HomeMy WebLinkAboutSDP200000147 Plan - Approved Minor Amendment 2001-03-16rs�e�s.•i��
1I
PROPOSED EXISTING
ASPHAL T PAVEMENT ��PA DEMENT
-10 CULVERT OR STORM SEWER PIPE PROPERTY LINE
0 DRAINAGE STRUCTURE NUMBER � � � SAN/TARY SEWER
INDICATES MIN/MUM FINISHED BUILDING ELEI,,ATION fiHAT WATER LINE
MIN. F. F. 177 00 CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING _,U POWER LINE
(S) OR (D ABOVE THE IX STORM ELEV. OR TO OBTAIN GRA B 17 Y SAID. .SEWER
�.,/ � TELEPHONE L/NE U DENOTES UNDERGROUND
(S) DENOTES SAN. SEWER OH DENOTES OVERHEAD
(D) DENOTES DRAINAGE - -----• CAS- GAS LINE
INDICATES LOTS WHICH MUST HAVE DRAINAGE" IMPROVEMENTS
INSTALLED PRIOR TO BUILDING PERMITS SFING ISSUED CULVERT OR STORM SEWER PIPE
FOR THAT LOT. FIRE HYDRANT
REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW
BENCH MARK LOCATION
CROSS HATCHING OEITHER OF THESE INDICATES THAT PAVED DITCH F
LINING
STA LISHE HE NECESSARY
DITCH LINE. /F SU/TABLE VEGETATION CANNOT BE — 14' ` EXI.S'TING CONTOUR ELEVATION
EC-2 LINED DITCH WITH SEED/NG CLOUDING of TEXT INDICATES
PAINED LINE DITCH REVISION TO PLANS
I8- INDICATES DEPTH OF EC-2 OR PAVED DITCH LINING
L EXIT 124
-�- 64
RTE 250
TO R/0 IV
ITICELLO
VICINITY AfA
Seale® 1 " 2 '
18 INDICATES DRIVEWAY PIPE S/ZED /F GREATER THAN /0 •
SAN/TARY SEWER LINE I. ALL STORM AND SAN. SEWER PIPE LENGTHS ARE MEASURED FROM
WATER LINE CENTER OF DRAINAGE STRUCTURES (D.1. OR M.H.)
I74�/ PROPOSED FIN/SHED GRADE CONTOUR ELEVATION 2. CONTRACTOR /S TO MAKE HIS OWN TAKE —OFF ON THESE PLANS
E/G DENOTES EDGE OF PAVEMENT AS ANY OUANT/TIES SHOWN ARE APPROXIMATE ONLY TO SHOW
SCOPE OF WORK.
TIC DENOTES TOP OF CURB J. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND
F/C DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) FINAL ACCEPTANCE OF ALL CONSTRUCT/ON AND UTILITY LINES.
B/C DENOTES BACK OF CURB
DENOTES FILL AREA (NO FIN/SHED CONTOUR SHOWN)
—� --�- DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE
RECII
+,", , " I m
V`y4j�N'GINEER,*
Jordan Consulting Eaffin e ers, P. C.
2540 Professional Road
Rich
Virginia
R3235
i a,.
117/0
® M.M. MILLS III
Reg. No. 98Q
� I
A �
O SS Nei �r1Go��v
SHEET NO. TITLE
2 OF 7 GENERAL NOTES do TYPICAL DETAILS
3 OF 7 OVERALL LAYOUT & UTILITY PLAN
4, 5, a 7 OF 7 LAYOUT & UTILITY PLAN
CA ,Albvvoera
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT s r'S L✓) 3//6 /c1�,
FIRE OFFICIAL u."_ A 6 �
A.C. S.A. IV IA
V.D.O. T. _ Al
— -
BLDG. OFFICIAL
BLDG. CODE & ZONING SERVICES . 514sut
SDI® 99 0 1 ,
CE ERAL NOTESS°
GENERAL WATER do SEWER COND/T/DNS
1. EXISTING UT/LIT/ES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE
THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE
OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH,
START OF THE WORK.
ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY
W H
2 THE LOCATON OF EXISTING UT/L/T/ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROX/MAYFLY CORRECT.
SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL
PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL NOT/AP THE UNDERGROUND
PROTECTION CENTER (WISS UT/UTY2 AT 1-BOO-552-7001 AND, AT HIS OWN
ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND L/NES AND STRUCTURES AS NECESSARY.
COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES
J. ALL MATERIALS AND CONSTRUCT/ON SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCT/ON
WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER
SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON
DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH
HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED
5. THE CONTRACTOR SHALL BE RESPONSINBLE FOR NOTIFYING IMISS UTILITY" (1-800-552-7001).
WILL BE REPLACED AT THE CONTRACTORS EXPENSE
THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF
WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START
PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
OF WORK ON THE PROJECT.
AND WATERLINES, ETC.
2. MATERIALS AND WORKMANSHIP
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
ALL MATERIALS AND WORKMANSHIP SHALL BE DONE /N ACCORDANCE WITH THE
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
LATEST EDITIONS OF
EXTENSION OF THE LINE.
(A) VIRGINIA DEPARTMENT OF TRANSPORTATION !,'CAD DESIGN
STANDARDS" AND "ROAD BRIDGE SPECIFCATIONS"
(8) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS.
ALBEMARLE COUNTY ENG/NEER/NG
(C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION
GENERAL CONSTRUCT/ON NOTES FOR SITE PLANS
AND EXCAVAT/ON AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE
COMMONWEALTH OF VIRGINIA AND OOSHA.
3. DEVIATION FROM PLANS
1.
PR/OR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF
NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PR/OR WRITTEN
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL A0ENCIE5.
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2.
ALL PAVING„ DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
4. CLEARING AND GRUBBING
SPECIFICATIONS AND STANDARDS OF VD 0. T. UNLESS OTHERWISE NOTED.
A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONARLE DEBRIS
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVAL
SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS
CONSTRUCTION.
B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CON57RUCT THE
ALLOWABLE SLOPE /5 2.1 (HORIZONAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
4.1 OR BETTER ARE TO BE ACHIEVED
6" V290T 1121-8 STONE
SUBGRADE TO BE COMPACTED
/ 9570 STO. PROCTOR /
9 OPTIMUM /
RA VEIVENT
DETAIL I
MINORNO SCALE (PARKING STALLS & DRIVE
k Iry
- qft 18- VDOTf2l-B STONE
S05GRADE TO BE COUFACTED
TO 95%1' STDI PROCTOR DENSITY----'
0 OPTIMUR MOISTURE
'A
/ DRIVE AISLES)
TO BE COMPACTED
TO 959' STD. PROCTOR DENSITY
® 2f OPT/MUM MOISTURE
QSI ! 1
A !ENT DETAIL C
NO SCALE (TRUCK DESIGNAT/ON ACCESS ONL Y�
7" ,AIR ENTRAINED 3000
PSI CONCRETE WITH
W4. iOxW4. 0, 6 "x6"
WELDED WIRE FABRIC
/MPROVEMENTS SHOWN ON THE PLANS
C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF
5.
PAVED, RIP' -RAP OR STAB/LIZAT70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
ALBERMARLL� COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DES/GHEE, /T /S DEEMED
COUNTYIR NEER
LBERSARY'
°'
° 4 '
5 "
/N A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS
IN QE_R STABILIZE A GE CHANNEL.
WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE.
6.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE V1RG/N/A MANUAL FOR UNIFORM TRAFFIC
�b
D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
CONTROL DEVICES.
INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT
7.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 11/.
DISTANCE AT EACH INTERSECT/ON.
L
8.
ALL EXCAVAITION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
CRUSHED AGGREGATED BASE COURSE
5 TOPSOIL STRIPPING
7HE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
VDOT# 218
CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL AREAS
TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE THE TOPSOIL
FROM THE SITE AT OWNERS DIRECTION.
6. GRADING
A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND
COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE
PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE
CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY
AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS
THAN /0. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE-
DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED
B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING
AREA OR ANY SPECIAL FILL AREA, /T SHALL BE REMOVED FROM THE ENT/RE
PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL
WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS
PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY
OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES.
C. FILL AND BACKFILL MATER/AL SHALL BE COMPACTED TO 95X STD. PROCTOR
DENSITY AT OPTIMUM MOISTURE-f--29' UNLESS SPECIFIED OTHERWISE ON THE
PLAN.
D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO
PROVIDE POSITIVE DRAINAGE AT ALL TIMES.
