Full Text
ASPHALT TYPE ASPHALT TYPE COMPACTED GRADED AGGREGATE TACK COAT A PRIME COAT 17' MIN WP. > 16' MIN. SLOPE: 1 2H:1V VERTICAL CURB GUTTER NOTE: 17' OF CLEARED R/W SHALL BE DEDICATED BEHIND ACCEL/DECEL LANES ALSO EXCEPT INDUSTRIAL SHALL BE 16' NOTE: R/W SHALL BE CLEAR OF ALL UMBS. GRADED SMOOTH AND ESTABLISHED IN GRASS. MIN EAVINQ STREE CLASSIFISIAT ARTERIAL AS REQ'D 100' 4" 2" INDUSTRIAL 60' 8" 1 MAJOR COLLECTOR _ 22' . _ 3" MINOR COLLECTOR 60' 6" LOCAL 22' 60' 6" 2" ALLEY 12' 20' 6" 2 TYPICAL STREET CROSS SECTION DATE: APR. '96 _ JULY '99 TYPICAL STAN DARD . NO. CONSTRUCTION STANDARD PUBLIC WORKS ---PAGE BREAK--- E n: TYPICAL OFFSET LEFT OR RIGHT _ CITY OF (RESIDENTIAL) PUBLIC WORKS CONSTRUCTION STANDARD ---PAGE BREAK--- TYPICAL CITY OF CARTERSVILLE DEPARTMENT OF - PUBLIC WORKS 3\ DC , OFFSET LEFT ORRIGHT STANDARD (INDUSTRIAL/ EE COMMERCIAL) - CONSTRUCTION STANDARD V ---PAGE BREAK--- CURB AND CUTTER EXIST. BASE OR PAVEMENT t6" MIN. CLASS 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 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 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 CONCRETE IS AS DEFINED BY THE GEORGIA DOT. MAR. '96 ' p AVEMENT S c% WIDENING CONSTRUCTION STANDARD APP ROV D: PUBLIC WORKS ---PAGE BREAK--- MATCH EX. CROSS-SLOPE IF POSSIBLE LANDING REQUIREMENTS CITY OF LANDING STANDARD CARTERSVILLE REQUIREMENT APPROVED: DEPARTMENT OF (FOR STREET INTERSECTIONS) 3'8'05 PUBLIC WORKS CONSTRUCTION STANDARD ---PAGE BREAK--- HEIGHT OF DRIVER'S EYE HEIGHT OF OBJECT 250 EXISTING ROAD PROPOSED ENTRANCE VERTICAL PROFILE 15mm THE 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. ' MINIMUM SPEED LIMIT ' STOPPING SIGHT (M.P,H ) DISTANC Fl'. 25 200 30 200 35 250 4-0 300 4-5 400 50 475 55 550 . <40 M.P.H. ch = LENGTH OF'VERTICAL CURVE >40 5 = SIGHT DISTANCE ch= A5: A = ALGEBRAIC DIFFERENCE 0F V ch= A 1329 INTERSECTING GRADES CITY OF CARTERSVILLE DEPARTMENT OF PUBLIC WORKS SIGHT DISTANCE CONSTRUCTION STAN DARD ---PAGE BREAK--- f i E f I g EXISTING ROAD I o > 50 TANGENT TANGENT LOCATION OF EXISTING DESTRUCTIO LOCATION OF EXISTING DESTRUCTION 20 FEET ABOVE ROAD SURFACE 2.0 FEET ABOVE ROAD SURFACE , HORIZONTAL PLAN 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 4-75 550 55 DEVELOPMENT CONSTRUCTION STAN DARD CITY ' OF CARTERSVILLE DEPARTMENT OF PUBLIC WORKS STANDARD ---PAGE BREAK--- n i k i f \ LIP 0F GUTTER CUTTER LINE NORMAL CURB HEIGHT: 6 ROADWAY PAVING NORMAL EDGE OF GU'ITER GUTI'ER LINE SIDEWALK SIDEWALK VARIES NOR MAL ELEV. SIDEWALK 1/2"-1 MIN. MIN. SECTION Cg%lg PUBLIC WORKS RESIDENTIAL & DBD DRIVEWAY CONSTRUCTION STANDARD .JULY '99 APPRO D: STAN DARD N0. 