HomeMy WebLinkAboutSDP201900056 Plan - Revision 2020-01-02 (2)GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE
MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE
OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER,
BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT.
6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D)
121.13.
7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN
ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER
IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE
APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE
FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY
REQUIRED BY THE DEVELOPMENT.
11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND
SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
12. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
13. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE
REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT
STANDARDS AND SPECIFICATIONS.
14. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
15. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
16. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
17. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED
PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
18. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND
BRIDGE STANDARDS.
19. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
20. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE,
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03.
21. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE
WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL
REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP
IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE
AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR
SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING
ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED
TO THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND
AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING,
OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER
PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP
4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10
NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95%
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW
MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY
DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS
SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED
AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND
DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF
FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-424.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS
AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE
SECTION 17-207B)
GENERAL NOTES (CONTINUED):
23. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER
THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
24. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT
OVER SIDEWALKS.
25. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF
POSITIVE FOR SUC. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR
DEMOLITION PROJECTS.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR
OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL MERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM
MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A
GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
1.5" DIA GALV. PROVIDE SHOP
DRAWINGS FOR REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION 12" MIN
NOTES:
1. FINE BROOM FINISH ALL STAIRS. (TYP.)
2. RAIL ON BOTH SIDES OF STEPS RAIL (TYP.)
(IF NOTED)
3. SEE PLAN FOR RISER HEIGHT
4. MAX. CENTER TO CENTER SPACING 0
BETWEEN STAIR POST TO BE 6'. T-O"
ADD CENTER POST IF NECESSARY (TYP.) EXP.
TO MAINTAIN MAX. SPACING JOINT
FINISHED
12" MIN GRADE
(TYP.) 12" (TYP.) CONCRETE
3" 0"
1 /2" R °
(MAX.) o 0 0
FINISHED 1/8"
GRADE WASH
1'-4"
8"
EXP. L CORE DRILL CONCRETE FOR
JOINT o 5„ HANDRAIL POST, EMBED
1/8" o o c HANDRAIL A MINIMUM OF 8"
WASH BELOW FINISHED GRADE AND
o GROUT TO THE FULL DEPTH
P1 a OF EMBEDMENT (TYP.)
8" 5" # 57 STONE
#3 REBAR (12" O.C.)
4 (2) #5 REBARS, BOTTOM CONTINUOUS,
3 LAP 2'-2" AT SPLICES
COMPACTED SUBGRADE
3"
1'-4"
EXTERIOR STAIRS AND HANDRAIL DETAIL
No Scale
Ul.lLL
No Scale
4" DIAMETER STEEL
PIPE FILLED WITH
CONCRETE. BOLLARD
SHALL BE PAINTED
YELLOW
PAVEMENT
\2'-0" DIAMETER
CONC. FOOTING
ENGTH
0.5' FROM EP
HijunJR WITH %
REBAR IMBEDDED 24"
IN GROUND-
2 PER WHEEL STOP
PRECAST CONC. WHEEL STOP
No Scale
LEGEND
ROADS
TRAFFIC STOP BAR
®
STORM PIPE & STRUCTURE NO
�®
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
- - 200 - -
EXISTING CONTOUR
200
PROPOSED CONTOUR
TC 240.5
PROPOSED SPOT ELEVATION
1\
PARKING COUNT
2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A_
GRADING o 0 0 0 0 0 0 (PLACED IN SINGLE LIFT)`
0 0 0 0 0 0 0
TC = TOP OF CURB o 8" TYPE 21 B AGGREGATE BASE COURSE`-``"'"`
M. SH(} kLTL•R �
EP = EDGE OF PAVEMENT o
EX. = EXISTING
PROP. =PROPOSED �X/j1Xj�jXXxj�A�j��j COMPACTED SUBGRADE j_v30/20j_q A,
APPROX. = APPROXIMATELY
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BS =BOTTOM OF STAIRS TIP
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EXISTING PAVEMENT PROPOSED PAVEMENT
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EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
NOTES:
1. PROVIDE SHOP
DRAWINGS FOR
HANDRAIL FOR REVIEW
AND APPROVAL PRIOR
TO CONSTRUCTION
2. RAIL ON BUILDING
SIDE OF RAMP TO BE
MOUNTED TO BUILDING
FACE.
4" MAX
SICP AS SHOWN IN PLAN MAX. 1:1
c 4
a
IT
i
I
- MAX 6'
S-0"
CORE DRILL CONCR� ,
HANDRAIL POST, EMBED HANDRAIL A
MINIMUM OF 8" BELOW FINISHED
GRADE AND GROUT TO THE FULL
DEPTH OF EMBEDMENT (TYP.)
ADA RAMP AND HANDRAIL DETAIL
No Scale
METAL INSPECTION FRAME W/ SOLID LID
EXIST GRADE (NEENAH R-1975 OR EQUIVALENT)
---3" CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LINE
CLEANOUT DETAIL
No Scale
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
R= %4..
CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
\EXPANSION JOINT AT MAX OF 30', WITH
PREMOLDED EXPANSION FILLER
CONC. WALK
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COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
a
i
4' 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
a
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
ASPHALTIC CONCRETE SURFACE
;OURSE - SM-9.5A
I" INTERMEDIATE BASE COURSE - BM25.OA
I" TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
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Na
PARKING
FIRE
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NO PARKING - FIRE LANE SIGN
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APPROX. DRAIN AREA = 9.98 SQ IN
APPROX. WEIGHT = 3.54 LBS
C=) CD
0 0
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07.87
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DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE
DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT m BUFORD, GA 30518
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REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
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ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 6 IN DROP IN
JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. 02010NYLOPLAST DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-018 REV D
MAX. 6'-0 ;/ > if MAX. 6'-0" GRIPPING RAIL -
4�/2" O.C. 74" NPS PIPE PICKET
�_41/s" O.C. 5/s" SOLID PICKET
I I I -
I
GROUNDING
ELECTRODE
RAIL EXPANSION JOINTS AT 1'
INTERVALS NOT EXCEEDING 3" MAX.
30 FEET. /
1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE
RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
EXPANSION JOINT PICKETS : %4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE
OR e " MIN. SOLID STEEL SMOOTH ROUND ROD
HR-1 TYPE II PEDESTRIAN RAILING
(FOR USE ALONG SIDEWALKS AND RAMPS)
SEE ROADWAY PLANS
SEE ROAD PLANS
FOR RETAINING HR-1
WALL DETAILS.