E. AT ALL ROAD INTERSECTIONS /N A CUT SECTION, THE BACK SLOPES AND
VEGETATION SHALL BE CUT BACK WITH AT LEAST 3.•1 BACK SLOPES SO AS TO
PROVIDE THE BEST POSSIBLE SIGHT DISTANCE
F. STANDARD SPRING BOXES (S6-1) AND UNDERDRAIN SYSTEM MD-1 UD-2)
WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD
CONDITIONS WARRANT.
7. DRAINAGE STRUCTURES AND MINOR EXCAVATION
A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A M/NTMUM COVER
OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF
THIS PROJECT IS LOCATED IN HENR/CO COUNTY, ALL STORM SEWER SHALL
HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL.
B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED
GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS
AND THE FOLLOWING CRITERIA:
1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR
OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR
BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE
SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES,
AND DEBRIS. IT SHALL BE THOROUGHLY AND CAREFULLY COMPACTED TO
INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE.
2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT
THE DEPTH OF THE TRENCH TO OBTAIN 95q DENSITY AT OPTIMUM
MOISTURE- -2% THIS IS TO INSURE A SUITABLE SUBBASE
ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS
3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED
GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH /S NOT
SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE
MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED.
C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE
BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED
AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB- I PIPE
INSTALLATION REQUIREMENTS TRENCHES SHALL NOT BE CUT OVER >6 INCHES
WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE
FOUNDATION MATERIAL /S ENCOUNTERED
8. BASE AND PAVEMENT ITEMS
A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND
OWNER FOR GRADE, TEMPLATE AND COMPACT/ON BEFORE BASE /S APPLIED.
B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS
AND SHALL SE APPLIED /N ACCORDANCE WITH THE CURRENT 'VDOT' SPEC(-
FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY UDOT'
OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PR/OR TO EMPLACEMENT.
C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND
APRTL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY
OFFICIALS AND THE OWNER.
D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED
BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS
ONLY. ADDITIONAL %N PLACE" TEST SHALL BE MADE AFTER 90 DAYS.
E. WHEN LOCAL BASE MATERIAL (TYPE //) IS PROPOSED FOR ROAD BASE, IT
SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PR/OR TO BEING
USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO
CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION,
AND CONSISTENCY ONCE /T HAS BEEN PLACED IN ROADWAYS.
9. SEEDING AND MULCHING. ETC.
A. ALL FERTILIZING, SEEDING, LIVING, AND MULCHING WILL BE DONE AT
THE FOLLOWING RATES UNLESS SPECIFIED OTHERWISE IN PLANS.
1) LIMESTONE-2000 LBS. PER ACRE
2) FERTILIZER-1000 LBS. PER ACRE (10-10-10) OR EQUIVALENT
3) KENTUCKY 31 FESCUE-150 LBS. PER ACRE
4) ANNUAL RYEGRASS-100 LBS. PER ACRE
5) MULCH (STRAW OR APPROVED EQUIVALENT)-4000 LBS. PER ACRE
10. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE -
CONTRACTOR AT HIS EXPENSE PR/OR TO CONSTRUCT/ON. ALL OTHER PERMITS
NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR
PRIOR TO CONSTRUCT/ON (AT THE CONTRACTORS EXPENSE).
11. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF
THE N.O.A.A.
12. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE
THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
13. ALL CONSTRUCTION STAKING WILL BEAT THE CONTRACTORS EXPENSE
UNLESS AGREED UPON BY THE OWNER IN WRITING.
COMPACTEID SUBGRADE -
CONCRETE PA VEMENT DET AIL
NO SCALE
PA VEMENT MARKING DETAIL
NO SCALE
SEC'nON 2-2
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I. TAT BLOCKS ARE REQUIRED WHENEVER T14E PIPELINE : CHANGES DIRECWK K CHANGiS
SIZE... WAO ENDS AND AT VALVES.
2.. USE 000 P.S.I. CONCRETE.
3. NO CONCRETE SMALL. Be POURED ON ANY PART OF THE JOINT.
4. THE CONSULTIiNG ENGINEER SHALL BE RESPONM E TO THE VERIFY THE TYPE & SIZE OF
ALLTHRUST BLOCKS.
CONCRETE THRUST BLOCKS
MD7E
PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY
5' AND EXPANSION ✓DINTS AT NO MORE THAN
20' INTERVALS.