3.8.08 ---PAGE BREAK--- l i I I 1 CITY OF CARTERSVILLE CURB DETAIL DEPARTMENT OF PUBLIC WORKS VERTICAL CURB NOTE: 1. VERTICAL CURB SHALL COMPLY WITH GEORGIA STANDARD 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 STANDARD N0. ---PAGE BREAK--- C A B A l f 1.11 C A B A -NOTE: 4 = 0 FOR PARALLEL PARKING HAW . MINIMUM 13' WIDE. LA 5. MORE THAN 400 SPACES SHALL HAVE EiGHT SPACES PLUS 1% 1 Z. WITHIN 200' OF ENTRANCE. . WALKS UNINTERRUPTED. N0 STEPS, AT LEAST TWO SPACES. UP TO 400 SPACES SHALL HAVE 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 WASTE or or CF of 0111x1110 STALL BAY _ STALL 511110: ovmmc 5m AREA AREA 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 . 96 STANDARD CARTERSVILLE PARKING DEPARTMENT OF PUBLIC WORKS CONSTR UCTION STANDARD ---PAGE BREAK--- HANDICAPPED SIGN x HANDICAPPED SIGN VAN ACCESSIBLE VAN ACCESSIBLE BACK UP CURB I FACE BF CURB . CUNCRE TE 6, 4' WIDE NPAINTED I STRIPES CURB & GUTIER UR MUNDLITHIC CURB & WALK 24.0' . HANDICAPPED RAM3 AND 1 . VAN ACCESSIBLE HANDICAPPED PARKING . CITY OF > ' : ' STANDARD OF F STREET , PUBLIC WORKS CONSTRUCTION STANDARD ---PAGE BREAK--- E . HANDICAPPED SIGN . HANDICAPPED SIGN ; 5.0' ~ 5.01 1 ; BACK UP cuanr T FACE IJF CURB : J S_IP RESIST? RAMP , qu . CURB & GUTTER E 4' WIDE UR NPAINTED l MUNDLITHIC CURE & WALK PARKING STRIPES E E V 22.0' - HANDICAPPED RAMP AND- ! NBN-VAN HANDICAPPED PARKING I ' * l I I CITY OF . . PARKIN G PUBUC WORKS CONSTRUCTION STANDARD ---PAGE BREAK--- NSHE; IF CONCRETE PAVEMENT, REPLACE WITH ORIGINAL THICKNESS (MINIMUM FLUSH wnu EXISTING PAVEMENT. 1 1/2" ASPHALTIC CONC. TYPE ASPHALT PAVEMENT MIN 3000 P.S.l. CONC. 9" THICK 1N ASPHALT CONCREIE PAVEMENT AREA. D = NOM. DIA. OF PIPE 95% COMPACTION SEE NOTE 3 NOTE: PERMIT REQUIRED FOR ALL STREET CUTS TYPICAL PAVEMENT REPAIR MES: 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. _DATE: '96 STANDARD . 