MAX. 6'-0" MAX. 6'-0"
/z" DIA. SOLID STEEL SMOOTH
ROUND ROD (TYP.)OR
1" STANDARD PIPE.
ANCHOR
BOLTS 4" O.C.-�{
(TYPJ
12'
MIN
T 3" MAX.
I ANCHOR BOLTS
OR TYPICAL SECTIONS 2min. 112"
FOR DISTANCE TO 1/2" NPS SCHEDULE 40 PIPE j IN. CONCRETE STEPS
GRIPPING RAIL POSTS : 1112" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE
SIDEWALK OR SHARED RAILS 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE
USE PATH. GROUNDING
ELECTRODE HR-1 TYPE I HANDRAIL
12" 2�/4" min. (FOR USE ALONG STEPS)
MIN. NOTES
SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL
SMOOTH ROUND ROD ASPECTS OF FABRICATION AND INSTALLATION OF RAILING,
CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE
BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL
SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER,
MIN. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN
GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA.
THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN
TO THAN 5 BRIDGE
EARTH FOUNDATION DETAIL RAILOWILLRER BETNCIDENTAL TORTHE TCOST OFG TOCORDACHHIEVEEA UNIFORM COATING ONWITH THE CURRENTAALL �SURFA ES VENTNGAANODS
(FOR USE WITH TYPE II & III RAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE
SHOP DRAWINGS.
3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307,
MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN
SEE ROAD PLANS ACCORDANCE WITH AASHTO M314,GRADE 36.
4/z" O.C. 3/4" NPS PIPE PICKET 4" FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
4�/8" O.C. 5/8" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
BE INCLUDED IN THE SHOP DRAWINGS.
--� 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS,
AND STEPS.
I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS.
7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
I I I GROUNSDINDG EMATERIALS INSTALLATION TO BE IN ACCORDANCE
WITHI I I 9 COMMERCIALLY
AVAILABLE DESIGN NG AND FFABRICATING
G G SYSTEMS MAY BE USED IN LIEU
OFTHE RAILING. DOCUMENTATION FROM
ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE
RAIL EXPANSION JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE
INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
30 FEET. ACCORDANCE WITH NOTE 1.
V-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
EXPANSION JOINT PICKETS : 3/4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR
OR a " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION
ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT.
HR-1 TYPE III BICYCLE RAILING FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD
(FOR USE ALONG SHARED USE PATHS) BE USED.
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT
REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS
105
238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05
(1,2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HDPE SHOWN)
3
1 - 8"- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50.05.
8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE
USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO.7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012.
6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS
ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
CONCRETE COLLAR TO BE LOCATED 6" BELOW
GRADE IN GRASS OR BIO-RETENTION AREAS.
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
(5) ADAPTER
(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
ANGLES
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
VARIABLE 0'-360°
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
ACCORDING TO
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
c PLANS
SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
�&A !I ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
s
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
8" - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1299CGC
APPROX. WEIGHT WITH FRAME = 39.90 LBS
HINGED COVER
FOR EASY ACCESS
3.56 1.81
EM
DUCTILE IRON �\
NYLOPLAST 13.56 +
DONOT POLLUTE DRAINS TO WATERWAYS \�
13.38
DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE
ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3-06 DUCTILE IRON PHN (770) 932.2443
GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX (770) 932-2490
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO./NAME www.nyloplast-us.com
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3-16-10 12 IN SOLID COVER ASSEMBLY
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02010 NYLOPLAST DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001-110-204 REV C
Asphalt Pavement Restoration Detail for Open Cut Utility Installations
Mill & resurface
*** Saw -cut existing pavement
to the full depth of asphalt
1121, min.
Asphalt Concrete Surface Material*
T76" min
1.5" min.
10" min.
NOTES:
* Asphalt Concrete Surface Material:
SM-9.5A for ADT < 10,000
SM-9.5D for ADT > 10,000
The district administrator's designee shall determine the
restoration requirements for other pavement types.
** Trench width and pipe bedding shall be in
accordance with VDOT Std. PB-1
*** 12 inches minimum beyond the edge of the trench
on longitudinal open cuts, or 25 feet minimum beyond
the trench centeriine on perpendicular open cuts, or as
determined by the district administrator's designee.
Date: August 27, 2014
Mill
& resurface
\
12" min.
Asphalt Concrete Base, Type BM-25.OA
Aggregate Base Material, Type I
Size No. 21A or 21 B
7.5" total asphalt
concrete pavement
depth or equal to
/the depth of existing
asphalt concrete,
whichever is greater
Sub -base course depth
shall be 10" or equal to
depth of existing sub -base,
whichever is greater
I IHorizontal and vertical surfaces
6" Bench 6" Bench shall be tacked with RC-250 liquid
Min. Min. asphalt at a rate of 0.1 gallon per
SY, or as determined by the
district administrator's designee
Select Material Type I with minimum CBR = 30
Class I backfill material in accordance
with Section 302 of the Road and Bridge
Specifications
No. 26 or 27 aggregate pipe bedding in
accordance with Sections 205 & 302 of
the Road and Bridge Specifications
**
ti
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1 x 6 CAP
CONC. -
STONE
G911
2 x 4 RAIL
(TYP.) -
3' 0"
4 x 4 POST UNLESS
OTHERWISE NOTED
ON PLAN VIEW
8'-0"
1 x 6 TRIMMER
1 x 6 SIDING
8'-0"
30"
NOTE
3" ADJUST TO HEIGHT
10" OF CASTER WHEELS
ON GATE
3' 0"
CONC.
