HomeMy WebLinkAboutSDP202100088 Plan - Approved 2022-03-09w
Vw N
co o
�cNv0
• U) > _
V z�jm
®Y� J J > c]
rr 1 O Cfl ¢ w 0
N:D Li N I I (D N ANY
r ¢ O
O0
U MCI:
Q_
ct8cc—z J0 MAwU
W u)
�:2
Q L0 R IT LAN AM NDM NT
z_
It
�0_
TM
•% w cD 9 5A & 5Dwz c\j
Qco
Lij
CnNti
COUNTY,VIRGINIA ,SAMUEL MILLER MAGISTERIAL DISTRICT, ALBEMARLEQ o � N
Uz_�
O > 4
> U w
w
o a- coM 0 0
z
SHEET INDEXM-i
SITE DATA Q
U
SHEET # SHEET TITLE
OWNER/DEVELOPER : NORTH GARDEN FIRE COMPANY, INC.
4907 PLANK ROAD o 1----------------------------------------- COVER SHEET
CHARLOTTESVILLE, VA 22959
2----------------------------------------- GENERAL NOTES
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES Q`
999 SECOND STREET �C�` 3----------------------------------------- EXISTING CONDITIONS AND DEMO PLAN
CHARLOTTESVILLE, VA. 22902 `' ` (4----------------------------------------- LAYOUT PLAN
(434)-260-7722 GP �2
5----------------------------------------- GRADING PLAN
TAX MAP PARCEL No: 09900-00-00-005AO
09900-00-00-005DO �O 6----------------------------------------- UTILITY PLAN
TOTAL PARCEL AREA: 0.4600 AC (99-5A) 7----------------------------------------- LIGHTING PLAN
0.4450 AC (99-5D) 8----------------------------------------- DETAILS
0.905 AC (TOTAL AREA)
�` TOTAL #SHEETS = 8
ZONING: VILLAGE RESIDENTIAL, ENTRANCE CORRIDOR OVERLAY, FLOOD HAZARD OVERLAY ��
z
CURRENT USE: FIRE/RESCUE STATION �,(�
PROPOSED USE: FIRE/RESCUE STATION UJ
z
w
O
MAXIMUM BUILDING HEIGHT: 30 FT v O
U
w z m
SETBACKS: FRONT = 25% SIDE = 15', REAR = 20' 0 O Q
v7 U
MAGISTERIAL DISTRICT: SAMUEL MILLER O
u�
CRITICAL SLOPES: CRITICAL SLOPES PRESENT PER COUNTY GIS Lu
WATERSHED: NORTH FORK HARDWARE RIVER WATERSHED
ALLOWABLE DENSITY: N/A
SOURCE OF TOPOGRAPHY V CONTOURS FROM RGA FIELD SURVEY DATED FEBRUARY 23, 2021 SUBJECT
m00
BENCHMARK: AS SHOWN ON EXISTING CONDITIONS; NORTHWEST CORNER OF POST OFFICE, BM = 694.69' PROPERTY
DATUM: HORIZ: NAD 83; VERT: NAVD 88 � N
Q
FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD N N
r
HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/4/2005,
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN
O r N
PREFORMED AS A PORTION OF THIS PROJECT. z
FLOODPLAIN INFORMATION - REFER TO SDP199900010 AND SDP199900074 FOR LETTER OF MAP REVISION AND
DOCUMENTATION SHOWING THE BUILDING IS NOT WITHIN THE FLOODPLAIN
STREAM BUFFER: THE WATER PROTECTION ORDINANCE BUFFER AND THE 100-YR FLOODPLAIN LINE ARE THE SAME LINEWORK n �`��' pil�06N
ON SHEET 3, EXISTING CONDITIONS. ALB E MARL �
COUNTY
0
U �
CEMETERIES: NO EVIDENCE OF A BURIAL SITE WAS DISCOVERED ON THE SUBJECT PARCEL. z
0 Lim' L. Taggart
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE Lic. No.
-i 22841 v�
BUILDING DEPARTMENT. �QS�oxa22E�����
THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. VICINITY MAP
SCALE: 1 "=1000' Z
STORMWATER MANAGEMENT COMPLIANCE NARRATIVE Q
THIS PROJECT IS ESTIMATED TO DISTURB 5,000 SQUARE FEET, WHICH IS BELOW THE THRESHOLD FOR CONSIDERATION FOR THE FOLLOWING: z
A. EROSION AND SEDIMENT CONTROL ORDINANCES O W
B. VSMP REGULATIONS
- VIRGINIA STORMWATER QUALITY REGULATIONS 0
- VIRGINIA STORMWATER QUANTITY REGULATIONS
LJ W F-
U— _
z cf)
LU n w
W o
APPROVALS rr
�
< rr
(t�
``-�
O
U
DEPARTMENT
SIG TURE
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
r�
PLANNING/ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
DATE:
11 01 21
ALBEMARLE COUNTY SERVICE ATHORITY
SCALE:
1" = 11 000'
JOB:
6
VA. DEPARTMENT OF TRANSPORTATION
SDP:
----
SHEET: 1 OF 8
f)\RCA\TMP"C1J\21 2116 nosh garden fire con oe \enaineerino\DWG\10-14-21\01 Sheets\Init Site Plan\1 Cover SheeLdwa 2/28/2022 10MA2 AM. AutoCAD PDF (General Documentation).od
PLAN NOTES
1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR
SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON, ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS,
BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY
THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE
SPECIFICATIONS (LATEST EDITION).
8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING
DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
10.WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC
SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH
SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE
PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS
OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
GRADING COMPLETION FOR ADVICE AND CONSENT.
