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,� I I I ''I '. . I I I � . I Custoin Soft ReEicurce .1 Reoo!t I I - , "
STAKING AND STRIPING NOTES: TRAFFIC CONTROL NOTES: I I . I ADDITIONAL NOTES I . ,� Custorn Soil Resource Report I I
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1� ALL INSTALLATION MATERIALS AND METHODS SHALL COMPLY WITH GDOT I I 11 1�1 I I 1 1: ''. - � I 0 1 i I I I I I a �
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, I I ANY EXISTING SIGNS SHALL BE RELOCATED OR REPLACED IF THEY ARE MAPLEGEND � I MAP INFORMATION i a I I .
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AND /OR MILTON SPECIFICATIONS AND DETAILS FOR PAVEMENT MARKING I I , CONTRACTOR TO ,FOLLOW GDOT STDS 9100,9102 AND 9107 FOR I IN THE WIDENING AREA. � : I 74�410 7455W 711511P3 7-1.11m) 1 1 1
1 1 1 � I I ' � I A ... of intuest fA01) - i:�,l A- N,a sci: s ,!, that ,=p,j.s, to-A01 . =p;s'A at : 745TIO 7456CO � . �
INSTALLATIONS. I ! . CONSTRUCTION, SIGNING, MARKING, AND TRAFFIC CONTROL. i t ttt : � i !
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I I 1.1� . - I 0 THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH I S. it, I ,'. I �_______ -------. - 1 1 ,."":V I
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1 2. REDUCETHE SPEED LIMIT IN THE i I I SQ'i Mrip U,�t P.,Yto,,� 1 'Aiero,119: S�li M..P 'j P11 b� 1,3i�d at if,it:: -1ai;.. . V.1. �:: ::: I
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2. ALL PAVEMENT MARKINGS ARE TO BE THERMOPLASTIC UNLESS NOTED I 11 I ,CONSTRUCTION ZONE PER GDOT STD 91 00, i _11- , I
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' � � THE REQUIREMENTS OF APPLICABLE REGULATIONS OF THE ; � .11 S�ii to", tu,la 1,;', I 1; E1!f,,ije,:',W,p, b.,yo,j tf�, ,: , ; i q ,t.,i : �,
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OTHERWISE. 50 OF GA STANDARD SPECIFICATIONS ! "11,1,P It�l,�,t��",,�,,�Oi!��)��tt,�,d,t�:i,fjl.,.�f�:"��r,d���,�;.Cy.'I -it 1
9102, 91107,_AND SECTION I , u';t I. -If, - i,.,;f:, s, ! 1 N I
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I "I i I I - 11 . I I I I I OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ALL i sip�,iitsftl�tp .- �,AIJ,%,F, I Veit - � I
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� 3, RAISE I GRADE , D SHOULDER SIMULTANEOUSLY WITH ASPHALT PAVING TO I LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS'. i ,��,, B,t ", W-1 F;,�,__ an� Ctt,�'; i , tr�,Z:,I,, ,6ts tnat t`.,� hale he", 'i-.", a; . F",, &ali�d I :: .. -
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3. SIGNING, STRIPING, MARKING, AND HIGH LEVEL WARNING DEVICES TO BE . I . i I'll o � I- __ ............ � ___ ............ _ ... � .... . _
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PREVENT DROP. OFF I , " � I I Tl:,`.�.till.l : I I I � - I
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I PLACED AS SHOWN AND/OR AS DIRECTED BY THE CITY ENGINEER OR THE I I �, , 0 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ! " ., R--I� Gtetl!�Iff,a. I t I
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ENGINEERING OF RECORD AND/OR THEIR DESIGNEES, THIS TRAFFIC 4. CONTRACTOR, ,SHALL FOLLOW SECTION 150 OF GA STANDARD SPECIFICATIONS SIGNAL EQUIPMENT IS IN PROPER WORKING CONDITION PRIOR TO I ,�', I ,1 "o-', ""', 1A1ab;1S1,,,t1ji`1,i_1, I : ...
