HomeMy WebLinkAbout014 C202.pdfgullomi Illimum-
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INSTALL SAFETY RAIL
ALONG TOP OF WALL
CAP TO MATCH
nCrIADA-MIC Of APE/
FHQNJ OF ]HE BUILUINU
CONCRETE SLAB - SEE PLAN
SLOPE 1/4'/FT. AWAY FROM WALL
A
A
A A, A
A
A
2 #4 BARS
#4 BARS 0 16--
BACKFILL WITH SUITABLE
MATERIAL TO OBTAIN 95%
S BARS
COMPACTION.
#4 @ 32"
12" CMU BLOCK
CON11NUOUS POCKET OF CLEAN
GROUT SOLID
COURSE GRAVEL W/ FILTER
FABRIC. HARDWARE CLOTH
CENTERED BEHIND WEEP HOLE
BAR SPLICE 40 BAR
H=4' MAX DIA. MIN.
4*" PERFORATED PIPE DRAIN
W/FILTER SOCK
j
(OPTIONAL)
�ry 'r,
2" PVC WEEP HOLE
7' NO ES:__
y 1. CONCRETE & GROUT STRENGTH 3,600 PSI
010' MIN (TYP). SECURE
12"X12" GALVANIZED WIRE
-V
2. STEEL REINFORCING STRENGTH 60,000 PSI
MESH AT BACK FACE OF
WALL
3. ALLOWABLE SOIL BEARING STRENGTH = 2,000 PSF
12#p
4. GROUT ALL CMU CELLS SOLID
12"
77
5. PIPE UNDER -DRAINS CAN BE USED BEHIND WALL
-61p
INSTEAD OF WEEP HOLES IF ABLE TO MAINTAIN
12"
POSITIVE FLOW TO DAYLIGHT. ENCASED IN 1'X3'
GRAVEL W/ FILTER FABRIC (TYP.)
3"
.4 6. BAR LAPS- 40 BAR DIA. MIN.
I
1 2ps
- . ,
, 6 .
1/2" RAID. ON
ALL EDGES
SEE PLANS BUILDING SIDE
(RIGID STRUCTURE)
3600 PSI CONCRETE
1-/4"-/FT.
6" TYP.
4
\-6" SUBGRADE SCARIFIED & - 6" MIN.
COMPACTED TO A MINIMUM 95% STD.
PROCTOR DENSITY (ASTM D 698)
WITHIN -1% TO +3%.
NOTES:
1. CONCRFIF SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3600 PSI AT 28 DAYS,
2� SURFACE SHALL BE ROUGH NON-SKID TYPF. STIFF BROOM
FINISH PFRPENDICULAR TO TRAFFIC FLOW.
3� ALL SIDEWALKS SHALL HAVE CROSS --SLOPE OF 1 /4" PER
FOOT TO DRAIN TOWARDS STREET OR AWAY FROM
BUILDINGS.
4� CONTROL JOINTS SHALL BE PLACED AT INTERVALS EQUAL
TO THE WIDTH OF THE WALK UNLESS 01-HERWISE DIRECTED
BY THE ENGINEER, HAND TROWEL SCORE JOINT 1/2" X 1"
DEEP, TOOLED JOINTS TO EXTNFD FULL WIDTH OF
SIDEWALK.
5. CONSTRUCTION JOINTS SHALL BE INSTALLED A DISTANCE
NO GREATER THAN 100'. INSTALL 3 30" #4 BAR DOWELS
WITHIN FORMED JOINTS FOR EVERY 5'--01" WIDTH OF
SIDEWALK.
6� INSTALL 1/2" EXPANSION JOINT AGAINS-1- ALL RIGID
STRUCTURES (SEALED). EXPANSION jOl,-",IT SHALL BE 1/2"
THICK PIFCF OF BITUMINOUS FIBER OR OTHER MATERIAL
APPROVED BY ENGINEER.