1111/9/1
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT
CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR
THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES
LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD
OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE
RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR
UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL
AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING
FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL
METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS
ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES
REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE
UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL
BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP
A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED
SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE
DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL
PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY
REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SMALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL
BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED,
EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO
ENGINEER AND THE PROJECT MANAGER.
CONCRETE & ASPHALT
1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION.
2. 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.
3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
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.
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 MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR.
8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE
ELEVATION OF THE TOP OF THE ASPHALT LAYER.
TRAFFIC & SIGNAGE
1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER.
2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS
AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY.
3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR
EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES.
4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL
EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK.
5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE
SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES
ARE CONSTRUCTED.
6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR
CONSTRUCTION, PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN
PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND
ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL
APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL
ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES.
FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD
CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY
DIRECTION.
1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4' PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL
(ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS
0
ABOVE MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 o FOR A MAXIMUM RISE F 2. FEET MUST BE PROVIDED. RAMPS
(ABOVE) (8 3/), O 5 ,
MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY
DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE.
1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS
SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING
AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR
ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)
1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING
DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF
THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE
CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD
CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE
IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR
IS RESPONSIBLE IFOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE.
2. CONTRACTOR IS URGIED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND
PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER
ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29
CFR PART 1926).
CONTRACTOR'S (RECORD DRAWING REQUIREMENTS
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL
CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM
OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO
DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL
CONSTRUCTION DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR
SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME,
DATE, AND OTHER RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN
CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE
ORDER NUMBERS OR RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW
VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO
FABRICATION, ERECTRON, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS,
SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL
USED (EXAMPLE: SEVrVER LATERALS)
10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE
USED DURING THE CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING
UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE
PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD
DRAWING
15. CHANGES MADE AS /A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY
SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR
SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN".
NAME, TITLE
FOR:
DATE
(CONTRACTOR)
to
. to
U o
O N
�o
DcNvO
°.�_
zU�m
0 Y J Q
J > 0
O CQ ui
iD r < - z O
Ir =�
0-
O w U
U Q to
Jz �
zo
O�
w C3
w z
o>CD
a w CV N
Q� (nLj N�
>o
J N
<z-�-
}o�W
� co
w
� pO
<C
_
U
z w
O :E w
F- 2 �
CL O �
U U O
cf) �: U
w Co
o D
CO O Q
z U
O
D
w
w
m w w
0 0
N
Q 00
N N
T
O cv
10�e0�
�,yTII OF Df%
Jimmy L. Taggart
Lic. No.
22841
�s 2/28/22 1�
�ssIONAL
�Ir�o
z
nQn
In
� z
0 W
V n
LLl Lu
nr- C Ci
�G L
LL �C O
z J
z�
W a- z
Lij Li
1-- 0
rr C/)
Q CE
0
Q
rr
O
z
DATE:
11 01 21
SCALE:
N/A
JOB::
21.2336
SDP
----
SHEET:
2 OF 8
O:\RCA\TMPR01\21.2336 north garden fire company\engineering\DWG\10-14-21\01_Sheets\(nit Site Plan\2 GENERAL NOTES.dwq, 2/28/2022 10:05:05 AM, DWG To PDF.pc3
U.S. ROUTE 29
NOT FOR CONSTRUCTION. THIS SHEET PROVIDES AN OVERALL
EXHIBIT OF EXISTING SITE CONDITIONS, IDENTIFIES FEATURES FOR
DEMOLITION, AREAS TO BE PRESERVED AND PROPOSED STREET AND
UTILITY CONNECTIONS.
LEGEND
TMP 99-05
NORTH GARDEN
CROSSROADS INC
DB 1264 PG J74
YELLOW TRAFFIC STRIPES
EX. STORMPIPE E— . — I
STATE ROUTE 692
EX 15'CMP - OUTLET UNKNOWN
PLANK ROAD — — — —
(VAR. WIDTH RIGHT—OF—WAY) fn' 014IF FASFMFA1T /TYP) — — — — — —
UTILITYPOLE
UTILITYPEDESTAL
IRON FOUND
30' OHE EASEMENT (TYP.)
TMP 99-5E
N/F CUTRIGHT
LIABILITY COMPANY
DB 2761 PG 262
I
I
I
I
I
I
I
I
I
25.7x39.5' ;ii;i;iiii;i` ::;?v:: ! L— ELECTRIC t-6
PANEL RE/,) oMALUS DIMESTICA — APPLE
TREE
40.1FF=690.0TMP 86-27 ❑ o I 7Ft NN;::?N/'F BOAZ "' 'D100—YR FLOODPLAIN G15MOUNTAIN, LLC I N)I ENERATOR WATER PROTECTION()DB 3;127 PG 18 I I ORDINANCE BUFFER32.7'
-
- UERCUS RUBRA
Q RED OAK
0 TMP 99 5D
o I FF=689.3 I w 19,398 SF cJ�
c , O I I u; Oi 445 AC ':: ' ....................