12"
POST ELEVATION
SCREENING FENCE AND GATE DETAIL
No Scale
1 x 6
TRIMMER
1 x 6
SIDING
1 x 6 TRIMMER
2 x 4 RAILS
NOTE: ALL LUMBER SHALL
BE PRESSURE TREATED
OUTSIDE ELEVATION
INSIDE ELEVATION
STP-1
ANCHOR SLEEVE BASE
(SEE DETAIL)
f
1 x 6 CAP
VW�2''-14 GAUGE OR 2'/2"-12 GAUGE
SQUARE TUBE POST
'FLANGED SHOULDER BOLT
ITH SERRATED FLANGE NUT
x4<
OUTSIDE GATE VIEW
INSIDE GATE VIEW
0 0
2"-14 GAUGE OR 2'/2"-12 GAUGE o 0
SQUARE TUBE POST 0 O
0 0
0 0
0 0
� 0
ANCHOR SLEEVE o 0
2/p" x 7 GAUGE FOR 2" SQUARE TUBE POST
3" x 7 GAUGE FOR 21/2'' SQUARE TUBE POST
o' CLASS A3 CONCRETE OR
A PREAPPROVED BAG MIX FROM THE
° a DEPARTMENTS' APPROVED LIST, NO. 31.
rE .,
FOUNDATION TYPE A
ANCHOR SLEEVE
(2 '/2" x 7 GAUGE FOR
2" SQUARE TUBE POST
OR 3" x 7 GAUGE FOR
21/2" SQUARE TUBE
POST)
17/32" DIAMETER HOLE,
TYPICAL
EOP-
\G ROD WITH
3UCKLE
3S BRACE
CONCRETE WHEEL STOP
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
8,
PAINTED
PER
2% MAX.
y
—4„
VDOT
SPEC.
y 8' 5 8 8 8
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
2x4FRAME II TYPICAL PARKING SPACE DETAILS
No Scale
%---1 6 x 3/2" GRADE 8
O O
FLANGED SHOULDER BOLT
O 0 ;)O WITH SERRATED FLANGE NUT
ANCHOR SLEEVE BASE DETAIL
XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
SQUARE TUBE SIGN POST REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 12 REVISION DATE FOUNDATION TYPE A DETAILS 700
1321.13 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION
n n � n r� � n r� e n r•� � r•� � r n T n � � r� n r� r� n
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DRAWN BY
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DESIGNED BY
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CHECKED BY
J. SHOWALTER
SCALE
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SHEET NO
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NOTES:
INTERIOR 1.0' (W)
BLOCK WALL
CONC.
FFE: 68731'
ELEV=68739'
DBL. DOOR
(W=5.7)
(BAND RM.) _
3 DOORS
(W=3.0' EA.)
(HALLWAY)
CONC.
687.3V
(GRASS)
METAL /
HANDRAIL/
684
2 STORY
BRICK BUILDING
WESTERN ALBEMARLE
HIGH SCHOOL
CONC.
686.72'
FFE:
ELEV=685.35' 7
? 1 10
Q CONC.
-' LANDING
CONC.
CONC. - - _ LANDING
U STEPS
686.90' I 10" CONC. WALL 4 RISERS
/ TOP ELEV=688.84' 3 TREADS
-683 /
STEPS \ CONC. CONC. SW
2 STORY 10 RISERS - - LANDING
BRICK BUILDING 9 TREADS - - - - _ _ _ - - 683 - - - -
WESTERN ALBEMARLE CONC .STAIRS W/\ - I - - - - - - - -
HIGH SCHOOL CONC. _ - -METAL HANDRAIL _
LANDING _ - - - - -
__ ----- - 680
MEAL
HANDRAIL
�STEPS
I*R-- —680- _ STEPS
SERS - ----- --_--
FFE: - _ — -n RISERS
ELEV=676.09' _ - - 9TREADS - -679- - - - - _ 12.TREADS/ - - - - - - -
ELEV=676.02' \ - - 678- - �,P� - - - - '
- - - - - 676 - - - - - - --
- - - - CONC. SW-
1-676 _ _ \
CONC. SW _
CONC. PA�
1 WI HVAC
\ 1-- — — — — —— — —675—
.616
TIMBER STAIR
--- G — —
-674
GRAVEL ION-�
/
10 i
/ I ❑f \ o i
- UGP CONC. PAD W/ _
BUG / 16LD. EQUIP. _669 - /
FFE: METAL
ELEV=669.63' SHED 11 O � � � , - ' ' _
* /
_ 668 '
/ FFE: 1 - _ _ _ 12" RCP
/ \ ELEV=669.6' A _ BURIED
,670� U 1 v NO INVERTS
G'O� kXT ELEV=669.53' 1 \
1 v
(NOTACCESSIBLE)
I
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-665
ASPHALT
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668-
SHED I 1
-
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/ 1
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--- 667--------------
1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011),
VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM
IS BASED ON NAVD 88. DATUM ESTABLISHED
THROUGH LEICA SmartNet.
2. TOPOGRAPHIC DATA DEPICTED BASED ON A
CURRENT FIELD SURVEY BY THIS FIRM.
3. THIS IS NOT A BOUNDARY SURVEY. EASEMENTS
MAY EXIST WHICH ARE NOT SHOWN HEREON.
4. MISS UTILITY CONTACTED, TICKETNO.
A918402688-OOA UTILITIES SHOWNAS MARKED; NO
ADDITIONAL SUB -SURFACE UTILITY INVESTIGATION
HAS BEEN PERFORMED BY THIS FIRM. EVIDENCE OF
UNDERGROUND UTILITIES ARE PRESENT WHERE NO
MARKINGS FOUND.
5. SURVEYAREA DEPICTED HEREON IS A PORTION OF
ALBEMARLE COUNTY PARCEL ID NO. 56-17C IN THE
NAME OF COUNTY OF ALBEMARLE SCHOOL BOARD.
PROPERTYADDRESS IS 5941 ROCKFISH GAP
TURNPIKE, CROZET, VA.
QS
SANITARY MANHOLE (MHS)
®
CLEAN -OUT
WATER VAULT
FIRE HYDRANT
®
WATER VALVE
QD
STORM DRAINAGE MANHOLE (MHD)
SD
STORM DRAINAGE
RCP
REINFORCED CONCRETE PIPE
HDPE
HIGH DENSITY POL YETHYLENE PIPE
CPP
CORRUGATED PLASTIC PIPE
—0
DRAINAGE DIRECTION ARROW
0-
WATER SPIGOT
0
UTILITYPOLE
0*
LIGHT POLE
❑s
ELECTRIC BOX
Qs
ELECTRIC METER
<
GUYANCHOR
v
SIGN
Op
BOLLARD
Q
MONITOR WELL
UT/L/TYMANHOLE
HANDICAP PARKING SPACE
UFO
UNDERGROUND FIBER OPTIC /
TELECOM UTILITY
UGP
UNDERGROUND ELECTRIC UTILITY
W
UNDERGROUND WATER -LINE
OHP
OVERHEAD POWER UTILITY
EDGE OF PAVEMENT (EP)
DECIDUOUS TREE (DEC)
LSA
CONIFEROUS TREE
SW
LANDSCAPE AREA
EP
SIDEWALK
EG
EDGE OF PAVEMENT
CONC.