5.8.11 CITY OF CARTERSVILLE DEPARTMENT OF PUBLIC WORKS .TYPICAL STREET CUT REPAIR CONSTRUCTION STANDARD ---PAGE BREAK--- 3\ 05V E .4 a LL: 3 .4 e u: 3 m m E 0 U 8 \ \ \ mm: a: CD '50: 5" 525m gnu: F.H o I E Q I ' '5 3 Ewe g a V MINIMUM SEWER COVER AS PER ' SPECIFICATIONS SEWER STUB OUT (MIN. 1% SLOPE) SHOULDER CROSS SECTION 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: 3.8.12 DEPARTMENT OF PUBLIC WORKS CONSTRUCTION STANDARD ---PAGE BREAK--- mason 89m BSEEOE m5 . uzoEEE V .5 Gem meaxzkaomv E23 E38 STANDARD DATE: APR. '96 APPROVED: UTILITY LO CATIONS CONSTRUCTION STANDARD DEPARTMENT OF PUBLIC WORKS CITY OF CARTERSVILLE ---PAGE BREAK--- \ SOUTH 0R WEST SIDE CITY OF CARTERSVILLE DEPARTMENT OF . PUBLIC WORKS CROSS SECTION m 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- 07 SIDEWALK . LO CATI 0 N APPROVED: CONSTRUCTION STANDARD - ' Y OR EAST SIDE R/w STANDARD VNO. ' 3.8.14 ---PAGE BREAK--- 4. m =5/4" DEEP SAW cur FOR CONTRACTION EVERY :h1/2" EXPANSION JOINT P AN MATERAILAEVERY 200l NOTE: 1/2" PREMOULDED EXPANSION JOINT AT DRIVEWAYS, CURBS IETC. SIDEWALK SQUARES 1 1/2" GROOVESA 17' SLOPE_1/_g4 _ 5 4, + + + + + IE" . ...naliqx- \COMPACTED To 95% 0F MAX. THEORETICAL DENSITY. ITYPICAL SECTION OF 5'40" SIDEWALK NOTE: SIDEWALK TO BE CONSTRUCTED 0F CLASS CONCRETE AS DEF!NED BY THE GEORGIA DOT. 1 STANDARD N0. 5.8.15 n. . APPRO ED: SVIDEWALK CONSTRUCIION STANDARD m mumsvm. PUBLIC WORKS ---PAGE BREAK--- < u .uuko EE_HE . E nu ma E 528 .mm m . 35m E F 5 m 3% mummnq.. WWW? m y w Jiuumm 5539 E Enigma mm _ ammo rt; I um Emma. 2 2E 28 E W . $933.95.. H 5i? 6 5.6. ~35! biwtal z 5.5. 55. g 5.5. xi.) < . k x. 53E . mm . ax, . . .i s . l! s g :5 2.5: "2:55 . \ Ia , xv 325 5:11.. i 1 a S g 5 ; E u. in; . m s e. :3 . . . _ \ m a44n guZuu H.551.. .533 nxm macs:- .3sz 225: E65.. 5! 5mm 1:235: . FM? _ 3E5 Wm 1a... 518: 2 ac: "5n ---PAGE BREAK--- 2on 8 333% ==an mg n . 6.2.1.2: 253: E 35 :33 an. r {In Zn Jun m o H .w .m a . . . . nutuuuun msu .2 :25. mg. m a _ . J 5.335 bsimwv: :13; nagsu .v I m _ 2: u! .52 .5 Mann 5 .quu 2 E53. a .53. < 2:7: m I . z 4. Eu: 433% .8 n q EEEE: H 424... . = magamma g u e: b .535 a 5:3 .2 25.8 H" 5: 5: l S .ei 2 "i=2 3.3.1.. H5. a Es. gig? 1 z: ..sssE x . .2 : 2.5.5: Ex. .55 :L i 3; s ii :5 .5 rs. 1. E: x. . i. a .5 a #in , , . 5 .1 EEER ea. : I .2525 .5 22.an ll x III m : Ilin g n s u 5 u v . . u . . L = .345 .3 gm :95 2:822.. 5 5 7:5 35 . : 351$ . .34: .2 mum. . 5: .W . .a E H! a . x . 5: E u :35 .a 5593 111 1 III .5595an Stigma .6 42:3 .NEU .39. 3 9:5. 2 3..ch Bi; a 5 .g E ._;an . .nEEEEH mi .5 33% fa 155mm 5. I. . intl. liar"... urll. e 32.3 E EEEEm . u . 