Development Standard Details - City of CartersvilleACCEL/DECEL LANES ALSO EXCEPT INDUSTRIAL SHALL BE 16'
NOTE:
AND ESTABLISHED IN GRASS.
WmmwpMIN EAVINQ "A"STREE CLASSIFISIAT
INDUSTRIAL 60' 8" 1
22' . _
3" MINOR COLLECTOR 60' 6" LOCAL 22' 60' 6" 2" ALLEY 12' 20' 6" 2
TYPICAL STREET CROSS SECTION
. NO.
_
CLASS "A" CONCRETE BASE OR PAVEMENT WIDENING
NOTE: IN EXCAVATED AREAS WHERE D = 2'-0" OR LESS IN WIDTH BETWEEN THE EXISTING
PAVING AND NEW CURB AND GUTTER. CLASS "A" CONCRETE WILL BE PLACED IN LIEU OF THE BASE AND PAVING SPECIFIED BY THE TYPICAL SECTION.
IN EXCAVATED AREAS FROM WHERE D [8 FROM TO IN WIDTH THE
MAY PLACE CLASS "A" CONCRETE IN LIEU OF THE BASE AND PAVING
IN EXCAVATED AREAS WHERE D 18 GREATER THAN 5'~0" IN WIDTH THE DEVELOPER
SHALL PLACE BASE AND PAVING AS SPECIFIED ON THE TYPICAL SECTION.
CLASS "A" CONCRETE IS AS DEFINED BY THE GEORGIA DOT.
MAR. '96'
PUBLIC WORKS CONSTRUCTION STANDARD
HEIGHT OF DRIVER'S EYE
15mm
THE SlGHT-DISTANCE AT DEVELOPMENT ENTRANCES NEAR CREST CURVES IS DETERMINED BY THE LINE OF SIGHT AVAILABLE FROM THE
DRIVER'S EYE 3.5 FEET ABOVE THE PAVEMENT TO AN OBJECT 6 INCHES HIGH AT THE CENTERUNE OF THE ENTRANCE. THE SIGHT DISTANCE IS
MEASURED ALONG THE ROADWAY.
25 200
4-5 400
50 475
55 550
<40 M.P.H. ch = LENGTH OF'VERTICAL CURVE >40 5 = SIGHT DISTANCE
ch= A5:
A1329 INTERSECTING GRADES
TANGENT TANGENT
,
HQRIZQNTAL SIGHT DISTANCE:
THE SIGHT DISTANCE AT DEVELOPMENT ENTRANCES IS DETERMINED BY THE LINE OF SIGHT 2.0 FEET ABOVE THE ROAD SURFACE. THE SIGHT DISTANCE IS MEASURED ALONG THE EXISTING EDGE OF PAVEMENT BEGINNING AT THE CENTERUNE OF THE PROPOSED ENTRANCE AND ENDING WHERE THE PROJECTED LINE OF SIGHT INTERSECTS THE PAVEMENT. THE LINE OF SIGHT IS THE PROJECTED LINE OF VISIBIUTY BEGINNING AT THE ENTRANCE CENTERLINE AND TANGENT TO AN DESTRUCTION 2.0 FEET ABOVE THE ROAD SURFACE. EXAMPLES OF DESTRUCTIONS ARE VEGETATION. GROUND COVER. SIGNS, EXISTING
MINIMUM SPEED STOPPING SIGHT
25 160 50 200 35 250 40 325 45 400 50 4-75
55055
DEVELOPMENT
STANDARD
n
i
VERTICAL CURB
90328, 6" x TYPE 2.
2. 1/2" PREFORMED EXPANSION JOINTS WILL BE REQUIRED AT TANGENT POINTS OF RADIUS RETURNS. AT DRIVEWAYS. AND STREET INTERSECTIONS AND AT 40' INTERVALS ALONG THE CURE.
. CONSTRUCTION STAN DARD
HAW
HAVE EiGHT SPACES PLUS 1%
1
. WALKS UNINTERRUPTED. N0 STEPS, AT LEAST TWO SPACES.
4-. UP TO 400 SPACES SHALL HAVE
/L/ 2% W .
FOR HANDICAP.