TYPICA SIDEWALK SECTION
WIN
.0, 7
N.T.S,
MASONRY ENCLOSURE
SHALL MATCH THE ANIMAL
SHELTER'S GROUND LEVEL
SPLIT -FACED DECORATIVE
CMU VENEER. WALL
HEIGHT SHALL BE 7-4" ±
A.F.F.
w w . , I . . . I . H BARS MAINIAIN J ULLAM %�VVr_M rkJM AL-L Mr_llXrVRkANu N.T,S, SLOPE PAD TO
4 #5 0 16" BARS IN CONCRETE FOOTING. DRAIN OUT THE
#4 BARS (TYP.) 8. CONTACT ENGINEER IF HEIGHT (H) IS GREATER FRONT.
T BARS 3#-611 THAN 4' OF IF THERE IS A SURCHARGE TO BE
#5 0 16" PLACED NEXT TO THE WALL. MINIMUM 10' X 10'-
BLOCK RETAINING WALL ADJACENT TO CREMATORY PADDOCK 1/8" RADII (TYP.) INSIDE CLEARANCE
N.T.S. DUMPSTER PAD SHALL BE PLACED WITH A
CONCRETE HAVING A MIN. COMPRESSIVE
STRENGTH OF 5,000 PSI AT 28 DAYS AND 6%
A B c 1" MIN DEPTH CUT OR ENTRAINED AIR OVER 4" THICKNESS OF
SAWCUT OR STRIPABLE 1/40FSLAB DEPTH CRUSHED AGGREGATE BASE COURSE (ABC)
CONTROL JOINT AS REQUIRED. COMPACTED TO 100% STANDARD PROCTOR,
FILL W/ JOINT SEALER MAXIMUM DRY DENSITY (ASTM D698).
n- COMPACT SUBGRADE TO A MINIMUM 95% STD.
PROCTOR DENSITY (ASTM D 698) WITHIN -1%
TO + 3%.
A p rr)klrP[=Tl= rr)KITPAr.TIr)I`\I/rr)I`\ITPr) lr)INIT nFTAI
ON ALL
SIDES
a ".Tv
Lo
0)
)F WALL
1, ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE S-IRENGTH.
2. TYPE OF PIPE TO BE USED IS 1-5/8- MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2- FILLET WELD AT ALL JOINTS.
4-, AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
TYPICAL SAFETY RAIL
N.T.S.
PLAN
NT$
TYPE "BELOW GRADE
,--10' MIN.
A
-10 MIL
PLASTIC LINING
10 MIL
PLASTIC LINING
B---------
STAKE v
WOOD FRAME SECURELY
t TIRE
FASTENED AROUND "N'
PERIMETE,ER IMTH TWO STAKES
10 MIL
PLAS-flC LINING
TWO-STACKED��_ PLAN _B_
2 X 12 ROUGH NTS NTS
WOOD FRAME TYPE "ABOVE GRADE"
w
TEMPORARY CONCRETE WASHOUT FACILIT
N.T.&
PROP. 12' X 18' DUMPSTER
V-0, PAD WITH 8" THICK CONC.
SLAB W/6xPj 8/8 W.W.F. ON
4" STONE BASE W1 TURN
DOWN FTG. AROUND CONC.
rA .11 r_ APRON.
THIS SIGN REQUIRED ONLY
AT VAN ACCESSIBLE SPACES
RESERVED'
PARK�NG (1 IN 8 OR MIN, OF 1)
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-.q- <
8' TALL MIN. HEAVY DUTY
GALVANIZED U-CHANNEL POSTS,
2 LBS/FT, IN WEIGHT
(o n oc) CL COLORS
LEGEND AND BORDER -- GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
�TO GRADE
TYPICAL HANDICAP SIGN DETAIL
NOT TO SCALE
rCLE A N Ot J T
i'
COVER IN
CENTER OF
PAD
CAST IRON CLEANOUT
WITH COVER OR
APPROVED EQUAL
FINISHED GRADE OR
PAVING
4" EXTENSION
U.N.O� ON PLAN
!==Ill�
,--i
00
TOP VIEW -CONCRETE PAD
,.",,,,-l8'!xl8"x4" THICK
\11, CONCRETE PAD
0
_-���CONCRETE OR CONCRETE BLOCK
FOR SANITARY SEWER LATERALS
NOTES.