EDGE OF GRAVEL
CONCRETE
TREE -LINE/ WOODED AREA
GUARDRAIL
CONTOUR INTERVAL = 1'
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER
THE DIRECT AND RESPONSIBLE CHARGE OF PAUL
HUBER FROM AN ACTUAL GROUND SURVEY MADE
UNDER MY SUPERVISION; THAT THE ORIGINAL DATA
WAS OBTAINED ON THE FOLLOWING DATE: JULY 17,
2019. THIS BASE- MAP AND DIGITAL GEOSPATIAL
DATA INCLUDING META DATA MEETS MINIMUM
ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
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DATE
10-21-2019
DRAWN BY
A. MABEE
DESIGNED BY
J. SHOWALTER
CHECKED BY
J. SHOWALTER
SCALE
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----674--\ ��- /
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BOL DRDS 'I I I \ \ \ \ \ \ \ \ \ \ \ \ 6 \ \ \s
CHECKED BY
\\\ \\ 8s I \ ��\
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6 / / / I I I I 1
682 \ \ \ \\ \\ •
`\ \ \\ \\ \ \ \ \ \ \
\ \ \ \ \\ \\ \
6"DEC
106ti
RCjYCK // / // // 0� 1\I I I II I \\ \ \\ \\ \ \\ ,660
\ _ \
/ /1 RMOR00
\ \ \ \ \
w
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Lu
INV. UT = 659.40'
/ 18" HDAE W/
END SFCTION // /l 11 // \�\\�I \� \\ \\ \\ o
6/"DEC /l / l I \\ \ \ \ \ \ \ \ \\ \\ \ 1 / / \
^^ w
LL
SD GRATE INLET / UGP— \ \ rn \ \ \ \ \ \ ) Q
(2.5'x2.5) \ �� I \ \ \ `\ \ \ \ 1 \ \ \ ` ( \ / \
TOP=665.19' \ 68p H� W
INV. OUT = 661.91' 18"HDPE GP / I \ \ \ \ \ \ \ I \ ) / \ / _ _ \ \ J
_ _ Lu �c
UGP— ® \ \ ` \ \ \ 1 INV. IN = 672.86' I / ' \ \ / ' 6j \ I --I w O
GRAVEL \ \ 1 I / \ s. \ co \ HDPE / / \ \ \ / / \ � i--i
Q
674 I \ \\ \\ // // ��6 Vl C)
/1"PVC c
S fAND-PIPE � � J ,, / -- --- \ I 1 \ 1 1 \ \ \ 1 1 1 t \ / � � � Q O
- � �\
BUILME
DING I \ \ \ \ \ \ \ \ 1 1 - - 674 - - - - - - - - - - - - 6
\ ,��^/�
(ON SKIDS) I I \ \\ \\ \ \ \ ' �11--------� \ \ I \\ / // V/
� X
�/ I I \ ❑ \ \ \ \ \ I / / — — — 0 w
\GRAVEL \ �`� I I \ I z \ \ \ / / ' / — — — _ Q
\ / / 7-675
APPROXIWATE LOCATION OF
EXISTING IRRIGATION L/NE
f
/ / 6 ❑p \ \ O \ INV. OUT = 672.22'
10" HDPE
s s /+ S LE 1"=10' II 1 1 1 1 I \ \ / / / / / - - - SCALE 1"=10'
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ATCHLINE 1 / , , / ��� SHEET NO.
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2 STORY
BRICK BUILDING
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FFE.'
ELEV=676.02'
CONC.
FFE: 68731'
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—.
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3 DOORS
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SAWCUT CONCRETE —
STEPS
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9 TREADS - - -
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PRESERVE STAIRS
FFE:
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- - - - - 676 - - - - - - --
i
- _ CONC. SW
1
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CONC. PAc� AT NEAREST JOINT
\ 1 'W/ HVAC \ 1
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—
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16LD. EQUIP.
6� 1 i \UGP FFE: METAL
' f ELEV=669.63' SHED
2 STORY
BRICK BUILDING
REMOVE RAILS WESTERN ALBEMARLE
T HIGH SCHOOL
REMOVE TOP LANDING OF
STAIRS AND SINGLE STEP
AND LANDING TO DOORS FOR - - -
RECONSTRUCTION 10"CONC. WALL
TOP ELEV=688.84' —
;:,- REMOVE RAILS
FFE:
ELEV=685.35'
PRESERVE STAIRS
CONC. STAIRS W/
METAL HANDRAIL '
STEPS \ - 680 - STEPS /
1*RISERS _ -" RISER$-
9 TREADS - - 679- - - - - - _ 12.TREADS,
- 678---
CONC.
LANDING
STEPS
4 RISERS
3 TREADS
CONC. CONC. SW
LANDING
---683--------_
ME4L 6$O
HANDRAIL
1 �----------
----
--- --- _ -675-
.615
-6 '
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/ 612 - ,
611
i
67
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FFE: -_-_
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AREA
\ ELEV=669.6' A _
' BURIED
670 -\ I
' NO INVERTS
REMOVE TREE
a. , �XT ELEV=669.53'
/ \
/ \,�F� (1NOTACCESSIBLE)
_
i 661-
■ ■
SAW CUT CURB SIDEWALK
-666
OR ASPHALT (SIDEWALKS
SAWCUT SIDEWALK
, - '
AND CURB TO BE CUT AT
,
-665
NEAREST JOINT)
ASPHALT
/
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UGp Y RAMS
I
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/ \
----___gAq UGA
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--669--
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METAL /STAIRS
/ / I
SAWCUT
/
FFE: I
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i
2 STORY l
I I
METAL
'
SHED
// I
- _ 668--------------------
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DRAWN BY
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SAWCUT AND REMOVE
AND REPLACE ASPHALT
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DETAIL
TP
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ASPHALT
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/ � a
\ I \ / / / / / ► I I I / SAWCUT AND REMOVE _ V) (j)
AND \ \ \ \ \ I \ // / / / I I 1 1 ' PER ASPHALT PAVEMENT I / 0 m CE ASPHALT (D
\ \ I // / / / // I I 1 1 1 / /
- - \ss9\ SECTION DETIAL ON C4.0. I =
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DO NOT DISTURB ` / I = Q N M
\ \ /
WOOD PANEL ` / I u o �v
W / MOUNTED \ z T,
ELECTRIC BOXES \ - - , J O DATE
10-21-2019
RclvAuvc
`61 1 I / / WOOD I \ \ 1 \ \ \ _-_-- 686----�- 1 } DRAWN BY
POST
A. MABEE
I ► 1 / / / / / t / I j I O® I \ \ \ \ \
DESIGNED BY
/ \ I I I OO I b0 NOT dSTURB ` \ \ \ \ \ \ \ SAWCUT AND REMOVE
I 1 1 / / / / DO NOT DISTURB I 1 I I ACK-FLO \ \ ` ` \ `
I I 1 / ?RANSFORMER I I I PRESERVE I REVENT R \ \ \ \ \ \ \ \ \ \ \ < \ AND REPLACE ASPHALT • J. SHOWALTER
P D I \ \ \ \ \ \ \ PER ASPHALT PAVEMENT • CHECKED BY
1
SECTION DETIAL ON C4.0.