4 A 13 A+8 c 0 E F 0 H A1 c1 62
ANGLE 0sz mm 11111111 1010111 059111 05001 11110111 110111 HP or 0F
cum; 0F or
0111x1110 STALL BAY _
0' 9.0 12.0 21.0 30.0 I 22.0 42.0
1151 19.1 13.0 52.1 51.2 12.7. 9.0 27.0 19.1 5.2 15.9 55.3
00' 20.1 18.0 50.1 58.2 10.4 9.0 23.2 1 1.5 2.5 1 7.3 53.0 59.5
90' 10.0 24.0 42.0 50.0 9.0 9.0 - 60.0
DATE: MAR. CITY OF
HANDICAPPED SIGN x HANDICAPPED SIGN VAN ACCESSIBLE VAN ACCESSIBLE
BACK UP CURB I
: J
NSHE;
IF CONCRETE PAVEMENT, REPLACE WITH ORIGINAL THICKNESS (MINIMUM 8"). FLUSH wnu EXISTING
PAVEMENT.
1N ASPHALT &: CONCREIE
95% COMPACTION
TYPICAL PAVEMENT REPAIR
1. PERMISSION MUST BE OBTAINED 70 OPEN CUT EXISTING ROADS.
2. ROADWAYS WILL GENERALLY BE BORED 0R TUNNELED FROM DITCH LINE T0 DITCH UNE.
3. BED AS PER APPLICABLE UTILITY SPECIHCATION.
,,.M~._.%___w.... mwmww
_DATE: '96 STANDARD
\mm: a: CD '50:
5" 525mgnu: F.H o
a V
'
NOTES:
1. THE REQUIRED DISTANCES FROM THE CURBS WILL APPLY TO UNDERGROUND UTILITIES.
. THE REQUIRED LOCATION OF UTILITIES SHALL BE MEASURED FROM THE BACK OF THE CURE. CURB & GUTl'ER MUST BE INSTALLED AFTE? SEWER BUT BEFORE ANY OTHER UTILITIES ARE INSTALLED.
L ON-L IN ALLA IN TO BE LOCATED 7' Fl'. FROM BACK OF CURB. IF JOINT TRENCHING WITH POWER. PEDESTALS ARE TO BE LOCATED IN DESIGNATED SPACE FOR POWER
4. FIRE HYDRANTS ON ROAD THRUWAYS ARE TO BE LOCATED A MlNIMUM OF 5 FT. FROM BACK OF CURB. FIRE HYDRANTS ON ARE TO BE LOCATED A MAXIMUM OF 8 ,Fl'. FROM BACK OF CURB.
.ELECTRICAL TRANSFORMERS ARE TO BE LOCATED IN LINE WITH DESIGNATED SPACE FOR POWER. STREET LIGHTS ARE TO BE LOCATED 7.5 FROM BACK OF CURB.
. REAR OF WATER METER TO BE AT PROPERTY LINE.
. SEWER SERVICE STUE T0 EXTEND 5 FT. ONTO PROPERTY.
CITY OF NOMINAL UTILITY CARTERSVILLE LOCATIONS APPROVED: 3.8.12DEPARTMENT OF
PUBLIC WORKS CONSTRUCTION STANDARD
EAST 5402 OF STREEL
2. IN CASES WHERE STREEI' CONFIGURATION REQUIRES SIDEWALK TO BE LOCATED ON THE SOUTH OR WEST SIDE OF STREET, FIRE HYDRANTS MUST BE LOCAT
_ON OPPOSITE SIDE OF STREETA
APR. '96
APR- 07SIDEWALK .
CONSTRUCTION STANDARD - '
CONTRACTION EVERY
MATERAILAEVERY 200l
NOTE: 1/2" PREMOULDED EXPANSION JOINT AT DRIVEWAYS, CURBS IETC. SIDEWALK SQUARES 1 1/2" GROOVESA
17'
THEORETICAL DENSITY.
ITYPICAL SECTION OF 5'40" SIDEWALK
NOTE: SIDEWALK TO BE CONSTRUCTED 0F CLASS CONCRETE AS DEF!NED BY THE GEORGIA DOT.
1
._ 256.
CONTRACTION JOINT SHALL BE SPACED 20' MAX. JOINTS MAYBE HAND FORMED OR TROWLED TO A DEPTH EQUAL TO 1/4 OF DITCH PAVING TH!CKNESS
PLAN VIEW
I i
W
1.
NOTE: DROP END SECTION MUST BE CONSTRUCTED BEFORE ADJACENT UPSTREAM SECTION l5 FOURED. SEE CONS'IR. JOINT IN
SECTION DROP END SECTION MAY BE OMITTED AND END SECTION OF DITCH BURIED 5' BELOW NATURAL CHANNEL WHEN APPROVED BY YHE ENGINEER.
