ebensburgpa.com · EBENSBURG MA N S REET DEVELOPMENT EBENSBURG BOROUGH CAMBRIA COUNTY, PA FEDERAL...

EBENSBURG MA N S REET

DEVELOPMENT

EBENSBURG BOROUGH CAMBRIA COUNTY, PA

FEDERAL PROJECT NO. Q220-TO93-184SITE DATA GENERAL NOTES

1. DO NOT SCALE DRAWINGS.1. OWNER: EBENSBURG BOROUGH

300 WEST HIGH STREET 2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY FROM THE CONSTRUCTION DRAWINGS ALL DIMENSIONS, DETAILS ANDEBENSBURG, PA 15931 TREATMENTS FOR THE SIDEWALKS AND FOR OTHER CONSTRUCTION WHERE INDICATED ON PLAN. THE CONTRACTOR SHALL

WALK AND REVIEW WORK LIMlTS W1TH BOROUGH MANAGER.2. CURRENT LAND USE: EXISTlNG SIDEWALKS

3. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS, SPECIFICATIONS. AND3. PROPOSED LAND USE: REDEVELOPMENT OF SIDEWALKS REQUIREMENTS CURRENTLY ENFORCED DURING THE CONSTRUCTION PERIOD.

4. ALL EXISTING PAVEMENT DAMAGED BY NEW CONSTRUCTION SHALL BE REPAIRED PER STANDARD PADOT CONSMUCTIONSH E E T IN D E X PRACTICES AND SPECIFICA TIONS.

SHEET 1 OF 19 COVER SHEET 5. EXISTING ROADS SHALL BE MAINTAINED IN A CLEAN CONDITlON; MUD, STONE AND DUST FREE AT ALL TIMES. ADEQUATESHEET 2 OF 19 OVERALL SITE PLAN MEANS SHALL BE PROV1DED TO CLEAN THE WHEELS OF ALL VEHJCLES EXITING THE SITE PRIOR TO ACCESSING PUBLICSHEET 3 OF 19 QUANTlTY SUMMARY .. THOROUGHFARES.SHEET 4 OF 19 QUANTlTlY TABULAT}ONS . . .. n .

SHEET 5 OF 19 QUANTITlY TABULATiONS. .. 6. CONTRACTOR MUST CONTACT THE "PENNSYLVANIA ONE CALL SYSTEM" AT 800-242-1776 AT LEAST 3 WORKING DAYS

SHEET 6 OF 19 QUANTITlY TABULATIONS . . PRIOR TO CONSTRUCTlON. DESIGN ONE CALL NO. FOR HIGH STREET IS 0631212 AND 0631206 FOR CENTER STREET.SHEET 7 OF 19 SlTE DETAfLS .

SHEET 8 OF 19 SITE DETAILS 7. EXIST3NG UTILITY LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONTACT ALL UTlUTY COMPANIES USTED TOSHEET 9 OF 19 SlTE PLAN-NEW SIDEWALK & STREET TREE LAYOUT - VERIFY LOCATIONS ANO SHALL LOCATE ALL UNDERGROUND UTILITIES BY TEST PlTS. CONTRACTOR TO CONTACT RESPECTIVESHEET 10 OF 19 SITE PLAN-NEW SIDEWALK & STREET TREE LAYOUT UTlLITY COMPANIES AND ENGINEER 1F CONFUCT SHOULD ARfSE.SHEET 11 OF 19 SITE PLAN-NEW SIDEWALK & STREET TREE LAYOUTSHEET 12 OF 19 SIGNAL CONTROL PLAN 8. THE GENERAL CONTRACTOR 1S OESIGNATED AS THE "RESPONSIBLE PERSON IN CHARGE OF CONSTRUCTION" AND THE SfTESHEET 13 0F 19 TRAFFIC CONTROL PLAN SUPERV1SOR, WHO HAS BEEN SAFETY TRAINED AND CERT1FIED iN THE WORK BEING PERFORMED, IS RESPONSIBLE FORSHEET 14 OF 19 TRAFFçC CONTROL PLAN CONSTRUCTION SITE SAFETY.SHEET 15 OF 19 TRAFFIC CONTROL PLANSHEET 16 OF 19 TRAFFiC CONTROL PLAN 9. THE SITE CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR CONSTRUCTlON OF ELECTRICALSHEET 17 OF 19 LIGHTING LEGEND, ABBREVIATIONS AND GENERAL NOTES CONDUlTS, StTE LIGHTING AND OTHER CONSTRUCTlON ITEMS RELATIVE TO ANY SITE ELECTRICAL WORK THAT MAY BE INSHEET 18 OF 19 ELECTRICAL LIGHTING PLAN CONFLICT WITH THE SITE CONSTRUCTION WORK.SHEET 19 OF 19 ELECTRICAL DETAfLS ..

10. CONTRACTOR SHALL COORD!NATE WITH THE UTILITY COMPANY FOR ANY SERVICE CONNECTIONS TO THEIR RESPECTIVEUTIUTIES.

11. ALL EXJSTING CURB AND SIDEWALK THAT ARE TO BE DEMOLISHED SHALL BE REMOVED FROM SITE AND DiSPOSED OF INGENER AL NOTES ACCORDANCE TO EBENSBURG BOROUGH DIRECTlON.

A. ON OCT. 1, 2005 THE CONTRACTOR SHALL NOT WORK BECAUSE OF BOROUGH OF EBENSBURG FESTlV1T1ES. ON THE LAST WORKING 12. SEE THE MAINTENANCE AND PROTECTION OF TRAFFlC SPEC1AL PROV1SION FOR BUSINESS AND RESIDENCE ACCESSDAY PRIOR TO THESE DATE, THE CONTRACTOR SHALL SECURE WORK EFFECTiVELY WTH BARRICADES AND OR FENCING COR SAFETY ,. .

. REQUIREMENTS AND FOR PEDESTRlAN MAINTENANCE AND PROTECTION OF TRAFFIC REQUIREMENTS.PRECAUTIONARY MEASURES. THE CONTRACTOR MUST ALSO CLEAN AREA OF WORK AND TEMPORARILY RELOCATE EQUlPMENT PERDIRECTIONS FROM THE BOROUGH MANAGER. 13. CONTRACTOR SHALL PROVIDE TRAFFlC CONTROL IN ACCORDANCE WTH PADOT - PUBLICATION 203 WORK ZONE TRAFFiC

. . CONTROL CRITERIA AND SPEC1FICATiONS AND THE APPROVED TRAFFIC CONTROL PLAN.B. APPROPRIATELY SIZED PLASTIC SLEEVES SHALL BE PLACED IN CONCRETE SIDEWALK AND/OR (PATTERNED CONCRETE) FOR NEW u .

PARKING METERS, BASED ON LOCATION AS DESCRIBED BY THE BOROUGH MANAGER. 4 14. CONTRACTOR SHALL PROVIDE ANY AND ALL SAFETY PRECAUTlONARY MEASURES NECESSARY FOR THE SAFETY OF. PEDESTRfANS DURING THE CONSTRUCTION PROCESS.

C. CONTRACTOR SHALL REMOVE ALL EXIST!NG TREES AND PLANTER BOXES PER DtRECTION OF THE BOROUGH MANAGER PRIOR TOCONSTRUCTlON UNLESS DIRECTED OTHERWSE BY BOROUGH MANAGER. 15. ALL POSTS, SIGNS, AND ANY OTHER EXISTING SfTE FEATURES SHALL BE REMOVED PER DIRECTION OF BOROUGH OFNOTE: TWO TREES IN FRONT OF NOON COLUNS INN SHALL REMAlN. THE SAME PAVING DESIGN SHOWN FOR NEW TREES SHALL BE EBENSBURG.PLACED AROUND EXISTlNG REMAINING TREES.

.

16. ALL PAVING AND CURB SHALL BE REMOVED TYPICALLY TO THE NEAREST JOINT.D. CONTRACTOR SHALL PROVIDE 4" MINIMUM DEPTH OF FINE GRADE TOPSOIL IN AREAS DESIGNATED AS LAWN AREAS IN PLAN. THIS ?

AREA SHALL ALSO BE SEEDED IN ACCORDANCE TO PADOT SPECIFlCATION 408 USING FORMULA B SEEING MIXTURE. 17. SITE MAPPING OF THIS PROJECT IS COMPLETE ENOUGH FOR GENERAL PURPOSES ONLY. CERTAIN SITE SPEC5FlCADJUSTMENTS W1LL NEED TO BE MADE DUR1NG THE CONSTRUCTION PROCESS. THE BOROUGH OF EBENSBURG IS PREPARED

E. DURING CONSTRUCTION PER30DS. CONTRACTOR MUST PLAN AND PROVIDE TEMPORARY PEDESTRIAN ACCESS TO THE FRONT DOOR OF TO PROV1DE. TO THE BEST OF THEIR ABILITY, A CONSTRUCTION LIAISON TO HELP MANAGE THE CONSTRUCTION OF THE

EACH AFFECTED BUSINESS AND/OR PROPERTY OWNER. THESE PROVISIONS MUST BE SAFE. CONTRACTOR SHALL NOT1FY ALL BUSìNESS , PROJECT AND FACIUTATE GENERAL CONSTRUCTION.

PLS

AND PROPRD GL ARLSO S E STCP S EETS

PRIOR TO SIDEWALK CONSTRUCTION SO TEMPORARY INTERRUPTlON OF BUSINESSES18. SEE ALL CONSTRUCTION DETAILS FOR TYPICAL SIDEWALK, HANDICAPPED ACCESSIBLE RAMP, CURB CONSTRUCTION AND TREE

INSTALLATION DETAILS.

F. ALL ELECTRICAL CONDUfT AND LIGHT BOXES SHALL BE A COORDINATED INSTALLATION WITH PENELEC19. ALL BENCHES SHOWN ON PLAN ARE NOT IN CONTRACT. THEY SHALL BE PURCHASED AND INSTALLED BY BOROUGH

EMPLOYEES AS DIRECTED BY BOROUGH MANAGER.G. PRIOR TO SIDEWALK CONSTRUCTlON AND DEMOLITION OF EACH AREA, THE CONTRACTOR SHALL DISCUSS THE PRIVATE ENTRY WAYSTO EACH BUSINESS OR RESIDENCE TO SEE IF OWNER WANTS CONTRACTOR TO REMOVE AND REPLACE THEIR ENTRY WAY AND/OR STEPS. 20. ALL STREET PRINT ASPHALT PAVING AND PATTERNED CONCRETE PAVING SHALL BE INSTALLED IN ACCORDANCE TOIF THE OWNER WANTS THEIR PRiVATE ENTRANCE REPLACED THE CONTRACTOR SHALL PRESENT A FEE TO EACH PROPERTY OWNER. THE MANUFACTURER AND SUPPLIER DETAILS AND SPECIFICATlONS.OWNERS W1LL BE RESPONSIBLE FOR THE COST OF ALL PRlVATE ENTRY WAY CONSTRUCTION.

b. IHlb t-'WUJtLi MAT t$t A PHASEI) GUNSlHUUllUN FHOJLGi AS OlHLCELU BY THL BOROUGH Ol- LBLNSBURG.

22. ELECTR1CAL CONDUiT SHALL BE PLACED UNDER NEW SIDEWALKS PRIOR TO CONSTRUCTION.

23. BASE MAPPING WAS PREPARED FROM EXISTING AERIAL PHOTOGRAPHY DATED NEAR 1992.

Ll S T OF PUBLl C U Tl Li TIE S SI TE P LAN LA YOU T SH E E T IN D E X"

B00"EUG OF B N RGO ADD NEW ROOF DRAIN PEPES THROUGH SIDEWALKS AS NECESSARY IN ACCORDANCE TO

25. CATCH BASINS AND CULVERT INLETS SHALL BE PROTECTED WITH GEOTEXTILE MATERIAL OR STRAW BALES USED FOR

B SBRURG M N1CIPAL mUTHORITYEROSlON AND SEDIMENTATION CONTROL.

300 WEST HIGH STREET26. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED PROPERTY TO CONDITIONS EOUAL TO OR BETTER THANEBE SSURG

PA72-5931 CONDITIONS PRIOR TO CONSTRUCTION.

ATTN: JEFF EVANS - n 27. ALL ELEVATIONS AND GRADES MUST HAVE A POSlT1VE FLOW FROM BUILDlNG ACCESS WAYS AT 2.0 % SLOPE ACROSSSIDEWALKS AS DIRECTED BY E8ENSBURG BOROUGH ORDINANCES.

EBENSBURG MUNIClPAL AUTHORITY. 28. ALL PROPERTY AND BUS1NESSES SHOWN ON PLAN MAY NOT BE CURRENT.300 WEST HIGH STREET SHEETS 9 SHEETS 10

P ON 81 472-579 29. ALL WORK IN PADOT RIGHT-OF-WAY IS TO BE BU1LT ACCORDING TO:

ATTN: JEFF EMNSA. PA. DOT PUBUCATION NO. 408/2003, SPEC1FICATlONSB. PA. DOT PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15).

DOMINíON PEOPLES C. PA. DOT PUBLICATION NO. 72, STANDARDS FOR ROADWAY CONSTRUCTION.

HNSTOROA

5904 30. THE CONTRACTOR IS RESPONSIBLE TO MAINTAlN ALL EXISTING SIGNS AND PAVEMENT MARKINGS.

PAHONE E 2D27

31. (F A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SlTE, CALL THE DISTRICT TRAFFfC ENGINEER AT 814-696-7238 AT LEAST3 DAYS PRf0R TO THE START OF WORK.