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CONTROL PLAN IS SUBJECTTO CHANGE BY THE CITY ENGINEER OR THE FOR Al, LCONSf'RUCTION SIGNING, BARRELS AND TRAFFIC CONTROL, BIDDING ON THIS PROJECT. IF EQUIPMENT IS NOT PRESENT OR ! I - , -, ! I I
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ENGINEERING OF RECORD AND/OR THEIR DESIGNEE, �11 I 11 F�� � Maps lu� ... t1l, "I'V, �30` ","o, �,,� ,,�,.d ,x; f�;, I'Val) tate-i,tc, i I
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-OR IS RESPONSIBLE TO .1t L;t,, F - 3,i,kg,d ,"jj� , iittil; ,Nvt P-,a� dra'di"n,ild i�ai,� rtA ,,�W;ts i . I R I
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DEMOLITON NOTES: - I FUNCTIONING PROPERLY THE CONTRACI 11 I : P I - I
I .... - I p = Ac::,-i ph,a . ,,-,pi;, I dt�el alto ,1z.1.a A pl�,`,,��t;,.�, that pe:ae-s -a, e;,��, ",ts lon, t :.�:... 1. 1. - r5
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I � - I INSTALL OR FIX EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER : : i I 1
4. NO GRINDING ALLOWED. CORRECT ALL STRIPING BY ASPHALT OVERLAY. . " : , I : , t tR:, fl,ltl. ,r Q,,.,r,ly .1---ttefe, col�h�;aton$ llfelotent,a� or 3�la ite ,"�i,,,,d. : -l", �
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* REMOVE ALL STRUCTURES INCLUDING PAVEMENT, CURB & GUTTER, WALKS, SIGNS, IF THE WORK WAS NOT INCLUDED IN THE ORIGINAL BID. `4,,,qtNtN,t,, , i , � �
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5. ALL SIGNS MUST BE INSTALLED/RELOCATED CONCURRENTLY WITH THE STRUCTURES AND VEGETATION AS INDICATED ON THE SITE DEMOLITION PLANS. ! �',,? F,It,��Wj,',,�, � 'If Vi-I.;Sicr, ,,�,-,ie�i%ifao �,�if I I : I I
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PERFORMANCE OF THE STRIPING WORK. , I .1 � I ... � I I I I t� R ,),,t;TQP S,A 1--- A- F,. i t� ,, C. �;,4 ��rq,, I I : I - I . I
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* , ALL DEBRIS RESULTING FROM DEMOLITION SHALL BE REMOVED FROM THE SITE AND LANE CLOSURE NOTE: - �tu-lay Al`�'. D.!�: V., - teh- 1,'Y' 'P� 13, �Pw : 11 11 R. , . I 1119MM I
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6. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. DISPOSED OF BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE GOVERNMENTAL �.,� 3,)y ,�C�,d j"M I .1 :
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I I I I REGULATIONS. 1 , I 1 �� I I THE CONTRACTOR SHALL NOT INSTALL LANE CLOSURES OR PERFORM ! ,.� �a,o.� I I I : �, ,-a
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7. NEW PAVEMENT IS REQUIRED ACROSS ALL PROPERTY FRONTAGE, AND I : , I I ! !I, ,Siid� ,,r ��ii,-� 1 27, ttol� , I T I ?
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I �, '_1 I WORK OR MOVE EQUIPMENT OR MATERIALS ON THE TRAVELED WAY THAT t � I I (D CC _j ,
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INSTALLED AS PER PERMIT. o PROVIDE ALL DEMOLIT'ION'REIQUIRED TO COMPLETELY CLEAR THE SITE, EXCEPT FOR THE ' VISIBLY INTERFERES WITH TRAFFIC FLOW BETWEEN THE HOURS OF 7:00 i ;�,,��4F��,,�i�pi,ye.'�l,r�tI,���'i�"lat's,���,,�,,�t,�Ini.i,;;"Ot : , � W ,J�
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EXISTING TREES NOTED TO REMAIN. AM TO 9:00 AM AND 4:00 PM TO 6.00 Pli MONDAY THROUGH FRIDAY. I ... ___ ............ � ------------------ _ ---------------- ___ ........ - --------- - ---_------- -- ------------------------------------------------ � �a.i Lj- �- �3 :�� 6) 1
8� THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL BY POSTING SIGNAL � I I I I I I � ........ ............... ....... � ........... ...................... : � 11
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-MEN AND CLEAN-UP CREWS FOR THE DURATION OF HAULING OR AS * EXISTING SIDEWALK AND CURBS FRONTING ALL ROADS ARE TO REMAIN UNLESS NOTED PREFORMED STRIPING NOTE I I �, ,�_ " - , I Im a) C) < 0:-5 0
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DIRECTED BY THE ENGINEER. I OTHERWISE. . I I 11 I � I 0
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9. ALL TRAFFIC CONTROL AND CLEAN-UP CREW OPERATIONS SHALL CONFORM * ANY SIDEWALK OR CURB DAMAGED IS TO BE REPLACED AT CONTRACTOR'S EXPENSE, SHALL BE PREFORMED VVITH BLACK CONTRASTING OUTLINE. I -
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TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 0 .NOTIFY CITY INSPECTOR 24 HOURS PRIOR TO COMMENCING ANY DEMOLITION OR I 0 N I
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10. HAUL OPERATIONS SHALL NOTBE PERMITTED DURING PEAK TRAFFIC FLOW CONSTRUCTION I � I I I I 1`11`3ilittPtS �
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� I � I 1 I ' I I CITY OF MILTON GRADING NOTES � I �, 11
PERIODS: 7-9 AM, 4-6 PM, GRADING, DRAINAGE, & EROSION CONTROL NOTES: 1, GDOT,STRUCTURES MUST BE USED WITHIN THE ROW. 'Map Unit Legend I I I I I : �� ". MW - ? W I
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I ' � � I 11 . I I . I I � . � 2. GDOT SPECIFICATIONS, STANDARDS AND DETAILS ON PROJECTS IN THE CITY OF � � I 1�
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11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO - 1. 'ALL CROSS SLOPE'S WITHIN THE DRIVEWAY AREA SHALL NOT EXCEED A MAXIMUM OF 6% ,, ::��:::'', :� , _�;�W�� , ;77��: :,:t,:: ,� '.......