JOINT SEALING JOINT SEALING -�
MATERIAL MATERIAL
VARIES
CURBING
5" CONCRETE BROOM FIN
ISHED
®-- 0.25".1 ' MIN.
4 +A
C,
NEW
PAVEMENT
-NEW BITUM. CONC. CURB STOP
PAVEMENT
7 5"
CROSS
SECT/ON
ANCHOR BARS
CG-2/6 (TYP.)
OR MONOLITHIC
1' 2.5' 2- 5' 1'
POUR SIDEWALK
/CURB
F_//11
HAND/CAPPED
CONCRETE CURB .'TOP DETAIL
HP CUR
CUT
NO SCALE
PARKING
' � • �
.. �
. ���°,.'��
••O
.� ...
"+j-CONCREFE`
SIdE(6/.4LK.' . ' .
HAND/CAPPED SPACES SI'HALL BE /DENT/PIED BY ABOVE GRAD'
E SIGNS AS ., h ,
.�
RESERVED FOR PHYSICALLY HAND/GAPPED PERSONS. HE LOWER EDGE OF -' .. `• ' 10 ..• . .PER..
-
SIGNS SHALL BE AT LEAIST FOUR (4) FEET ABOVE-GAIDE, BUT NO HIGHERPLAN '.
THAN SEVEN (7) FEET AIBOVE-GRADE RAN
f�WO/CAPPED PARKING S/GN J�A n ®A [./`t e ® /'
(USE 'VAN" ACCESSIBLE SIGN WHERE' HANDICAPPED A l CCESS �HP CURB CV T
DESIGNATED ON PLANS) NO SCALE
FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON
THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND
APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS
ARE THE STANDARD MEANS BY WHICH TO DELINEATE
FIRE LANES. 12 "
NO
PARKING
FIRE
LANE
REFER TO THE VIRGINIA MANUAL TOWING
OF UN/FORM TRAFFIC CONTROL ENFORCE
DEVICES FOR STREETS AND
HIGHWA YS
KDDOIEDY GUARDIAN (K-I"A%
M CENTURION (A--42 )
OR „APPROVED EQUAL
Tom
SIGN COL ORS:
RED LETTERS & BORDER
ON A WHITE REFLECTORIZED
BACKGROUND
LETTERS -
TWO (2) INCH "C"
SERIES YELLOW CURB MARKING
FARE LANE DE
SIGNA TION DETAILS
NO SCALE
NOTE. HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VE,LE THREADS. MATCH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
X TO 10' ----
I!"
e GATE
1 ,
f VALVE
rxar
Ta
3/4" THREADED RODS TO
MAIN W ALL INSTALLATIONS.
RODS SHALL BE GALVANIZED
OR ASPHALT COATED
1. SURROUND WEEP HOLES WITH CRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A X MIN. COVER FROM THE MAI .TO THE: FIRE HYDRANT
( INCLUDINo. DIT'CC3HES ) 1. 1
I FINISHED GRADE SHALL SLOPE AWAY FROM THE. FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE: IS ALLOVOW 1N SHOULDER OR, MIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH., ;
.. ..:.
r. , ....... :..
rLTs.,..