PEN C - FIRST ENERGY CORP 32. THE TREES SHALL BE PLACED WITHIN THE SIDEWALKS WTH REGARD TO THE CURRENT PARKING SPACE ALIGNMENT SO367 INDUSTRIAL PARK ROAD

'THERE ARE NO OBSTRUCTlONS WITH PARKED CAR DOOR OPENINGS. PRIOR TO TREE ¡NSTALLATlON. CONTRACTOR SHALL

EBENSBURG, PA 15931 . .. NOT1FY LANDSCAPE ARCHITECT AND/OR BOROUGH TO COORDINATE TREE INSTALLATION TO VALIDATE JF E1THER THE TREE

PHONE: 814-471-8021 LOCATION OR THE PARKING SPACES NEED ADJUSTMENT.ATTN: SYD ATHERTON

SHEE TS 11 33. IT IS THE CONTRACTOR'S RESPONSlBfLlTY TO MODIFY. RELOCATE OR REPLACE ANY S!GNAL EQUIPMENT BOXES,TELEPHONE UNDERGROUND OR ABOVE GROUND WIRÍNG, ETC. DAMAGED DURING THE CONSTRUCTION OF THIS PROJECT. A SIGNAL PLANVERlZON HAS BEEN ATTACHED TO THIS PLAN FOR THE CONTRACTOR'S INFORMATION. IT IS ANTlCEPATED THAT ALL JUNCTION BOXES,1119 16TH 3RD FLOOR THE INSTALLATlON OF 1" AND 20 CONDUlT AND LEAD W1RE FOR THE LOOP SENSORS WILL BE REQUIRED. THE CONTRACTORALTOONA, PA 16601 PREPARED BY APPROVED BY iS TO MAKE REPAIRS AS REQUIRED. TAKING CARE NOT TO DAMAGE WORK COMPLETE AND NOT INTERFERE WITH WORKPHONE: 814-940-2650 REMAlNING ON THE PROJECT.ATTN: BRIAN TE LEK se L ROBERT KIMBALL & A8SOCIATE8, INC. OrQugh Of EbenSburgCABLE TE1EVISION Fül CON8ULTING ENGINEER8 & ARCHfTECTSADELPHIA 2 615 WEST HIGHLAND AVE.1155 PLANK ROAD EBENSBURG, PA. 15931 DATE:CARROLLTOWN, PA 15722 .

. PHONE (814)472-7700 FAX (814)472-7712 BÊr u h I a erPHONE: 814-344-8055 EXT. 134ATTN: BfLL ICKES

REC MEND DATE: (

Cameron R. Mock, P.E. Ü2 DISTRICT EXECUTlVE -DATE: N-o ~¶ (ON BEHALF OF THE GOVERNOR

AS WELL AS HIMSELF)

!K"mlialL Robert Kimball & Associates

615 West Highland Ave.

Ebensburg, Pa. 15931

phone (814) 472-7700fax (814) 472-7712email cande0lrkimball.comweb site www.Irkimboll.com

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26.o 66.7 296.0 66.7 _ 79.0 1 WEST HIGH ST. (N. BEECH TO N. JULIAN ) LT _108+77_to 111+67__ S.R

15.0 66.7 300.0 66.74.0 WEST HIGH ST. (S. BEECH ST. TO S. JULIAN ) RT 108+77 to 111+67 S.R,4031

5.0 6.7 0 66.7 __ ___WEST HjGHMET JN.JULIAN TO N.CHER_ 11'+67 to 114+60 S.R.403

5.0 66.7 349.0 66.7570 WEST HfGH STREET (S.JULIAN TO S.CHERRY) RT 111+67 to 114+60 S.R.4031

S.R.4031

24.0 66 373.0 66.7 ___ _ 8 o WEST HIGH STREET_(N.CHERRY TO N.CENTER 114+60 to 117+71 S.R.4031

90 66 7 298.o 66 7WEST HIGH S__TREET (S.CHERRY TO S.CENTER RT_ 114+60 to 117+71

55.0 66.764.0 EAST H!GH STREET (N.CENTER TO N.LOCUST) LT 0 to 303+

66.z 199.0 66 7 66 79 o EAST H|GH STREET (S.CENTER TO S.LOCUST) RT 300+00_to 303+07 S.R.1036

8 0 0 99 0. 31 0 31.0 23.0 EAST HIGH STREET {S.LOCUST TO UNITED CH.} LT 03+07_to 309_77_ S.R.1036

6 0. ... 38.0 192.0 38 0 38.0 48 0 .

EAST HIGH STREET_(S.LOCUST TO HOME D.C.) T 303+07 to 304+77 S.R.10

68.9 2010_ 68.9 701.0 701.0 7010 220 SOUm CENTER STR_EET_(W.OGLE TO W.LLOYD) ? 400+00 to 403+00 S.R.2013

701 7 7 SOU_TH CENTER STREET (E.OGLE TO E.LLOYD) RT +00_to 403+0 20+ EBENSBURG.

44.0 2LO 64.0_ 65.0 520 520.0 90.0 520.0 2 SouTH CENTER STREET_(W.LLOYD TO W.HIGH LT +00 to 406+35 S.R.2013

29.0 440 0 272.0 65.0 520 0 520.0 290.0 520.0 92 2 SOUTH CENTER STREET_(E.LLOYD TO E.HIGH RT 403+00 to 406+35 S.R.2013 MAIN

.

440 24.9 228.0 68.9 10 571.0 2940 571.0 1 NORM CE_NTER__STREET_(W.H[GH TO W.SAMPLE LT 200+00 to 203+17 S.R.4031

7 T Y STREET44 0 24.9 152.0 68.9 571.0 571.0 294.0 57 0 NORTH CENTER STREET (EMGH TO E.SAMPLE) RT 200+00 to 203+17 S R.4031

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EBENSBURG BOROUGH

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sOWNER

REMARKS STATIONS ROUTE

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29 216 0 0.

0.1 WEST HIGH ST._(N. BEECH TO N JUUAN ) 108+77 to 111+67 S.R.4031

29 255 2.0 O. O WEST HIGH ST. _(_S. BEECH ST. TO S. JULIAN ) RT 108+77 to 111+67 40_3

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230 o WEST H1GH STREET (N.JUUAN TO N CHERRY) LT 111+67 to 114+60 S.R.4031

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295 186 03 2 WEST HIGH STREET_(S.JUUAN TO SCHERRY) RT 111+67 to 114+60 R.40

283 ._2H0 2 WEST H_lGH STREET CHERRY TO N CENTER)__ LT 114+60 to 117+71 S.R.4031 09/21/04 RE-B10

1283 16 _0.7 1 2 WEST HiGH STREET (S.CHERRY TO S.CENTER) RT 114+60 to 11_7+71 S.R.4031 REV. DATE DESCRIPTION

285 98 0.3 0.6 EAST H5GH STREET (N.CENTER TO N.LOCUST) LT 300+00 to 303+07 S.R.1036 (SSUE 03/08/04

1 285 199 0.5 0 4 EAST HlGH STREET (S.CENTER TO S.LOCUST) RT 300+00 to 303+07 S.R.1036PROÆCT NO 03 1300 0377

140 76 9 0 1.2 0 04 EAST HIGH STREET (S.LOCUST TO UNtTED CH.) LT 303+07 to 304+77 S.R.1036 DRAWNBY; NLS

. 170 143 6 o 1.3 0.04 EAST HIGH STREET (S.LOCUST TO HOME D.C.) RT 303+07 to 304+77 S.R.1036CHECKEDBY: GLH

303 203 0 7 1 2 SOuTH CENTER STREET (W.OGLE TO W.LLOYD) LT 400+00 to 403+00 S.R.2013'O L Robert Kimban & Associates

SOUTH CENTER STREET (E.OGLE TO E.LLOYD) RT 400+00 to 403+00 S.R.2013 SHEET TITLE

290 164 0.7 1 2 SOUTH CENTER STREET (W.LLOYD TO W.HtGH) _LT 403+00 to 406+35 S R.2013

___2 290 272 0 7 ____ _1 2_ ____ SOUTH CENTER _STREET_(E.LLOYD__TO E.HIGH1 RT_ 403+00 to 406+35 S.R.2013 QUANTITY

. 294 _ 228 0.7 ______ 1 2 . ____ NORTH CENTER STREET (W.HtGH TO W.SAMPLE) LT 200+00 to 203+17 4031 TABULATIONS. 294 152 0.5 1 0 NORTH CENTER STREET (E.HIGH TO E.SAMPLE) RT 200+00 to 203+17 S.R.4031

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Sheet 4 of 19

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ROADWAY SUMMARY L. Robert Kimball & Associates

615 WeSt Highland Ave.EbenSbürg, Pa. 15931

QUANTTTY EMIBER I DESCRIPTION NUMBER SEE QUANTITY NUMBER DESCRIPnON NUhMER SEE QUAN1TTY NUMBER DE8CRIPTION NUMBER SEE QUANTITY NUMBER DESCRIPTION M ER SEE phone (814) 472-7700UNIT SHEET UNIT _____ SMET

__ MT UNIT 8HEETe o a n eOrk ..com0203 ÖAS? 1B EXCAVÄTlON 9606 GRADE ADJUSTMENT OF EXfSTING S)DEWALK BASEMENT 0962 4" YELLOW WATERBORNE PAVEMENT MARKINGS 9720 DETECTABLE WARNING PAVERS web site www.irkimball.com

235 00044 & 6 3 0250 ACCESS HATCHES 4 1768 1005 5 344 ? 0001 5

ÖC VE ASPHALT MiXTURE DESGN HMÄ BASE 9 7 MAIL BOX (RELOCATIONS AS NEEDED) 0962 4" WHITE WATERBORNE PAVEMENT MARKINGS ___ 5 STABILIZER FABRIC (UNDER CONCRETE PAVERS)378 003o COURSE, PG 58-28, < 3 MlLUON ESALS, 4 & 6 2 0100. . . 4 3855 1000 . 5 68 ? 0001 5

CONSUi..TAN'SSY 25.0 MM MIX 8" DEPTH EACH LF SY

0309 SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE 9607 NEWSPAPER VENDING STANDS (RELOCATiON AS NEEDED) 0962 6" WHITE WATERBORNE PAVEMENT MARKINGS 9803 TOPSOIL ~1 UNIT PEAT TO 5 UNITS TOPSOfL

540 .

0033 COURSE, PG 58-28, < 3 M(LUON ESALS, 6 0101 4 720 1001 5 122 + 0001 5SY 25.0 MM MIX 9.5" DEPTH EACH LF CY

0350 SUBBASE 4" DEPTH (NO. 2A) 0630 PLAIN CEMENT CONCRETÈ CLIRB, INCLUDING REiAOVAL 0963 MENT MARKfNG REi40VAl 9803 TOPSOIL (COMPACTED)3839 0104 4 4097 0010 OF EXfST1NG CURB 4 100 0001 NO TAB . 153 + 0002 . 5

SY LF SF CY0350 SUBBASE 6" DEPTH (NO. 2A) 0676 CEMENT CONCRETE SIDEWALK 9000 COMPONENT ITEM STREET LIGHTING 9803 COMPACTED SOIL (UNDER TREES)

939 + .0106 4 2794 ._. .0001 0001. 3 31 + 0003 5

SY SY EACH CY0409 SUPERPAVE ASPHALT MlXTURE DESIGN, HMA WEARÍNG 0802 TOPSOfL FURNISHED AND PLACED 9000 RELOCATE BUS SHELTER 9808 EE - CLEVELAND SELECT (4 1/2" CAL. B&B,

3786 0442 COURSE, PG 64-22, 0.3 TO < 3 MILUON ESALS, 12.54 48 0001 0002 5 29 + 0552 INSTALLATION ONLY)SY MM MPX, L5" DEPTH SRL-H CY EACH EACH

0460 BITUMINOUS TACK COAT 0804 SEEDING AND SUPPLEMENTS ~ FORMULA B 9000 COMPONENT 1TEM CHÈRRY STREET 9808 TRÉÉ -- RÉD?PIRE PEAR(4 1/2 CAL. B&B,3584 0001 7 0011 0003.. . 6 32 + 0553 INSTALLATlON ONLY) 5

SY LB EACH EACH0469 POLYMER MOD?FlED ASPHALT JOINT AND CRACK SEAUNG Ö805 MULCHING - WOOD CHIPS, 3" DEPTH . 9409 STAMPÈD PATTÉRNÈD ASVH¯ALT 9931 RESET POST MOUNTED SIGNS, TYPE B

1774 0012 FOR BITUMINOUS SURFACES 7 0Ö19 4 365 ? 0442 5 13 ? 0001 5LF SY _ __ __ __ __ _________ __ ___ ____SY _ _ EACH

0491 MILUNG OF BITUMINOÜS PAVEMENT SURFACE, VARtABLE 0805 MULCHING - STRAW 9501 4" PATTERNED CONCRETE SIDEWALK 9933 PARK1NG METERS3584 ..

0070 DEPTH 0022 3333 + 0020 5 40 ? _ 0001 6SY TON SY EACH

0501 H.E.S. PLAIN CEMENT CONCRETE PAVEMENT, 8" DEPTH 0808 WATERING 9501 'H.E.S. PLAIN CEMENT CONCRETE PAVEMENT, 8" DEPTH 9933 REMOVE FLAG STANDS AND PARKING METERS606 0128 4 12 6000 4 342 ? 0128 (PATTERNED CROSSWALK) 5 55 + 0004 6

SY M GAL SY EACH0606 GRADE ADJUSTMENT OF EX3STING INLETS 0810 SELECTIVE TREE REMOVAL 9617 4" TRENCH DRAlN (NOON-COLLINS INN) 9962 CURB PAINTlNG (BLUE) HANDICAP PARK!NG

2 0050 , 9052. . 5 40 ? 0001 5 50 + 0020 6SET EACH LF . LF

0606 GRADE ADJUSTMENT OF EXTSTING MANHOLES 0845 UNFORESEEN WATER POLLUTION CONTROL 9705 CONCRETE LEVEUNG COURSE (UNDER CROSSWALK) 9962 HAND|CAP PARKING - WHEELCHAIR SYMBOL5 0150 4 PDA . Ç_0_02__.._.. NO TAB 36 ? 0001 5 2 0030 6

SET PDA CY EACH9606 GRADE ADJUSTMENT OF EXfSTING SIDEWALK BASEMENT 0901 MA1NTENANCE & PROTECTlON OF TRAFFiC DUR)NG 9713 _ _12"x 12"x 3" CONCRETE PAVERS (AROUND TREES) 9962 CURB PAINTING (YELLOW) NO PARKING

1 .