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I I I I . MILTON, "I ��:�:: i�]����:��: , � .. .. .. ,............., ,
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ROADWAY CAUSED BY HAULING OPERATIONS. � ' I __� ------- -- _� ------ - ------ �' .... � - �,.�ii�:i�� � , , I'll t,t:::::t:::�::t::,:, -.1.11'.., . - -
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1 (2% ON CROSSWALKS) PER GDOT STANDARDS. 3. ALL AREAS TO RECEIVE STRUCTURAL FILL SHALL BE CLEARED, STRIPPED AND FREE - - .* ---- 1-11. : - ------------ � - ---------- _,11 I f_*_'_'1,____________ 1 I i I
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12. CONSTRUCTION OF EROSION CONTROL BARRIERS PER GEORGIA I - I 11 1� - I -OPSOIL, ROOTS, STUMPS AND ALL OTHER DELETERIOUS : I i i I t I
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2. THESE PLANS ARE LIMITEDTOIWORK DONE WITHINTHE EXISTING AND PROPOSED MATERIAL. STRUCTURAL FILL SHALL BE CLEAN FROM ORGANICS AND ALL OTHER i i i I i �
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DEPARTMENT OF NATURAL RESOURCES CODE 391-3-7 AND SHALL BE i 1 p,,e,,(5Ior, ,,�o,dp.,elely : I I �_
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. R,IGHT-OF-WAY LIMITS. INFORMATION SHOWN OUTSIDE OF THE RIGHT-OF-WAY IS DELETERIOUS MATERIAL. FILL SHALL BE PLACED IN MAXIMUM 8"LIFTS AND ! oreded I I t i 11
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MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED, SHOWN FOR INFORMATIONAL PURPOSES ONLY. I I ! ce,� ,� i Cs,;I ,-,dy :own, 6 to I j i 1 3. 2 �; 1 24, 1 t, - I - 1_�
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I � � I I COMPACTED TO AT LEAST 95% STANDARD PROCOTOR MAXIMUM DENSITY AND To I p,rcont �,Iofpes r,Qrle � i �
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I I WITHIN =/- 3% OF THE OPTIMUM MOISTURE CONTENT, UNLESS OTHERWISE f__________________7________ _,_____; ; i
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13. APPLICANT SHALL RESTORE ALL EXISTED SIGNS AND REGRASS TO DOT 3. EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST ! .-'a I �2 1 Flaf�olat �a,;oly ica"', Ilf to le it " � � - . I
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I I HNICAL REPORT OR BY THE PROJECT I V�-, reot �Iop�, -., wodomteiy I ; I i
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-OF-WAY THAT IS DISTURBED DURING WORK MANAGEMENT PRACTICES FOR EROSION CONTROL AND SHALL COMPLY WITH THE GEOTECHNICAL ENGINEER. i I
SPECIFICATIONS ALL RIGHT SPECIFIED IN THE PROJECT GEOTEC
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AUTHORIZED HEREIN, _1yC?_ ! Urihao fa'd-C"A _w,rpIe�, "! to i " I.t):
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I I STANDARDS/ SPECIFICATIONS IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL 4. ALL FILL SOILS ARE TO BE PLACED UNDER THE OBSERVATION OF THE PROJECT I it I i ; , I
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14. THE PERMIT APPLICANT IS RESPONSIBLE FOR REPLACEMENT OF ALL I � I I � GEOTECHNICAL ENGINEER. DOCUMENTATION OF COMPACTION TESTING SHALL BE ! VV for I ? 0.5: 0,811tl:
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; T,t is for Airea of interest i 54.7 �; 100.0�111,t it
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-SCA' � � I I I PROVIDED TO THE LAND DISTURBANCE ACTIVITY INSPECTOR FOR ALL ROADWAY ; ... _ .............. I ... ......... ___ ............ � ........ _ ........... � -A: ............ � ........ � ...... 11 ... �: .......... t. ..... � ...... I I 11 #-1 7-145WR
EXISTING PAVEMENT MARKINGS DAMAGED BY THE PERMIT CONSTRUCTION 1 4, THE PE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION ........... --i : .i
AND THE ADDITION OF OF NEW PAVEMENT MARKING AND OR SIGNS AS I � I I CONSTRUCTION IN THE RIGHT--OF-WAY (INCLUDING DECELERATION LANE). CONTACT � I ,. ... :�
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OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, � I *i��i? � * _
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' � " � 11 � I I LAND DISTURBANCE ACTIVITY INSPECTOR PRIOR TO CONSTRUCTION FOR FURTHER Map Unit Descriptions I.... :::"
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SHOWN ON THE APPROVED PLAN, OR CURRENT M.U.T.C.D. GUIDELINES. � I LAND DISTURBING ACTIVITIES. I TESTING REQUI REMENTS.FAI LURE OF THE CONTRACTOR TO PERFORM THE I 1 1- I.... � ,,,iIr1II1Ifj1////"
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- . � � PRESCRIBED EROSION CONTROL PRACTICES SHALL RESULT IN THE IMMEDIATE The miap utills driiiinealed on the detailod soi! maps in a ,,tuji survey ie.preseni the . i : '. . '�' � . ... ......... . / '-/
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15. ALL CURBED ISLANDS SHALL BE FILLED TO THE TOP OF CURB WITH TOPSOIL 5. A SITE INSPECTION SHALL BE CONDUCTED WITHIN 24 HOURS OF THE END OF ANY � . . : : ! ; 11 �g,,,� '�' "" S7, , "I
I 'I he map unit dissr,riptions, along - : � i C, % r/p '..
i
RAINFALL EVENT THAT IS I vv rh the maps, can be used -.0 di,,terminp the cornposition and properties or .1 unit. :.. I : : '. t I " �.