BOL ARDS I I I \ \ \ \ \ \ 6 \ \6
LEGEND: • J. SHOWALTER
/ W / / / // // I II II I I \ \. \ ` \` \\ \` \ \ \ • • SCALE
REMOVE I I I I I I \ \ \ \ � ` \ � — — \ ` • 1 "=10'
CONC. I I CONTRACTOR SHALL LOCATE EXISTING \ REMOVE HARDSCAPE
REMNANT 1 I I II WATER LINE AND ENSURE LINE IS \ \ \\ \�8� \ \ — — — \ ` \ ® & GRAVEL
PRESERVED THROUGH CONSTRUCTION. \ \ `
WATER LINE IS BELIEVED TO RUN NORTH 1' ` \ \ \ \ \ \ REMOVE GRAVEL s8s CLEAR AND GRUB WOODED
TO 2' OFF THE EAST SIDE OF THE EX. s�2` \\ \ \ \ ` \ \\\ AREA
ASPHALT ROAD.
REMOVE TREE
6"DEC I I I 1 I \ ` � \ � ` \ \ ` � \
\ \ \ \ ■ SAW CUT CURB SIDEWALK
106 / / I II I \\ �\ \\ \\ ` \ \ \ \ \ ` \ OR ASPHALT (SIDEWALKS
/ AND CURB TO BE CUT AT
/ REMOVE ��,
ROCK / 0 / , \ I I I \ \ \ \ 68 ` \ ` \
/ ARMOR \ I DO NOT DISTURB \ \ - - \ NEAREST JOINT)
/ ZLEAR AND GRU6 / 0� I I \ \ \\ O\
I LIGHT POLE
WOODED AREA
N \ \ \ \
I �
Lu
Lu
\ \
REMOVE BOLLARDS
\\ W z
/ INV./ UT = 659.40' / / /l ,l l \ \ \ \ \ \ I \ \ \ \ \ \ \ \ ` \ 68
/ / \ \ \ \ 6' \ \ \ 1 \ \ O / 18"HD E W/ / l l \\� \\\ \ \ \ \ \ \ \ \ END SECTION
\\\ -1 1 ; O
6" DEC
SD GRATE INLET \ \ 6, \ \ \ \ 1 \ \ \ \ \ LLJ
CONTRACTOR TO (2.5'x2.5) U 1- 4
TOP=665.19' \ \ \ 6g
COORDINATE RELOCATION A \ \ I 0A \ \ \ / O w LL
/ INV. OUT = 661.91' 18" HDPE \ \ \ \ \ \ I J
WITH UTILITY OWNER AS \ \ \ I / \ / - _ \ \ ui a
NECESSARY FOR CONSTRUCTION. /
UGP— \ \ \ \ \ \ \ 11 (NV. IN = 672.86' / / \ \ \ 6 j9 \ Lu z
,10" HDPE / \ \ \ ' - \ \ \ m Q
� \ ` 674
STAND -PIPE
CONTRACTOR SHALL LOCATE I / 1 1 0'o _ _ _ \ \ O
/ EXISTING WATERLINE AND / / 1 \ \ \ \ \ \ \ 1 1 - - 674- - - - \ \ II - - - - - - -
RELOCATE AS NECESSARY. I / / \ \\ \\ \ \ \ �11- _ _ _ _ _ - - \ \ I / Lu
\\ \ \ \\ I W \
0 \ \ I 0
Q \ \ — - — - — _ Q
Z\ \ \\ \\ \ \ II / / / 7-675—
/ APPROXI ATE LOCATION OF
EXISTII G IRRIGATION LINE
/ CONTRACTOR HALL LOCATE EXISTING
INV. OUT = 672.22' \ \ '
s 10"HDPE \ \ 1 I / / WATER LINE�AND ENSURE LINE IS - -
/ ' S LE 1"=10' I 1 1 I _ _ SCALE 1"=10'
I I PRESERVED THROUGH CONSTRUCTION.
❑s J� REMOVE AND DISPOSE OF I 1 1 I I WATjR LINE IS BELIEVED TO BE V TO 2' OFF /
PRESS BOX AND ALL 1 I \ \ I �' THE EAST SIDE OF THE EX. ASPHALT ROAD. /0 10, 20'
ASSOCIATED BACK -STOP 0 10 20 I I \ \ I � � 'H
/ FOUNDATIONS, UTILITIES, \ I I \\ \I I �' / JOB No.
/ DECKS AND RAMPS, ETC. CONTRACTOR TO \ I 1 \ I / , 44314
COORDINATE RELOCATION
WITH UTILITY OWNER AS
NECESSARY FOR CONSTRUCTION. I j \\ II I MA / ��� SHEET NO.
1 0 =Own MEN M*M Elf
c2.3
MATCHLINE 1
REMOVE
INV. OUT = 670.30'
15" CMP
----674--\
\ \ REMOVE -
ROCK ARMOR
----- -------•673--
--------------672--CLEAR AND GRUB- - WOODED AREA
__------- _ — - 669-- _ REMOVE
---- ------- RIP RAP \ \\
____------- _-__ 668-- k\\\\
/
/
/
ZEMOVE STORM
'IPE
EMOVE /
V. IN = 670.52'
"CMP
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CONC. PAD W/
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►�
NOTES:
1. CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR REVIEW AND
APPROVAL OF ALL RETAINING WALLS
AND FOR RAISING OF TOP OF STAIR
LANDING AND SUPPORTING WALLS.