FIG. W-4
6" 2' - 0"
2" RADIUS
2 300 G A/R
.2" RADIUS EiVTRA/NED
CONCRETE
FACE OF CONC. TO BE CLASS A-3
BUILDING
/FCAST /NPLACE
CLASS A4 IF PRECAST q� P SURFACE p 4 : D N
A 0
i BASE
a ISOLATION JOINT W/ 0.5" ;
THICK PREFORMED JOINT FILLER SUBBASE
6" I? - 0" 4 " #57 STONE
COMPACTED SU86249E -� t�1 BEDDING
. 4" GRANULAR FILL �• ®• ry /�
'. 0.5" THICK PREFORMED % STD CG®, V L/. V T STD. QG- C
JOINT FILLER V V
NO SCALE NO SCALE
SID l && META/L NO SCALE 10' PER 10'
RAMP DOWN PLAN RAMP DOWN r
PRECAST CONC. V 1
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PETER ✓EFFERSON PLACE DEVELOPMENT UPDATE - DESIGN YEAR 2005 9 y / `� � ..�„ -•�• �,, 2 ¢ ,CE- ••• � mZ WORRELL LAND ANDFCATTLE COMPANY 1
TOTAL AM PEAK PM PPEAK ' R=30 >8 / IMP 78 - 31 I h�
`�-�1 ` USE- UNDEVELOPED
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OFFICE 200, 000 SQUARED FEET 710 2,655 324 40 59 290 �d l � (b R4-7 C COLA t 0' � �tt \ _ / DESIFIRE LANE 1
SIGNAG (TYP.) - _ 10_ v R�25 DES/GNAT/O I
9
l � 0 R ' � � � ���w�"""•-�., � � � i � TOPOGRAPHIC SURVEY FOR SITE WAS PROVIDED
� rW
�j BY OWNER PER AERIAL PHOTOGRAMMETRY. ELEVATIONS T 1
EASEMENT R=37 R�1,0 :. / R=25' e x PER VDOT DATUM CONTROL ON NORTHS/DE OF ROUTE
/ ` ! i 250 & STATE FARM BLVD. ESTABLISHED FOR VDOT
10 � � i � PROJECT �0250-002-105
I
L/GHTING NO
'TES I p °j TERIOR LI TING N "' y 1. THE SPILLOVER OF LIGHTING Fkoly 'ARKING AREA LUMINARIES ONTO PUBLIC ROADS AND O O C` Q
LOCATION CAL) tp -�• (31 PROPERTY /N RESIDENTIAL ORIRU6AL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF \ 11
(1/2) FOOT CANDLE. c�
2. EACH OUTDOOR LUMINAIRE EQLIPPED WITH A LAMP WHICH EMITS 3000 OR MORE INITIAL a q q LUMENS SHALL BE A FULL CUT OFF ,LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL W R=185' N i� CUT OFF OPTICS.
i
NOTE.• q q q
WORRELL LAND ANDFCATTLE COMPANY
TMP 78 - 31
USE- UNDEVELOPED
ZONED: PD-MC PER ZMA 96-03/ZMII 92-12
THIS DRAINAGE SYSTEM TO -
BE INSTALLED WITH PHASE //
/ s ® 20 PREVIOUS LIGHT POLE LOCH]j�/O (REVISED) (TYP.)
f Ey O
ro f
_.oq ` SITE TA TISTIC.S 1
Qw OWIVER DEVELOPER. � �, I ►�
LL LAND do CA TTLEfi �D�IPANY, L.C.
/ o
P. 0. OX 5.386 ROUTE 2 0 +
CHARLOTT SVILLE VA. 22905, I
—� (b R:*- ®-�, TT1V• : MR. ANDREW t/. DRAC P L/, V.P.
ox` ` ( OJECT DIRECTOR
(10
— / Phi �1 /E:• (80 977— 6803
0A
R 25' R_ 3 ` ` ` �� ON`" "rGh' 2000
, T,�ENos P/CV 78-31, VIA DEAD BOOK 1256, PG. 87 ►-+
PER ZMA 916 03/ZMA 92— i2 PROFERRED
.S ,� 7 J
AL TR T• RIVANNA'
.cw/T COVER&E.- BLDG P RKiNG = 5. 03 AC.