1.
UNLESS
NOTES: ~-
.SIDE SLOPES ON PAVED BERM AND SURFACE BITCHES SHALL BE 2:1 MODIFIED ON CONS'IRUCTION OF MEET FIELD CONDITIONS.
WHEN PAVING IS PLACED IN. NORMAL ROADWAY BITCH. THE SDE WILL CONFORM TO THOSE SHOWN ON n-lE ROADWAY
TYPICAL SECTION. 2.
TOP OF, CUT SLOP
WEB3 HOLES SHALL BE OMITTED IN ALL SURFACE DITCHES OF THE WEEP HOLES SHALL BE REQUIRED (N EERM
DITCHES AND ROADWAY BITCHES WHEN PAVED. 3. SURFACE FINISHED SHALL BE FLOATED SUFFICIENTLY T0 COVER AGGREGATE WITH MORTAR. 4.
OWE PUBLIC WORKS
EXPANSDN JOINTS ARE REWIRED WHERE PAVED BITCH CONNECTS TO OTHER CONCREYE STRUCTURES.
'PAVED DITCH
conismucmN srANnAizo
COMEC'RNG FAVED DIYCHFLARED END SECW 0R . T0 EARIH CHANNELL
| I szwm (7mm. DETAIL) (mrw. emu.)
E I
, 1
APPROVED:
WmOHIEILEROgg/SHALL BE mmEXISTWG
FDR SIRELT MDT" RZDUIENENTS AND mvcum LINE WIDTH REOUIREMWS SEE DETNL 3.8.01.
MOMS THE EMIRE FRONTAOE 1'!) MIT STANDNWS. 2. FOR m REOUREMDHS GEE DEIAIL 5.8.0!"
WITHIN SUBDIVISIONS. 3. THE Erma DOE NM TD MESSENDNS
NOTES:
I.
mmmmmm.
6
MES: I. FOR SEW WIDIH REOIIREMENIS AND MYGHING
[AME WIDTH RMREHENIS SEE DEAL 343.01. EXEHNG ROAD SHALL BE mmALONG THE WIRE FRONTAGE TO MEET THESE STMDS. 2. FOR R/W REQUIREMENTS SEE DETAIL 18.01 5. ms smwum oass APPLY 1'0 wmmns
WIMN SIBDMSIONS.
(RESIDENTIAL sunmvxston)
AND MATMING ACGEEMmN/DECELLEMIONLANE "DIN REAUIEMEMS SEE DETAIL EXISTING ROAD ML BE IMPROVEDALONB WE ENTIRE FRONTAGC TO MEET THEE STANDARDS. ' -
WITHIN SUBDMSIONS.
NR STREET WIDTH
2 FOR R/W REQUIREMEMS SK DEIAIL 3301 3. THIS STAIEARD DOES NOT APPLY m MERSECIDNS
NOTES:
I.
5:: dim. 5.5.115
EQWRBIENI'S AND MATCHING mum REMEMS SEE $8.01. DESHRG ROAD S'lkLL BE IMFRDVEDALOM "1E ENTIRE FRONTAGE TO MEET 'HESE SMDARDS.
RETAIL - COHMERCIAL
WIDTH NEW
.
7
40' Ex DOWN ens. DSIRICT SE: DEWL 18:03
NOTE:
LANE WIDYH REOUHBAENE SEE DEI'NL 543.01. NSHNG ROAD BE IMPROVED
' g
l |
,
'
CONSTRUCTION STANDARD
HULI'IFAMILY ' 40'
QWNTOWN BUS. msrmcr, SEE DETAIL 3.3.05
~
2. FOR 02/?! REOUIRMNTS SEE DETAIL 5.5.01 1. THIS STANDARD DOE NOT APPLY TO WERSECTDNS
WIYHIN SUBDMSIONS. _
a' .SVILL
- ' PUBLIC WORKS
CONSTRUCTlON STANDARD
wvmwgmmvmmmawmmmmwwmmwmwmmmm 1
l EXISTING
"A: "n" .D.
-
'
CURB mo BUTTER REQUIRED ON 50' TAPERS 1r Exnsrmc STREET HAS CURB mo cm
COMMERCIAL [INDUSTRIAL DRIVEWAY DETAIL
a_naoLu .utoE
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