0160 VENT 0001 CONSTRUCTIONNO TAB 109 ? 0001 (INCLUDES 2 EXlSTING TREES AT NOON COLINS LNN) 5 770 + 0232 6

9606 GRADE ADJUSTMENT Ö ËXISTÍNÒ WATER METER PIT 0 Ö1 DDlTlONAL TRAFFIC CONTROL SlGNS 9 3 "x Ã" 23?" BRICK PAVEN5 (AROUND TREES)

LF

1 0170 COVER4 100 0240 13 54 ? .

0002SET SF SY

9606 GRADE ADJUSTMENT OF EXISTING TRAFFIC SlGNAL 0901 FLOODL1GHTS

3 0200 CONTROL COv1-RS4 2 0 2 3

EBENSBURG

MAIN

STREETLEGEND

DEVELOPMENT+ SPECIAL PROVISIONS iTEMS

EBENSBURGBOROUGH

CAMBRIA COUNTY PA

PROJECT NAME

STREET LIGHTING SUMMARYQUANlTIES fNCLUDED IN iTEM 9000-0001

ITEM DESIBI FOR TAB |

QUANMY NUMBER DE8CMPn0N NUMBER SEEUNIT SHEET OWNER-

POLE FOUNDATlON57 ? 0152 NO TAB

EACH9910 ALUMINUM STREET UGHT, TYPE A

49 ? 0001 NO TABEACH9910 ALUMINUM STREET ÜGHi ÝYPE B

8 ? 0002 NO TABEACH

.

9910 AWG 8 DB ELECTRICAL CABLE, COPPER, 1 CONDÜCTOR750 ? 4056 NO TAB

LF

9910 AWG 10 DB ELECTRICAL CABLE, COPPER, 1 CONDUCTOR

7,500*

. 4057 NO TABLF

B 9910 AWG 12 DB ELECTRICAL CABLE, COPPER, 1 CONDUCTOR

19,500 ? 4058 NO TABLF

0910 1 1/2" D$RECT BURlAL CONDUIT

9,000 5053 NO TAB

091Õ 2" DlRÉCT BURIAL CONDUlT500 5055 NO TAB

0910 3" DlRECT BURPAL CONDUlT500 . 5059 NO TAB

LF

0910 TRENCH

3,500 6000 NO TABLF .

0910 COM¯¯PLÉTE POWER SUPPLY SYSTEM09/21/04 RE-BID3 7020 NO TAB

EACH REV. DATE DESCRIPT}0N0910 ITESTING OF ENTIRE LIGHTING SYSTEM7210 ISSUE: 03/08/04

LS __ PROJECT NO. 03-1300-0377SCALE NOT TO SCAl FDRAWN BY: NLSCHECKED BY: GLH

C L Robed Kimball & Associates

SHEET T:TLE

QUANTITYSUMMARY

Sheet 3 of19

Pil

L. Robert Kimball & Associates


EbenSburg, Pa. 15931

Z phone (814) 472-7700

- - 2 fax (814) 472.-7712

w w email aandeelrkimballcom

Sweb site www.lrkimball.com

REMARKS STATIONS ROUTECONSULTANTS

*1 340__ _ . .WEST HÉGH ST. (N. BEECH TO N. JULlAN ) LT 108+77_to 111+67 S.R.4031

1 340 ... .____ WEST HIGH ST. (S. BEECH ST. TO S. JULIAN ) RT 108+77 to 111+67 S.R.4031

1 380 45 100 145 21 WEST HIGH STREET (N,JULIAN TO N.CHERRY) LT 111+67 to 114+60 S.R.4031

1 215 45 106 21 WEST HIGH STREET (S.JUL!AN TO S.CHERRY) RT 111+67 to 114+60 S.R.4031

175 90 94 40 WEST HIGH STREET (N_.CHERRY TO N CENTE_R) LT 114+60 to 117+71 S.R.4031

180 90 136 40 WEST HIGH STREET (S.CHERRY TO S.CENTER) RT . 114+60 to 117+71 , S.R.4031

4 90 68 18 EAST HGH STREET (N.CENTER T0_N.LOCUST) LT 300+00 to 303+07 S_.R.1036

2a0 __ _0L_ 18 40 EAST H GH STREET (S.CENTER TO S.LOChlS_T) RT 300+00 to 303+0 S R.1036

2EAST HJGH STREET (S.LOCUST TO UNITED CH.) LT 303+07 to 304+77 S.R.1036

. . . .__ .EAST HIGH STREET_(S.LOCUST TO HOME D.C.) T 303+07 to 304+77 S.R.1036

1 385 600 117 22 SOUTH CENTER STREFT £W.OGLE TO W.LLOYD) LT 400+00 to 403+00 S.R.2013

SOUTH CENTER STREET (E.OGLE TO E.LLOYD) RT 400+00 to 403+00 S.R.2013

EBENSBURG3 420 90 580 60 132 39 SOUTH OENTER STREET (W.J..LOYD TO W.HIGH) LT 03+00 to 406+35 S.R 2013

. 349 90 ..39 _.-- . ?

SOUTH CENTER STREET (E.LLOYD TO E.HIGH) _ +00 to 406+ S R 2013 MAIN1 ±00 0 588 ___ 15 140 _39.2 NORTH CENTER_STREET (W.HIGH TO W.SAMPLE) LT 200+00 to 203+17 S.

STREET2 400 90 154 45 NORTH CENTER STREET (E.HlGH TO E.SAMPLE) RT 200+00 to 203+17 S.R.4031

14 55 720 1768 1 365 1333 342.2 40 ___ __ _ _ DEVELOPMENT

EBENSBURG BOROUGH¤ CAMBRIACOUNTY,PA

PROJECT NAME

EBENSBURG, PA.

ä 8OWNER:

WREMARKS STATlONS ROUTE

21 WEST HtGH ST. (N. BEACHCH TO N. JULIAN ) LT 10B+77 to 111+67 S.R.4031

2wEST HÉGH ST. (S. BEECH ST. TO S. JUUAN ) RT 108+77 to 111+67 S.R.4031

. 2.12 10.7 5.3 24 7.3 . 120 15.0 3.0 3 3 WEST H}GH STREET (N.JULIAN TO N.CHERRY) LT 111+67 to 114+60 S.R.4031

2.12 10.7 5.3 24 7.3 12.0 15.0 3.0 3 3 wEST HlGH STREET (S.JULIAN TO S.CHERRY) RT 111+67 to 114+60 S.R.4031

4.26 10.7 5.3 24 . 6.5 12 0 15.0 3.0 3 3 WEST HIGH STREET (N.CHERRY TO N.CENTER) LT 114+60 to 117+71 S R 403109/21/04 RE-BID

4.26 10.7 5.3 32 6 5 . 12.0 15.0 3.0 3 3 1 WEST HlGH STREET (S.CHERRY TO S.CENTER) RT 114+60 to 117+71 S.R.4031 REV. DATE (DESCRIPTION

1.98 5.3 2.7_ 24 3.3 6.0 7 5 1.5____ _ _ ____ 1 2 2 EAST HIGH STREET _(N.CENTER TO N.LOCUST) LT 300+00 to 303+07 036 1SSUE. 03/08/04

1.9e 8 9?? 4.5?? 3 6 0 7 5 1 5 2 .1EAST H1GH STREET_ (S.CENTER TO S LOCUST) R T 00 to 303+07 S.

PRO ECT NO.

NO 1T3000

0377

24EAST HIGH STREET (S.LOCUST TO UNITED CH.) LT 303+0_7 to 304+77 S.R.1036 DRAWNBY; NLS

.8

EAST HIGH STREET (S.LOCUST TO HOME_D.C. RT 303+07 to 304+77 S.R.1036CHECKEDBY GLH

07 5 3 1e 6.5 12.0 5.0 3 0 ___ 3 3.

1 __SOuT CENTER STREET (W OG_L_E TO W.LLOYD) LT 400+00 to 403+00 S.R.2013L. Robert Kimbarl & Associates

.

SOUTH CENTER STREE _{E.OGLE TO E.LLOYD) RT 400+00 to 403+00 S.R.2013 SHEET TITLE

4.59 10 7 5.3 32 12.0_ _ 15.0 3.0 __ _ 3 2 SOUTH CE_NTER STREET_(W.LLOYD TO W.HlGH_) L_T+00 to 406+35 2013

5.13 07 5.3_ 24 6.5__ __ 12.O__ 5.0 0 3 3 3 SOUTH CENTER STREET_(E.LLOYD TO E.HrGH) RT 403+00 to 406+35 S.R.2013 QUANTITY4.36 10.7 5.3 16 6.5 12.0 5.0 3.0 4 2 2 . NORTH CENTER STREET (W.HJGH TO W.SAMPLE) LT 200+00 to 203+17 S.R.4031

TABULATIONS5.0 a.9 4.5? 16 7.7 14.0 7.5 3.5 2 5* NORTH CENTER STREET_(E.HIGH TO E.SAMPLE) RT 200+00 to 203+17 S.R 4031

35.8 . 108.7 54.1 344 67.9 122.0 52.5 29 32 13 __ ___

* 2 OF THESE TREES WILL BE PLANTED IN EX(STING TREE PlT AND EXlSTING GRATE WILL BE REUSED.** AROUND EXlSTlNG TREES Sh t 5 f 19ee o

2 5 6

TABULATlON OF COMPONENT TEM CHERRY STREET a ?UALIT S INCLUDED N ITEM 9000-0003



EbenSburg, Pa. 15931

phone (814) 472-7700

t I z fax (814) 472-7712email aande0frkimball.com

o z o o web site www.irkimball com

o 0- o vd O 2 CONSULTANTS

z REMARKS STATIONS ROUTE REMARKS STATIONS ROUTE

o - o o

____ _ ____ ___ __ __ __70 _ WEST HIGH ST. (N. BEACHCH TO N. JUUAN ) LT_ 108+77 to 111+67 S.R.4031 ..__.____ . . . __ ____

... _____ 70 ___ WEST HtGI-·l ST. (S. BEECH ST._TO S. JUUAN ) _R_T108+77 to 111+67 S.R.403_1

1806 1806 1806 SOUTH CHEERY STREET FROPRA S EET

4 7 70 WEST HlGH STREET (N.JULtAN TO N.CHERRY) LT 111+67 to 114+60 S.R.4031 __ . ___ __ ______________ ________

5 ___ 100 WEST HIGH STREET (S.JULIAN TO S.CHERRY) RT 111+67 to 114+60 S.R.403112.0 23.0 23.0 SOUTH CHEERY STREET FROMO LST

HIGH STREEl

4 5 55 WEST HíGH STREET (N.CHERRY TO N.CENTER) LT 114+60 to 117+71 S.R.403120.0 40.0 40.0 40.0 SOUM CHEERY SMEET

FROM 0 A Y

4_ 4 __ __40 WEST HjGH SMEET _(S.CHERRY TO S.CENTER) RT 114+60 to 117+71 S.R.

85 EACHST HIGH STREET (N.CENTER TO NLOCUST) LT 300+00_to 303+07 S.RJO36 ___ _____ __ __ ____

4 4 _ _ _____ 85 EACHST_ HIGH STR_EETJS.CENTER TO S.LOCUST) RT 300+00 to 303+07 S.R.1036 __. __________ __..__. __. ._ _____ _ _ __. _...._ __ __ _________ _ _ __ _ _ _ _____

___ EACHST HlGH STREET (S.LOCUST TO UNiTED CH.) LT 303+07 to 304+77 SR.1036 ._.... ___ , _ _ _ __ ____.. . __. _..___ EACHST HIGH STREET (S.LOCUST TO HOME D.C.) RT 303+07 to 304+77 S.R.1036 ___ _ .. ... . .._____ .. . .. . . . . .. _._ _.. _ _

4 5 40 SOUTH CENTER STREET (W.OGLE TO W.LLOYD) LT 400+00 to 403+00 S.R.2013

SOUTH CENTER STREET (E.OGLE TO E.LLOYD) RT 400+00 to 403+00 S.R.2013 EBENSBURG4 5 50 2 40 SOUTH CENTER STREET (W.LLOYD TO W.HlGH) LT 403+00 to 406+35 S.R.2013

MAIN4 5 35 SOum CENTER STREET (E.LLOYD TO E.HIGH) RT 403+00 to 406+35 S.R.2013 . _ .._ _

4 7 35 NORTH CENTER STREET (W.HfGH TO W.SAMPLE) LT 200+00 to 203+17 S.R.4031 ..._______ STREET4 7 45 NORTH CENTER STREET (E.HtGH TO E.SAMPLE) RT 200+00 to 203+17 S.R.4031

DEVELOPMENT40 55 50

.2 770 .

EBENSBURG BOROUGH

CAMBRIA COUNTY, PA

PROJECT NAME.

EBENSBURG. PA.

OWNER

09/21/04 RE--81D

REV. l DATE DESCRIPTION

ISSUE: 03/08/04PROJECT NO 03-1300-0377SCALE NOT TO SCALEDRAWN BY: NLSCHECKED BY GLH

L. Robert Kimbau & Associates

SHEET TlTLE

A

QUANTITYTABULATIONS

Sheet 6 of 19

23

45

Kimba IL. Robert Kimbah & Associates


EbenSbUrg, Pa. 15931

phone (814) 472-7700

LANDSCAPE NOTESE fox (814) 472-7712

OST RE T E ON OF ENSTON OF T A AL SHALL BE S IC CON M C

SI 60

m b Site wwW rkim |

USDA AND AJCHN.

