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RAL NOTES:
I I—. �; -n�. �:,._...... ...... "I'll ..... �� =�__ � I .- ��.;. I I , A,\ , I. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER
. I ;: � , �- � 14. THE CONTRACTOR SMALL BE RESPONSIBLE To PROVIDE
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RN � I FINAL GRADING UNLESS OTHERWISE NOTIED. SEE LAND- AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN
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-4j ��.��,..� .111. 11.1�:�::-�:�,��:-: - 7�� 4 ,,,':': =7 11, � . % , DIRECTION AND VERIFICATION.
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�r _ =:.: .�7, ' 7,:�: L :-Z - I I 1�� I I , . ... -, I - 1@1111111FAIJIM111111k111M. . PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- 15. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO INSPECT
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I , ... .1 1. - - _ , .. .--.. L ,_ * I 1-11- ... 1* 7 � . I - " - , . " , �1� OUT PONDING WATER. THE PAVING CONTRACTOR SMALL EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE
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. . , 4 .-,;.: - - 'r '... ,4�Tlxi �!e�:n:zl"W,IeW.M 1" _1�1 � I �, I ".. , ,4 .. � D BATH CONDITIONS By
-1 . -=...I'.- '. , ...V,N - , I . I . lsI , N's. ' MATERIALS TRACKED, DUMPED. SPILLED OR WIND BLOWN
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''. 1. 1--.11 I , . :,,��, i I �v ,rl , . , * _ - . `* � �,� , .�W-: TEST ALL PAVED AREAS FOR B:R
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- ,*C._, � I I 1.P., I FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND
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t:., �,:-� .: .s - � MARKING THE PONDED AREAS *RiOR To THE INSTALLATION
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.: �� � ") _ . In, ,�, OF THE TOPPING COURSE. CORRECTIONS SMALL BE MADE
rl.. _.11_-.1_ , . 'A SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP
I L;:� . I I CONTPACT IF NECESSARY. ONLY IF NECESSARY.
, Asi ". I ----(D- 11 j T14E CONTRACTOR SMALL REDUCE THE
�1�1� a �,11 \ I I, �_ I / � ," 19TIRANM I Fv, �, � ' . : ARBORNE DUST DURING THE ENTIRE CONSTRUCTION
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.0 �, \.,- '5 . � , lb i, �,' ��I..�, :�, , ,,'� , . YMCT : 3 __ 6 ,,... LWLM - 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SCHEDULE. WATER MAY BE USED AS A REDUCER.
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14 , - - 'i , a , @\ s, :� 4-", 1. ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON-
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STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE 16. THE UTILITIES INDICATED ON THESE PLANS AND ON .THE
.--�'Z:', "._w�l FOR ALL FIELD DWENMNS AND MATM OURWi TmE SVRVEY MAY NOT K A COMPLETE ixywoffy OF ALL THE
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. I -I I I " I., 11.1 I i ENTIRE CONTRUCIION SCHEDULE. IF ANY DISCREPANCIES EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE.
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I A ,V1, I umolp- C ______� . I I � SI! _,y ,_ ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE
1.�..� P 1 I ,;I " I =; F"!" - , . t*,)*N THE LOCATION AND SIZE OF THESE UTILITIES MAYBE
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�;,A 8 EO. ACES •0 T-77' - , s�� , __1 -1 I.: I - PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR APPROXIMATE. THIS INFORMATION WAS GATHERED OR
1��-,. , . I I I q - IlIr VA XwA 7 8 EO. Ta 71 __ . 9 SMALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- SUPPLIED By OTHERS AND USED BY THE A/E AND MAY
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I . 1* 8 6 "I ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD NOT 13E ACTUAL. THE A/E SHALL NOT BE HELD LIABLE
1, 7, , -1 \ .'ItK - � Y Y - 8 . In6 ... - CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION
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- , IMMEDIATELY FOR INSTRUCTIONS. INDICATED,
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I I's 1 Z�.__�.,=,�v,7_ " , ..,-,-. �..111, , `�=��, . -_ 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING 17. THE EXCAVATING CONTRACTOR OR .
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06 I 1% CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR SHALL INSTALL THE FINISHED GRADE
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. I ; CARE WHEN EXCAVATING IN ViD AROUND EXISTING UTILITY PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS
\ I � � �1� LINES AND EQUIPMENT. ACTWL FIELD LOCATIONS OF ALL
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;:" 1__.1 I � . � * THE EXISTING UTILITIES ARE TWE CONTRACTORS RESPONS-
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- - I - . . . I : I I � ; 2 IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTIVE I$. IT IS THE RESPONSiBLITY OF THE CONTRACTOR TO ACQUAINT
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, it I i 'i � 'L 1 I � -K OF ESU COMPANY OR SY A PRIVATE UNDERGROUND HIMSELF WITH THE SO4L CONDITIONS.