AND GRASSED. ISSUANCE OF A STOP WORK OR soif& ,,,, rfni,,ceraneous areas in t", survey area� I 1": '_' _�__ 6 -,-y `�
GREATER THAN OR EQUAL TO 0.5 DER FOR THE PROJECT SITE, PURSUANT TO SECTION , ,... - �9 _..' Izy - .
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I . I -IN,, AND AT LEAST EVERY I " 1�5 m� . .
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. I 5-1 03 (B) OF THE CITY CODE, I e f: .�i:3 �z : No. 22518 % :I_
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16. THIS APPROVAL DOES NOT ALLOW ANY WORK ON STATE RIGHT-OF-WAY. SEVEN (7) DAYS. - 11, � � 1. I I I A rna . P unit (jelintralion on , a soil rnap repritis I entsan area dornintated by one or more R-1, :� t.1%1, M1 z: 1'�` PROFESSIONAL � :*=
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I � I 1, . 5. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES, majo: kindt; Qfsoilor iyii,��rlellai-,,�.�u,�;area,.i. A inap unit is;deriffed ar,d I tamed I .- : -
I � I -� , Y� 4� ��, flf ��= I I 1-�-l'--d :: .
I . I I . I I according to the taxonomic classification of the, dominant sits.11,6"ithin a t . I I 1 341 4!,',5' rl :� A-6&,� �__ - � , -
I I I �, I �- I I- I I , I � t . taxonomic 1, . �
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I � WHETHER TEMPORARY OR PERMANENT SHALL BE THE RESPONSIBILITY OF THE � class t,,iera, are ixecisely defined linills for lireptoporties ofthe soils, On lhe 74�A10 7455C0 74M�0 7450) 745M I .� -/ - ,��
17� THIS PERMIT IS APPROVED SUBJECT TO THE REVISIONS AND COMMENTS 6. ANY DEFICIENCIES.IDENITIFIED ,DURING THE INSPECTION OF BMPS SHALL BE CORRECTED ' ' I 743WJ, . "', 01- -
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I I I � 11 I I I 11 I CONTRACTOR. landscape, however, the sails arcnatura� pirienomena, and ihe� have the I 31 I 0 V k, Q I
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SHOWN IN RED ON THE ATTACHED PLAN COPY AND SHALL REMAIN WITHIN SEVEN (7) DAYS OFTHE INSPECTION. fliaracteristir, variability of all natural phenomena. Thus, the' :� �_/f �--`�, ,�,
I . rt�ngeof Some ` - . I - � . . I -, I w-, `.- '11?�z 1�1
I I ., , c� Map S_ �q�,L:3,4090 ff, prinLe�forj A rxera-,L av X --t, To ...... 11 ... I
� I � I I'll � 6. ALL DISTURBED AREAS MUST BE VEGETATED WITHIN 14 DAYS OF FINAL GRADE. o -1 ' I c (;Jas i. 81 I , R � Is,
I I I bE;e,,,ve,-iptor)ertiesITI�IYPX'Cll,,,,"be�,ritid��i,,eliii�it---3defi(-,��cif,,rat,ix�)rlor�i - . ., � . _ 1111) 4i(�t , I . . __`Z1,10 � �
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I DEPENDENTUPON COMPLIANCE WITH THESE I I I I At- ars of suil� of --- s;ingIe taxonumtc class rarely, i',Pver, can benlappedvv:thout I - I . 11 � ters I � I zlkAREO ,,,
, 7. ALL FILL SLOPES SHALL HAVE SILT FENCE AT THE TOE OF SLOPE. I �iudinq ardat; of other. taxonom;,: cia:i;,,Ps. Cow;oquently, every matu Unit :,; in -de ,% N , Q I � 1 1111111ilwtio
7. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED ince ,1 t "� 11 I
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� BY CONTRACTOR IF DEEMED NECESSARY B 8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE I upofthe sc][15 ormiscellar-e-ous aneasfut ris named and some minor I 1 , -'=-;a-�'-',-��'�,'�'-w-&-&---�"-V ---- "Wz",= ... =.=_-� ------ ====nFeek � 1 _____7_
1 18. THE MAINTENANCE OF THE DRIVEWAY FROM THE NORMAL EDGE OF I I 1� I I I Y ON -SITE INSPECTIONS. 11 cornponento that belon,, to taxonomic clas,ses other than those of tlhr�major soils, 0 5b I 3cri � I I 6b , ''. 900 �
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� I 1. 11 I I I- INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES 'i A Map -di,t-�l.��',�zb,IY�,(',r-��$.Qf. C0rr1C-r`r]:)0fd I ; � n&B-q: WG. I W_ &jrlioti(y tP1,1 I I I'll 'S I . I I
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I I Most minor 6oils, haviti, propertie I I , . , - . I - , . I � M
PAVEMENT IS THE RESPONSIBILITY OF THE PERMITEE. 1.13 similar to those of1his dominarit saiiorcoiisinthe I I I - I � NOT IREl__EASED
8. MAINTENANCE STATEMENT -EROSION CONTROL MEASURES WILL BE MAINTAINED AT PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES, clo not affect'; tteand manage[nelit,'-1 9, �, I � . I
� � rnap unit:drld thiij they .1 -he,." it � � I
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oncontraflng, or 5in'tilar, components, They may or may riot be, mentioned in a � I � 11 � I I
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9. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL f its, 11 I I
ALL TIMES. 11,11"FULL'IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR n : ciription. Other rninor componenut, howev; r, h� v p
UTILITY NOTES I I 11 I I I I )arIh::uI:frfI,1r�rfr1!I(4, .1 3 �- fopenies I I I I I FOR
I I ,EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL IMPLEMENTATION OF THE APPROVED PLAN DOES PROVIDE FOR EFFECTIVE EROSION tend !.,eh`avtd1aI characteristics djvpigen; enough to affect use o, to require diffe,en' � � � � I -