4UERCUS GARRYANA — WHITE OAK
19,977 SF
"' •`
1-- ASPHALT TO BE
ti
'`�-'
I
REMOVED
_ �n 0.459 AC
PARKING
SPACES(x10)
I
I FF= 88 6
I
MATCH EXITING
O
CRITICAL SLOPES
`•
ASPHALT SECTION
AS REQUIRED
PER COUNTY �GIS
I 's'
#4907
I
2 STORY
I
CORNUS AERICEA — RED OSIER DOGWOOD
BRICK
TMP 99-5E
N/F CUTRIGHT LIABILITY COMPANY
DB 2761 PG 262
(D
LONICERA JAPONICA — JAPANESE HONEYSUCKLE
CORYLUS AMERICANA — AMERICAN HAZLENUT
AMLANCHIER ARSOREA — COMMON SERVICEBERRY
ROSA MULTIFLORA — MULTIFLORA ROSE
BERBERIS THUNBERGII — JAPANESE BARBERRY
MORELLA PENSYLVANUCA — NORTHERN BAYBERRY
rn
Lo
V o
O N
co
W M �
O
s > _
UD
®� z J m
Y J Q
J J]0
eu1 O w < <w0
Q °) ZOO
0 W
O
CL p■■■■■■■� 0 � w U
O
W U Q In
J Z_ M
z C3
O
V U)
U)
0 Z
N
�� CD
W W NU) LLJ N
Q U N �
0
J Q J �
U z =�4
U)W LU W
W W
® ° c/)0O
rn0
rnrrCL
Q
U
cLD
n
�T
wQzH p
mmy L. Taggart r
Uc. No.
22841
2/28/22
'31NAL
n0
® LU� `zo0zzw
-
-
'U ozLLJ
H c/)o
W cLO rr U
0QU)
Z x
O
z
O
z
�
O
UOUWm
w
0UQ
m
DATE:
11 01 21
SCALE:
1" = 20'
JOB:
21.2336
SDP:
----
SHEET:
3 OF 8
Q;\RGA\TMPROJ\21.2336 north garden fire company\engineering\DWG\70-14-21\01_Sheets\Init Site Plan\3 EXISTING CONDITIONS PLAN.dwq, 2/28/2022 1:32:43 PM, AutoCAD PDF (General Documentation).P6
t
TMP 99-05
NORTH GARDEN
CROSSROADS INC
DB 1264 PG J74
I
STATE ROUTE 692
PLANK ROAD — — ------- — — _ _ _
(VAR. WIDTH RIGHT—OF—WAY)
---_. —_-----._..._--____�.— — --�-------._.__._ — — — —
_._ _... r
J_� oHU �JJ.
__----bHU-- --- i
g�
.. I � - 0.l__._\V__
0 'A '' — '' —
M
TMP 86-27
N/F BOA Z-�
MOUNTAIN, LLC ;
DB J 127 PG 18
O
O
5 - NORTHERN
BAYBERRY
CRITICAL SLOPES
PER COUNTY GIS
p
I
I
I
I
I
—1- TMP 99-5A
19,977 SF
CJr 0.459 AC
bHU
SEE RETAINING /
WALL INSET , ;;
8 - SILKY DOGWOOD
ASSUIYIED
PROPOSED
TRENCH DRAIN
.
I
EXTERIOR WALL
�
�y•1.
I
I
TMP 99-5D
19,398 SF:
01445 AC
• :':�: ;
I
I,•a
�A
(
3,
I
pIs
. v.,•:;.
11
2' .4 o I
t — IT--
7/7-2 1
I
I — I
FOOTER OR I
INTERIOR WAIF L
(ASSUMED 121
— OFFSET) 1
1
^+i I
I �
INSTAL.
UPSTF�
I TRENCH
( 1
_ I
M
COMM TO BE
RELOCATED TMP 99-5E
AS NECESSARY N/F CUTRIGHT
LIABILITY COMPANY
DB 2761 PG 262
x
x n�
6" 21A BASE STONE
5.5" PORTLAND CEMENT
W/6X6 10/10 WIRE MESH
AND NECESSARY
EXPANSION/CONTRACTION JOINTS
OI iSEPARATOR
Eli ,pF PROPOSED
ID SIN TIE-IN
l x
Ix
I
I
I
i
I
i
I
I
1
I
I
I
I
I �
I
x
�
O
_ x
TMP 99-5E
N/F CUTRIGHT LIABILITY COMPANY
DB 2761 PG 262
NOTE:
1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; YTHE TOPPINGH OF TREES IS
PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
LEGEND
CONCRETE SIDEWALK
RETAINING WALL INSET
rn
. Ln
U CD
CD N
co O
ENO
n U
�Q
�U)
zU)_jm ®
Y--AQ
zOca ��w0
O
Q� z0�
W W = cc 3:
U
m z cr w U �
O�
W UQ Lo
J z d
z0
O�
!+ w CD
l�+Ty LL z
O> o
W N N
Cn W N N
Q Cn� Q �
L
O
� J N
Uz=� 4
flu)OULWrz
MirCL
Q
U
z �Lu
OF Pl��
O� r�
Jimmy L. Taggart
Lic. No.
22841 ��v4
0c 2/28/22
�S310NAL
� z
O w
C) o
w w z
� LL Q �
LIJ �- 0
f-
Er �
Iz
0
Q
O
z
EC
cco
o
O
cm.)
W
�
�
W
O
U
z
z O
U
m
Q
O
w
DATE:
11 01 21
SCALE:
AS SHOWN
JOB:
21.2336
SDP:
----
SHEET:
4 OF 8
2:\RGA\TMPROJ\212336 north garden fire company\engineering\DWG\70-74-21\01_5heets\Init Site Plan\4 LAYOUT PlAN.dwq, 2/28/2022 7:36:63 PM, AutoCAD PDF (General DocumentatioN.pc3
U.S. ROUTE 29 1
ALL SPOT ELEVATIONS ARE SPECIFIED AT THE
FLOWLINE UNLESS INDICATED OTHERWISE.