32?. m .x E an 3.2.3. :53; E Esau h. :55 E. ---PAGE BREAK--- m m _ . _ o .mM m "DB as... 3 m 2 EZISBEV Bu $53 m Eumuzaum m. J_<.ua w nuul um:- um mm mm- mm mm: nun 553 E 5; .E Suzhagua :sEi.. 5. .5 i223. nun... s 5.3:. v. 1242.. .v 5.5 :5 :52. 5 . rig. a. 5n 3:3 :55 26a. 2. iwmwaslg a .2:E<.E.SE 32... 5.5355. 5 e M. 94. En g; . .52. : bis. : .5 u: 5...sz 2.5433 Ens. .55.. . . . i=5 a ass 5.3. = :35 x gig . .a E: .2 us. .25: .e a a E a: E: .2 ac: 3 553 .2 5w. V r A. .z s <9 .e : 3.1.25.1. w n u ( :5 E a . Eran Eu; dumwwm a 2E5 ix... .52. .E ylkb ---PAGE BREAK--- duznjd 2. Ac: m: 48:53 nz mmu>umm E. Hum.. 455: g x Musmzm 022.3: mi :53 543.509 .mwsuh Zuuxbum E. .532! E. uxu E Sac an :EEE www.ummzwumuwWE DE n E um .35. uxu Z 19: .m d E. 55 Etc .5 b4 Zuzu < mu uz] n55 uzp 2:02 OGDOOQOOOO wil}. a, Q my vxmo Lag At: ounc: Hwy .w .73 d HHV : a E: .2 m .HXLKam 932mg .2 'n uE an E: .3555 zc mu 0: EMS. ugh: Ln zuCuUME mm .356. mean x u: HG uzu uuxuzn 3. ma 3:35 ( 25 .wv :05 NS L .5 5 23.5: < :24 vs 1 20 mugnm c .kuhzuzzn umcn uEHEE c u: 2 ad .a 5E3: < mi: .35 3:3 52qu .MZUE. :35th < tuba i=2 9v 8: cm: Muzui m E. w w" uz: HE. Emma: unau us. ~53. Ow Huhag .32; mo mun... zzmAum .E mi. E: wuzuf vm Jana u: 945 an :55 Ha. mm .353 v: 5a a 2* u u urn E 55; an _ _.I.ll zupxu .ESbukua GE w mum: F3528 6251.; UN." wsua u .nuhtgw USE =3 1.35 MT: 2. nuabdzfua 4.21m musmai HE. Lu .rmnu Ht. . $4 Etta Eu x133; nz ummzx Quick uzuhw;u n5. MEaJE . 5 5 E: k mtg. 5g n55 may 2.25.an Em Em qum Um. nwnu mi. .3525: um... un 11 RI W 769 :09 I , 1 I l ; I 1 I , r-s'uu SECTION SECTION z ' ' . ' ATE: ' i pAVED STANDARD DITCH 3 8N:.7b CONSTRUCTION STANDARD APPROVED: PUBLIC WORKS ---PAGE BREAK--- .V . 9.53 ha EuEm ozgu 1! III . . . 2.0: Ba 9525 3 Tuna amssm In 8x Wm OHIEILE ROgg/SHALL BE mm EXISTWG FDR SIRELT MDT" RZDUIENENTS AND mvcum LINE WIDTH REOUIREMWS SEE DETNL 3.8.01. MOMS THE EMIRE FRONTAOE MIT 2. FOR m REOUREMDHS GEE DEIAIL 5.8.0!" WITHIN SUBDIVISIONS. 3. THE Erma DOE NM TD MESSENDNS NOTES: I. ENTRANCE (RESIDENTIAL SUBDIVISION) APPROVED: (LESS THAN 20 LOTS) CONSTRUCTION STANDARD ---PAGE BREAK--- mmm. 6 EDGE OF PAVING D U _ EXISHN REnmREo REQUIRED CURB a CUTIER (VERTICA EXISTING SIREE? REQUIRED + I SWIM Y MES: I. FOR SEW WIDIH REOIIREMENIS AND MYGHING [AME WIDTH RMREHENIS SEE DEAL 343.01. EXEHNG ROAD SHALL BE mm ALONG THE WIRE FRONTAGE TO MEET THESE 2. FOR R/W REQUIREMENTS SEE DETAIL 18.01 5. ms smwum oass APPLY 1'0 WIMN SIBDMSIONS. ENTRANCE (RESIDENTIAL SUBDIVISION) (20- - goo ms) ' CONSTRUCTION STANDARD JULY '99 APPROVED: STANDARD N0. 