2. CONCRETE: 3000 PSI AT 28 DAYS,
POURED AGAINST UNDISTURBED SOIL
(ALLOW CONCRETE 24 HOUR SET TIME
BEFORE INSTALLATION OF ANTENNA)
3. SOIL BEARING CAPACITY > 2000 PSF.
4. GROUND THE ANTENNA TO MEET
APPLICABLE LOCAL CODES.
01 IN -GROUND MAST FOUNDATION
4
3 sH REV DCHILL VERSION
R643 [25.3] — R618 [24.3]
DOOR SWING DOOR SWING
TYP TYP
FOR ALL STUB -UP, WEIGHT, AND C.O.G. DETAILS, SEE
M R.- CORRESPONDING OPEN SET DRAWING PER UNIT CONFIGURATION
W
�' � '`' �Y�h♦` �\ ,tL :2o-�%'�?`'? � z� . , .�K``.3�v:;.fk�'�}^ � � CZs;\*v> ��` AIR INTAKE
350 [13.81 i �� gg
ENCLOSED 0
EXHAUST OUTLET
.�.., ..
507 [20,01 �
AIR INTAKE AIR INTAKE
ENCLOSED BOTH SIDES BOTHSIDES
EXHAUST
OUTLET 3923 [1544]
OVERALL LENGTH
RADIATOR3277 1371 [54.0]
EXHAUST OVERALL WIDTH
DISCHARGE AIR AIR INTAKE
BOTHSIDES
AIR INTAKE AIR INTAKE AIR INTAKE
_WI
.N
aFes. n
S1.4 z as
N
XSf 2370
:W�
[93.31
2059 [81.11 2128 [83.8]
OVERALL
g"M K:::_: HEIGHT
8 ...... 1 am.
:0, g
mw.�. DIM Y
'.
2�
C.O.G.
0-
"ffll
'm
R241 [9.51 M.
. .......... - 811'.1 1.NE♦
1N
DIM z
A
DIM X C.O.G.
C.O.G. --- 1234 [48.6]
653 [25.7]1-- 3250 [128.0]
urmlimuRAC
TITLE
DRAWING CREATED FROM PROIENGINEER DIMENSIONS ARE IN MILLIMETERS [INCHES] L2A ENCLOSURE
3D FILE. ECO MODIFICATION TO BE
APPLIED TO SOLID MODEL ONLY. G14.2L
60HZ: SG1501PG135, SG175/PG158, SG2001PG180
GENERAC PO4NER SYSIENIS OViNS THE COPY IGHT OF THIS DRAWNG
WHICH 13 SUPPLIED N CONFIDENCE&ND MUST NOT BE USED FOR 50HZ: SG1201PG108, SG140/PG126, SG1601PG144
ANY 111103E OTHER THAN FOR WHICH IT IS SUPPLIED WITHOUT
THE EXPRESS IARMTEN CONSENT OF CENERAC FOWER -'Y,-,TEtl-.. ISSUE DATE: 11126114
[9 [T� L� (DSENERAU STAR SYSTEMS 20 13 —
SIZE CAGE NO DVVG NO REV
�
OL0467C
ELErapoNICALLY APPROVED B N/A A
_L__
INSIDE VVINUCHILL
SCALE 0.0630 VVT-KG SHEET I of 1
4
3
2
A
Vo
12'
61
.
31 31 31 1.5'
4.
4
< .
—(8) 6''0 BOLLARDS 4 4
SIM. TO BOLLARD
A D ETAI L 7/C2. I
< A
cl
4 4
4
4
A
A
A
4
4#11'
4
A
A
lolk .4,
4
A
<
WOODEN
GATE 6' HIGH
4
4
d
4
4
4
<1
<1 4
17
16 Adl
4
A A
A
WOODEN BOARD
DUMPSTER ENCLOSURE
8" THICK REINFORCED
CONCRETE PAD
(POUR CONTINUOUS
WITH GENERATOR PAD)
(D
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LINE + GRADE
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GENERATOR SPECIFICATIONSO CONCRETE DUMPSTER PAD m:2
, LA! A,14
WALL UTAIVIt I ttt
VARIES i.