1. SEE PLAN FOR LATERAL PIPE SIZE.
2, LATERAL SHALL BE SCH 40 PVC OR D.I. PIPE.
3. USE TEE/WYES FOR PVC PIPE.
4. IF DEPTH IS GREATER THAN 12', ENTIRE PIPE LATERAL SHALL BE D.I.P.
5. SANITARY SEWER LATERALS MUST HAVE 3' MIN. COVER.
& FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.
7. TRENCH CLEAR DISTANCE NOT LESS THAN 6" OR MORE THAN 12" EACH SIDE.
INITIAL, BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED, INITIAL
BACKRLL SHALL CONTAIN NO MATERIAL OVER 1-1/2" IN DIAMETER, FROZEN
LUMPS, OR DEBRIS.
9� BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY,
STORM OR SANITARY LATERAL AND CLEANOUT DETAIL
Im-1
Z
N N
r
X
ME 0 Lei I
fill
A
l'-O" x 2'-0" 3,600 PSI CONC.
FOOTING W/3 #5 BARS CON11NUOUS
AND #3 TIES 0 32" O.C. PROVIDE
1' MINIMUM COVER OVER FOOTING.
SOIL BEARING CAPACITY SHALL BE
2 000 PSF MINIMUM.
D U M P S TE R
.
FIR OM THE STRUCTURE AT V PER FOOT TO ALLOW FOR ADEQUATE DRAINAGE U.N.O.
RLINF SPI 1 F F ACED !"'MU BLOCK
FILLED SC)LID WITH MIIN� _31,600 PSI
ii. ACCESSIBLE PARKING SPACES AND ACCESS AISLES MAY HAVE A Y4 INCH PER FOOT
CONCRETE PROVIDE- HORIZONTAL JOINT
MAXIMUM SLOPE IN ALL DIRECTIONS FOR DRAINAGE. THE CONTRACTOR IS RESPONSIBLE
FOR CONSTRUCTING ACCESSIBLE PARKING, AISLES, SIDEWALKS AND RAMPS IN
RLINFORCEMENT 4 16" O.C. AND #5
ACCORDANCE WITH THE NC ACCESSIBILITY CODE OR CURRENT FEDERAL ACCESSIBILITY
V -FICAL BARS @ 32 " O,r,
E R - TO 6 0" A.F 1
CODE.
INS -FALL SPLlT--FA(_1[._i-, CMIJ CAP,
12. CONTACT NEWTON PUBLIC UTILITIES DEPARTMENT FOR NOTIFICATION AND UTILITY
LOCATE 72 HOURS PRIOR TO BEGINNING U11LITY WORK.
SHOULD BE INSTALLED 4'
APART AND 1' FROM ADJACENT
13. HANDICAP SYMBOLS SHALL NOT BE PAINTED ON ASPHALT PER NCAC PAGE 38
SCREENING MATERIALS TYP.
GENERAL NOTE # 2. THE HANDICAP SYMBOLS ARE SHOWN FOR LOCATION PURPOSES
r
ONLY. SIGNS ARE TO BE PLACED TO INDICATE ACCESSIBLE PARKING SPACES.
"NO
4" MIN. 0 GALV. STEEL POSTS ANCHORED
14. ALL FIRE LANES AND ACCESS ROADS MUST BE MARKED WITH SIGNS INDICATING
MIN. 3' BELOW SLAB (SEE CHAIN LINK
PARKING FIRE LANE". SIGNS SHALL MEASURE 12 INCH BY 18 INCH AND HAVE RED
7 FENCE DETAIL FOR FOOTING DETAILS)
LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS MUST BE METAL CONSTRUCTION
W/4- HEAVY DUTY HINGES AND CAP.
ONLY. SIGNS SHALL BE MOUNTED AT A MINIMUM HEIGHT OF FOUR FEET TO THE
MAXIMUM OF SEVEN FEET. SIGNS SHALL BE PLACED ALONG THE FIRE LANE AT
INTERVALS NOT TO EXCEED 50 FEET AND AS DESIGNATED BY THE FIRE CODE OFFICIAL.