AGE_ W/ CONC. P, :.; - _84-7 ClR ULATION 10, dj PE P� CE V. AC. 5/-/0>
�kI ER BLK;�TYP.) yJ,A6�, � R=30' � ' USE. � I
C RAMP a �5 ��0 I 0,wow ��
�,e � PHASE // � PH � ONE BU/LSD/NG // FF/CE 3 STORY MARCH 2000 OCCP,4NCY
'iV0 PARKING'�R=185, ( • ' ? l
POW R ® , : •..:::., s� I rq t FIRE LANE �� \ - GROSS SQUARE FOOTAGE 62 5J8 SO FT. � 00
IRA E "� `® R=37' ": �I 9' >, I DES/GNAT/ON \ �9 � \ \� Q" C� j O
_ \ \ � NET SQUARE FOQTA E.• 62, 538(807j� = 50, 030 SO FT. `�+ � N �
�/�W,K BUILDING EIGHT° 0 FT W
:±
PROROS D USE. i N
R=125' �\ \ THIS DRAINAGE SYSTEM TO .� Z
22>8' •^t f` BE INSTALLED WITH PHASE J// PHAS TWO: BUILD/1VU I/� OFFICE (3 STORY) 2001 OC VMNCY) 00
U
,o Q,k JAsr GROSS .5'Q Rr� FOOTAGE. 62, 538 SO FT. z o X
/ . R=14D' � i�1 - NET S UAR FOOTAGE: — �—, o
\; Q 62, 538(807) o.- 5t,�OJO SO FT. W
Z 7� 6' � PHASE /U,. v( BUILDINGH �- ® �"
' J'8 <, �3� s /')// /J/ ,► /, W. R=�20' !\ R=20 @ \% ( �iL%r%. 50 / / . � '„ Z o U
SEWER ° WA _ , A 00 EM R 5RVICE AUTHORITY o
° 4
�� ROAD CC • f . � N
• xt ' LOCATION OF REQUIRED INTERIOR a: ° . 1� /�� � �/ 0 '� O 1\
® ® DOMESTJC/FJRE RPZ/BFP AS \ A Sir PETER,,1 ERSON PARf� WAY (VDOT R/W)
NECESSARY TO MEET BLDG. CODE 2 • a p
SPACES PARKING _i�EQ&000flNTS.• z o
1 Z RING � R=188'
jo
LANE PHAJ�E,Q SU/LCLING l/ ® NET SQUARE FOOTAGE = 5O, ®3O SQ. FT.
21 030/200 = 250 SPACES REQUIRED
o
R=232' N >ZX24' CONC. DUMPSTER PAD 4�?• � 255 SPACES PROVIDED (W/ 7 HP INCL.
t o W/ 15x24' GENERATOR PAD ,..�+ 77A�
'_R=178' &ENCLOSURE (9'-4� �®'� PHASE TWO- U • DU/LD/NG /// C� NET SQUARE F®®TAGS = 50 03® SQ. F7: Q o --, � MATCHING BLDG MATERIALS I
R=22050, 030/200 = 250 SPACES REQUIREDLo
x
x'' -_ f :: .: -:: •-''�f r 255 SPACES PROVIDED (�L/ 7 HP INCL.)
IV-
0
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30 MICK BtlIL01N0
, t 0®
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NOTE -
ALL RADII ARE 5' UNLESS OTHERWISE NOTED
Of�I
GRAPHIC SCALE i=I -1 I I-1 I I ►1-�=I
T�40 0 20 40 80 Q9
( IN FEET)1I-
1 inch = 400,flQ'-------------
-III—III—I
-I—�—) �—
SDP 99- 011
v
N\F
WORRF/ I / ANI) AAln C'A 777 F COMPA/Y
N07
SEE PETER ✓EFFERSON PARRMA Y PHASE /l
ROAD & DRAINAGE PLANS DATED
FOR DETAILS
NOTE
PREVIOUS LIGHT POLE LOCATION (REYISED) (TYP.)
Ix
9+00.00 \ e\ �\
<5X�
\� --
:. (':........ ' ' . ' ' ..... ' . - ' ' .. '...'...'.'.'.'.'.'.'.'.'.'.' ........'.'.'...'.'...'.'.' -....- ' ' ' ' . ' ' ' ' '::' ......'.' ' ' ' ................'.......'...... ' ' ' ............. E1.:..:......:..,......:. ...'.'..' ? - 6 \ \ ® �h \\ X
——..--..—........—..—..—..........—..—..—..........—..—..I......... .....,....
— — PVC \ \\ \ \.....................................................................................................
STA. 3 t 3 :21.'......................................................, �..' INSTALL STD.i \ \
D=0'0 L ( '.'.'.'.-.'.'.'.'. 20 ..SEWER.......:.....:.:..:.:.I.......:.:...f ..:.� .'.'..'.'.'.% Rb`ICE LAT. \
l `.............. ... HP SIGNS TYP. G'
11.'..'..4.'.'.'.CONDUIT..'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'. .'.'. �Qs�naFni.r..'.......'.'..............................fl'.' '......'.''............. ....... �.'...�' i /,x
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EXIST. MH #2
STA. 04-00.00
D=436 >9 LT.1
1
1
1 •
CONC. PATIO
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NOTE: 1
ALL RADII ARE 5' UNLESS OTHERWISE 1
NOTE ON PLANS
I
1 I
1 -
GRAPHIC SCALE
( IN FEET )
1 inch. = 20 ft.