/7110
/
,STALE ROUTE 692 � ,�59iI J
PLANK ROAD
(VAR. 'WIDTH RIGHT -OF -NAY)
TMP 86-27
Nf F BOAZ
MOUNTAIN, LLC
DB 3127 PG 18
I
I
I
CRITICAL SLOPES
PER COUNTY GIS
40 .0
■ ■ ■ ■ ■
■IN■ ■ ■IN■
TMP 99-5E
N/F CUTRIGI-IT LIABILITY COMPANY
DB 2761 PG 262
TMIP 99--05
NORTH GARDEN
CROSSROADS INC
DB 1264 PG 3721
TMP 99-5E
IV/F CUTRIGHT
LIABILITY COMPANY
DB 2761 PG 262
STAIRCASE INSET
411- STAIRS TO BE SLOPED IN THIS
DIRECTION FOR WATER RUNOFF
rn
Uw CV
Co CD
ENO
U zU)�m
O Y =� Q
00 � < w 0
CO)F o
Q -i
Ow
U
0-�z �
O
W UQ (y)
J z
z0
Tti O
w cD
LL z N
cc Cy)
j CD
w JC_i W>N CN INO
JNQ ❑ coQ> NI`
cf) It
=www
® 0- U)
rn D-
C)
LTH OF � j��
o� �
c� n� � � y
j /.
Jimmy L. Taggart
Lic. No.
22841 ��v�
o� 2/28/22 Z�
�S`SIONAL 1�G
z
n_
� z
O w
C o
w w z
Cr 7
H Q
z �
z � _z
LL! n o
� rr
� O
Q o�
(� O
Q
O
z
O
U
w
z
�
�
�
z
O
U
�
z
❑
z
�
O
U
Co
Q
O
w
m
m
w
w
�
Q
❑
�
N
N
�
N
O
r
N
z
DATE:
11 01 21
SCALE:
1" = 20'
JOB:
21.2336
SDP:
----
SHEET:
5 OF 8
2:\RGA\7MPR01\21.2336 north garden fire company\engineering\DWG\10-14-21\01_Sheets\Init Site Plan\6 GRADING PLAN.dwq, 2/28Q022 1:36:26 PM, AutoCAD PDF (General Documentation).p6
TTq
II SEE MATCHLIN EXIST SEWER
II
th
{j7 I
II
II I
II PR P. PRI ATE 6'
SA . LAT. SM'T
ANGLE FOR CONNECTION
TO EXISTING TBD _
DIRECTIONALLY
BORED (2) 2"
SANITARY FORCE
LINE FROM
HOLDING TANK j
(DESIGNED BY
OTHERS)
I I) I
t01
I� II I SEE MATCHLINE THIS SHEET
OVERHEAD UTILITIES -II- -- — —
TO BE BURIED (TYP.)
STATE ROUTE 692 -
PLANK ROAD — — — — -- _
(VAR. WIDTH RIGHT-OF-WAY) o, — — — — — 20 0 20 40 60
�II PROPOSED UTILITIES
TO BE BURIED (SEE DETAIL SHEET 8)
NAIL FMIND -, S 62'54 57 E 100.00' -l\ SCALE: 1 "=20'
— — — — —
s 62.55'S7" E 100.00' � I, ---- CONNECTION TO
( 0 UCH---�i�UCE—-F1G�C- — = -�
°iiu �j — �.8- ° °"°—�--' — — — - EXISTING SEWER
IRON FOUND PROPOSED O IRON FOUND
TRANSFORMER TO
TIE IN UTILITIES
25' SR I G W
(? 0 x
q0r,
FF=698.2FF=690T 4< I �Fl =68� I I
� I --� .5. ,. •• EX, WATER LINE (TO
BE RE -LOCATED)
e C.O.
F1 =689.1 ( I.
\ I i 4 �.
I \ I 5 I
x
- FF=690.0 / / TRENCH DRAIN
U. S. ROUTE 29 N/F BOAZ i ❑ s I • s I I 0.4 SEE SEPTIC TA(�KS fh ET
z I I I I (BY OTHERS)
MOUNTAIN, LLC
NN
DB 3127 PG 18 I j 44 T� I 1
TMP 99-5D I
FF=689.3 I � �19,398 SF II
`°
I445 AC � FRAME SHED 10
1O' I ti G I I FF= 689.1
CONNECT TRENCH
I cn I DRAIN INTO EXITING ,1 I — — —i FO FF=692.26'0' I o
' -r-- TMP 99-5A I TRENCH DRAIN Q i
19,977 SF SYSTEM
r ! I I I
® ��i 0.459 AC FF=688
CRITICAL SLOPES
PER COUNTY GIs #4907
I I FF.88 6 2 STORY
BRICK - S
Ex. I
I •. ;. I x
I I `;,;y"i'- s--'-f55.0' 156.0' ❑
687.2 =FF I I ' ` s • ; 1s `
\ ..�=FF 688 s tI I x
i
FRAME I
SHED
11.4'x---- -- — — — — —I
20.2'
IF
r
/ N 62.5557" W 100.00'
I
I
NOTES:
1. ALL TANKS, PUMPS, PIPING, ELECTRICAL SUPPLY AND CONTROLS TO BE DESIGNED BY OTHERS UNDER SEPARATE COVER
2. ADDITIONAL HOLDING TANKS TO BE EQUALIZED
3. THE NEAREST WATER SOURCE IS LOCATED AT A DRY HYDRANT AT ALBEMARLE CIDER WORKS, 2544 RURAL RIDGE LANE, NORTH GARDEN.
4. THE CALCULATED ISO FIRE FLOW FOR THE BUILDING IS 1,550 GPM (CALCULATION BY OTHERS).
5. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ALBEMARLE COUNTY BUILDING INSPECTIONS
DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER
LEAD-IN CONNECTION.
6. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR
SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING
SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN MAIN AND THE METER(S)/BUILDINGS(S).
7. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED ND APPROVED BY ALBEMARLE COUNTY ENGINEERING PRIOR TO CERTIFICATE OF
OCCUPANCY BEING ISSUED.