2. CONTRACTOR SHALL VERIFY ALL UTlUT1ES NTHlN WORK AREA AND SHALL BE RESPONSIBLE FOR THElR

PROTECT10N.

USE UGHTLY COLORED

3. TREE LOCATTONS MAY NEED TO BE ADJUSTED BASED ON LOCATIONS OF UT1UT1ES, 8' CASTRN --PLACE PATTERNED CONC. AO

AR E) P ERCONSULTAN'S

NO RRGAT S EM REQUREDMP Tl UNT1L TR A EALTH

AFER PLANENG ANDPLACE 6" WIDE

RUNNING BOND PATTERhl WITH FULL DEPTH COLOR

PAiNTED WHITE STRIPE 5-SEPARATEPOURS TO ROAD Q(TYP) ROWLOK PAVING PATTERN

5. ALL PLANT1NG BEDS TO RECE!VE 3* SHREDDED HARDWOOD MULCH AS SHOWN ON PLANS. ON ALL CROSSWALKSFOR PATTERNED CONCRETE

6 N LANT1 G LANT MA AL CUBNDR OVEDTERIAL

AT TOP. REMOVE TOP 1/3 OF BURLAP. (TYP.) - 6 EX1STlNG R SALEN ANEMENPSI

W(TH

7. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFlLLING. FLUSH W1TH PAVEMENT

G O D M ES OFES SU CI

TP N AN ENTSA L E STING ASPHAL

MAY BE MADE NTH THE BOROUGH tF HEAUNG-lNTlME OF PLANTS 15 LONGER THAN 1 WEEK. TREES SHOULDPER PADOT STANDARD

-

NOT BE STORED ON ASPHALT

1"-2" (TYP.)P OVED BY m PRO C LAN SCAPE A CH C OR THE WNE S EPR NT TI

COMPLETED ANDCLASSIC GRAY A-33

F M NURSERY EXPOSE TREE TRUNK FLARE BY CLEAR1NG PL OR1GIN GRAD BEFORE D G EY SHA BE F FROM DEFECTS N RE D CE F1EDT1LE RED A-28

EXCESS Soll AROUND THE FLAREBY APPROPRIATE FEDERAL AND STATE AUTHORIT1ES TO BE FREE FROM INSECT INFESTATIONS AND DtSEASES.

SLOPE AWAY FROM TREE TRUNK 11. TREES PLANTED ALONG SIDEWALKS, PEDESTR1AN ACCESSES AND RtGHT-OF-WAYS SHALL HAVE A STRAIGHT

TRUNK AND BRANCHES THAT SHALL BE KEPT TRiMMED (9) NINE FEET ABOVE ANY SIDEWALK AND (11)

-

±12" SQUARE TREE OPENING 12" X 12" X 2 3/8" CONCRETE PAVERS HANO LAfD IN SANO. ELEVEN FEET ABOVE ALL STREETS.

3" HARDWOOD BARK MULCHOLOR SAME AS MATERIALS USED FOR THE EBENSBURG 12. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER

COMMUNtTY PARK PAVERS, BY HANOVER OR APPROVED EQUAL GROWN STOCK NLL BE ACCEPTED 1F (T TS ROOT BOUND, ALL ROOT WRAPP1NG MATER1AL MADE OF SYNTHET1CSO

GEOTEXTlLE STABlUZATION2 3/8"x 12" X 12" CONCRETE PAVER TO MATCH COLOR TO

OR PLASTlCS SHALL BE REMOVED AT TWE OF PLANT3NG. 1' O.C

MATERIAL CLASS 4, TYPE BATERlAL USED FOR EBENSBURG BOROUGH COMMUNITY PARK, 13. NTH CONTA1NER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAJNER BALL CUT

|

SHALL UE AROUND PERIMETER OF 5' X 5' P1T AREA OFTHROUGH THE SURFACE IN TWO VERTICAL LOCAT10NS.

SEE DOWEL DETAll

STREET TREE. 14. PRJOR TD PLANTING OF ANY TREES, THE LOCATtON OF ALL TREES SHALL BE WARKED FOR APPROVAL BYTHIS SHEET AND

BRUSHED SAND BETWEEN PAVER PAVERS FLUSH WITH CONCRETE AND PATTERNED CONCRETE.THE PROJECT LANDSCAPE ARCHITECT OR OYilNERS REPRESENTAT1VE. SEAL ASPHALT JOtN

PEDESTRÍAN

15. ALL PLANT MATERIAL SHALL BE TTPICAL OF THElR SPEC1ES AND VAREETY; HAVE NORMAL GROWTH HAB5TS.PER PADOT STANDAR DETAlL SECTION C'

'

NEW CONCRETE PAV)NG SEE DETAILWELL DEVELOPED, DENSELY FOLIATED BRANCHES. AND VGOROUS, F1BR00S ROOT SYSTEMS.

16. AT PLAN11NG T1ME. ALL PLANT MATERIAL SHALL BE THINNED BY REMOVING BROKEN AND/OR DEAD

4" PATTERN CONCRETE

VEGETATIVE WATERIAL INCLUDING BRANCHES AND ROOTS NTH APPROPR$ATE SHARP TOOLS, g" WDE WHITE EXISTING ROAD

B BASE .

.S SO B R N AN ANTI ES AT BE N G24

H NTI ALL PLANE PEDESTREAN CROSSWALK DETAIL

. 0àPC

15. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS IN THE CONTRACT DRANNGS. THROUGH LOCAL VEHICULAR TRAFFIC

. . . . b1B. ALL PLANTS SHALL BE PLUMB UNLESS OTHERNSE SPECIFIED.

PLAN VIEW N.T.S.

COMPACTED .

20. THE LANDSCAPE CONTRACTOR SHALL PROYDE LOAM FILL (F1NE GRADE TOPSOIL) AND PEAT MOSS FORBV SMOOTH DOWELS WITH AZTEC SLIP SLEEVES (TYP)

SUBGRADE ? ?

THE PLANTS AS PER THE CONTRACT DRANNGS.F O.C. AT ROAD CENTERLINE AND SEPARATE POURS

21 ALL PLANTS SHALL BE THOROUGHLY WATERED TNCE DURING THE F1RST 24 HOUR PERIOD AFTERSEE SECT10N B'/B' FOR CROSS SECTION DETAIL

COMPACTED TOPSOIL :

N SHALL THEN BE WATERED WEEKLY OR MORE OFTEN. IF NECESSARY. OURfNG THE

COMPACTED SOIL 5' X 5 AREA BELOW PATTERNED CONCRETE (TYP).

ADJUST PATTERNED CONCRETE WIDTH }F NECESSARY

TOPSOL M XRESS TO 5 PARTS

5' x 5' PIT OPENJNG 4'2

HEP NFORM T1 REGAR NG N CH ACLANNG CHEDULE FOR TYPES OF PLANTS AND TO PROVIDE FULL WIOTH BRICK PATTERN.

PARTS TOP GRADE TOPSOIL21 ALL TREES SHALL BE HANDLED NTH CARE AT THE TlWE OF PLANTING. TREES SHALL NOT BE DROPPED

EBENSBURGOR M1SHANDLED DURING PLANTlNG T1ME OR PLANTED iN NNDY CONDMONS EXCEEDING 15 MPH

I

DECIDUOUS TREE PLANTING DETAIL 24. ALL TREES SHAU.. HAVE A 1 YEAR WARRANTY FROM THE TIME OF PLANTING AND SHALL BE REPLACED

FOR STREETSCAPE DEVELOPMENT0""'""00"0''"""'"''"'"'""'"'A" MAIN

N.T.S.

1 BREAK UP EXISTlNG SUBGRADE 1'-1.50 AROUND THE

PERIMETER OF TREE PIT FOR SOIL AERATION AND ROOT

GROWTH STlMULATION.

DEVELOPMENT

2. FREE LAID PAVERS SHALL BE LAID SUGHTLY HIGHER

THAN ADJACENT CONCRETE TO ALLOW FOR SETTUNG

OF T PSOL. THE R CE SHALL SLOPE AWAY FROM

EBENSBURG BOROUGH

3. TREE TRUNK SHALL BE WRAPPED WTH TREE

CAMBRIA COUNTY, PA

WRAPPING MATERIAL WHEN PLANTED FOR

CONSTRUCTION DAMAGE PROTECTION. TREE WRAP MUST

BE REMOVED BY CONTRACTOR PRlOR TO COMPLET10N

PROJECT NAME.

OF THE PROJECT.

EBENSBURG, PA

TOPSOlL M1XTURE:

TOP GRADE TOPSOIL USE 1 PART PEAT MOSS TO 5 PARTS TOPSOiL (TYP) FOR AREA

5' X 5' AREA AROUND THE TREE (TYP). TOPSOfL SHALL BE LIGHTLY COMPACTEO.OWNER:

COMPACTED TOPSOIL

12" X 12" X 2 3/8" CONCRETE PAVERS HAND LAiD ¡N SAND.

NEWLY PLANTED TREE TRUNK SEECOLOR SAME AS MATERIALS USED FOR THE EBENSBURG

TREE PLANTÍNG DETAIL ABOVECOMMUNITY DARK PAVERS, BY HANOVER OR APPROVED EQUAL

ROAD 8" WIDTH CONCRETE OVER TRIMMED EXISTING CURB BELOW.

AND L4AOX

2 3/8" BR CK A R # 5 BAR 4' O.C. ( FOR TIE TO EXISTlNG CURB OPTION)

CURR CUT RAMPS FOR THF PHYSICAll Y HANDICAPPFD NOTES.

CHARCOAL GRAY AS CHOSEN BY BORO TERRA COTTASEE CURS DETAÍLS ABOVE

1. THE SLOPES OF THE WHEELCHA!R RAMP SHALL BE A

COMPACTED TOPSOILOR

REPRES AR TREE OPENING W1TH

RED TlLE RED A-28

MAXIMUM OF 12 TO 1 (12" HORlZONTAL TO 1" VERT(CAL).

3" DEPTH OF WOODCH P MULCb .

-EXPANSiON

HOWEVER, IF THE 3 FT, LANDING AREA CANNOT BE OBTAINED

JN THE NARROW S}DEWALKS WITH THIS SLOPE, IT MAY BE

? ?

SNCREASED, BUT IN NO CASE SHOULD IT EXCEED A MAX1MUM'

u

OF 8 TO 1 (8" HORtZONTAL TO 1" VERTICAL). cUSE PAPER MATRIX JOINTS (L1GHT COLORED)TYPICAL THROUGHOUT BR$CK PAVING DESIGN

2. RAMP SURFACE SHALL BE ROUGHER TEXTURED SURFACE THAN (

o

USED ON THE SURROUNDING SIDEWALK. USE TRUNCATED DOME

. A .

.

CONSTRUCTiON PAVERS FOR DETECTABLE WARNiNGS. SEESDESLOPE MN

r-12:1 MAX..

RC-67M FOR ADDITIONAL DETAILS.RAMP

CUR8 SLOPE

3. PEDESMAN SIGNS, IN ACCORDANCE TO ADA SPECIFICAT5ONS .

TO TAPER CURB P CTED

SHALL BE PROVIDED FOR BUS ROUTE IDENTIFICATION, FLUSH CUR FOLLOW SLOPE OF THE RAMP.. ? .· - . . SOfL (DF.

o

INFORMATIONAL SIGNAGE AND WARNING SlGNS. SEE , PEDESTRIAN 6 OR 8"

.

SPECtFlCATIONS IDENTIFIED IN ADAAG 703.5. NOSE OF CUI CROSSWALK CURBSECTION C-C

(SEE DETAll BELOW) REVEALv

4. THE DETECTABLE WARNING PAVERS SHALL BE 2' WIDE THE FLUSH (DEPRESSED) CURB2

v v

ENTIRE LENGTH OF THE DEPRESSED ASSESSABLE RAMP 6" PAINTED WHlTE12:1 MAX. DETECTABLE 4' MIN.

(TYPICALLY 4' W1DE MIN) ALONG THE EDGE OF THE FLUSHRAMP SLOPE WARNÉNG LANDING .

s 1

CONCRETE CURB.STR1PE (TYP.) 1 3 AREA

., s 09/21/04 RE-BID

5. DETECTABLE WARNINGS, A DISTlNCTlVE SURFACE PATTERN OFNOTE: TRUNCATED DOME DETAILS SHALL BE USED FOR RAMP AREAS SEE CURB DETAll

wREV DATE DESCRfPT10N

DOMES DETECTABLE BY A CANE OR UNDERFOOT, ARE REQUIREDOF POTENTIALLY HAZARDOUS CONFUCTS OF PEDESTRAIN/VEHtCLES FOR DEPTH 6" AGGREGATE SUBBASE

ON THE SURFACE OF CURB RAMPS.ONLY AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.

, 5 SISSUE: 03/08/04

6. FOLLOW ALL CURRENT ADA GUIDELINES FOR REQU!RED TACT1LEPLAN

S_E_CTiON D-D.

PROJECT NO. 03-1300-0377

SURFACING FOR ALL ACCESSIBLE RAMPS AS INDICATED ON THE

O 2 SCALE. NOT TOSCAI F

SITE PLAN. TACTILE WARNING STRtPS SHALL BE lNSTALLE ON

.3

ALL RAMPS AS SHOWN ON THE PLANS DESlGNATED BY R .

