HomeMy WebLinkAboutZ-4484-B-1 Map 112• a CONCRETE PAVEMENT
3 w/b"x4' x 10 ga REINFORCING STEEL
NATIVE STONES EMBEDDED INFO 1�P12
PF Apjzzc,_5 H.)( M ABOVE FLOOROF AFn['l:-DAx:IeUM 4" SPACE BETWEEN EMBEDMENTCCYLWACTEq� 5� WBgASE1. CONTTGGTOR TO ESTABLE�i POS[[IVE DRHIMIL('.E FROM SURFACE AREA ":::: HILLSIDE OR EOUTALPOINT OF 2. ALL COPiCRETE TO MEET 3000 pu L�OMPRES5hE SRIENGTH AT 28 DAYS.1. [4'If STD. PROCTOR -
3. 6" CONCRETE PAVEMENT REQUIRED A7 fTiTR4t¢L45 FROM PUBLIC COMPAJ:
SHEET FLOW ROADWAY TO PROPERTY BOUNDARY.
DISCHARGE NOTE IT RECOMMENDEDISOBAN THAT THEVER SERVICES OF A GEOTECHNICAL
ENGINEER IS OBFAttJFp 70 VERIFY SOIL CONDITIONS AND SPECIFIC
SITE REQUIREMENTS.
!Q'2 RTP -RAPPED SLCPE---5- FLUM 9 WALL BELLSPIGOR
PAVED
10' THICK FILL PLACEMENT
W/GEOTECHMCAL FABRIC SURFACE AND
BACKING $ _
YGE W LL CONSTRUCTED j='AL"' DUTY t^01VM^ TE PAVING
y AT OUTLET END ONLY I_ 3' TAPERED END 1
0 A.KT,D. - ES
DULMETER a• CONCRETE ACRO
+• §t2 BOSS "CONCRETE AND 4' se -z BASE
- .{I._ -R 0 — EOST240 AMD ASPHALTIC ROADWAY
WALL I f' CONCRETE _ 1" &L4Ej 1111 �STR+VGHT ATAND
CU
Wn
PLUS 6' ���III v r .
�D. w �• DING PAVEMENT - Y l;. ROUNDWD EP - REPAIR ALL OE�MACED
COMPACTED s _� •a. 5 3/B" EDGES WRT•I FULL EfEP'Di
3/B' CONCRETE FlIL.
BACKFILL
BBEiWEEN SECTION _ OF MKW • i a •�..„�.
AND TUE WALL - 11
CUT iY M LARED EAM SECTION 12' COMPACTED DE
N.T.S. 'LV APR ON DETAIL. D �1
N.T.S.
GEOIF7(frE
��A7rAa1Eo
7o Posr
wow POST��
OR SOJA
1AMPED *%%uL SOIL
OF 1 L—
3 I IV WIDE
lC6 BSC: e • MN FLAT BOTTOM
QUANTITY - 18 C0MM0M - DRAINAGE CHANNEL
LEt4'15 C+N)DE7R9S
w+sI�IGTolT HAwTIK»uJ
ClGTAIEGIJs P�,J SOLID GRASS SOD WITH 3:1 SIDESLOPES
s CAL iea6),r-g' TALL � � ®0 t GRADE
:'c sPa � e- wa
srrT FRJvcLE' �RT�LrL DRAINAGE CHANNEL•
N.T.S.
Mus
12' x 12' STRIP GARDEN
HDSF PROTECTION
#5 BARS 0 12” O.C. HORIZONTAL
CONTINUES, AND 18" O.C. VERTICAL
2' TIRN BUCgi AND 7 STRAND
TIGHTEN 70 SECURE ESTABLISH FINISH ELEVATION
GALV. LRE
AND PLUMB TREE W/PLAN GRADE
2• LAYER WOOD
94CK
PLANT RAIL -REMOVE ALL PROTECME in
C04FJ0NG, TWwt ETC.iii ,4 psi;'I'1Y ` •' 1•'1 ta'• . •. �_ V)
TAMING MVIURE:
c F ^s w o
1 PARE SAND. 2 PARTS 3• GIRTN MOURA 70 FORM W'v ;},•:'•r„}•, •.-„:.,� wr„
PEATWS• AND 2 PARTS SAUCER AROl.D1O TREE:".rLw'•��*K`,4_'1¢-,�C' 2
ExISTINa saPsox-64CK� . GRADE 4” REINFORCED_ w• `hw cz
(0 -67)j -
CONCRETE PAVEMENT W
M1 r'
LJ1
4' MIN. COVER
14' COMPACTED SUBBASE— i :t E
�3-yk2• xpd1E0 ST,VofS x 18•+ HILLSIDE OR EQUAL
Y�SRICCO A {99�t 5iD. PROCTOR
W/ �QMPACTIDN)
APPROVED 9ACKFILL—
PLQfrw FIT uLDEsisuw m�M18r eAl1°Arm MATERIAL
s2' DeePDR 7}YH BDROM of e+L I _Y
959' STD. !1"y` �5 BARS ® 12" O -C.