8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
1 t•a•;cJ; s•;- s FF=689.0 r
45. 1'
— — — — ----------J
/ x
O
_. v X -Fj•-- X
IF N 62.5457" W 100.00' IF
TMP 99-5E
N/F CUTRIGHT LIABILITY COMPANY
DB 2761 PG 262
_ . --k
4" CLEANOUT
CONNECTION POINT
UG PROPANE
STORAGE TANKS
i I\
I a
I �o- __Pt —
3x 1500 GALLON HOLDING
TANKS W/ DUPLEX PUMP SETUP 0.I- -
(DESIGN BY OTHERS)
I ° q
e"
I �---• a"s —a- s"s ' a"s
/ d °
I 5 I
I
I / ° a e d
Id �
14q I
y
500 GAL I
�EPTIC $y I a a
I 4 I
ANK -
d �
a q C I
A
i
d
I da I
"41°
' .. a °
10 0 10 20 30
SCALE: 1 "=10'
SEPTIC TANKS INSET
U
N
wrng
�cNvO
co
O Z J m
J_
J —Yt � t�
o(0 ��wo
OW TM
U
az z w U
O� �
W UQ
z0
r� O
V U)
w (5
w z N
W W N N
U) W N N
F— > (CO)
—j cn
U pJ
z J It
}0��
ww
O cn 0 z
c
Q
U
U)00
o�����,TH OF
1
9?
Jimmy L. Taggart
Lic. No.
22841
0,s 2/28/22
SSIONAL
z
� z
OW
U o
LU w z
71 Q
z�
L�
Lu
U)
Q ar
O
Q
O
z
O
U
w
z
�
�
z
O
U
�,
z
�
z
�
o
U
m
Q
O
w
m
m
W
W
�
�
N
�
N
r
N
O
,-
N
DATE:
11 /01 21
SCALE:
AS SHOWN
JOB:
21.2336
SDP:
----
SHEET:
6 OF 8
:\RGA\TMPROJ\21.2336 north qarden fire company\engineerinq\DWG\10-14-21\01 Sheets\lnit Site Plan\6 Ufility Plan.dwq, 2128/2022 1:38:00 PM, AutoCAD PDF (General Documentation).pc3
r;
NOTES: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS
SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RSIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER LIGHTING FROM
LUMINAIRES INTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONINIG DISTRICTS
SHALL NOT EXCEED ON EHALF FOTTCANDLE.
stair lower
-I-
2.0 fc
4.4 fc
0.6 fc
7.3:1
3.3:1
THE EXISTING BUILDING -MOUNTED LIGHTING TO BE RELOCATED SHALL BE FULL A CUTOFF FIXTURE.
truck bay
+
2.6 fc
12.4 fc
0.3 fc
41.3:1
8.7:1
CONTRACTOR MAY USE PAINT OR OTHER APPROVED EQUIVALENT METHOD TO CREATE A FULL -CUTOFF
property line
-I-
0.0 fc
0.3 fc
0.0 fc
N/A
N/A
FIXTURE.
pavement front entrance
+
1.0 fc
3.4 fc
0.0 fc
N/A
N/A
front sidewalk
-I-
4.1 fc
7.8 fc
0.9 fc
8.7:1
4.6:1
landing top entrance
-1-
5.7 fc
6.8 fc
4.7 fc
1.4:1
1.2:1
site total
-i-
0.3 fc
3.1 fc
0.0 fc
N/A
N/A
men
MW
ENI
Lithonia Lighting
1 1 Lithonia Lighting
3 1 Lithonia Lighting
TGCFLGG.?Z[2T DIE-CAST GENERAL PURPOSE WALLPACK 2 3200 1 0.7
ITH GLASS REFRACTOR
WPX1 LED P2 30K Mvolt WPX1 LED wallpack 30001m 3000K color 1 2749 1 1
temperature 120-277 Volts
WDGE1 LED P1 30K WDGE1 LED WITH P1 - PERFORMANCE
80CRI VW PACKAGE, 3000K, 80CRI, VISUAL
COMFORT WIDE OPTIC
6400 I 86.5 I 48o/a I TYPE IV, VERY NONCU FF BU4G G3'
RATING
Max: 946cd
2749 23.26 1 100% 1 TYPE III, SHORT, BUG
RATING: B1 - UO - G1
Max:1229cd
1 1163 1 1 1163 1 10.0002 1 1000% 1 TYPE II, VERY SHORT, - r
BUG RATING: BO - UO -GO
*** NOT A NEW FIXTURE ***
***REPRESENTATION ONLY**4
CONTRACTOR TO REMOVE (3)
EXISTING FIXTURES TO BE
REATTACHED ON BUILDING
ADDITION. LIGHT LOSS
FACTOR ADJUSTED TO 0.7 FOR
LIGHT DEPRECIATION
Introduction
The WPX LED wall packs are energy -efficient, cost-
effective, and aesthetically appealing solutions
for both HID wall pack replacement and new
construction opportunities. Available in three sizes,
the WPX family delivers 1,550 to 9,2001urnens with
a wide, uniform distribution,
The WPX full cut-off solutions fully cover the
footprint of the HID .glass wall packs that they
replace, movidincl a neat installation and an
tiYPX1
B,f'{20.6un}
11.1"(tb,3cm)
3:2'(3.1cm)
4,0'{10.3tr11}
0,6'Sf,6tln}
a11bGS2,8k )
]YPX2
9.f"573.1cm1
123'i3l.itml
'l.l"114Stfn)
4.5"511.5un)
0.7'{I.7tm1
i1.211x
lYPX3
9.5"(24.1tm)
13.4''(33.Oun)
SSa(13.7Un)
4.J"{129trn}
O.J"{IJun}
i1.41bsS5.Ck )
long service life, rhotocell anti emergency egress
battery options make WPX ideal for every wall
mounted lighting application,
0 • -
•
EXAMPLE: WPXZ LED 40K MVQLT L)L)BXD
1VPXiLEDP1 I,550tumel117P 30K 1{iJOK
h11VVOLT 11((V-U7Y
(biafM itcne
DCBXD Oultil rta~ti
11ilPXILEDP2 Z.S 01.umil 40K Q0
3117 3477'
E-17M ffrkrgngbalterybxLup,CKtompltJnt
VhH,(0 'dit7te
1VP&21.E6 6,4001.umuns,47''V 50K MK
(Av,or(mili)2
mLXu &ck
1VPX3LED 9,11.0Lutr>nls,VV
E14WC fiTiefWqj bmitflbachpi,CECcornpil,n,
Mote:PorollxtoptlonscollwltGtstory.