SET PLUMB
FINISHED GRADE
3" OF MULCH
3" COMPACTED EARTH
SAUCER (NOTE- IN PLANTING
BEDS, ELIMINATE THE
COMPACTED EARTH SAUCER
AND COVER ALL BEDS WITH
3" OF MULCH, MINIMUM
EXISTING GRADE
TILL EXISTING SOIL
REMOVE BURLAP FROM
TOP X OF ROOT BALL,
ROUGHEN ROOT BALL FOR
CONTAINER GROWN STOCK
3" OF MULCH
FINISHED GRADE
PLANTING SOIL
MIXTURE
ROUGHEN ROOTBALL
PRIOR TO PLACEMENT
(i)
SHRUB DERAIL � SHRUB SPACING
RUBBER HOSE ON EACH MAJOR STEM,
ALL MAJOR STEMS SHOULD BE WIRED TOGETHER
ROOT CROWN TO BE PLACED
V-2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
WOOD STAKES (3) IN FIRM SOIL
REMOVE TOP'- OF BURLAP, NON -BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL
PREPARED SUBGRADE PEDESTAL
American Standard for Nursery Stock, ANSI Z60.1-2004, approved May 12, 2004
American Joint Committee on Horticultural Nomenclature, 1942; edition of Standardized Plant Names
All plant material shall be nursery grown unless otherwise noted. Plants shall have a habit of growth that is normal
for the species and shall be healthy, vigorous and equal or exceed the measurements specified in the plant list,
which are the minimum acceptable sizes. Plants shall be measured before pruning with branches in normal position.
Any necessary pruning shall be done at the time of planting. Requirements for measurements, branching, grading,
quality, ball and burlapping of plants in the plant list generally follow the code of standards currently recommend by
the American Standard for Nursery Stock. Plants that meet the requirements specified, but do not have the normal
balance of height and spread typical for the respective plant, shall not be accepted. All plants shall be free of weeds
and other objectionable vegetation.
Plants (General)
Plants shall be nursery grown, healthy, vigorous, bushy, well-balanced, of normal habit of growth for the species, and
shall be free from disease, insect eggs and larvae. They shall have crown and root ball sizes that meet or exceed the
standards setforth in "American Association of Nurserymen, Inc." The specified sizes shall be before pruning, and
plants shall be measured with their branches in normal position. Plants shall not be pruned prior to delivery, except
upon special approval.
Shade trees shall be healthy, vigorous, full -branched, well -shaped, and shall meet the trunk diameter, height, and
spread requirements of the plant list, and meet the standards of "The American Association of Nurserymen." Balls
shall be firm, neat, slightly tapered and well burlapped. Any tree loose in the ball or with broken ball a time of
plantingwill be rejected. Balls shall be sized in accordance with the AAN standards.
Tree and Shrub Planting
Plant shade trees in tree -pits greater in diameter than ball and at a height which assures proper drainage and
vigorous growth. Plant ornamental trees in tree -pits 12" greater in diameter than ball and at a height for proper
drainage and vigorous growth. Fill bottom of
pit (to depth of root ball) with a mixture of soil. After settling the tree, the pit shall be backfilled with soil mix, then
carefully settled by wateringto prevent air pockets. Form a 4" watering ring for each tree.
Ground cover beds shall be loosened to a depth of 6" and fertilized with an osmacote fertilizer at the rate of four
pounds per 100 square feet. Moist peat moss shall be applied at the rate of two inches (2") thick and worked into
the upper six inches (6") of the bed.
All plant beds plus an area three feet greater in diameter than the ball around each tree shall be mulched with 3" of
clean, hardwood mulch.
Should the contractor encounter soil conditions which are inhospitable to normal planting, it is his responsibility to
modify the soil so that the plants will thrive. These modifications may include providing drainage for trees or shrub
beds and providing any extra soil as may be required for planting.
1=1011,1101 Mt MGM
ROOT CROWN TO BE PLACED
1"-2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL
PREPARED SUBGRADE PEDESTAL TO
PREVENT SETTLING
PLANT SCHEDULE
Plan Ke
Qty.
Units
Botanical Name
Common Name
Min. Nursery
Height
Condition
Spacing
Evergreen Shrubs
CL 124 EA
Leucof oe Axiltaris
Cost Leucothoe
18 1 NCHES
-�3 Cont.
4 feet Q.C.
Ornamental Grasses
pM 121
EA
Muhlenbergia Capillaris
Pink Muhyigrass
n/a
#3 Cont.
2 feet O.C.
Groundcovers.
none
Ornamental Trees
AC 3
€AI
A-nelanchlerConaclensis
Serviceberry
2'Caliper
-,Per
Plan
Screening Trees
LC
6
EA
Cu ressoe ads Le andii
P YP Y<
Leyland C
Y Cyprus
6'Tall
Per Plan
M vlch
is
Cy
Planting Soil
15
Cy
River Rock
60
Ton
--- CROWN OF SHRUB TO BE PLACED
1"-2' ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
-- CREATE SAUCER WITH
TOPSOIL, 6" MIN.
PRUNE DAMAGED OR DESSICATED
ROOTS
GENTLY COMPACTED TOPSOIL
MIXTURE
SCARIFY PIT BOTTOM, 6" MIN.