DRAWNBY NLS

CHECKED BY: GLH

CURB CUT RAMPS FOR THE PHYSICALLYPLAN VIEW TREE INSTALLATION DETAIL WITHIN SIDEWALK © L. RObert Kimball & ASsociateS

HANDICAPPEDN.T S

SHEET TITLE

A

' '

NQTl:A

ADJUST PATTERNED CONCRETE WIDTH IF NECESSARY j

TO PROVIDE FULL W)DTH BRICK PATTERN.I

SITEDETAILS

Sheet 7 of 19

e x 0- W.W.F L. Robert Kimball & AssociatesAPRON SuoerDave items

TOP OF CURR

.. . *** Superpave Asphalt Mixture Design, HMA Wearing615 West Highland Ave

GUTTER LEVEL Course, PG 64-22, <0.3 Mmion ESALS, 9.5 mm EbenSburg, Pa. 15931r UP Mix, 1 f Depth, SRL-L

A SUBBASE NOTE: SLOPE ALL SIDEWALKS MINIMUM 1% AWAY FROM , Superpave Asphalt Mixture Design, HMA Bose phone (814) 472-7700BOTTOM OF CURB 4" DEPTH ALL BULLDÉNGS TOWARD CURBS. Course, PG 58-28, <0.3 million ESALS, 25mm Mix, fax (814) 472-77!2SECTION A-A SFCTlON B- CONCRETE SIDEWALK/SLAB 8" Depth - Place in 2 Ilfts. *

site www mNOTES. MEDIUM BROOM FINISH

1. 1/2 PREMOLDED EXPAN90N JOlNTS EVERY 30' OR LESS ONWIDTH VARlES. ** Subbase, (No. 2A.)

CURB AND SIDEWALK. 0.02 ft/ft SLOPE2. SCORE SIDEWALK EVERY 5 UNEAL FEET AND CUR9 EVERY ... 6 X 6 X 6 WWF (TYP) NTH CAULKIN CONSULTAN'S

TO FEET. " . . .. ..*CURB PER PA DOT SPECIFlCATIONS .

5'-0" yARiFs3. CONCRETE STRENGTH-4000 P.S.L . . . COARSE AGGREGATE SHALL BE 1/4" R PATTERN CONCRETE CONCRETE O

4. 4 INCHES OF PADOT 2A COARSE AGGREGATE TO BE USED 4- AASHTO # 8 tN CUR8 SECT10N.80

DENPGL RN. C OR 1/4 PEAS BASE MATERiAL FOR AU. CURBS & SIDEWALKS.

THE EXISTING CURB SHALL BE 2' MIN TO BE DETERMINED FT. SLOPEREMOVED ALONG WITH A 2' WIDE 1" RADIUS BY OWNER. BRUSH SURFACE

2A AGGREGATE SECTION OF THE ROADWAY. FlNlSH

SUBGRAD EXtST.ASPHALT SEALER USE EXPANSION MATERIAL

? BiTUMlNOUSO

. WHEN ABUTTtNG EXISTlNG

. . . . . SIDEWALK/SLAB DETAIL "^V'"0 '01"0

, . 3 SIDEWALK N.T.S- SAW-CUT EXIST. PAVING. . . ... r f 4"-2A PADOT COMPACTED-. *USE TYPE 'A' CONCRETE

APPLY ASPHALT CEMENT TO . . .T26 X 6" X 6- COARSE AGGREGATEY EXPANSON90lNT

2 .- ** USE 8" OF CONCRETE THICKNESSEXPOSED SURFACES

PA EME 6"--2A PADOT COMPACTED WWM.? FOR AREAS WHERE ALL DRIVEWAY OF NEW PAVING . . COARSE AGGREGATE

' ' ENTRANCES OCCUR AND HEAVY --- -- _ _ COMPACTED SUBGRADE

RB UNE DUTY CONCRETE IS SPECIFIED. EXISTING CONCRETE BASE - . - -

5 uAx. NDTH5 12'-0" SNGLE, 16'-0" DOUBLE DfWEWAY 1'-5"??? 1.5" WEARING COURSE

* SUPERPAVE-BASE COURSEDEPRESSED CURS DRIVE ENTRANCE PLAN ~* SUBBASE, (No. 2 A.) FULL DEPTH CURB & SIDEWALKN.T.S.

SECTION A/A(EAST HIGH STREET)

N.T.S.

* USE TYPE 'A' CONCRETE

ALL CONCRETE FOR CURB CONSTRUCT10N SHALL BE CONSOUDATED NTHA VIBRATOR (INTERNAL) IN ACCORDANCE NTH ACI 309, TABLE 5.1.4.

APPLY HOT BlTUMINOUS MIXTURE WHERE CUR8ING ABUTS STREET

PAVEMENT TO SEAL JOINT.

REPAlR ALL STREET PAVEMENT DAMAGED BY CUR8 REMOVAL

AND REPLACEMENT OPERATIONS PER PA DOT STANDARDS.

SAW CUTTING AND EXCAVATION IS INODENTAL TO CUR8 INSTALLATION COST.

© ME REMOVAL OF THE EXtSTING 90EWALK IS INCtDENTAL TO THE COST TO INSTALL NEW SIDEWALK

EBENSBURG

JISTANCE VARtES. SEE SITE PLAN MAINCAST-IN -PLACE PATTERN CONC. USE USE PAPER MATRIX JOFNTS (LIGHT COLORED)SLiP-PROOF SAND SURFACE COAT TYPICAL THROUGHOUT BRICK PAV)NG DESlGN4000 PSI (T1P.)

FINISH S A COATPATTERN CONCRETE. COLOR DETERMINED BY OWNER

AND/OR ARCHrTECT) USE 80-90 LB. PER 100 SF OF \/SEPARATE POUR SEPARATE POUR COLOR HARDENER PER MANUFACTURER SPECS. V

CONTRACTOR FOR PATTERN CONCRETE SHALL BE A. PENNSYLVANIA LICENSED INSTALLER.

EBENSBURG BOROUGHp NOTE A: IF THE FlNISH GRADE ELEVAT10NOF THE PATTERNED CONCRETE IS GREATER CAMBRIA COUNTY, PA

EXISTING OÄD CEMYRUNE ? .THAN 12" ABOVE THE EXISTING CONCRETE.THAN A CONCRETE LEVEUNG COURSE

NCRETE SHALL BE INSTALLED. F LESS N 12- PROJECT NAME

CONCRETE DEPTH SHALL EXTEND TO THEEXiSTING CONCRETE. rF EXISTlNG CONCRETE

SUBGRADE IS LESS THAN 8" FROM THE FINALB"X l' SMOOTH DOWELS WITH AZTEC SLIP SLEEVES (TIP.) SURFACE GRADE ELEVAT3ON, THE NEW

l' O.C. AT ROAD CENTERUNE AND SEPARATE POURS. PATTERNED CONCRETE SHALL BE NO LESSEBENSBURG. PA

SEE PLAN VIEW PEDESTRIAN CROSSWALK DETAIL. THAN B" THICK. THEREFORE, THE EXIST1NG Suoeroave ItemsCONCRETE MUST BE REMOVED AND A 6

"

MlN1MUM DEPTH OF 2A STONE SHALL BE ? Superpove Asphalt Mixture Design, HMA Base

PEDESTRIAN CROSSWALK CENTERLINE PLACED BELOW THE PATTERNED CONCRETE. Co se

Dept5828 mill

s.ESALS,25mm Mix,

DETAIL CROSS SECTION C'/C' OWNERN.T.S. SEAL EXPANSION

na Subbase, (No. 2A )

MATERIAL

WITH CAULKINC

*CURB PER PA DOT SPECIFJCATIONS. .5-0 yApiF

COARSE AGGREGATE SHALL BE 1/4" R PATTERN CONCRETE CONCRETE oAASHTO # 8 IN CURB SECTTON. OLD ENGUSH RUNN5NG S,lo,EWA

THE EXISTING CURB SHALL BE 2' M1N O BE MN D SLOPEREMOVED ALONG WITH A 2' WlDE 1" RADIUS BY OWNER. BRUSH SURFACESECTION OF THE ROADWAY. F N SH

EXIST.ASPHAL20S

ALER - -. * USE EXPANSiON MATERIABJTUMINOUS r WHEN ABUTTING EXISTING

PAVING SL 002 T BUSLDING,

SAW-CUT EXIST. PAVING. C --2A PADOT COMPACTED

EXPO D SURFACES PR OR 6"X 6" X 6 COARSE AGGREGATE

9 PLACEMENT -- ,6 -2A PADOT COMPACTED WWM.

OF NEW PAVING. COARSE AGGREGATE

EXIST1NG CONCRETE BASE ?

- RCOMPACTED SUBGRADE

NOTE: CONCRETE ADDlTlVE SHALL BE USED FOR OUICKSTRENGTH HARDENING FOR THE CONCRETE. LANES MUST BEOPENED TO TRAFFIC WITHIN 24 HRS

USE PAPER MATR1X JOINTS (UGHT COLORED) TYPfCAL* SUPERPAVE-BASE COURSE

THROUGHOUT BRICK PAVING DESIGN "" SUBBASE, (No. 2 A.)SE ALTERNATE COLOR ROWLOK PAVING PATTERN BY

MANUFACTURER (SOLDIER ARRANGEMENT) COLOR ASDETERMINED BY OWNER AND/OR ARCHITECT USE

S U D R MO 8' CAST-IN-PLACE PATTERN CONC 80-90 COLOR HARDENER PER MANUFACTURER PULL DEPTH CURB & SIDEWALKALL EXISTING ASPHALT USE SUP-PROOF SAND SURFACE COA SPECS.

PER PADOT STANDARDSFOR Fl SH SU ACE AT. 6" WIDE PAINTED STRlPE SECTION A/A

ESPHALGBlTUMINOUS r-Y BOTH SIDES

(WEST HIGH STREET. SOUTH CENTER STREET.NOTE A: IF THE F!NISH GRADE ELEVATION NORTH CENTER STREET) ^OF THE PATTERNED CONCRETE IS GREATER / \1 09/21/04 RE-BID

PLAIN CEMENT CONC. THAN 12" ABOVE THE EXISTING CONCRETE. N.T.S.LEVELING COURSE 4" MIN. THEN A CONCRETE LEVEUNG COURSE REV. DATE DESCRlPTION

- SHALL BE INSTALLED. lF LESS THAN 12" * USE TYPE 'A' CONCRETE ISSUE 03/08/04EX1STING CONCRETE BUT MORE THAN 8", THE PATTERNED WKS

SURFACELJRNT VED

ONCRNG CONCR TE. F EX S NG CONC TE ALL CONCRETE FOR CURB CONSlRUCTION SHALL BE CONSCUDATED NTHPROJECT NO: 03-1300-0377

VARIES. SEE NOTE A S LESS THAN 8" FROM THE FINAL A WBRATOR (INTERNAL) IN ACCORDANCE WTH AQ 309. TABLE 5.1.4. SCAsE T To gpA| p

FRNEDGRCONCRE S AL BENN LESSAPPLY HOT BITUMINOUS MlXTURE WHERE CURBING ABUTS STREET DRAWN BY NLS

COMPACTED SUBGRADE THAN 8" THICK, THEREFORE, THE EXISTlNGPAVEMENT TO SEAL JOINT.

CHECKED BY GLHPEDESTRIAN CROSSWALK PAVER DETAIL CONCRETE MUST BE REMOVED AND A 6

" REPAIR ALL STREET PAVEMENT DAMAGED BY CUR8 REMOVAL

MINIMUM DEPTH OF 2A STONE SHALL BE AND REPLACEMENT OPERATIONS PER PA DOT STANDARDS. L. RObert Kimbafl & AssociateSTHROUGH LOCAL VEHICULAR TRAFFIC PLACED BELOW THE PATTERNED CONCRETE.SAW CUTTING AND EXCAVATION :S INODENTAL TO CURB :NSTALLAT10N COST.

SECTION B'/B'THE REMOVAL OF THE EXISTlNG SIDEWALK IS INODENTAL TO THE COST TO (NSTALL NEW SlDEWALK

SITEDETAILS

Sheet 8 of19

LMT OF WDMCambria County S.R. 4031 pgRecords/Old Jail . STA. 203+25

SEG 0050 -. OFFSET 325 L. RObert KimbaH & Associates

. Pari615 West Highland Ave.


phone (814) 472-7700. foX (814) 472-7712

. ......._-_......-_-....._ . - ---- email aandeelrkimball.c0mEND CUR8 ENS-?URB-C - -

web site WWW.Irkimball.c0mEND WORK END WORK

495 R/W) SAMPLE STREFJ (49E R/W). _...- .

CONSULTANTS

PLANSCH4 PLANTING SCHEDULELEGEND BOTANICAL NAME COMMON NAME REMARKS

P3nas colleriena Qaveland 4' to4 1/2' Dockluous 35 - - STA 202497.78Qeveland Seleet' Peor B & 8 15' G AND

stle PutPyrus Caëeryana Redspire 40 to 4 1/? Deciduous 35

Redspke Pear B & B 15 .

States S

Post OfficeVacantBuilding

p E NAN

8 H&R BlockoR » H FACE OF CURB TCEQUAL

FLUSH CUR - BRizzo

L T OF WORKUPRE S ES ( )

STA. 10B+74.00 Vacant (SEG 0040 . Lot VacantOFFSET 874 Building

Vacant. Building& Barker

PaMngBuilding EGS G ES

e Area o . 8

o E Drive Promletar 0 BEGN =

, Thru Bank Shoc"'* . -Parking E

R.5 NCH -

e s ,, e Ara C a EBENSBURGResidential Vacant b e CS & o o

. Park to MAINLot a e Planter EXISTING CURB SHALL BE --.- EPRESS CUR8 INSTALL STAMPED.PATTERNED SHALL WEXI

Tl G EWALK. TAPER CURB TO TOP

C NEW CONCRETE SDEWALK8" ¶N 1 LF F . ¿SPHALT OR APPHOVED EDUA BEGIN REMOVED AS DIRECTED. OF EXST1NG INLET O O

UEN EW URB END PYRR (TYP) .. .. NEW ACCE$SlBLE RAMP

CUR9 --........ ..-. . 2 Z . .