PROCTOR BOTH DIRECTIONS
COMPACTION —
• LBS 7-10-10 FERTILIZER MIXED 3--4" MIN. 77'�lr-.r Par3l1l.s'
11 A 3' LAYER OF EKT. EARTH
�� ■amara w.� XBR7BlJC lA'9!/Sl4l+ -0Cf'
nam
aw �� ave
pr.�arTrNC DL`TA7LT12EE3
P T.s. — RETALNLNC WALL DETAIL
N.T.S.
or ✓��
AVERS A5
tori OF OESCRIPWIG PART THE W !/- OF THE SE 1/4
FBEING AS OF THE SW 1fF0 LOQWS SEVIQN 35: T -1-N. R -1-W.
1i I j I
PULAS IK CWN1Y, ARKANSAS AND MO1TE2 FARTICUUURLY ECRIBED
BEGRWNINC AT THE HE CORNER OF THE SAID, W 112, SE 1/4. SW 14, OF SECTION 35; THENCE N88W42'25"W ALAN0
FEET: THENCE SW47.55-W 183.00
f I
THE NORTH TJNE OF THE SAID W 1/2. SE 1/4. STY 1/4 OF SECDON 35, 272.15
FEET TO A POINT ON THE NORTHERLY RIGHT-flF WAY UNE OF INTERSTATE HIGHWAY 30; THENCE NW04-E ALONG THE
OF INTERSTATE HIGHWAY 30. 299.55 FEET TO A POINT ON THE EAST TINE OF THE
I I l I
SAID NORTHERLY RIGHT-OF-WAY LINE
j SAID W R/2. SE I/4. SW 1/4 OF SECTION 35; THENCE NO1752'WE ALONG THE EAST LINE OF THE SAID TRACT OF
LAND COMAINING 0.74 ACRM MORE OR LESS.
f
r--'_-- vEGETATIYt AND WTURAL AREAS OMOE PRWECT =tgTRUCL LINTS ARE TO BE PROTECTED DURING
CONSRUCTIQN WIN TEMPORMY FENCING
2. PROTECTIVE FENCES SHAUL BE INSTALLED PRIOR TO THE START OF AW SITE PREPARATfON WORK AND S) -A BE
f f
[ MAINTAHM THROUGHOUT ALL PHASES OF COWSRIXF10H. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE
1 `
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PLANS MAY BE REQUIRED BY THE CITY.
! 3- EROSION AND SEOIMENTATION CONTROL "PROM $HALL BE INSTALLED AND MAINTANEO THROUGHOUT CONSTRUCTION
1
i
IN A WANNER WHICH DOES NOT PERMIT OFFSITE TRHSFFR. THE CONTRACTOR IS RESPONSIBLE FOR COPLYIRG WITH
I
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j
j I ALL STATE AND LOCAL EROSION CONTROL REGULATIONS.
4. ALL DiSTRURSED AREAS ARE TO BE FINE GRADED. SSODDEO, AND nVITILLLED, IHCLUIXNG CONSTRUCTION CF NEW
I DRAINAGE CHANNEL AHD BOITOAI, FOR PERMANENT EROSION CONTROL
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5. THE CONTRACTOR RS 70 FIELD VERIFY" AND HAVE ALL UTILTTiES: LOCATfiO WITHIN CONSTRUCTION LIMITS.
T
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6. AN AHTO PERMIT WILL RE OUTA44CO FOLLOWING CITY APPROVAL TIE APP41C.+WT. REPUBLIC INDUSTRIES, REQUESTS
SHOWN DUE - NECESSARY DELIVERY TRUCK TR0 C AND CE FROM
frr '
DRIVEWAY WIDTH AND RADII W
WEST BOUND TRAFFIC ONLY.
7, THE APPLICANT. REPUBLIC INDUSTRIES, REGRETS A WAIVER FOR A REDUCTION IN REQUIRED PARI" DUE TO TH£
LIMBED AREA AVAILABLE, RES7RICTED USE OF AHTD RIGHT-OF-WAY, AND BECAUSE CUSTOMER PATTERN BRISE i5
NONNORMAL RETAIL-
THE
ETAILTHE APPLICANT. REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIT)E REQUIRED LANDSCAPING AT LOCATIONS
ALOW BUILDING FRONTS, AS SHOWN ON THESE PLANS -
9. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES WNWAS EXCES91VER DUST BECOMES A PROBLEM.