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I - I- . � ... I .�. 11 e& __�. D, . 5 UTILITY LOCATION COMPANY PRIOR TO THE START OF
�
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; __ I 10�1 L 11, 11 Is. � I . � EXCAVATING. VERIFY MHM(AJ COVER REQUIREMENTS 19. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON
, - H 4 � L t a - I I . - L 1. BY THE UTILITY CONTRACTOR OR CONTRACTORS OR THE PLANS SHALL INCLUDE ALL AGGREGATE -BASE MATER-
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I . N �. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT IALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN,
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I kt 25.67r' . L; � 1. . . . 11 L I L. .. .; HAS JURISDICATION SO NOT TO CAUSE DAMAGE. NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGANIC
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11 __ - I I I I z. � I x WOULD INTERFERE WITH PROPOSED PLANT
L MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED
THE UTILITY COMPANIES AND DZPARTMENTS 72 HOURS WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL.
. // . � * ".. I � ,---(D GENERAL NOTES: BEFORE CONSTRUCTION IS TO START TO VERIFY ANY L
C - (�z SEE ENI.ARGEIaT Km 3/Cloa -' I 11 � � i V-1: I .. .., I I.. 'L I UTILITIES THAT ,MAY BE PRESENT ON SITE. ALL VERIFI- 20. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS
� L L :-, 5. IT IS THE CONTRACTORS RESPONSIBILTY TO NOTIFY ALL
I I . . I .1 1. CATIONS, LOCATIONS, SIZE AND DEPTHS SMALL BE MADE ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP-
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a 1. I sN. 11 . L - .. I MATCH NEW CURB PROFILE & ELEVATION BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. MENT. FUEL OIL, Oft- GASOLINE ETC., BY THE GENERAL
V I �, I . WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SMALL BE
- " I :� . - I I . I . �� NEW CONCRETE CURB & GUTTERj THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY So RECONSTRUCTED TO IT'S ORIGINAL OR,AS REQUIRED OR
, I : : A REPRESENTIVE OF THE UTILITY CAN BE PRESENT DURING DICTATED BY FEDERAL, STATE. COUNTY, CITY OR LOCAL
40 , .., NEW 6* MINIMUM OF TOP SOIL
... A I THE EXCAVATION M INSTRUCT AND OBSERVE DURING THE AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL
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I I " ,@ 4 NEW 40 WIDE PANTED STRIPES, MATCH EXISTING COLOR EXCAVATION. TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION
I:?.. Q A I G I r� I I . L. L, . I REMOVE EXISTING CONCRETE CURB OR DURING THE SCHEDULED PAVING.
. - SEE ENLARGEIANT " 5/008 ,. ,, ' �L. .��. . ) I
:1� - I& / I . A, " ...... I I L . . : 1 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM -
L * * I I - .. � I 11 . SAWCUT EXISTING ASPHALT PAVEMENT TRUE TO LINE. PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL 21. ALL STRIPES ARE TO BE 4- PAINTED WHITE, UNLESS
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1�1- 0 1 ,e SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS OTHERWISE NOTED ON THE PLMS, DETAILS, OR Ito THE
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04."y - IP I ...... L ; BLACKOUT EXISTING PAINTED STRIPES. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL Top OF 22: - CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO
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/@�___ 41Nf - r -:v _@ I .- I L 9 NEW ASPHALT PAVEMENT, SEE DETAIL 13/C106 PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. EXCEED A MAXIMUM OF 3/4- SLOPE PER FOOT.