___

OVE E)CSTNG B P NDEVELOPMENT

SH CURBc DE DE

NEW CUR8 OVE EXIST1NG B' PA ED5 P N

114+00 TYP EBENSBURG BOROUGHNEW CURB o 200 --_ _ . ....__-. - ---- -- ------r

-- ? . · -----W -CUT ISTINC

, . . . - -- --110+00 - - -

-T HIGH STREET (8 R/W) RESS CURS

115+00PYRR (TYP)

SR 4031 E SE L 5 ( ) PA STAN A

(TW)(SEE DETAL) CAMBRIA COUNTY, PAREMOVE E)GST1NG CONCRETE CURB AND WALKS EX1STNG CE

R OVE EXJST1NGTYP) E S (TYP 2E C R DET )

REMOVE (BY 80ROUGH)(NIC, F U MTH 5 A NED CON ET

AND NSTALL NEW SDEW N.NEW CURS F H

.. ,

- RAMPS RAMP PROJECT NAME:

BEGNN COVER DTH E

Ed rSWG%äW

Sn der &. Ebensbur u e e Fam y EBENSBURG. PA.9 e e - Associates OX

Bedding e Music I Parking. Shoppe Mart Area E Moose

Ebensburg W Dollar General DOWNER

Borough a Stores

Building ---r

DEPRESS CUR8 t

ASPHALT OR APPROVED EQUAL McKenrick & P2 R McKenrick $ DrMastrini .

Mo aineer- END CURB

ALLEY (10'R/W) Pa

LEGEN = =. ..... . ... .. WES o m B R S ON ME

Land & Mapp ng ServicesS ALT A D S AL R

STAMPED PATTERNED ASPHALT OR ME CONMACTOR SHALL REMOVE ALL r BAR BOU.ARDS. STANDARDS OAPPROVED EQUAL. BRICK RUNNING BOND ROUND BOLLARDS. PARK1NG METERS. BRtCKS AND CURBS.

STYLE. COLOR TO BE DETERMINED BY mE CONMACTOR SHALL PLACE A 30' NDE STRtP OF ASPHALT

BOROUGH. ALONG fME EXISTING PARKING LOT AND SEAL COAT ME SEAM.

. EXSTING CURB SHALL E. .

NEW CONCRETE SIDEWALKS. (SEE DETAIL) - -- - - - -- - -- -BEDE

ALL EXISTING CONCRETE, BRICK ANDASPHALT WALKWAYS SHALL BE REMOVED E)0STING CURB SHALL BE REMOVED. ALL ParlWHERE NEW WALKWAYS ARE SHOWN. S

EMB

IED AN L

- WA.KWAY SHALL BE REMOVED.

. PATTERNED CONCRETE OF PENNSYLVANlA .Smarta, Persio,OR APPROVED EQUAL. STYLE SHALL BE 09/21/04 RE-BIDOLD ENGLISH RUNNING BOND. COLOR MATCH TO SHEET 11 EV DATE DESCRIPTIONSHALL BE DETERMiNED BY BOROUGH OFEBENSBURG ISSUE: 03/08/04NEW HEAVY DUTY CONCRETE SlDEWALKS. PROJECTNO 03-1300-0377

(SEE DETAIL) ALL EXISTING CONCRETE, SCALE. 1"=30'BRICK AND ASPHALT WALKWAYS SHALL DRAWNBY: NLSBE REMOVED WHERE NEW WALKWAYS ARE

CHECKEDBY GLHSHOWN.

.... ...... ...... ... .. . D L. Robert KImball & Associates

LAWN AREASHEET HTLE

GRAPHIC SCALE SITE PLAN- W - EXISTING WATER LlNE

EXlSTING GAS LINE NEW SIDEWALK &EXISTING SANlTARY SEWER LINE

( m rarr ) STREET TREE LAYOUT1 inch ? 3D fL

. . .ACCESS5BLE RAMP

DE DRIVEWAY ENTRANCE

NIC NOT IN CONTRACT Sheet 9 of 19

!K'mba IL. RObert Kimball & Associates

nuron615 West Highland Ave.

LIMIT OF 17ÖRT Ebensburg, Pa. 15931

S.R. 4031 phone (814) 472-7700STA. 203+25 fox (8u) 02-m2SEG 0050 emoii OOndeoirkmboti.Com

OFFSE T 325**b 'I'* *** 'kI*boiloo

Parking Area

__ CONSULTANTS

END CURB N CUÑBEND WORK END WORK

-- - SAMPLE STREET gg.fVW - S MPLE STREET

S

..... .. . . .. _ . .. -_- _.-. STA 97.7BEND AND

BENCH

N ) ..

aStie PubC= PLANTING SCHEDULE

REMOVE PYRPS TYPLEGEND BOTANICAL NME COMMON NAME REMARKS

EXIST) (T ) ., Ppa cdlerpa Oevskmd 40 to4 1/2' Deciduous 35

Post Office 7 .

Sád Pm B & B 15

VacantBuilding Pps Collerpo Redspre 4 to 4 1/2 Deciduous 35

CPM M

.Redspre Peor B & B 15

EXISTlNG DRMN AN

EDNH&R Block

H T OR APPROM o FACE OF CURB TO

FLUSH CVR Rizzo EXISTING CURB SHALL BE REMOWD ALL EXISTING-DE E Cu . Chiropractic n Bos"CKoowT W SHR

OR OVED.

VacantLot - Vacant

BuildingUnited

Vacant Church

Barker BuHding of Chrlat EBE NS BURG( ) REMOVE METAL GRATES nOCO

Building D E»SuNC A-Plus MAIN. STA 201+00.0 BEGIN - . - . - 209

XTS G""' a V To .

Northern LIMIT OF WORK STREETE "d" On E W Cambria -

S.R. 1036£D NET

T Drop-In STA 304+75.00 DEVELOPMENTTO BE DETERMNED BY Center SEG 0040

PYRCS (WP .

ARCl4TECT/OWNER OFFSE T 475x Park EBENSBURG BOROUGH

e P R (TYP) NEW CONC. WALKN & C CAMBRÍA COUNTY PA

-. PROJECT NAME.

LLI FLUSH WM - Fl_ SH FLUSH CURO - REMOVE END WORK AT END

CBOXRAMP RAMP

R RB DR W ENTRAN S S

T AND R VE TING W30S+00 3OB+00

+00 a' CROSSWALK SIDES ( SDES (TYP)302+00 __ _ ______

W..CU TlNG 8 NDEiROSSWALKS 30 00 R CURB E ST HIGH STREET 303+00 ^ SR 1038 A (68 R 306+0C

P ST ARD(TYPXSEE DETML)

"(N 6 r ACE OF R T

EW END NEW COROEBENSBURG. PA.

RAMPS RAMP . .SH

e NEW CONC. WALK VE BUS . NG TREE GIN OWNER:NDTH VAR1ES (TYP SHELTER AND I EXSTlNG ROOFDR N SHALL REMMN CURB

- Edgari \ Valle Dairy * EW O B R O D AND PLACE SAME BRM .

- ----Snyder & Family estawant ES SH

Associates PRO C ONS PP)Parki ome Des

Moose REMOVE D D S Shop co -Concepts LEGENDG DtRECTED BY BOROUGH.

a N M3D2.6EN S Bank

PAVEMENT OVERLAY.

NOTE: ALL TREE LOCAT)ONS HAVE BEEN MEASURED IN FtELD. TREES ARESTAMPED PATTERNED ASPHALT OR

. - . .. . . .... .. . - ..- - .. SHOWN IN ACCURATE LOCATIONS AND SHAU. BE PLANTED MTH1N ABOUT 1* APPROVED EQUAL. BRICK RUNNING BOND

.. TOLERANCE. UNLESS DETERMNED OTHERNSE BY BOROUGH MANAGER STYLE. COLOR TO BE DETERMINED BY

AND/OR LANDSCAPE ARCHITECT, (SEE DETMLS FOR INSTALLAT10N) .BOROUGH.

? LF TH S DES P

McKenrick &- z a NEW CONCRETE SIDEWALKS. (SEE DETAEL)

McKenrick Drive-thruS.R. 4031 SÉG 0050 OFFSET 0000 AHD= ? ALL EXISTING CONCRETE, BRICK AND

S.R. 4031 SEG 0040 OFFSET 1771 BK= ASPHALT WALKWAYS SHALL BE REMOVED

M alSH RAMP . S.R. 1036 SEG 0040 OFFSET 0000= WHERE NEW WALKWAYS ARE SHOWN.

. S.R. 2013 SEG )100 OFFSET 0635END CURB PATTERNED CONCRETE OF PENNSYLVANIA

..... .

ParMng Nea S.R. 4031 STA. 200+00,0 AÅD=OR APPROVED EQUAL. STYLE SHALL BE

. o OLD ENGLISH RUNNING BOND. COLOR

AMPE PATsRNE SPHAL BEGN-.- - S:R. 4031 STA. 117+71 BK= SHALL BE DETERMINED BY BOROUGH OF

APPROVED EQUAL CURBNEW CONCRETI PAvlNG MOTH VARIES

SX 1036 STA. DO+0p.00= EBENSBURG

3ervlCe8 S.R. 2013 STA. u406+35.oO1 O E NG

NEW HEAVY DUTY CONCRETE SIDEWALKS.

STANDARDS . Vacant (SEE DETAIL) ALL EXISTING CONCRETE,BRICK AND ASPHALT WALKWAYS SHALL

. Building BE REMOVED WHERE NEW WALKWAYS ARE

Powelfs SHOWN. 09/21/04 RE-81D

N R9 SHD

0D NGn

REV. DATE DESCRIPTION

O DIRECTED. ..--- -- - LAWN AREA ISSUE 03/08/04

w HA BE E US ED ANPROJECT NO 03-1300-0377

Ov ^ E ED NG BRICK . . . . ........ .. . - --.. ... .....- SCALE 1"=30.......... - EXISTING WATER LINE DRAWNBY: NLS

MATCH TO SHEET 118''"00^8 ''"' 0""0

EXlSTING SANITARY SEWER LINE © L. Robert Kimball & AssoCiates

e ACCESSIBLE RAMP SHEETT|TLEA

DE DRfVEWAY ENTRANCEA

GRAPHIC SCALE NIC NOT IN CONTRACT SITE PLANNEW SIDEWALK &

-> STREET TREE LAYOUT1 inch - 30 ft.

j

Sheet 10 of 19

!E"mba IL. RObert Kimball & AssOCiateS



phone (814) 472-7700fax (814) 472-7712email aandeOlrkimball.comweb site wwwdrkimball.com

CONSULTANTS

MATCH TO SHEET 9 MATCH TO SHEET 10

Webb, & McGill DEPRESS CUR9 B' 1Ñ

Attomeys

C Parking Area

FLUSH RAMP ENO

STAMPED P RN A L ACROSS ST

CURB

CURS8' MDE CROSSW ACCESS)BLE RAMP (TYP)

(TYP) (SEE DETAL) (SEE DETAIL)

(49S R/W) Cu LLOYD STREET

FLUSH RA P

LEGENDTO EDGE OF EX5STNG ASPHALT

STAMPED PATTERNED ASPHALT ORSm CURB BE SM-C

APPROVED EQUAL. BRICK RUNNING BONDT NG STR VA AND

STYLE. COLOR TO BE DETERMlNED BYSHALL BE DEMOUSHED AND REMOVED

BOROUGH.

AS D RECTED BY QROUGH

NEW CONCRETE SIDEWALKS. (SEE DETA!L)ALL EXtSTlNG CONCRETE, BRlCK ANDASPHALT WALKWAYS SHALL BE REMOVED

. WHERE NEW WALKWAYS ARE SHOWN.

PATTERNED CONCRETE OF PENNSYLVANIA8

OR APPROVED EQUAL. STYLE SHALL BEEBENSBURG

OLD ENGLlSH RUNNING BOND. COLOR

-

SHALL BE DETERMlNED BY BOROUGH OF PREBCUR 8 .

EBENSBURGr e AIN

NEW HEAVY DUTY CONCRETE SIDEWALKS.REMOVE EXISMNG TREE

(SEE DETAIL) ALL EXISTlNG CONCRETE,STREET

BRlCK AND ASPHALT WALKWAYS SHALL. BE REMOVED WHERE NEW WALKWAYS ARE

SH OWN.C.C.LD.C. e CambrIS COunty DEVE LOP MENT

Advantage Court House

LAWN AREA

Realty EBENSBURG BOROUGHames stratton a e CAMBRIA COUNTY, PA

-- A EXISTING WATER L(NE

PROJECTNAME.

-- EXISTlNG GAS LINESEC ON A A

--... c EXISTING SANITARY SEWER LINE X1STl G ROUND NG ARASLONG

ACCESSIBLE R AMPNE C ETE

G EBENSBURG. PA.