(t4'dd,-1i min}
PE Ptyatuad r
Note; -row lumen output and input po,ver maim in the ordering tree are average
NOTES
lapresemations of all configuration options. Specific values are available on request
1, AJI SVPX wall pays coma With G'c'd surge protect ort standard, exceptYlPXt LEEP1 �ackas}e
•w•liich ewne*s with ?.kV iurgr poic:4cri :tantf u i Add Sf'CYIKV 6pt+5rt 1Q grk hVPXi LEf} Y1
N,ih 6k'lsurge protectlort.
Sam FAe namsnc,ature; Y`J 1 LED PI 40K NoULT SFUKV DDBXD
2. 3attxry pace options gr1y availA 4c on VJPXI and VVPX2.
3. 3attpry pack options mt available with 347V and PE options.
FEATURES & SPECIFICATIONS
INTENDED USE
fin 1'IPX wall ck5 am vra� r,ed to `ra.i de 5 'rrat•r(ftihve di nr� �ifE�Jerit valutibn (tr n LED pd � F �y
n -f r- n r r m n- F x' (n HI will The V,PX1 WPAS - WX r Ideal
the e g o o a .a g t o a rat D a c1-, 4 2 and l ire dca F.+-a' 4 Pa
Far reptas:ng up to 15r1N.25tPJ7, and "A' HID taminairrs respcni+w_ly. A'PX luminaires deLv±-r a
unlforaN Wde ciarrlbutioil, ',VPX is rated for -Arm to 4r}r,
COWIFRUCTION
VJP7t fraturr o cis-cmt ahJminurn rr aih body with optimal tLeirnd management that both
crtha,nces LED efficacy and axwr4 carnponent life, Tha lurninal(as are IP66 rated and Haled
against rrr_isture or envirornsental crmtaminant-.
ELECTRICAL
Light GnqlrlOtl coajt drallom consist of hlgh-efficaei LEDs and LED lumen malntenanea of
LiLY1 JJ,CLO haars. Coke temperature tCCT} optkns of 3UCCK, �f JJ]Y, ardJY.7CfC r�itfr ninimum
e� Li7tl. EIwUOnfita;var3?rlHara 5y5leinrw�wer (dtor `� anv9 THD <2r1,GA4rUin�iairaahJva
tkV surge piatoctian (Nola: WPM LED PI package cornaili with a standard sh rge protection rating
of 25kV It can i-r_ ordered •with an optan416W surge protection}.
Al photocell WE) cperate on A1vk)Lr t12�/-$73'1) Input.
Note: The sAdnolsd IUM LED eiall M eA tunilalre5 came with fold u'juatablr dfi.w current
faatura. This feature allons tunlrvg tr output ctarant of to LED drivers 6o edlu,t the lumen
output Ito dm the lurniaase).
All" Ah 1,1rN47JV1A
, Dv"..r.wf:Y.
COMMERCIAL GUTDGGR
INSTALLATLON
'.VPX can be rrounted dlracdy oygr a standard electrical li nctionl Ca. Three V2lmh cv dvlt pass
cn three sides allow for wriace conduit wiring. A part cn the b&:k surfer_ allar.s poke4m.4gh
corr;3ait wiring on surface's that don't F r,e an alettr;cal�urvt4i box. Vlrir�t cart ba riiade'rrr the
integral -Airing corrrnanmantin all cases-s 'r'JPx�a only raoammcndad fcr irstalMora with LEDs
facing downro-snd5.
LISTINGS
CSASCartifiind to meat US. and C.,nadianstandards. Suitable for v,at Irraliar . IP66 Rated.
Vesignl is CottsvrfiwrM IDLQ qualified Ixoduct. Not all vt nskx* of iris product may be GLG
qualified No;" chock the DLC GwkUad Product: Ust at 10 confirm
-4kh tiersions are gwdited. International Darn Sky A-zociation ODAU F:dune Sad of Approval
VSA) is arrar;able for all products in ihi3 page utill ?.G(X1K cclor tairrr a(a[•ara only.
VIARRAMY
5-year limited warrantF Complete warranty terms located at:
'� t,�-•1.1y!r,.�..`ri �f!v{..r�t�.�e � ri. :1�'. ^_.t. l-_,I.,-..t.,,..,...-Ir _�ta;,t..,
Note: ActudF _rformanc_ may differ as a result of end-tuser _nruonme--rd and appik-ation.