80
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.j............................................................................................................. ...... ® w �. A ... - APPROX. 0CA T/ON OF
.. . ..... ..... .... .... .... (.f.
POWER TRANSFORMER
.,:- .. & TELE. COMMON/CATIONS
�• I• I.. I I I .. I I •I . • • • • I I R=25' '.'...'. I 11 _ :` PEDISTAL
® (n = NUMBER OF SIDES OF SUBJECT BUILDING)
NEEDED FIRE FLOW
Q)
/
�ZZ �'� .0,
j ® 1 NlF
j0 O I 0 Z WORRELL LAND AND CATTLE COMPANY
y O TMP 78 - 3 I
6 / 6Z USE- UNDEI/EL OPED
/ ZONED: PD-MC PER ZMA 96-OJ ZMA 92- I2
ri /
I � /
/
NFF = (Ci)(Oi)(X=P)i NFF = 2,763
Automatic Sprinklers (Yes X No ) Reduction Factor 50 % x NFF = - 1,381
TOTAL: 1,381
Required Fire Flow (Rounded) 1,500 gpm
* Fire Hydrants Required: 2
DOMESTIC METER SIZING FORM
Project Name: PETER JEFFERSON PLACE II Address: _PETER JEFFERSON PARKWAY
Parcel No:TMP 78-31 or
Tio
Subdivision: Lot No. Blk. No.
Type of Occupancy: OFFICE BUILDING }
Fixture
Drinking Fountain - Public
Lavatory - 1/2" Connection
Shower Head (Shower Only)
Service Sink - 3/4" Connection
Urinal - Pedestal Flush Valve
Water Closet - Flush Valve
Fixture Value
No. of
)•—Fixture
35 psi
Fixtures
I- Value
2
x
6 ---L 12
4
x
20 P
= 80
4
x
t,--2'-�
= 8
7 x
35
6
21
= 210
3
x
20
= 700
_Combined
Fixture
Value Total
1,031
Maximum
Demand
126 GPM
Meter Size
2"
DOMESTIC METER SIZING FORM
��.f ®/ Project No e: PETER JEFFERSON PLACE III Address: PETER JEFFERSON PARKWAY
/ram J Parpei N�:/TMP 78-31 or
-
C'-
�4bdivision: _ _ Lot No. Blk. No.
FJ Type of Occupancy -,QFFI BUILDING
Fixture
Drinking Fountain - Public
Lavatory - 1/2" Connection
Shower Head (Shower Only)
Service Sink - 3/4" Connection
/ Urinal - Pedestal Flush Valve
Water Closet - Flush Valve
-- _ NOTE.
--- "� ALL RADII ARE 5' UNLESS OTHERWISE 2
NOTE ON PLANS
Fixture Value
V
�No
35 psi
19f
Fixtures
2
x
6
4
x
20 =
4
x
2 =
7
x
3 =
35
x
6 =
35
x
20 =
Combined
Fixture
Value Total
Maximum Demand
Meter Size
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
Fixture
Value
12
210
700
1,031
126 GPM
2"
U
a
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SDP 99-071
L�A YA ��S/
MAGNETIC
DES/GNAT/ON
/ Q o
STER PAD
)R PAD
/IGH) TO MATCI�
\ BUILDING MATERIAL SEE ARCH.
\ PLANS FOR DETAILS \� /
\ �� SA APPRO.,Y`/MAT,E IL OCAT ON l
OF LIGHT POLE BYf OTHE S
/ 1
1
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...... ........ ..... .. * ... ...... ...
.......... ....
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r '10,
el
.
-NOTE-
AIL RADII ARE 5' UNLESS OTHERWISE
NOTE ON PLANS
GRAP_RIC�` SCALE RO%AD
�- ( IN FEET )
1 inch = 20 ft.
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11 EXECUTIVE PARK DR 0 STE 100
ATLANTA
o GEORGIA.30329
P 404 1 248
1 1960
F 404 ( 248
1 1092
EMAIL
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REVISIONS
NO.
DATE
ISSUE
A
A
A
^A
0
ui
u
::s
0>
i
ce
LLJ
LV3
0
CL
TITLE
LANDSCAPE
DEVELOPMENT
PLAN
DATE
12-04-00
JOB NO.
98095
DWG FILE
98095HWI
DRAWN BY GC
CHECKED
JBS
SCALE
111-40'-011
SHEET
S-1
OF