_i
OF
DANIEL C. HYER
Lic. No. 45596
.I r i
f ON AL ��
APPROVED DCH
SUBMISSION NO. 1
PROJECT 1910500
T H E W 0 R K O F
L I N E + 0 RA D E
TREE PLANTING O MULTI -STEM TREE PLANTING O SHRUB PLANTING I �2.me
1.) SOURCE OF MERIDIAN: VIRGINIA STATE PLANE GRID NORTH, NAD 83 SOUTH ZONE BASED UPON
GPS OBSERVATIONS PERFORMED BY DRAPER ADEN ASSOCIATES ON OCTOBER 10, 2019.
2.) VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 BASED UPON GPS OBSERVATIONS
PERFORMED BY DRAPER ADEN ASSOCIATES ON OCTOBER 10, 2019.
3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT
AND ALL EASEMENTS AND ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH MAY
NOT BE SHOWN.
4.) UTILITIES SHOWN ARE BASED UPON:
SUE QUALITY LEVEL D, ASCE 38-02 - COMPILED RECORDS ONLY
SUE QUALITY LEVEL C, ASCE 38-02 - VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED
RECORDS.
X SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES
PERFORMED BY DRAPER ADEN ASSOCIATES AND VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED
RECORDS.
SUE QUALITY LEVEL A, ASCE 38-02 - TEST PITS AT LOCATIONS SHOWN HEREON PERFORMED
BY (DAA; OTHER) IN CONJUNCTION WITH FIELD DESIGNATION OF UNDERGROUND UTILITIES
PERFORMED BY (DAA; MISS UTILITY, TICKET # OTHER), VISIBLE EVIDENCE AND COMPILED
RECORDS.
NO SUE WAS PERFORMED OR REQUESTED FOR THIS SURVEY. UTILITIES SHOWN HEREON ARE
BASED ON FIELD OBSERVATION ONLY.
5.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
DAVID JORDAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE
IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON OCTOBER 10, 2019; AND THAT THIS PLAT
AND/OR MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
6.) CONTOUR INTERVAL: 1'.
7.) THIS SURVEY WAS PREPARED FOR LINE + GRADE. DRAPER ADEN ASSOCIATES ASSUMES NO
LIABILITY FOR REUSE OR MODIFICATION OF THIS DOCUMENT.
8.) PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION.
9.) DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE CONSTRUCTION OF THE
IMPROVEMENTS SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE
TO EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS,
ELEVATIONS ON MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS
(HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE
PROVIDED BENCHMARKS. FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD
RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY.
�C
® PROPERTY LINE 0 RO
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()hp OVERHEAD POWER � TE
0 5 io 20
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1 inch = 10 ft.
BENCHMARK "B"
CHISELED SQUARE
ELEV: 519.43
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CONCRETE _`--�- 753
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\., 522.01 529.60,;
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
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NAME: JUSTIN SIDEBOTTOM 10 15 2019 H
t r` �i �J vv v } I I I t W: 519 49
521,47 13W: 517 09
SURVEY PARTY CHIEF SIGNATURE DATE K
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NAME: DAVID JORDAN 1OZ14/2019 ' v
PROJECT MANAGER SIGNATURE DATE S i IL� ;
/ 8' WOOD FENCE
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NAME: CHERYL STOCKTON 10/15 2019
r I 590 09
QUALITY REVIEWER SIGNATURE DATE 1 1
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EAST RIO COURT, LLC I \ I ttDB 4563 PG 344 10" REpBUDDB 1571 PG 562-566 s'I ✓10�' REDBUD
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SANITARY SEWER AND m TELEPHONE BOX UTILITY POLE STCO / f
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STORM LINE AND INLET "" I _ �- _520 -" +518.78 s/ Tp f' I
caty WATER METER C7 LIGHT POLE t - -- -m - - -- - -- - -- - ' �'
cO�Gp'Tipr _tit I
UNDERGROUND CABLE TV
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uge Qo WELL O FIBER OPTIC PEDESTAL TOP:
' 517.53
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UNDERGROUND ELECTRIC ' " INV. _
ugt BENCHMARK 0 FIBER OPTIC HANDHOLE ,' INV. IN:510.90 NW
1 '' INV. IN:514.00 SW
UNDERGROUND TELEPHONE { I j INV. OUT:510.77 �� w ��� 1a" REDBUD /t}
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-k 1561.3 SPOT ELEVATION O SEWER CLEAN OUT /s\ uge p� a u e - - uge o "iti'O �•g -`-� - (o ss ss ss-
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`�/\\ - / \ ' S18.24 "" f' _ \ �� < f INV- OUT: 510.65
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GUY POLE
LEPHONE
PEDESTAL O
ELECTRIC MARKER
LEPHONE
MANHOLE (E
ELECTRICAL MANHOLE
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David' Jordan
Lic. No. 2976
10/10/2019 `
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DRAWN BY:
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CHECKED BY:
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SCALE:
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DATE:
10/10/2019,
PROJECT NUMBER:
190604.99-010503
1
1 OF 1