DE DRIVEWAY ENTRANCEe 5 PA RNED CONQRETE

NiC NOT IN CONTRACT

A EC VERS

M t S NG EN 5 CH D CURBO B.OWNER

PYRR ( TP) ____

-..----- - ----- - - 5 OLISHED ND M S- --

- - ----- - - - - - - --- --- - GRECWDr£XISTNG BRKX- WAkMWAY- SHAll- E- REMOVEB USH RAMP

(49B R/W) g C OGLE STREET

· LIMIT OF WORK

ONTINUE STAMPED PATTERNED . - .-_. .. . à S.R. 2013ASPHALT TO PRAVE ST. O STA. 400+00.00

O SEG 0100Residential - ® OFFSET 0000

e, PLANTING SCHEDULELEGEND BOTANICAL NAME COMMON NAME REMARKS

Pyrus oaßeryana Oendone 4' to 4 1/2" Deciduous 35

'Deveiend Selecf Pear B & B 15

P)rus Cdler)ana Redepire 4" to 4 1/2" Deciduous 35PYRR 32

'Redspire. Pear B & a 1s

Residential

. 09/21/04 RE-81D

REV. DATE DESCRIPTiON

ISSUE: 03/08/04PROJECT NO 03-1300-0377

SCALE 1"=30'

DRAWNBY: NLS

CHECKED BY: GLH

© L. Robert Kimball & AsSociates

SHEET TlTLE

A

GRAPHIC SCSITE PLAN

NEW SIDEWALK &

STREET TREE LAYOUT

Sheet 11 Of 194

2 6

i 1milaL. Robert Kimball & ASSociateS



phone (814) 472-7700

E

- rox (814) 472--77 2

esite w w rkim

om

CONSULTANTS

TABULATION OF COMPONENT ITEMS

TRENCH , CONDUIT, JUNCTION BOX, ELECTRICAL ITEMS

APPROXIMATEQUANTITIES( INFORMATION ONLY) RizzO S. R. 403 1 ,PRE S C 8 I

, 1rOpròCtlCS. R. 2013

6 v e ANDS. R. 1036

> in OVè-en

DESCRIPTION 8ul Oln

G WATERLINE

LOCATION z noo aoo aoa a ao a ao ao ao o /

CC - 1 5 5 -C 2 P

-- L C 2 -

s -1 2 2m0 C EBENSBURG

O O 2-2

- 2 57 57 u +mSR 4031

+01

R MAIN

2 - 5 5 o ,+65

EAST HIGH STREET SR 1036 STREET

- T 5' 50 DEVELOPMENT

O. C/2 9 L .-- -- -

2 - 6 15 15 2-c o EBENSBURG BOROUGH

3 - 15 15 a C 2"s

CAMBRIA COUNTY, PA

3 - 6 61 61aml Heståur än t pq0jggy vAME

PR .BE C TIONS (TYP)

SSO 18T S

1- 4 55 55 IS Bänk EBENSBURG. PA.

5 5

4 - 15 15 OWNER

S.R. 4031 (NOT IN CONTRACT)DETECTORS

2 STA. 117+40 LT ( INFORMATION ONLY)3 S. R. 1036 n L E GE ND

STA. 300+29 LT ITEM SENSOR 5S. R. 1036 L T .

4 - MAST ARM

4 STA. 300+27 RTUNIT DESCRIPTION SEN. NO. QUAN. SI2E ROUTE STA. SIDE OFFSET - -- ---g - STRAIN POLE/MESSENGER CABLE

5 R78 RT

LOOP SENSOR139 6'X50' II SR 4031 117+01 RT 2. O 4EW CONCRETE PM!Nü WlDTH VARIE5

--- - F o - - VEHICULAR SIGNAL HEAD

STA +90 LT1 LOOP SENSOR

130 6'X50' II SR 4031 117+09 RT 13.0--H - PEDESTRIAN SIGNAL HEAD

SR 4031 & SR 1036 350 725 800 LF- SIGN

WIRING INFORMATION 0956 LOOP SENSOR- VEHICLE DETECTOR

c101 i36 6,X50s [[ SR 1036 300+65 LT 3.0 _+) () - PEDESTRIAN PUSH BUTTON/SIGN

·· - 56 LOOP SENSOR)

- CONTROLLER ASSEMBLY

TOTAL 58 155 171 370 350 725 6 800 001 125 6'X50' 11 SR 1036 300+60 LT 14.0- JUNCTION BOX

09% LOOP SENSOR

- C/4"- - CONDUIT/SIZE

0101 ® 134 6'X50' 11 SR 2013 405+72 RT 6.5 W/4"- SOLID WHITE LINE/WIDTH

NOTE: SPLICING OF WIRE IS NOT RECOMMENDED FOR PROPER LF BW/4-- BROKEN WHITE LINE/WIDTH

OPERATION OF SIGNAL IZED INTERSECTION. Ü5 '00" $'"So" g 133 6,X30, ¡¡ SR 4031 200+63 LT 7.0 SCALEY/4"- SOL ID YELLOW LINE/WIDTH /?\ 09/21/04 RE-BID

LF0 25' 50' 75' BY/4"- BROKEN YELLOW LINE/WIDTH REV. DATE DESCRlPTION

DY/4 " - DOUBLE SOL ID YELLOW L INE/WIDTH ISSUE: 03/08/04PROJECTNO, 03-1300-0377

SCALE. ny yn gcAi pDRAWN8Y: NLS

CHECKED BY GLH


THIS PLAN HAS BEEN DESIGNED BY

PENNDOT AND HAS BEEN INCLUDED SIGNAL CONTROL

FOR INFORMATION ONLY. PLAN

Sheet 12 of 19

GENERAL MPT NOTESPg

l'x6" PüST CA

1. THIS WORK CONSISTS OF MAINTENANCE OF TRAFFIC AND(CON

PROTECT10N OF THE PUBL1C WHEN APPROACHING AND DEPARTING THE

CONSTRUCT10N AREA AND WTHIN THE UMITS OF CONSTRUCTION.4'×4' P S - 2 x4 CONT L. Robert Kimball & Associates

2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONMOL SIGNS TABULATION OF TRAFFIC CONTROL DEVICESAND DEMCES. MAINTAIN TRAFF1C DURING HOURS OF CONSTRUCTION

615 WeSt Highland A

AND AT ALL OTHER TIMES IN ACCORDANCE NTH THE METHODS (FOR INFORMATION ONLY - INCLUDED IN ITEM #O901-0000tNDICATED ON THESE DRAW1NGS AND THE FOLLOWING:

2 ×4 CG Ebensburg, Pa. 15931

P'×4 S P RT N

A. THE SPECIAL PROVISIONS OF THE CONTRACT.- Phone (814) 472-7700

B. PA. CODE, T1TLE 67, CHAPTER 203, WORK ZONE STth NO, SIZE DESCWTIONfax (814) 472-7712

E TRAFF1C CONTROLS. tD EEC eman aandeokkimballcom

C. PA CODE TITLE 67, CHAPTER 204, GU1DEUNES TO ,,¯¯¯ T web site www.1rkimball.com

(MPLEMENT ACT 229 OF 2002, ADDIT10NAL TRAFF1C CONTROL W8-1 30"X30 BUMP*

DEMCES IN HfGHWAY WORK ZONES, STATEMENT OF POUCY. . N - P'x 0

D. PA. CODE, TITLE 67, CHAPTER 211, OFF1CIAL TRAFFICW13--1 24"X24 ADVSORY SPEED 12

-

E NDOT U8UCATION NO. 35, APPROVEDW21-4 36"X36" ROAD WORK S1GN 12 , 6 C W C CONSULTANTS

CONSTRUCTION MATERIALS (BULLETIN 15)- W30-1-1 D1STANCE PANEL (500 FT) 4 . .

F. PENNDOT PUBLICATION NO. 408/2003,A A

SPECIFICAT10NS. W30-1-2 DISTANCE PANEL (1000 FT) 4SLCT ON A L .

3. REMOVE THESE DEMCES IMMEDIATELY UPON COMPLETION OF THE W30-1-3 DISTANCE PANEL (1500 FT) 4

WORK. THE DEPARTMENT WILL REMOVE ANY TRAFFIC CONTROL

SCALE N N

DEVCES ERECTED BY DEPARTMENT FORCES.G20-2A 60"X24 END ROAD WORK 4

4. THE CONTRACTOR MUST ARRANGE FOR INSPECT10N OF ALL R11-2 60"X30" ROAD CLOLED SlGN 6 4 PCS

TRAFFlC CONTROL DEMCES PRIOR TO START OF WORK.. R9-8 24"X12" PEDESTRIAN CROSS WALK **

5. COVER OR REMOVE ALL CONFLlCTING SIGNS AND ERADICATE ALL R9.-9 24"X12" SIDEWALK CLOSED ** 4'×4 PCSCONFUCTING PAVEMENT MARKINGS. _.-..__ -.- -..- ... . .- _ - - -

- '×B Ji¯ 1S

6. MOUNT ALL LONG TERM ADVANCE WARNING SlGNS ON TYPE HIR9-10 24"X12" SIDEWALK CLOSED USE OTHER SIDE ** "x4 BRA

BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY D1STRICT R9-11 24"X12" SIDEWALK CLOSED AHEAD CROSS HERE ** * p

OmCE.R9-11A 24"X12" SIDEWALK CLOSED CROSS HERE " * _. ..-_ T

7. ALL SlGNS AND DEVICES ARE TO BE MAINTAINED IN NEW OR UKE.

NEW CONDITIONS. W11-2 30"X30" PEDESTR1AN CROSSING " r>

.

8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL T1MES. LOCATE W1 7P 24"X D AGONAL ARROW ** ..

ALL StGNS SO THAT THE SlGHT DtSTANCE NLL NOT BE OBSTRUCTED R8-3A 24"X24" NO PARKlNG* - . - --

AT DRIVEWAYS AND SlDE STREETS... . __STR .

9. ALL LONG TERM WARNING SIGNS SHALL BE TYPE IllTYPE W BARRICADES

u L - X8 S

FLUORESCENT ORANGE OR TYPE Vll REFLECTORiZED SHEET1NG. CHANNEUZlNG DEV1CESr

10. THE CONTRACTOR SHALL NOTtFY LOCAL EMERGENCY AUTHORiTlES TYPE B LIGHTS-

(POUCE, FlRE, MEDICAL, ETC.), AFFECTED BUSINESSES, SCHOOL-- --- - - SEC 2 3 .

-

DISTRICT(S), THE GENERAL PUBLiC AND THE D1STRICT COMMUNITY RELATIONS TYPE C UGHTS SCAL F NENE 7

COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIF1CANT

TRAFFlC iMPACTS (e.g., LONG TERM LANE RESTR1CTIONS, DETOURS).* PROVIDE SUFFICIENT QUANTITY

a p

** SEE "PEDESTRIAN TRAFFIC CONTROL" THIS SHEET.

- -11.DETOURS OF STATE ROUTES SHALL NOT BE PERM5TTED. DETOURS

×Î RI®E_U _____

OF LOCAL HIGHWAYS SHALL HAVE THE PRIOR APPROVAL OF THESUPP-lR S R

APPROPRIATE LOCAL AUTHOR!TIES.S:0E AND CEN FR S

SEE SF T N B-B n4A FN

12. IN AODIT10N TO THE LONG-TERM SIGNING SHOWN (DETAIL A), TABY TIQN QF TRAFFIC CONTRQL DEVlçESPROVIDE SHORT-TERM SIGNING kN ACCORDANCE NTH PENNDOT SEPARATE PAY ITEMSPUBLICATION 203, WORK ZONE TRAFFlC CONTROL, FIGURES 5, 7, 10AAND 10b.

-----

13. SEE SPEClAL PROV1SIONS FOR ADD1T10NAL REOUlREMENTSAND RESTRICTIONS. __ . _._ _ ____ .. . . __ ._

.

0901-0240 100 SF DÉT10NAL TRAFFIC CONTROL S1GNS .¯RA AN

FLAGGING NOTES 0901-0202 2 E 00DUGHTSS A 1/45 -0 ; EBENSBURG

IN ADDIT10N TO THE ABOVE REQUIREMENTS, COMPLY WTH THE FOLLOWNG: MAIN1. ALL DiSTANCES MAY BE ADJUSTED SLIGHTLY TO FIT FIELD CONDITIONS.

2. A MINIMUM OF SlX CHANNELIZlNG DEVICES SHALL BE USED FOR EACHSTREET

TAPER.

- gayp 3

3. ALL FLAGGERS SHALL BE IN COMMUNICATION WTH EACH OTHER.

NTRANCE S BE A S T

DEVELOPMENT4. iN ADDITION TO THE FLAGGERS SHOWN, PROVIDE A FLAGGER FOR ANY

. . .

BUSINESS DRIVEWAYS NTHIN THE ONE-LANE, TWO-WAY TRAFFIC AREA.

-

5. PARALLEL PARKING IN THE WORK AREA SHALL BE RESTRICTED AS

EBENSBURG BOROUGH

FOU-OWS:PEDESTRIAN TEMPORARY WALKWAYS CAMBRIA COUNTY, PA

A) EUM1NATE ALL PARKING ADJACENT TO THE CLOSED LANE.

B) MAINTA)N THE PARKING ADJACENT TO THE OPEN LANE EXCEPTNC'ES

IN THE AREA ADJACENT TO THE CROSSWALK.

PROJECT NAME.

C) COVER THE PARK1NG METERS AND PLACE'

NO PARK1NG' SIGNSE DES R AN E AR* WEKWAVS O BE PREV:EE3 A

' EVER v HJ1DINO

THROUGHOUT THE RESTRICTED PARKING AREAS.

. .:EN EF EPE S:TE uNDER CONS~%E TION

6. AT ROAD CLOSURE LOCATIONS PLACE SUFFlCIENT TYPE Ill BARiCADES

TO COMPLETELY CLOSE THE ROADWAY.

7. WHEN A StGNAUZED INTERSECT10N1S BElNG FLAGGED, THE StGNALPEDESTRIAN TRAFFIC CONTROL

EBENSBURG, PA.

SHALL BE PLACED ON THE FLASHING MODE OF OPERAT10N. A. EX S NG S WA OH CROSSWALK LOCA i.ONS WhERE PEDESTR AN TRA+C CAN NOT BE

8. DURING HOURS DARKNESS, EACH FLAGGER STAT10N SHALL BE ILLUMlNATEDVAlN A NED, 0ROV JE PFDESRAN 'R AFFIC CONTROL ih ACCORDANCE #^r THE MA\L Ai CN

W1TH FLOODUGHTS.RATC CON'RO: DEVCES, ?CO3 EDIT.ON, FOURES Sm28 AND 6H-29 'SEE CONTRACT

9. DURING HOURS OF DARKNESS, ALL CHANNEUNG DEVICES SHALL BEAT TA "VA NTENANCE AND DROTECT ON OF PEJES!'¯r AN ~R A~-:C". SH¯FTS

^. 4 0 4) AN A OWNER

REF CT AND EACH CHANNEUZING DEVlCE IN A TAPER SHALL HAVE ACCORDANCE W|TH WE CON FRAC i SPECiA ROV S|ONS.