All values are d6qlgn or tlpical value:, at 25` ,
Specificaticns subject to dharxgr wiitrvut
@ne Lithcrhia Way *Gangers, kiearyia l]DIZ • hncne: • ,vrryv.li!honia_cnn+
n X24-M) Acuity BrdridSrightinr,3, Inc. Ail right°, nexsveci
'A l'A l
RQv. LYAl17/21
LED
hl �WDGE1
UwTtef
Architectural Wall Seance
r7ate5
p�
Buy American
r
Tv
Introduction
The WDGE LED farnily is designed to ril
specifier's every',vall-mounted lighting need in
D2
a widely accepted shape that blends with any
Specifications
architeeture.'Ftie clean rectilinear design comes
Depth (D1): 5.5"
in four sizes with lurnen packages ranging frorn
1,200 to 25,000 lumens, providing true site -Wide
Depth (D2). 1,5"
solution.
Height-, 8'
lumens
WDGE1 delivers up to 2,CC0 luen:s with a salt,
8.
Ylilnon-pixelated
light source, creating a visually
Weight. 9 Ibs
(without option
comfortable environment The cornpact size of
WD1-
WDGE1, with its integrated emergency battery
backup uptiort, makes it an ideal over -the -door
Wall -mounted lighting solution.
+ ` EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD
VIKEI LED PI 27K VCCK vv40i 'if "jisw1Ccrrt3.it larAadOWN
lhYOLT
.hippedlilcluded
P2 30K JSU]K 94(m '11V 14Sull(tfrikil 'e
3471
Said 1r(!'iituuhtiU4btalirl
35K 351M
ICtt lrt3reltCmapyJCr3lkgiY` hertu�} {skptdimpVr36ortanljJ'
40K -040K
5hippedlilparattly
f 5rJ�K 59K
i1Yl5 37&thdriiteltw.ral-will spxer
PBB'N Srfde=rrra,n[edlurkhus{o;plii4righ[r�ndutentrJttJS�rtiT�?n
dim G 11U )Incil b w alailaue.
i
J
`t i
It
l:'PdiBr Frn7sJtrcrbalt.rybatAp}C:rtff dklCAfide4AfAE05S)AtY,l7'Clrin} ODUP
RalkWive
i 0061"L0, rerwtidirk bril
PE' PttolureY, Button T) DBUD
N(k
i 06LBXD fe-Au ldtlack
Di andl;{Itenglnewseepage3farkt;Ils1 DHh(1
Ifatuddi lrn
i NATO Ttxtuted rl a%rrliAn
CA o-i0'ddimtran will pulled llltkowAithauexterrulcuarircf„adered eparalet7} glhfX0
)%Ie
? "HUD reettred'efJte
B(E Ill conduistiulyfofbYkkuOVA TC(J014ffiftypokiLc USSAU
safidst{rt<
i USSfXU i�ttu?J�llldsrurle
i'i "S# SIfi;J tif3 rye.+
k .
NOTES
" _' .•lr ; ;a
t %Knot available fn 50CXL 4 J 6 rrot avai!abla wish .
ViNfAVACOKIG WGE Nltuhk huxtunl WJ1.1prtisW(di fil l
2 3-47V not available vrith S Hot gJalifiad for DLC. Not
EV;H, DS or PE avaikbr_ with E.tval-
WDlifiVair/rNODU ITUGi5ti13tellginl4dtr11fYt9rr.tlrtlirifltt
3 l not x+atafawith
PE or D5.
L.IT"Mil COMMERCIALOI1TDOOR OneLidhonlaWay • Cbrsj_rs,Georgia 2W12 + Phone.-l•8CC1-705.5ERVf73731
+ r.ovclidiowliatom 'ADGE1LED
ylZGr,Gy/T11V e32019-2021Awity8ranehUghti10,lnr„ Pill
-.00.
rfsjht5re;ar'ratl,
Re'F"12
FEDERATED LIGHTING
VIRGINIA
Z
N
H
J
W
F-
1--1
1
Z
0
t-1
1-
a
0
Z
W
Z
W
H
a
Uj
a
W
N
U.
1W
W
W
Z
J
W
N®
a
V
0
Z
Designer
FLVA-BE
Date
11.1.21
Scale
SEE DRAWING
Drawing No.
V3
Summary
NFC
Max: 877cd
DURA-TRENCH AS NIANUFACTURED BY ERIC'SONS
296 N INDUSTRIAL BLVD
DALLAS, GA 30132
770-505-6575
W W W.DuRATRENCH.CONl
INFO@ERIC-SONS.CONI
121324DIF GRATE WITH 4
CORNER LOCKING SYSTEM
i
i
7" MIN.
INVERT
COMPACTED EARTH
fN INSTALLATION BARS
(BY OTHERS)
2" X 2" X'g" GALVANIZED STEEL FRAME
WITH 3" X 02" CONCRETE ANCHORS 12" O.C.
INSTALLATION BRACKETS FOR
P-V O.D. — ALIGNING AND ANCHORING TRENCH
- F I.D. -
SLAB THICKNESS
(AS SPECIFIED)
O O
10" -- ` a if�T!�
if. --fif --�
Z1 ° T(h MONOLITHIC POUR REINFORCE PER
4 f _ STRUCTURAL REQUIREMENTS
CONCRETE a j_ -�
ENCAPSULATION SMOOTH PRECAST
POLYMER"TRENCH BODY
(4" MIN.)