PROP. 6'-0" MIN. HEIGHT CHAIN LINK
GATE. GATES SHALL HAVE GALV. HASP
15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
wAOCK (HANDLES) AND DROP ROD.
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF NCDOT AND THE CITY
OF NEWTON. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE
-INSTALL WINGED PVC PRIVACY SLATS. MIN.
INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE ROAD
'\--PERIM�_TER TURN
HEIGHT SHALL BE 6', WINGED PVC SLATS
OWNER. ALL EXISTING PAVED SURFACES SHALL BE PROTECTED FROM TRACK EQUIPMENT
BY HOOVER FENCE CO. OR APPROVED
AND OTHER CONSTRUCTION OPERATIONS. PROTECTIVE BARRIERS SHALL BE UTILIZED AND
DOWN-
EQUAL. VERIFY PRODUCT AND COLOR WITH
APPROVED BY THE ROAD OVIER. EXISTING ROADS SHALL MAINTAIN CLEAR OF DEBRIS
ARCHITECT PRIOR TO PURCHASE AND
AND SHALL BE CLEANED UP PROPERLY AFTER CONSTRUCTION.
DUMPSTER DETAIL
INSTALLATION.
N,T,S.
UTILITY NOTES
1. ALL MATERIALS AND CONSTRUCTION OF WATER AND SANITARY SEWER LINES SHALL BE IN
5" DIAMETER 1/2"
ACCORDANCE WITH THE LATEST CITY OF NEWTON LAND DEVELOPMENT DESIGN AND CONSTRUCTION
" I PE, F-i'LLED W/CONC.
STANDARDS.
3OLLARDS SHALL BE
#4BARS
:1ANTEE", YELLOW.
F 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN
ACCORDANCE WITH CITY STANDARDS, NORTH CAROLINA STATE LAW, AND O.S.H.A. STANDARDS FOR ALL
ADJACENT PAVING
X_ 8 X-X--7----x
EXCAVATION
OF MORE THAN FIVE FEET.
3. THE LOCATION OF ALL UTILITIES LOCATED ON THESE PLANS ARE TAKEN FROM RECORD ENGINEERING
PLANS AND
SURVEYS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE
DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN
WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.
CONCRETE FOOT11',10�
4. WATER & SANITARY SEWER LINES SHALL BE INSTALLED AS SHOWN ON PLANS. THE 12" WATEA"
MAIN TO SERVE THE ANIMAL SHELTER SHALL BE INSTALLED UNDER SEPARATE CONTRACT. LINE WORK
IS SHOWN FOR REFERENCE ONLY, FOR DETAILED CONSTRUCTION DOCUMENTS SEE PLANS PREPARED BY
ATRIAX, PLLC. ALL WORK FOR WATER SERVICE LINE AND AND SERVICE CONNECTION TO BE INSTALLED
UNDER THIS CONTRACT. SEE PLANS HEREIN FOR LENGTH OF SANITARY SEWER LATERAL TO BE
INSTALLED,
5. WHEN P.V.C. PIPE IS USED FOR WATER MAINS, WATER SERVICE LINES AND SANITARY SEWER
I
LATERALS A NO. 1 UNSHIELDED COPPER WIRE OR AN APPROVED METALLIZED FOIL CORE TAPE IS TO
BE INSTALLED WITH THE PIPE.
TO PROTECT ALI PUBLIC AND FRANCHISE
roLIRRf NT SET OF C01VS'7Rt1C77CW DOC��75� S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
i SEf-ORE CVA�57RUC776W COMAIE UTILITIES IN THE CONSTRUCTION OF THIS PROjEACT.
I A
A
W011:11,1116 "Wip
/r SHAL-1 LRE TRE CONTRACTOR5' RLSPON-51BItITY
To CON TA C 7- 7�� Cl VIL ENGINEER TO INSURE 7�01 7-
8. BACKFILL FOR UTILITY LINES, PAVEMENT CUTS AND PAVEMENT REPLACEMENT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE 01-Y OF NEWTON LAND DEVELOPMENT DESIGN STANDARDS.