CONTRACT " . . �_ I-- . . 1. __ '_ 1), : L CONTROL
. ... ' . � I JOINTS SHALL NOT EXCEED 10'-0' MAXIMUM ON CENTER,
a- PROPOSM ORXE BUK-DM .--- �1 SEED & MULCH 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW EXPANSION JOINTS SHALL NOT EXCEED 40'-0- MAXIMUM
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.l I A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAK.. ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON
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FJ=F a W,% F I i� L 1;1 ,, "L. '�L I 9. HEAVY CONSTRUCTION AND EWIPMENT TRAFFIC MAY CREATE
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- - - , I � 111� : PUMPING AND GENERAL DEIERIORATION OF THE SHALLOWER 23. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL
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\ i I 1 I I ' L L SOILS IF EXCESS SURFACE WAFER IS PRESENT. PROPER JOINTS AND NOT TO EXCEED 10'-0' MAXIMUM. EXPAN-
.11, 'I, I , 7 TAKEN DURING THE
. !I I I PRECAUTIONARY STEPS MUST i . SION JOINTS SHALL NOT EXCEED 40'-0* MAXIMUM, CON-
�. E '] 4 . , . ENTIRE CONSTRUCTION SCHE(1_E TO ALLEVIATE SUCH TROL JOINTS MAY 13E SAW CUT WITHIN 24 HOURS AFTER
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/ . J_LL. - x � . L 11 L DAMAGE. THE CURBS ARE POURED. .
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FCR DW AND NEW EAST ENTRY I '40 11 �
1 7 1 ... : I - k � 10. ALL CONSTRUCTION MEP400S AND MATERIALS MUST 24.
-_ 1. L .1. I.., I I , ALL DIMENSIONS OF PAVEMENTS ARE TO THE EGDE OF
. SEE ENLARMOT PLAN I & )A/C108-/ r- I - I �L �- - CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS
no E -- I I * I ; * , I PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED.
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; I . L I ; . s � . 1 � L OF THE FEDERAL, STATE, CWITY, CITY OR LOCAL
I/ � :.. . I I ... ;� � . I � REQUIREMENTS, WHICHEVER HAS JURISDICTION. 25. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO
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( � .11 . i PROPERTY LINES AND OR BUILDING LINES
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11. EXISTING PAVEMENT. SIDEWALKS CURBS DRIVEWAYS. UNLESS OTHERWISE NOTED.
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L .. I . I : ELECTRICAL TRANSFORMERS AND PADS. DITCHES, DRAINAGE
'L I . .11 .1 11 PIPES, AND STRUCTURES. FENCES, LAWNS. TREES. BUSHES. 26. ALL RADN INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
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- SEE D"RMOT PLAN 2/008 ...... Qq � � I � . I .1, I MAILBOXES. SIGNS. POWER POLES ETC., TO REMAIN SHAIEL
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� 11 1�e. 1, 'FM BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY 27.
W S 10, . ... 6 . z : I PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS
I "I V_ � DAMAGE DURING CONSTRUCTION SHALL 13E RESTORED, TO EXISTING AREAS AS NECESSARY.
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2 ; RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT
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. HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR 28. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT
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1 20 EO. SPACES 0 9r a IW i, 1: . I , . :.; .� REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR A$ MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT
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*3 . EM T __@ 11 I 0. . . I ... . ". . I I I =) I REQUIRED OR DICTATED By FEDERAL. STATE. COUNTY, CITY EGDE SHALL BE FREE OF ALL LOOSE NATERIALS, THE
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L' i C0 ; OR LOCAL AGENCIES. EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH
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I I I A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS
� 11 I I . 1. 1. . ; ; 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON-
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I It I I 40 N, ,. ;. .. . TRACTORS TO OBTAIN ALL FEDERAL, STATE. COUNTY, CITY
V I [ I— I I � I ; . 1OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED 29. ALL HANDICAPPED RAMPS THAT ARE PERPENDICULAR To THE
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I! ! - I TF71 2-/ � I � I . - 4_��:Z_=_,� , _ _ � . UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- CURB SHALL NOT EXCEED A SLOPE OF I* IN 112' LONG-
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; 11"Alivill'o ARE RESPONSIBLE TO PAY FOR ALL REQUIRED ITUOINALLY. HANDICAP RAMPS AND SIGNS SMALL BE IN
7 - PERMITS BY ANY OR ALL AGMES MENTIONED ABOVE UN- ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE
:
! LESS OTHERWISE NOTED IN ,HE CONTRACT OR spian- PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE
I CATIONS.
DETAILS FOR SPECIFICATIONS.
I
� 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 30. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED
! TO BARE ALL EXPENSES To REMOVE, RELOCATE AND OR ON THE PLANS. THE MATERIALS REMOVED FROM THE .
; MODIFY ALL UTIUnES. PRIVATE OR PUBLIC, OR orrimmm SITE SMALL BE DISPOSED .OF IN A PROPER AND LEGAL
I It FURTHER SHALL BE THE W.SPOWAKITY OF THR SUN- MANNER PER FEDERAL. STATE. COUNTY, CITY AND OR
I
; . TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR LOCAL LAWS AND ORDINANCE.
:.