3.8.19 ---PAGE BREAK--- A 92.5 .6 5E." EN. 1 31 . z. Elm: SEEM 96.55 a go 550% 1/5}. 333% E N TRAN CE (om: 200 LOTS) CONSTRUCTION STANDARD (RESIDENTIAL AND MATMING ACGEEMmN/DECELLEMION LANE "DIN REAUIEMEMS SEE DETAIL EXISTING ROAD ML BE IMPROVED ALONB WE ENTIRE FRONTAGC TO MEET THEE STANDARDS. ' - WITHIN SUBDMSIONS. NR STREET WIDTH 2 FOR R/W REQUIREMEMS SK DEIAIL 3301 3. THIS STAIEARD DOES NOT APPLY m MERSECIDNS NOTES: I. ---PAGE BREAK--- STANDARD NO. APPROVE I: 952.53 K2150 um ago 141$. Bmsauz MAR. JULY '99 w _ _ _ m _ M woescus'mmu ENTRANCE (COM./IND. SUBDIVISION) CONSTRUCTION STANDARD , dim. 5.5.115 EQWRBIENI'S AND MATCHING mum REMEMS SEE $8.01. DESHRG ROAD S'lkLL BE ALOM "1E ENTIRE FRONTAGE TO MEET 'HESE SMDARDS. RETAIL - COHMERCIAL DOWNTOWN BUS. DISTRICT 2. FOR REQUIREMENYS SEE DETAIL 5AA)! WIDTH NEW FOR STREET WIDTH R 5. THIS STANDARD DOES NOT APPLY TO MERSECIIONS mu SUBDMSIONS. . NDIFs: ---PAGE BREAK--- A 0R nmvaw _ 51% lg Imam; 50. IP.BE'ALEX. _ . 50. zmwn 0R use Moms , 7 " HEAVY mnusmw. 75' - comment; 40' D, 40' Ex DOWN ens. DSIRICT SE: DEWL 18:03 NOTE: 1. FOR STREET IWDl'H AND _ LANE WIDYH REOUHBAENE SEE DEI'NL 543.01. ROAD BE IMPROVED ' g l I ALONG THE ENME FRONTAGE 70 um THESE SMNDARDS. FOR R/W_REW1REMENIS SEE DEINL SMI 3. ms Does not APPLY m MERSEcmms wnmm SUBDMSIUNS. , ' MAR- '95 ENTRANCE (coqun/ur DEVELOPMENT) _ , 3 8 22 (MINOR common) CONSTRUCTION STANDARD _ ---PAGE BREAK--- E OF PAang \uxmugm BELT); L5. 'R/w\ BUN. 3m RED '19. 5 smasr a E_ PRaFusa: STRELOR mivawnv ROVEMENVL m1; 1 I 5 ZONING OR USE . RADIUS HEKW 75 RETAIL wMMEKOIAL 40' HULI'IFAMILY ' 40' QWNTOWN BUS. SEE DETAIL 3.3.05 I. ran 5mm worn mu moms AmzLERAnDN/bacmmmu um: wmn-r ammums sac nEmL 5.8.01. nusrmn Rom saw. a: IMPROVED . none 1x: ENTIRE mum: to user mes: srmmans, A ~ 2. FOR 02/?! SEE DETAIL 5.5.01 1. THIS STANDARD DOE NOT APPLY TO WIYHIN SUBDMSIONS. _ ' --ATE: -MAR. '95 . ENTRANCE DEVELOPMENT) (MAJOR couscron on ARTERIAL) a' .SVILL - ' PUBLIC WORKS CONSTRUCTlON STANDARD ---PAGE BREAK--- 1 I .I FUTURE R/W QUIRED CURB 8c GUTTER (VERTICAL) l EXISTING i EXISTING STREET 2 7WE. EX! NG st : MET I ARTERlAL 25: 243+ 50' 40' 20:4- MAJOR COLLECTOR 20' 24: 4-O'+ 50' 40' . 