NOTES:
1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED
2. REINFORCE ACCORDING TO STRUCTURAL REQUIRENIENTS
3. TRENCH DRAIN MUST BE g' BELOW FINISHED CONCRETE GRADE
TYPICAL DTPF10-EXGSI5TEA TRENCH SECTION
'IHE TRENCII DRAIN LAYOUT flAS BEEN DEVELOPED FROM 1 �
DRAWINGSORSKE'TCHE$PROVIDED'TO ERICSONS. PLEASE R� Yt.l t.010f02 TRENCH DRAIN SECTION
REVIEW AND VERIFY OUR IN"CERPRETA'IfOCl TRENCH DRAIN \IN SECTION ,to .XX t.02 f2TO lB
APPROVED flE uwu"uww s" BAY. IN J.D.P. M.D.W. f Yf TD-301
APPROVED AS NOTED: Scale:NTS „„;:,; scue N'IS Ee�: 6/29/2021
DISCL\INERT the vvsLu�nQ.W the awburc(a.uchi4<Ly my�u na,[un.WcvW am1 whn pufwo.Uc arc cwvplcicly rt.,pu ZIi fwi's 12-i¢v.Jtl-and
evince u[my pwdavt pvcEuol Gpm Era'wm, and ECCEYt,VS EXYRESSLYYItOVWEDINFsic R ST.VYUOf ME
CUS OMESNU
REVISE SC RESUBMIT: WARR\CITY, EXPRESS OR LNYUEU, AS TU TIIE SVIT,\UIUIY, UE514N, AfERCnANT,W ILITY. URFIINESS OF TIIE PRUUVGT FOR CUSfOA1ER'S
,\PYLIC,ViION. Cu ics of Filc'wm aLuld:W wmmda arc avalublee ueaL
DURA-TRENCH AS MANUFACTURED BY ERIC'SONS
296 N INDUSTRIAL BLVD
DALLAS, GA 30132
770-505-6575
W W W.DURA'rRE-NCfl.COM
INFO@ERIC-SONS.COM
R101=01
1. GRATE MATERIAL IS CAST DUCTILE IRON, GRADE 60-45-12
2. MEETS FAA AC: 150/5320-5B & 6E LOADING REQUIREMENTS
3. GRATES ARE MADE IN THE USA
4. GRATES BOLT DOWN AT ALL 4 CORNERS W/ 1" 0 S.S BOLTS
5. GRATES ARE HOT DIP GALVANIZED
6. GRATE OPEN AREA 84.67 IN 2/LF
1'-11811 —jv H_ 7HH I F-] � F TH W
-Ib
12B24DGF
DUCTILE IRON GRATE
12B24DGF
ISOMETRIC VIEW
END VIEW
THE TRENCH DRAIN LAYOUT HAS BEEN DEVELOPED FROM
DRAWINGS OR SKETCHES PROVIDEDTO ERIC'SONS. PLEASE / .Xf.1 ±.010 T02 GRATE DETAIL
REVIEW AND VERIFY OUR IN"TERPRETATION. GRATE DETAIL so .XXt.02 u=2T010
-n�Euanmuwu::s• J.D.P. aBY. TI�—�O1
APPROVED: vuu a<sw
Scale: NTS rum,°° ME NTS DATE s/zvzozo
APPROVED AS NOTED: —CL\I.NER: Ih aw4uuet>al iLe twwmci. vchi4s", mrinttn,[wsulnalsvW wM pvfusuwli arero Icicl
SST YkRVM RANI S.&i,4wullati Sand
' uncc efmy prvdeatVwchaue Evm Eric'win,mdE)(CEPf TS EYI'RESSLY YROYIUEUIN Eri2wn'a STANU.\RU \V,ixR.Wt1E5,F'c'wvs A1.\KES NO
REVISE&. RESUBMI'C: WNUNNTY. EXPRESS On IAPLU:U-11 TO TIIE SUIr.WILRY. UESION. SIERC14lNC,WILItY,OR FI INESS OF THE PRODUCT FOR COS TONIERS
A'Ll "r1OV.0 ics of Enic wv+x+vdvd.vrmGes are avaliableu
NO BEDDING
BELOW CONDUIT
31
Z
12'
31
-III-III III I I-111=11 II1rL1 I I11 -11 1 11=11 I__I I I1 11=1 I I I I I 1I I=1I I I I 1=1 I I
3" PHONE CONDUIT & 3" ISP
COINDUIT
2x 3" BURIED
ELECTRIC
CONDUIT
BURIED UTILITY
DETAIL (TYP.)
TMP 86—.
N/F BOf
9WITAIN,
J 127 P
HANDICAP SIGN DETAIL
NO SCALE
ROUTE 692
ADA COMPLIANCE EXHIBIT
20 0 20 40 60
SCALE: 1 "=20'
HANDICAP PARKING SPACE DETAIL
NO SCALE
T
WHEELSTOP DETAIL
NO SCALE
rAllp
N/F C
LIABILITY
DB 276
"' 1" D" HOLES
ROUGH
2"
Cn
V
Lu N
c*�
w��
ENO
• z0�m
J J
�� ¢o�
O wCr
O� CL zEr_
OwU
W UQ to
1z
zo
r� O j
LL C7
T+ u-. z
t/1 O > o
Q W Ljj N CV
Q� (nNti
I`
J Q W (0
A^
ham+ Uz—v
} O w `T
_0 W uJ
w�z
v7
� O
� iIL
Q
U
z
r)
O 2 z
� �
U
O O
U
U) z Co
o cc
U) O Q
Z U
O
w
Cc
m w w
0 0
N
_ DO
CV N
r
O r CV
z
H
ALTH OF D j��
f
7
Ji my L. Taggart
Lic. No.
22841 4�
�o,� 2/28/22 l�yry
�s`SIONAL �ZyG
z
� z
0111
U o
Lli w
Q U)
H z -'
z
w
W �- o
n LLJ
�_
rr F0
cc
C3 O
Q
z�
rr
O
z
DATE:
11 /01 /21
SCALE:
AS SHOWN
JOB:
21.2336
SDP:
----
SHEET:
V OF 8
2GA\TMPROJ\21.2336 north garden fire company\engineednq\DWG\70-14-21\01Sheets\Init Site Plan\8 DETAIL$.dwq, 2/28/2022 2:07:49 PM, AutoCAD PDF (General Documentation).pc3