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I rranaTientool, Theseare called contrasling, cc discimilar, comporientit. Tht,�y I I I I I I
I CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE eneraiiy; ro in Fi-nall areasand could riot be mapped separately because of trha . � I � I �
1 . All existing utilities that run parallel with the existing roadway, which would end up MEASUR I ES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 9' a ! � I I CON ""TRUCTION
I � I IMPLEMENTED TO CONTROL OR TREAT SEDIMENT SOURCE. . scale used. $ome stroll areas ofstrongly contrastingsoiisor miscellaife;)us areas I I I . I � . � . §
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, -, identified by a special sym�d on'the maps. ifincluded in the database rora I I I . � I !
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under ffie new pavement (travel lane, auxiliary lane, paved shoulder, etc.) will need to 9. SILT FEN , CE SHALL MEET THE REQUIREMENTS OF SECTION 171 TEMPORARY SILT FENCE 10. THE CONTRACTOR SHALL REMOVE THE SEDIMENT ONCE IT HAS ACCUMULATED TO giVen 8iea, LhEi C0fAf3,';t!;!"tg Minor COMI)Ofjefittif afet identifl; cl in �J)e map L,�r;j I I I
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I I THE GEORGIA STANDARD SPECIFICATIONS, 2001 EDITION AND BE WIRE REINFORCED. I I I I I ''I 11, I .�
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be relocated prior to Final Grading/Paving at No Cost to the Department. If Utility OF I � � ONE-HALF THE ORIGINAL HEIGHT OF THE SILT FENCE USED FOR EROSION CONTROL. I . , � - I I I
Owner(s) wishes to retain facilities under new roadway, they must submit a � I I I � I 11. MAXIMUM CUT OR FILL SLOPES ARE 2 (HORIZONTAL) AND 1 (VERTICAL), 11 � I I I., . . . . � I I I I I... 4. � ,� I I ,� I I I _ .111, I I .
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formal "Retention Under Pavernent" request which must be approved by the : I I I � I t, I I � .. - _.__ , _�,�, I . - ,�:�, . " , � '. " 1 -','�,_ , " - � I I
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10. ALL GRASSING SHALL I BE IN ACCORDANCE WITH CHAPTER 6, SECTION III "VEGETATIVE 12, ANY DISTURBED AREA LEFT EXPOSED FOR 14 DAYS'SHALL BE TEMPORARILY .1 1-1 � , 2� 1 1
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PRA 0 , .1. ��11 � I I I . I I -
Department in order to retain their longitudinal facilities tinder pavement. Utility I CTICES" OF THE MANUAL ,FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. STABILIZLU VVI I H SEED OR MULCH. I .1 if� ", 11 * I Fireflow ?_?("-qUq"",�
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Owners with facilities in conflict or ones that have the TEMPORARY VEGETATION AND/OR HEAVY MULCH WILL BE USED TO STABILIZE AREAS 13. ALL SILT FENCING SHALL BE TYPE C. 'N , 0
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14. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION. WHICH WILL I � � , _. .1 I I _ ���. ", , - C
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Pavement" requests denied will need -to submit a GUPS (Utility Encroachme nt) Permit DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY VEGETATION . � V� �Ir 5, . I ". '' �, . 11t6: "I '' t"::, , :2..'' � t,p 4, I - ,-� �
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for review and approval. AFTER 14 DAYS, AFTER 30 DAYS PERMANENT VEGETATION SHALL BE ESTABLISHED, PREVENT TRACKINGIOR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY Y CONTACTS I I .. . I I . 11 ,�� I . I , __, , .__
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I . I . 1. - � REQUIRE PERIODIC TOP -DRESSING WITH STONE, AS CONDITIONS (ALL MATERIALS � . I � R .-0111 . , �'. � I 11 . 1 11, �. 11,;_11 I ; :7, t- a,
11. THE CONTRACTOR SHALL NOT ALLOW SILT TO ACCUMULATE IN SILT FENCE ABOUT I ATLANTA GAS LIGHT � W11M, i I ,, � I I C �
2. A GUPS Permit will be required from each respective Utility Owner that has Utilities in 1. I � - I SPILLED, DROP WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO ROADWAY OR � I � I 6 ��, . I 11 I � - 0
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. conflict within GDOT R/W of SR 8/US 29 and/or SIR 72. If a Utility has conflict(s) on ONE-HALF OF THE ORIGINALHEIGHT OF THE SILT FENCE. THE CONTRACTOR SHALL INTO STORM DRAIN SYSTEM MUST BE REMOVED IMMEDIATELY BY SWEEPING), GLORIA DANIEL - 678,878.5012 . . - � '? . , , (D E R, x ()
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I REMOVE SILT AS'NEEDED TO PREVENT EXCESS ACCUMULATION. - 15. ALL STORM DRAINS AND DROP INLETS WILL HAVE 4" PERMANENT POLLUTION i t� 4 0 ,� 0 0)
both State Routes, separate permits will be required from that Utility Owner fat, each I � I � � I ;, .�, km�. W t 11 I I 1 U_ C
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� I � I PREVENTION MARKERS INSTALLED PRIOR TO INSPECTION. MARKERS ARE AVAILABLE FULTON COUNTY WATER 11 j, �., 1:1, 1.11 I 11 ,�, It 1, �zl I -, � I ": 1 � C: ..