20' MINOR COLLECTOR 15 24 50' 40' - . LOCAL , 20' 40' 20' _ 15 Nona: 1. ' CURB mo BUTTER REQUIRED ON 50' TAPERS 1r STREET HAS CURB mo cm COMMERCIAL [INDUSTRIAL DRIVEWAY DETAIL AT : '04 - ml- 3mm APPROVED: 3.8. 24 ECE COMMERCIAL/ ~ INDUSTRIAL DRIVEWAY DETAIL , CONSTRUCTION STANDARD PUBLIC WORKS ---PAGE BREAK--- . . . . a. . 2% 23,3 CHAIN LINK FENCE, CORNER POST 8c GATE CITY OF CARTERSVILLE S L nay 11 TA IT SE D DEPARTMENT OF PUBLIC WORKS ---PAGE BREAK--- M + H.525 gog Odgm ZDFAEOMWQ . Hz ZOF<>mjm 02: >39 . v .mwocx25 gm 5E .oEEoSE A95 .698 a N \3 I LEE 9508 380:8 =9 non mecou imd coon T I H. T 23 20: :3 net I/G 0990 30m mcEm I\ a_aaaowwkl Ego k 3 RI . .EE 3583.0 Ambv Bum @526 w:o:$c00 :53 QT; 53 Econ mt. _ w _ _ .52 mocEamE .NF 00 33 3E .95 wEu=B 30% En 4 O qDIS 'ouoo 0 mom ---PAGE BREAK--- mmDmOAUZN zukmmsa . zopmaomun Him 23 .633 mnoazcg IN \3 wcsoa Biocou .w 9.on \=0x: w :w I am SE ! @53859 Lama: .53: 32m 329.80 n. coon . 1/ 23 En 26.6 35m 53:3 .v yo .55. 0029520 d_E .NF .3 xlal _ gnaw; QIN w z . . . . Eown mt, 42.er Qm ucu Eggs; .otoE =msm 38 $9.98 BmEEoo 023k. LutoE,.m\n .ucon @555. c. bgmuE 82a .oRno E9. 85.888 c. .m .o 2 33 2. L35.. .m ..mn_ com; .8 ozmmEQEo u. .omlo Em< 8 _uE._oc 3 2:5 ?:omuz 332.00 30:0: .66 an 9:29.33 .3 mmzb 3 .5233: .n .85 m.uu.tm> x.m c. .2353; 2.0 PBS on. yo: 2 .28 .35.? a a:las. .oc moon 33% u t .n on c. on. ..u:w uco _._mu bcoqu gm .uoz.o> .00 26.5 .583 on :93 mc.83_._.m. .w .{oz .983.. ungem actzu .CV vo+N cn.auom .0m: 5 EEuoam mu vuino 2. =05 $582.30. cozuabmzo Ea 22:28 .228 i .338 .82.. 38 5.8.5 35288 c. 3 =23 EcomuE .3 235:.. v5 cozoabmcou ZOPODszo .33: 9.0qu 33 4.033548 39.2.8 :2 5 gout eolh 332E. i2? 058. 6.20:8 5.3 uw . EE_on 03a Boum 53.5% :0 .59: Elk 93.5.. S .32 .u 2. o. 3.03.8 @562. =8 4.8 f .013 .6 6:0. go _.v\n a 023.3. :23? 2. duo. .8 220:8 am 22. 3.3.5 .53. 3% no. 32 =8 5% gu> memo E. 8:3 namemu: 3 33 9.6 an v_nuoznno Lu". 3:39: vco umoa uzu mBoov .38 33" nw~_:u>_om .3255 .55 :o uwacaoElmmcE 6.32 gme .35 coacozum c. 32m 33m .233 uvnEuZum LuamEozo .EE 3 uwvubmco wu.. 3T; 3.3 E628 3 2.8252 .me coon 0.53 32:. 2.6. magi.. :m 5.2 6.5.35.. 9% Eumozoo Luna. msosczcou IN\: 32050 8228. E 6:22.. cacao 33.6% .0 PE .35 an ace. mo 2:3 2: 03:. on :8 $3.635 .ol.m 3 622.3 33055 3: mo 2sz 9.5 ho cozuabmco 05 c. nun... $05 E3323 3 now: 2253a: x003 320:3 *0 3.2528 ucu bib "cozugmco 302 mi; 3