10. A PRE -CONSTRUCTION CONFERENCE VALL 8E SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING
DEPARTMENT PRIOR TO COMMENCING CONSTRUCTiDN.
11. ACCOROING TO FLOOD INSURANCE RATE LEAP EFFECTNE . MAP No. 051810016E, A PORTION OF SATO PROPERTY
LS IN THE 100 -YEAR FLOOD AREA
12. SITE SODS CLASSIFICATION - MOVALE-URBAN LAND COMPLEX,
T3, EXISTING CONTOUR DATA BASE 08TAWIND FROM CRY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY
PORTER AND CRAWFORO.
14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING. NOT FOR CONSTRUCTION, THE SELECTED
CONTRACTOR WALL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REOUNRED TO PROVIDE ADJUSTMENTS TO
DOSTING FIELD CONDITIONS. APPROVED 5Y THE DESIGN ENGINEER. AND SHOWN ON "AS-BUILTS' AT THE
COMPLETION OF AUL WORK.
15. WOSOWE ADAISTMENTS-RECOMMEINDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE +ATN
ANA INDUSTRY STANDARDS)
A- 10 --TREE FORM (8'-10.1 S/4"-2' WL) WASHINGTON HAWTHORN-CRATAEGuS PHAEROPTRUNOX AS
INDICATED ON PWS,
B. 4--(14',2 1/2'-3" CAL.) WILLOW EPOS -QUERCUS T4iELLOS 0 AS INDICATED ON FLANS,
C. 33-514RUSS 1
2 GAL] COMPACT PATTER JUNIPER-dOTIPER CMHEIN515 0 3' O.C. ALONG WEST AND
SOUTH BASE OF
BUILDING AOTMIOhI IN BED^ WITH HAWTHORNS.
p. 35-SHMSS (! GAL} HELLEFI HOLLY -ILEX CRENATA HEtAETI tl 3' O.C. ALONG THE SOUTH EASE OF
WAREHOUSE ANO OFFlCE [2' PLATNTETS).
E. 120 SQ. FT, BED AREA PLAHNNC OF uONDD CRASS-PIPS-ORIOPOISEN JAPONICUS 0 6' PNI aM
NORTHEAST CORNER OF BUILDING ADOINpN,
F. PROPERLY PREPARE AND INSTALL ALL PLINNNG9 IN ACCORDANCE WITH LOCA, INDUSTRY STANDARD, SY
A LICENSED LNRi)5i:APE CONTPACTOR OR NURSERITUN-MULCH. EDGE, AND PROVIDE ADEQUATE WEED CONTROL
MEASURES. PR1:AIDE OWNER MW4MC PROPER RGTRUCTIDN FOR CARE AND MAINTENANCE, AND ONE FULL
YEAR WARRANTY.
16. REPUBLIC INDUSTRIES INDICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3).
A DMINAGE EASEMENT. VARIOUS FEET IN WIDTH. DESCRIBED AS FMMD
A PART OF THE WI/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35,
T -1-H. R -13-W. MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE
NORTHEAST CORNER OF SAID 20 -ACRE TRACT; THENCE ALONG THE NORTH
BOUNDARY OF SAID 20 -ACRE TRACT N88 -42-25W 249.94 FEET TO THE
POINT OF BEGINNING;
THENCE S01 -17-41W 110.33 FEET:
THENCE S 88-42-19E 50.31 FEETTO THE CEN ERLWE OF A
RETAINING WALL;
THENCE ALONG THE CENTERLINE OF SAID RETAINING WALL
SDI -17-41W 7.00 FEET, SOB -42-19E 13.79 FEET, AND
S23-56-OOE 23.29 FEET TO A POINT ON THE NORTHERLY
RIGHT-OF-WAY OF INTERSTATE HIGHWAY 30;
THENCE ALONG SAID RIGHT-OF-WAY S66-04-OOW 104.61 FEET
TO A FOUND IRON PN;
THENCE LEAVING SAID RIGHT-OF-WAY N00 -47-58E 183.00
FEET TO A FOUND IRON PIN;
THENCE S88 -42-25E 22.19 FEET TO THE POINT OF BEGINNING,
CONTAINING 6,914.3 SQUARE FEET. MORE OR LESS, PULASKI COUNTY,
ARKANSAS.
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-%-X- 6ru soon WWII"
RT 1915
gtl�W[ WI:TPIJC MeA
DA .1aR mm
24 is 40 ED
Scale 1 " = 20'