(GRASS)
3.93' MAX HEIGHT RETAINING WALL
W/ VDOT STD.
HR-1 HANDRAIL ON TOP
ALL LOCATIONS WALL IS HIGHER THAN 2.5'
5' WIDE RAMP WITH
RECONSTRUCT TOP LANDING OF STAIRS HANDRAILS BOTH
RAISING FOR ADDED RISER AT TOP OF ° SIDES (TYP.)
STAIRS AND TO REMOVE RISER FROM IN a d
FRONT OF DOORS
a
a d d
RIP IF1
1 ADDED 0.52' RISER AND a ° d d a 5' °
RECONSTRUCT RISER AND TREAD d ° ° ° d
d ° NC. WAL
BELOW I
V,7688.8
1.94' MAX HEIGHT RETAINING WALL _
3 NEW HANDRAILS TO a
REPLACE EXISTING
°S7
6'X11' LANDING
3.02' MAX HEIGHT RETAINING WALL 6,
W/ VDOT STD. HR-1 HANDRAIL ON TOP °
ALL LOCATIONS WALL IS HIGHER THAN 2.5'
Q01WITAJ_10,191:7_11WSCW
REPLACE EXISTIRG
CONC. PAD
W/ HVAC
d a
d a
3 a
d
,TIMBE4 TAIR
d a R5'
d °
d
a a
° O d
d Q
a
d
d
CONC. SW a ° 9,83' d
d d °
d a
TIE TO EXISTING
SIDEWALK (TYP.)
d °
d °
d a °
d °
a
4
a 5-6" RISERS WITH °
HANDRAILS
° ° 4
R5'
d
° a d
d d
° d R2'
a a °
a d °
a
d ° °
d �
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ASPHAL T I FA \X
TIE TO EXISTING a
�p PAVEMENT PER
9Qfr��,csA PAVEMENT \
�cFs REPLACEMENT
JOINT DETAIL
1
6'X5' LANDING
6'X5' LANDING
° a
a /
a ° 4
d a
� a 4
d °
° a a
d a
a
5-6" RISERS WITH
HANDRAILS
6' WIDE RAMP WITH
HANDRAILS BOTH
SIDES (TYP.)
4.62' MAX HEIGHT RETAINING WALL W/
HR-1 HANDRAIL ALL LOCATIONS WALL
li IS HIGHER THAN 2.5'
_ 6'X5' LANDING
TIE TO EXISTING
SIDEWALK AT NEAREST
JOINT (TYP.)
2.09' MAX. HEIGHT
RETAINING WALL
d
d a` CONCRETE PAD
a a
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a a
lip
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
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10-21-2019
DRAWN BY
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DESIGNED BY
1. SHOWALTER
CHECKED BY
1. SHOWALTER
SCALE
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JOB NO.
44314
SHEET NO.
C4.0
6
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SEWER FORCE MAIN NOTES AND SPECIFICATIONS:
1. FORCE MAIN SHALL BE SCHEDULE 40 PVC PIPE SHALL BE
TYPE 1, GRADE 1, PLAIN END CONFORMING TO ASTM D 1784
AND ASTM 1785 WITH SOLVENT WELD JOINTS AND FITTINGS
PER MANUFACTURES STANDARDS AND SPECIFICATION.
FITTINGS - TEES, WYES, OR OTHER MISCELLANEOUS
FITTING SHALL BE OF THE SAME MATERIAL AND TYPE AS
THE GRAVITY SEWER OR PRESSURE SEWER.
2. FORCE MAIN SHALL BE INSTALLED, ANCHORED, TESTED
AND BACKFILLED IN ACCORDANCE WITH LOCAL PLUMBING
CODES AND ALBEMARLE COUNTY SERVICE AUTHORITY
STANDARDS AND SPECIFICATION AND VIRGINIA
DEPARTMENT OF HEALTH REGULATIONS.
3. ENSURE FORCE MAIN HAS A CONSTANTLY ASCENDING
GRADE FROM THE PUMP TO THE TIE IN POINT TO ALLOW
FOR AIR TO ESCAPE.
4. FORCE MAIN SHALL HAVE A MINIMUM OF 3.5' OF COVER AND
18" MINIMUM SEPARATION AT OTHER UTILITY CROSSINGS.
BOLLARD (TYP.)
O
TRANSFORMER
WHEEL STOP (TYP.)
18'
8'
ADA PARKING SIGN (TYP.)
5'
CONNECT 2" PROPSOED
WATERLINE TO EXISTING
WATERLINE. CONTRACTOR TO
//V V. VV / — VJ.J.TV VERIFY EXISTING WATERLINE
SIZE AND LOCATION AND
18"HDPE W/ COORDINATE WITH ENGINEER
END SECTION
6" DEC
SD GRATE INLET ,
(2.5' x 2.5)
TOP=665.19'
INV. OUT = 661.91' 18" HDPE I
BRING WATER VAULT FLUSH
WITH FINISH GRADE AND
ENSURE VAULT IS H-20 RATED -
RELOCATE EXISTING
IRRIGATION PIPE
\U I1"PVG : \
STAND -PIPE — J
I
--:-R5'
R20'
5.25' '
RAISED DECK OVER I \
CONCRETE WITH STAIRS
AND HANDRAILS. SEE / 1.5'
ARCHITECTURAL PLANS I /
FOR DETAILS./j
APPROXIMATE LOCATION OF — / / I I 17.55'
EXISTING IRRIGATION LINE
RF
MATCHLINE 1
_ —j
I ° � 16'
I 0
I
8'
R40'—1
II
I �
I
I O \
20'
I WOOD
BOLLARDS
I
I
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I
/
R50'-��/ R
/
/
DASHED LINE REPRESENTS
T-TURN AROUND AREA TO BE
KEPT CLEAR FOR
EMERGENCY ACCESS WITH A 24'
13.5' VERTICAL CLEARANCE.