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State Route (1 for SR 8 and 1 for SR 72), 12. TEMPORARY MEASURES SUCH AS SILT FENCING SHALL BE REMOVED AND DISPOSED OF AT CITY OF MILTON PUBLIC WORKS DEPARTMENT, � . I . t � 1 13 'e* i" - . � ,, �, L , I . �� I lf� -!:� U) �'
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3. Relocate.d poles will need to meet the Departmet I I I ' BELLSOUTHIAT&T TELECOMMUNICATION , � �'. , , � � ,. , - � , - - ,. - , I '', 11-:,11 :_: .. I - I
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-it's Clear Zone Requirements BY THE CONTRACTOR ONCE THE SITE HAS REACHED PERMANENT STA'BILIZAT ON. 16, THE CONTRACTOR SHALL MAINTAIN STORM WATER RUNOFF CONTROLS AT ALL - I � � . s i� � , - tii�_ 1. � 5 3:
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I TIMES. ADDITIONAL CONTROLS WILL BE INSTALLED IF DEEMED NECESSARY BY CITY �, Tei�_ ,, " :� 4 I 11 I C I
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13, ALL INSTALLATION METHODS & MATERIALS SHALL COMPLY WITH GDOT SPECIFICATIONS JERMAINE NEWKINF - 404.209,9804 1 1 . . . . . _ __ I � 1- I �- I �;:�n, j., 1; FAX� I �, 1. 4-4 ID (D
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4. ALL WATER METERS, WATER VALVES, FIRE HYDRANTS, AND SANITARY SEWER I I � . I I � I . INSPECTION. � .. I . - I I I .1. I `l;z`_�_, � '' - _�:�, ", ,_ 11��1_111 : 1 . LIJ Q -1
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AND STANDARDS. I � I I I I a , ..'_ ,� 11 - , 7 777 , 0
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MANHOLES ARE TO BE ADJUSTED TO GRADE UNLESS OTHERWISE NOTED. I I - I I , I I I � . I . EROSION CONTROL MATTING SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN GEORGIA POWER ELECTRIC' 1, , 'C' _X_x -n,A- 's ", imlwf��quifa.SU I - � I CIL " I
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14. FIELD VERIFY LOCATION AND DEPTH OF UNDERGROUND UTILITIES. 11 I � � � � z 06
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I . � � I 1 I RICKY WILLIAMS 1', ?10� pw '' r, . ow �Wi,:fbr 6m * 'a - '' ti- , , dh - , _�,
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I I . I - � . '18. THIS SITE DOES NOT CONTAIN ANY STATE WATERS OR WETLANDS. ,� � � � . I . . I I - 'g, I - I �
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1 15. ADJUST AL I 1: ,� I , - � I I I -,L, I
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L WATER METER, GAS VALVE, AND OTHER UTILITY COVERS AS NECESSARY. 19, ON SITE BURIAL IS NOT ALLOWED. ,, , , - � i I
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. 20. MULCH STORAGE MUST COMPLY WITH THE FOLLOWING SECTION OF THE STANDARD �.tr, z , I : I
COORDINATE WITH UTILITY COMPANIES, ,� I
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MNILTON PUBLIC WORKS NOTES ' 1 - FIRE PREVENTION CODE SECTION 502.3.-I: NO PERSON SHALL STORE IN ANY I I _` '. I I rr- � , - . �. I It - � . 1. � I
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1 . GDOT STRUCTURES REQUIRED IN THE RIGHT-OF-WAY. ALL PAVEMENT WORK SHALL BE SAW CUT. " I I "I I'll I "I I I . BUILDING OR UPON ANY PREMISE IN EXCESS OF 2,5500 CUBIC LAND DISTURBANCE "�� I I - I I I I, I I I
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THE CITY OF MILTON, : � I- _;� � - I ,� I I I � I " , I 11 I :? , - I � ic
2. GDOT SPECIFICATIONS, STANDARDS, AND DETAILS ON PROJECTS IN 1-1 I I I PERMIT PACKAGE FEET GROSS VOLUME OF COMBUSTIBLE EMPTY PACKING CASES, A&R GENERAL NOTES - e ,
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� BOXES, BARRELS, OR SIMILAR CONTAINERS, OR RUBBER TIRES, RUBBER OR CORK - I - ;i�� . � U0 � ...