: AGENT TO WHO IS RESPONSIBLITY To REMOVE, RELOCATE.
!
; AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED.
! IT FURTHER SHALL BE THE 01INTRACTORS RESPONSIOCTY
i '
i TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED .
AND HOW IT MAY EFFECT THIS PROJECT AND IT'S .
I OWNER AS TO THEIR FUTURE RESPONSIBILTIES. . . .
I .
i
�-GENERAL NOTES:
. EXISTING CURB AND GUTTER TO BE REMOVED. .
EXISTING TREE TO BE REMOVED PARKING DATA .
STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL 15/C106.
HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 14/C106. .
4* CONCRETE WALK. SEE DETAIL 7/C106. REQUIRED PARKING SPACES 467 .
CONCRETE STOOP. SEE DETAIL 6/C106 FOR CONSTRUCTION. I .
SEE ARCH. DWGS. FOR EXACT SIZE & LOCATION. I
&) CONCRETE Cum AND (;UTTER. SEE DETAIL I/C107. STANDARD PARKING SPACES 899.
L
INTEGRAL WALK WITH CURB AND GUTTER. SEE DETAIL 2/007.
I HANDICAPPED PARKING SIGN TYPICAL. SEE DETAIL 1/C106 (SIMILAR). HANOW-4PPIED PARKING SPACES 1
VAN ACCESSIBLE PARKING SIGN. SEE DETAIL I/C1106. . I
PAINTED HANDICAPPED PARKINGTIN912C
L �C AT ALL TOTAL PARKING SPACES 917
6YUBMA
1 HANDICAPPED PARKING SPACES. 106.
"Q HANDICAPPED RAMP. SEE DETAIL 5/006. . 1
4" WIDTH PAINTED PARKING STRIPE( WHITE) TYPICAL
WOWJNG POINT. .
TRANSITION TO CUM AM GUTTER. LEGEND�
PAVEMENT IN RIGHT-OF-WAY. SEE DETA& 13/C106. = . . .
TYPICAL SCORE iow. . HEAVY DUTY ASPHALT
@ TRANSITION TO MATCH EXISTING ROLL CURB AND GUTTER
CONDITION AT ENTRANCES. I
(1) ELECTRICAL TRARNWORMER PAD LOCATION. _* .*_."..1.'":0' .
., " � ' .
. .... ... =1 STANDARD DUTY ASPHALT
... *
...... ....
..
- ...
(D 6" CONCRETE SLAB. SEE DETAIL 7/008. --,-----
I
Q TRASH ENCL03URE. SEE DETAIL 4/C10&
(2) AffO0UIP PLT SM SCISSOR LIFT REOUIRED. (74-;= 1/27 RIGHT-OF-WAY ASPHALT
LIFT, PfT. & WLLARDS BY PIT COWRACTOR. SEE DETAIL 9/CI0&
@ am snn Posr, sa omc e/c 1 aii . .
(8) PROTECT Awm n ON VALVE .
0 MATCH. EXISTM PAVEMENT.
,
f5ll PRFr_&nT r~RFTF 0Awtw_,- aAcmra em DETAIL mzr4Oa. I
CWArchitects
Engineers&lnteriors
9100 Keystone Crossing
Suite 200
Indkirmpofis, IrWitona 46240
317.848.7800
FAX 317,574.0957
Architecture
Er%*ww1na
Lam Pkrokm
Histaic Archlockro
UArchkockro
S�M
Interior re
apeco Pkmkv
0copynot 19%
&:0100 ftft i - '-'Amor t" W..* ..... d ft
Drawiv =_`-"z=-:t!�.-=-
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iDATE REVISION
TRASH ENCLOSURE
& SCISSOR LIFT
A 5-18-99 REVIEW CHAN0ES
1&6-7-" REVIEW CHANGES
IIO
il-12-99 PC #6
&7-20-99 CONSTRUCTION ISSUE
Date � Drawn By Chockod 8V
4-21-99 KTF RRO
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CONSEM BUIMM"WAM PAFrJO . I
The work required for this project consists of all items that foil within
the CONTRACT LIMIT LINE. Only those details, utility lines, pavement
types, lighting, planting mqteriols, pavement stripping, concrete curbing,
drainage structures, storm piping, erosion control devices, .grading and I
final elevations, etc. are to be constructed as indicated per these plans. 4 .
Upon -the completion of building *K*, the practice and means must- '
provide the blend of both projects as if one. Contractor shall field verify
.
all connection points to the parking lot and sidewalks of Buitdin4 H interface
before commencing any constructi6tv activities..
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