PROPOSED 2" WATER SERVICE
24' / \
53.02\ \
—55.08'
\
25'
1
I—38.67'
1 0.66' PROPOSED SOFTBALL
FIELDHOUSE
.32'
21.96'
7.66'
17.74'
BACK -STOP
5'--� 24.85'
O
O
SIGNS
SCREENING FENCE
W/ GATE
OOD PANEL
/ MOUNTED
EL CTRIC BOXES
- ADJUST TOPS OF VAULT, BACK
FLOW PREVENT RPZ AS
NECESSARY TO MATCH
PROPOSED GRADE. ADJUST
BOLLARDS LOWERING OR
REPLACE AS NECESSARY.
- BACK -FLOW \
PREVENTER
CONTRACTOR SHALL LOCATE EXISTING
WATER LINE AND ENSURE LINE IS
PRESERVED THROUGH CONSTRUCTION.
WATER LINE IS BELIEVED TO BE V TO 2' OFF
THE EAST SIDE OF THE EX. ASPHALT ROAD.
NO PARKING
FIRE LANE" SIGN
10,
36.4'
6" YELLOW FIRE LANE
STRIPING ALONG
EDGE OF ASPHALT
"NO PARKING
FIRE LANE" SIGN
SEWER GRINDER PUMP PER
MEP PLANS.
TOP 666.50
INV. IN 663.84
4" PVC GRAVITY
SEWER MIN. SLOPE
1.04%
- SEWER LATERAL
OUT OF BUILDING
INV 664.00
WITH CLEAN OUT
LIGHT FIXTURES PER
ELECTRICAL PLANS (TYP.)
M
00
Q
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KNOX BOX SHALL BE
PROVIDED FOR
EMERGENCY ACCESS
COORDINATE LOCATION SCALE 1"=10'
WITH FIRE MARSHAL'S
OFFICE. 0 1I I
MATCHLINE 2
REMOVE AND REPLACE
ASPHALT PER ASPHALT
PAVEMENT
RESTORATION DETAIL.
ASPHALT
REMOVE AND REPLACE
GRAVEL UP TO 8" MIN.
DEPTH W/ VDOT 21 B STONE
OR MATCH EXISTING
INV. IN = 672.86'
10" HDPE
1
11
11
11
11
11
11
11
11
11
11
11
11
11
INV. OUT = 672.22'
10" HDPE
TIE TO EXISTING
ASPHALT PER
PAVEMENT
REPLACEMENT
JOINT DETAIL
R5'
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CLEAN -OUT (4"- METAL)
TOP=687.56'
(TYP UNK.)
TIE PROPOSED FORCEMAIN
INTO EXISTING SEWER LINE
IMMEDIATELY DOWNSTREAM
OF EXISTING CLEANOUT
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REPLACEMENT
JOINT DETAIL
LEGEND:
° CONCRETE PAD
a a
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a a
HEAVY DUTY ASPHALT
lip
LIGHT DUTY ASPHALT
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CONTRACTOR SHALL LOCATE EXISTING
WATER LINE AND ENSURE LINE IS
PRESERVED THROUGH CONSTRUCTION. SCALE 1 "=10'
WATER LINE IS BELIEVED TO BE V TO 2' OFF
I NOR
THE EAST SIDE OF THE EX. ASPHALT ROAD. 0 10, 20'
MATCHLINE 1
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SHEET NO.
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687.32' '684 683.31'
FFE = 687.39" ° 687.414'
682.98'
° e ° 687.1d'4
e ° 682.81' 683.28'
I BW
e ° � r 683.28'
° ^d e T ° ° T°W °
° 687.26 TW 84487' I
Al e 694.85' °° i
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68°7.24' e ° ° ° r 84.87'
FFE = 687.39' 687.36'a £ 684.79T°
W d ° I
TS _ _ 686 685 / 684 684.14'-
687.36' _ - TW 4.14' ° e BW 68
EX. TREAD TO BE � 1 BW 682.82'
REBUILT AT 686.84' _ - - - r ° TW 6,84 14A 683.00'
-- BW °° d 6$4.064 TW---683----
681-8� _ - 682.55' _ _
683.73' _ - 681 e a BW
° B\/y 6A 2' ____
201 e e 689.79 _ - °° - - ° Q 679,,52o B A 680
�W TW- ° °- - 78.52' - - _ _ _ -
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/ � d 676 97'
670.27' e $78.70°a e
I / - - - - - - - 676.27' ° ° ° ° ° ° EX 676.62'
I ® ° 676°? _ A ° ° B W
676.14' e e, TW676.61'
67 e ° 676.21'4 d d e °° 678.94' °-
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-- J 73 56 _
___ / \ ` d ° ` � 673.32' - BS LEVEL SPREADER 2:-
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----- -----
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` \ \ e� 0. fo SPREADER, T WIDTH,
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° �`3 25' ` ` - ITS FLUSH WITH TOP OF / '
_ .674 - _ 673.46' WALL = 674.14'
g °
\ 945° I BS
/
/ 670.90'
6
670.85'---L_ 4/
10
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670-
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101
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-665
669
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EX 668.38'
EX 668.25' /
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NOTES: MATCHLINE 1 / \
1. ROOF DRAIN PIPES TO HAVE A MINIMUM // , 11
SLOPE OF 1.0%. MATCHLINE 2 _ _ _ __ __ __ __cVsl
2. ROOF DRAIN PIPES TO HAVE A MINIMUM 402 _-- -- _ COVER OF 2.0'. ik°�iTL•R3. PROVIDE A MINIMUM OF VVERTICAL -674- - - - - - - - / 673.65' \SEPARATION AT ALL UTILITY CROSSINGS. 7t51
ol_
------------------ 403'
672-- --
- - - - - _
401
_ ------671---- _ I /� / /