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3� NEW PAVEMENT/SURFACING IS REQUIRED ACROSS ALL PROPERTY FRONTAGES TO EXISTING CENTERLINE, TO. BE INSTALLED PER MILTON , ,� I—- ., , - 0, � , ��, , _� i� o ,� f�� , ," I . . , I , I � , I . I . _ I I .1. � I
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I . � I I I I I I OR SIMILARLY COMBUSTIBLE MATERIALS WITH A PERMIT, � - I . I - � I I I
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STANDARD DETAILS OR AS ADDITIONALLY DIRECTED BY MILTON TRAFFIC ENGINEER. ', ' I � ", 0 §__i
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� I I - I TEMPORARY STRIPING SHOULD BE INSTALLED ALL TIMES DURING ., j I � I � I .. �. I I . � I � I I 11 - --- .
I , 21. TWO COPIES OF THE NPIDES NOTICE OF INTENT MUST BE PROVIDED TO THE LAND * I I I I i �
11 4. STRIPING (WHITE AND YELLOW) AND ARROW MARKING SHALL BE APPLIED USING GDOT STANDARDS FORT'HERMOPLASTIC STRIPING FOR ALL MILL AND INLAY M!al I I I I I I i I
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WORK IN THE ROW, WORK WITHIN THE SITE MAY BE TRAFFIC PAINT. I I � , I I - I 11 DISTURBANCE INSPECTOR PRIOR TO INITIATING CONSTRUCTION FOR SITES OVER 1 �. .� . I � I
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� I I I I � I I ACRE DISTURBED AREA, IV CONTRACTOR TO INCLUDE PRICING FOR MILL AND INLAY DURING �,,��_, .1 I . . .1 I :; 1. ;I. I I .. - I � "I : I I I I I %: . . I .1, I � I
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5. WHEN NECESSARY, EXISTING STRIPING SHALL BE REMOVED BY GRINDING, UNLESS SPECIFIED BY MILTON' TRAFFIC ENGINEER. I � .19 , 17 - 77 . I.., I - �'. - - , , - - e - 1. ''.. � _._=W_=_=1W=;: � , � , - 1- I I
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, -, I I I 1 22. IRRIGATION SYSTEMS ARE NOT ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY. DAYLIGHT AND NIGHTTIME,HOURS SEPARATELY Z ed-S I el 4", W ..., . I � f I
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6� ALL FINAL SIGNAGE MUST BE INSTALLED CONCURRENTLY WITH THE PERFORMANCE OF THE STRIPING WORK. � 11 I � %� P fax,resuffsto -. ,-�` M - I
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7. SEPARATE R/W PERMIT IS REQUIRED FOR CONSTRUCTION AND SIGNAGE, I I I I . * THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S jx�, - __ 1 � 11 -'r, 11. i: , �-;,��, � � I", 11 I I I
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8. HIC DETECTABLE WARNING DEVICES MUST BE EITHER TILE OR PAVERTYPE. STAMPED WARNINGS ARE NOT ACCEPTABLE.' . I I I CONVENIENCE ONLY. THERE MAY BE 0 � �0 � � � �,�:1'111 111 1 � 17.� �--_ .2 , . .
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9. ENGINEERING TESTING IS REQUIRED FOR SUB -BASE, BASE, AND AS PHIALT/CON CRETE. INCLUDE ENGINEERING TESTING GUIDELINE . . CITY OF MILTON NOTES ON THESE PLANS. ALL DAMAGE MADETO EXISTING UTILITIES BY , "..'' I I 1-1. � 9 I I . ,,, I-: � . 1 I
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10. NOTIFY CITY ENGINEER AND CITY INSPECTOR 24 HOURS PRIOR TO EVERY PHASE OF CONSTRUCTION. � � .�,;�, , -, I I 1 11 I 11.1 - i
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I I I I � I 1. CONTRACTOR TO NOTIFY CITY INSPECTOR 24 HOURS PRIORTO COMMENCING I 12 - - I . ,:�yl W40,0*00# I I
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11. OFF-STREET PARKING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. I I I - � I I I'll � I I � I I 11, ,� __: __'_ ,. � , _ - � '' " I I
I I I I I I I I CONSTRUCTION. I . I CONTRACTOR. CONTRACTOR TO CON TIACT THE ENGINEER IF ��_" --- __ - _ ., ,
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12. UPON COMPLETION OF CONSTRUCTION, THE PROJECT ENGINEER SHALL SUBMIT TO COMMUNITY DEVELOPMENT DEPARTMENT AND AS -BUILT 1 . kake/Mpde, I ______i__
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SET OF PLANS AND CERTIFICATION, - I I I I I ,� I 11 CONFLICTS ARISE BETWEEN UTILITIES LOCATED IN THE FIELD AND , .1 I - - 14. I I
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L I I ' I I � . I I �, I I I � 2. SIGNING AND STRIPING IS TO BE PROVIDED BY THE CONTRACTOR AND SHALL BE IN INFORMATION SHOWN ON THESE PLANS, . t", rme, I _ I I 1 . I TA T:E: ] 7( � - L6 -L(� 8
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13. ALL RADI AND PAVEMENT WIDTHS ARE MEASURED BACK OF CURB UNLESS OTHERWISE NOTED, . I . ACCORDANCE WITH THE CITY OF MILTON SPECIFICATIONS. I �, I I .1 - Pftt I
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THIS DEVELOPMENT, CONTROL MUST BE COMPLETE I I � ,;, I I I :i t REVISIONS 1
14, IF SIGNS, STRIPING AND MODIFICATIONS TO TRAFFIC CONTROL ARE REQUIRED AS PART OF * THE CONTRACTOR SHALL CONDUCTALL WORK IN ACCORDANCE _V�l . -
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� I I - I I 1, I ,. I I . � 1 3. NOTIFY CITY OF MILTON INSPECTOR 24 HOURS BEFORE EVERY PHASE OF CONSTRUCTION. WITH THE REQUIREMENTS Of APPLICABLE REGULATIONS OF THE , �' � P�Sll �: '.. � I I . . ,� �
AND APPROVED BY CITY TRAFFIC ENGINEER PRIOR TO OCCUPANCY. , . I I � I � 11 I 1 : - - I
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I OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ��,,,�' . � 1
15. ROAD ON LANE CLOSURE IS NOT PERMITTED DURING THE HOURS OF 7 AM - 9 PM AND 4PM - 7 P�M'(OR OTHER HOURS AS DIRECTED BY THE � �_ I NO. DATE I
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COMMUNITY DEVELOPMENT DEPARTMENT). � I I �11 - I I 1 4. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL CALL THE UTILITIES ALL LOCAL,STAT ERAL RULES AND REGULATIONS. � ��11 I I : 2 111-2-8-17
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-16. ALL WATER METERS SHALL BE RELOCATED OUTSIDE OF SIDEWALK, : I , 1 -7411 NOT LESS THAN THREE WORKING DAYS BEFORE I ". . I � I .GPM, � : " . I I 1.111, �
I � � . 11 I I � PROTECTION CENTER AT (800)-282 � THE CONTRACTOR IS RESPONSIBLE FOR KNOWING ALL GDOT I - I., � 1�z ? 0 - ----.---- I
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' ANY DIGGING OR BLASTING OPERATIONS COMMENCES.THE CENTER IS OPEN FROM 7AM DETAILS REFERENCED WITHIN. ALL DETAILS CAN BE ACCESSED . . � I ." I - 1
17. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN. IN THE PLANS, THE MANUAL I I , " " -A, �
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ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA STAND � I I I _. � I TO 7PM MONDAY THROUGH FRIDAY, I I � * � � I -1. .1.1 111-1 I Itac:i1i 4�. . - _ I � I 1% 1. I I
ARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, ONLINE AT: WWW.STANDARDDETAILS, bOT.GA.GOV. THE . ReWred A 1. � ,mt�n � �
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AND/OR SPECIAL PROVISIONS. - 1. .1 1: . .11, 1 .111, . I - ,. ap fd,r . � I � : I I I -_ -
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' I CONTRACTOR SHALL CONTACTA&R ENGINEERING PRIOR TO .1 ,.4M - . YIng �ydrql# to b e. te. & 1
18. SIGN ERECTION LOCATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN , I I �.., 01n, 1-� �. � 11, - , , I
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THE LIMITATION SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE CONSTRUCTION IF � 9) Che kfqrj�11,00 "IF P ,
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ANY CONFLICTS ARISE OR THE CONTRACTOR I I.., � � I I 1. � � i I I 1. � . _ �:_. . �_ � � -1 � I DRA'AIN BY: CHECKEDf
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19. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE . THE NORMAL- ED I GE OF. PAVEMEN I T TO THE BOTTOM OF THE I . I I III, Ii. I � I I 11 I .1 I �. I I NO � Afl.,�,aqe . n , m� -,Qf M , I - - j __�'. WMH DPE
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20. HORIZONTAL CLEARANCE FOR STANDARD SIGNS ON ALL OTHER ROADWAYS SHALL BE 6 FEE' FROM THE EDGE OF PAVED SHOULDER OR 12 FEET �� I I I _� 11 � ,� 1.1 I I � I., 16-099 1 �
FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF TFIE SIGNS, WHICHEVER IS GREATER, THE HORIZONTAL CLEARANCE IN I � I � I I I I 1. - I .11 I 11 1, I I -
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NON -MOUNTABLE CURB SECTIONS SHALL BE AT LEAST 2 FEET FROM -rHE CURB FACE TO THE NEARER EDGE OF THE SIGNS, I I - � 1. . 11
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21. TYPE III (ENCAPSULATED LENS) REFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD H,IGHWAY SIGNS REQUIRING REFLECTORIZED I I I � � . I I I I . I 1. I REV2 I
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BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS I OR CLASS 2 ADHESIVE BACKING IS I I I I I I - I I I I I I . I
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