670 - -- CLEAN -OUT (4"- METAL) rn
- _ - - 669- - - - I / / / \ / TOP=68756' M o
(TYP UNK.) N
6'2
___----- __- 668-- 400 ' / Qs/ /
- - - - - - - 667- - - _ �oj---------� ------------------------- --- _ -
404 ai E
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VDOT STD. CLASS _ _ - / \ C)p ��
- - - - - _ Al RIP RAP - - `
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668 II 1 11 1 1 / 0 m�
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EX'686.83'
EX 686.54' l I > rn rn
Lu ~ N M
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\ / / I I 667.¢6'� I I ` OOD PANEL ` I / I EX688.23' Q o
667,_ 1 I \ \ /MOUNTED \ z
u P \\ \. EL CTRIC BOXES ` - _ , J I 0 DATE
` \ 1 LEVEL SPREADER 1: 10-21-2019
\ ENGINEERED LEVEL / / \ I I - - I e� =O
\ I 'p ®- 666.60' \ 1 ADJUST TOPS OF VAULT, BACK - \
SPREADER, 45 WI TH, \ I \ FLOW PREVENT RPZ AS \ `9
`� 1 -__-- 686----� I } DRAWN BY
`sue\ I DOWNSTREAM GRADE / / / \ NECESSARY TO MATCH I
FLUSH WITH TOP OF / / / I I I
I 1 � / i PROPOSED GRADE. ADJUST � \ ,c� I A. MABEE
1 I WALL=/661.26' / / ( / I I I BOLLARDS LOWERING OR \ \ 6'86 686.00'
REPLACE AS NECESSARY. \ \ \ \ I \ \ DESIGNED BY
\ �n
►I I I II �ACK-FLOIW \ ` ` \ /'Q `E�687.89' 1. SHOWALTER
?RANSFORMER I I EVENT�R \ \ \ \ \ I \ •
\ \ \ G I \ • CHECKED BY
\ \ \ \ \ O L� \
` sus mild I e8�\ \ • 1. SHOWALTER
III I \ \ \ \ • •
666.71' I I I I \ `\ \ \ \ \ \ \ 6� \ I `\ ` \ SCALE
666.05'- I ` 1 I I I I \ \ \ \ ` \ R `
k66.29' I I I I \ \ ` \ \ ` \ 1 =10
666.21' \ \ \ 666151' II I I I I \ \ \ \ ` \ \ \ ` \ \ \ \ \ 6c9'?, \ ` \ \ \ - - I 685.00' \ \
B-1 1 \ ` ` \\ \ `\ 6d,
/ I / lob\ / / / cfl
/ LEVEL SPREADER 3: / / / / 6" DEC / I I I I I \ `\ `\ ` \ \ \ \ \ I \
/ CID
ENGIN ERED LEVEL ��ti // // i I 1 I 11 I \ \ \ \ \\ ` ` \
` 684.33' -
/ SPREADER, 17' WIDTH,/ �
DOWNSTREAM GRADE ��^� / / �/ \\ I I II I \\ \ `\ \\ \ \ \ \ `� 0)
FL�.JSH WITH TOP OF , / \ I I I I \ \ \ \ \\ \\ 80\
/ ALL = 658.50' / / ��� / \ I I \ \ \ \ \ \ \ \ \ \ I w
\6�9, \ \ \ \ \ \ \ I \ \
I w \ \ \ `� `\ \ `\ `\ � MQM
Lu
66
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/ -4, L /' /' /' 665.52' ADJUST VAULT TO MATCH \ 6�7 90 \ \ \ \ �� \ \ ` \ \ ``' s \ W
� � \ \ \ \ I 83�
PROPOSED GRADE.
REPLACE WITH H-20 RATED
'7 �T' VAULT IF EX. IS DAMAGED \ \ / \ \ \\ \\ \ ` \ W Q
INV./OUT = 65 .40' 6 J
OR NOT H-20 RATED. \ rn CO \ \ \ \ \ \ \
co 82 _
18"HD E W/ / l l l ���( I \ \ / \ \ \ \ �� \ \ \ \ C9 W
/ END SECTION / l l / � � � � � 665.80' \ \ \ O ;
LL
6"DEC // \\\ \\\
�665.65' 665.79' I 665.98'
ENSURE 1.5% SLOPE IN
SD GRATE INLET �� / I UGPI ASPHALT ALONG THIS „( \ \ \ \ \ \ \ > I G O Q
(2.5'x2.5) I LINE TO ENSURE \ \ \ \ \ 6, \ \ \ ( U
TOP=665.19' / \ \ \ -� ) I 6 ~� LU J
INV. OUT=661.91'18"HDPE 665.93' 666 7� POSITIVE DRAINAGEui
/ 80 a
1 /66.13' --- \ �� 666�29' \ \ \ \ 1 I i / / \ 680 \ \ / _ _ Q w
TIE ROOF DRAIN - - \,� 4" HDPE \ \ \ \ 1
� (NV. IN = 672.86' / � \ � � -sue I -I w
TO PIPE 499 WITH ® \ ROOF DRAIN 666.08' \ \ \ \ \ 10"HDPE / \ \ _ s \ co
WATERTIGHT 666.12' \ \ ' \ \ I J Q
\ CLEAN OUT \ \ \ \ \ - _ Q Z
CONNECTION 6 .41' \ \ \ i / \ \ 1 - - - \
666.04'- FIFE 666.50 666.41666.23' \ \ \ \ � J I --I
_-674' � I \ \ \\ � � � s, �
666.34' SPA \ \
z J CO \ cd 1 1 \ \ 11 \
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499 \ \ 666.g'11
co 1 666.32'
TIE DOWNSPOUTS \ co 508CD
�� TO ROOF DRAIN I 1 666 \� \\ \\ \ \\ 1111 __--_-- 1�_ - --- -- Q
�--666.27' FIFE = g66.50' 1 \ \ \ 1 1 - - 674 _
503 `666.27' 66.45' \ 666.41' \\ \ \\\ \ \\ \� / `\\- - - - - - - - �\
505 666.27' / I \ \ � \ \ \ \ I ce)
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Fj65.32' \I \\ \ 0 \ \ \ \ \ 677.40'� / - - - 0 Q
-666.12' 507 I \ � Q \ \ i - - - � _ Q
6&27' I I I z \ \ \ / / 7-675- Q
APPROXIlATE LOCATION OF `s� I - 666.12' I \ I I \ 1 \
EXISTING IRRIGATION LINE 666.33' I
/
-666.
666.27' X� \ I I \ INV. OUT = 672.22'
fig' / / ❑f s 666.25' �-/ I \ SCALE 1 "=10' I I 1 10" HDPE 1 1 1 SCALE 1 "=10'
' ❑f 666.27' / 506 \ I 1
502 \ � � � � I II
BACK-S OP f 0 10 20 I \ \ I I / 0 10 20
/ 666.30' I I \ 1 / JOB NO.
44314
MATCHLINE 1 SHEET NO.
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