10. SEE SPECIFIC PHASE DETAILS FOR SIGNING, DEV1CE AND FLAGGER

REOUIREMENTS AND PLACEMENT.

11. THE CONTRACTOR SHALL COMPLETE THE CROSSWALK WORK IN

SUCCFSSM" ORDFR.

12. SEE SPECIAL PROV1SIONS FOR ADDIT10NAL REOUlREMENTSAND RESTRICTIONS.

B

B

09/21/04 RE-BID

REV. DATE DESCRIPTlON

ISSUE: 03/08/04PROJECT NO 03-1300-0377

SYMBOLS

SCALE NOT TO RGAt F

DRAWN BY: NLS

WORK AREA

CHECKEDBY: GLH

© L Robert Kimball & AssOCiates

- SIGN

.

SHEET TITLE

A

A

CHANNELIZING DEV1CE

__.__ TRAFFIC CONTROL

FLAGGER NTH A 24" X 24" REFLECTORIZED STOP/SLOW SIGN

RECOMMENDED /2-/c2OJ PLAN(w21a0) AND REFLECTIVE GARMENTS

FLAGGER WTH A 24" X 24" RED FLAG AND REFLECTIVE GARMENTS. D TRlC TRAFFIC ENGINEER

Sheet 13 of 19

!KimbaHL. Robert KimbaH & Associates


.- . ____ ____ ____ ____ __ ____ ___---


PATTERNED CONCRETE (TYP) . 2 NOTE: CLOSE RIGHT LANE ON

T o ND

LANE REMAfNS.

ATTERNED ASPHALT (TYP)ROAD

PHASE1 PHASE 2EBENSBURG

MAIN

STREET

DEVELOPMENT

EBENSBURG BOROUGH

CAMBRIA COUNTY, PA

TTERNED ASPHAL ) PROJECT NAME

K .K ROAD 9

EBENSBURG, PA.

R 1-2uA OWNER

. . , CON E- '

E CO E E ( Y

NOTE: CLOSE T LAN

LANE REMAINS.

PHASE 3 PHASE 4 A 2 e+ «E e


ISSUE. 03/08/04PROJE CT NO 03-1300-0377

SYMBOLS SCALE NOT TO SCAI FDRAWN BY NLS

WORK AREA CHECKED BY: GLH

-- SIGN

'© L. RObert Kimball & Associates

NOTE: MINNiMlZE PHYSICAL LENGTH OF ANY TRAVEL LANEA

SHEET TITLE

A DPE B UGHT OS RES. CLOSE N Y OSEPORTIACT V

CHANNEU2]NG DEVICEPROGRESS

TRAFFIC CONTROL^R24

X 24" R ECT?lZED STOP/SLOW SiGN

FLAGGER WTH A 24" X 24" RED FLAG AND REFLECTIVE GARMENTS.

Sheet 14 of 19

!KimimilL Robert Kimball & Associates



site ww r o

PATTERNED ASPHALT (TYP PATTERNED ASPHALT (TYP)

PATTERNED CONCRE R-11-2 PATTERNED CONCRETE (TYP)

EBENSBURG

MAIN

STREET

PHASE 5 PHASE 6 DEVELOPMENT

EBENSBURG BOROUGH

CAMBRIA COUNTY, PA

NOTE: MINNIMlZE PHYSICAL LENGTH OF ANY TRAVEL LANEPROJECT NAME.

VEL LAN S W WORK ISPORTIONOF

PROGRESS

EBENSBURG. PA.

PATTERNED CONCRETE (TYP)

T ND 20

- -.ESTU.ONEET ? ----- - - --R 09/21/04 RE-BID

SS E

DATE DESc

8 04PROJECT NO 03-1300-0377

2PATTERNED CONCRETE (TYP)

25bSCALE NOT T ('.Al F

SYMBOLSCHECKED BY GLH

WORK AREA


A _. ... .

SHEET TrTLE

TRAFFIC CONTROL

CHANNELIZING DEVICE__ PLAN

NDA

2 X 24" RETLECTORIZED STOP/SLOW S1GN

FLAGGER WTH A 24' x 24" RED FLAG AND REFLECTlVE GARMENTS

PHASE 7 PHASE 8 Sheet15 of19

!KimballL Robert Kimball & Associates



-CONSULTANTS

uEBENSBURG

-MAIN

STREET

DEVELOPMENT- mu== --EBENSBURG BOROUGH

C CAMBRIA COUNTY, PA

PROJECT NAME:

EBENSBURG, PA.

B B

DETAIL 'A' LONG TERM SIGNINGNOTE Dg8 DETR WUCA51.E FOR GmRE PROMOT DUMn0N

09/21/04 RE-BtD


SSUE 03/08/04PROJECT NO 03-1300-0377SCALE NOT TO RCAI FDRAWN BY: NLS

SYMBoLS CHECKED BY: GLH

WORK AREA Ö L Robert Kimbau & Associates

SHEET TITLEA -- SIGN

TYPE B UGHT

TRAFFIC CONTROLCHANNEUZING DE¼CE PLANw 0) D R LE

2 R LECTORIZED STOP/SLOW SIGN

FLAGGER WITH A 24" X 24" RED FLAG AND REFLECTIVE GARMENTS.

Sheet 16 of 19

3 4 o

.._. S 0\ ?g _ ·

gEy- PANEuBOARD

pL. Robert Kimball & Associates

IN RODUCT|0Nwcw C0v?FD ¡N T+S wCmCN 5 SAEC' TO Au ME RFOU:RtVENTS A lt GENERAL COND' 10\S Gi W SoiC÷CAT'ONS

615 West Highland AveCCMRACTOR S ALL C00R1NATE AL. OF THF WCRK IN FHIS SLC50N W ALL OF THE TRADES COVEC IN OTH¼ SEC1·0NS OF % 50FC!F!CATON TO PRCV!DFWO C D S

A COMoLETí AQ OPERASl SYS~EM Ebensburg, Pa. 15931UCF FIXTURE - SEEA L!GWI F|XTURL SCHFDUU.

A A ._ WORK S-AL·_ SE VANCFACUES, TES'E0 A\] INS!A.lF) iN AÇÇORJANCE WiT, THE NA'l0NAL ELEC~R CAm CO)E (NFC) AND DESCRIPTiOv 0F wCRK phone (814) 472-7700A-DESCNATES_'ON 405 - tNES- E'-10% PENNDC' ROADWAY CONSTRTT·0\ STANDARDS RC 80 +Ro 84 ARF APP; CAB_F 4F FXiiN' CF THE JGbTNG CONT90L SYS=EV WORK S ·NDCA-F_C av E RAW1NCS AND PY ¯"F 40UtREVéN'S Ci S SF0:CN

'S OFF·NFl: TC |NC fax (814) 472-7712

OS AN ANO PAY OR A i PERV'5 ANJ CFR FCATES DAY A'_L SALES TAX AS AM!CARF. NO dv MV 0F :_VTAT CN, email conde@Tkimbollcomh0V RUN TO 3ANEL BOARD PANE .93ARDS CONTANENG 30 STANDAR0 AN.' REVUiLY OPFRA5LE C PCJ: BRFAKERSweb site wwwJrkimballcom,s_ CONTRCL ELECTRON:CS POR SA~CHING CHCUP BREAKERS AND MONTORNG TFE STATUS OF E SYSTEYA·'r BRANCH C RCU' NUMBER ü OROUGH_Y EXAV NE 1E CVL DRAW·NGS =R:CR 0 COMMFNCEWNT CF ANY WORK. C00RDNATE WORK W'e Als aHER 'RuS.

ASSOC'ATEC LOW VOLTACE SW CHES, OCCUPANCY SENSORS ANC FCFPNA! 'IMF C.CCKSANv WO¾ STAh0NS, SOFTWARE AND COMMJVCAT.ONS HAR0WAN

, --- -PANEL 3OARD DES.GNATONF CONTRAC OR SHAtt VS T JDR SJF 0Rt0R TO BO DATE ~0 EXAM|NE ME COND~!DNS UNDER WH·CH HS WCRK S ~0 3E SYSTEM !N5TAL:_AT|0% INCwCES THE O OW!NG:0¥D NO FXTRAS SHAI. BE AL_0WED 'OR FAm% TO NOTE EXIST'NG CONC·T:0NS. *RlNC 07 MA!N AND BRANC4 CRCUI CONDUC ORS CONSULTANTS

._iNS'ALLAT!aN CP EX'ERNA:_ CON90L DEVCES AND WIR NG TO IME PANELiOARD CONTRO ¡FRDE H

D R C EaugMEN SHA. 3 W, Or-

RS1 OJA 3 vD S BE sRNSHE:. JE mRED, EREC-E), CONNEC~E), A\J |NS ALLATION OF COVMuNiCA'ONS CCNJJCTORS AND ASSOC.ATED HARDWARE

NShE 1 .N EVERY TA4_GUAuTY ASSLRANCF

X RECEP AC_EE O\_v ¥0SE VA'ER:A"_S AND EOUN_M \AVEC ON ThF DOCÆNTS ARE ACCEPTABLE. SUBST TUT·0NS MLL NO~ BE ACCE''T

MUFACTaERS: PRMS ENGACED :\ SE MANu¯AC 0 ijGW_NC CON'RO.. r VENT AND ANCwARY ECSVEN', C' 14 'vPáS NùCATO. WHOSF PR004 Sn0JND FAÜLT :NTERUPP-NC (CF) rAVE FEN :N SALS ACTORY LSE N S·vJR SERVG 'OR NG' :1SS T'AN - VF YEARS.

W ATHERPROOT ENCLOSURE COV00NEN- 'ESTNG AL: F,FCTROSC COMPUNEv' BOARJ ASSEMBUES ARC TC BE FACTORv TESTED AND BURNE: ·N PR'OR TO NSTA_LA~ICNr ½ CONTRAC~ CRAWINGS ARE 31AGRAWATC AND ND:CATE T··E GENERAL ARRANGFVENT Of WORK INCL DLD A TuE CONTRACT. 30NG¯ SCA E E JRAWiNGS. CLE 'O +E SVA__ SCALE OF THE DRAW|NGS. !' |S NOT ¯'OSS, r0 A).CA'í At. RACFWAv 0FFSF S. SYSTEM SPOR!: 'AC!OW ·AX/'E_EP,0NE/FVA' S PORT S"ALL BE AVAidd E ?REf 0 ARGE DU+NG NCRMAL 3JSht.SS -0JR5.R.SFRS AND DRCDS F TNCS, AND ACCESSOR ES AS MAY BE RE0JlRED TO VEE- SUCh CONJ ONS. vEyA C0ypL ANCE: CCVo v W APouCARLE RORT'ONS Or NEVA STANDARDS ¤ER^A!NiNG TO MES OF E:.ECTR:CAL E%.PMENT AND FvC.0SJRES

__ NEC COVP1|ANCf: COMoiv Wi'H APPL.CA3LE 00RT|CNS OT T4E EC NCLUDNG ART C_ES 1.0-'O AND /25..2 GuARAN'EE x COVD?_lANCE: COMPuY W!1 APPLCA8LL JL S ANDARDS FOR P%ELBOARDS, CiRC?T 2REA?RS AND ENERGY VANAGFV NT EOUiPVENT.

CC EVSSr0NS: AL._ ASSEMBL LS ARE O BF :N COVPJANCE WT CC EvSS ONS S~ANDARDS SoEC PE) |N PARI 15, SuBPAR~ . 60R CuASS A A×LCAHONS ---------- - -A. V CON-RAC-OR SHA: lAVE ½ LNrM_ LLEC:RICA SYS% INSTALLE) UN]ER THIS CON~RACT IN =RO¯ER WO%NG ORDER EC 000: F!iC'RONIC COMPO ECS SrAL VEE' OR EXCEED . EVELS SPEC D ?..OW.

AND SHALL W:THOU' AD3h0NAL CHARGE RFRACE ANY WORK OR VA-ERA_ Nb CH DEVE'_0PS JEFEC~S ¯ROV ORDINARY F_AR ANJSUS T 3 '~v

rFC XJ V L

EAR WITh:N ONE YEAR PROV DATE OF PNAL ACCP-ANC .

RANSILN S S P 3iL~V ·FC '000, LEVE_ 3ECTRCA_ SURGE SLSCEPTï . POW R NL EC '000, uEVEL 4

.3 ¯ESTS CTRCAL SURCE SUSCEma_ Y- NTERCONNECTON _ NFS IFC -000, Q, 3SC 9002: MANuFACTURE D'¯ ?ARJWARE AN) SC''WARE COVPONENTS S A._L BE REGS'¯ERE) AS |SC 9000 COMP_AN¯.

A¯

CON'¯RAC'OR S,A,! FuRN:S- A> OU|PWNT AND APPLANCES NECESSARY ¯0P TESTNG inE COV¤LETE W%NG SYSiEM

DuPNG T+_ P'ROGRESS D' ¼E WO% AS VAY BE DiRECTED av ME ENGINEER. DEMONSTRATE 'O THE SATrS¯AC ON OF E ENG'NEER WARRANTY

THAT ALL C'PCJi'S ARE FREE FROM JNSPECT:ED GRCaNDS. VANUFACTÆR SNAu WARRANT SPEC E) EOù=ME\: 'O PE FREE FROM DE4_CTS % MA!ERA_S AND WORKVANSH' OR ¯rE _ESSER C= ONE vt_AR 'RCM NE DPEOF INS~A_LA~:C\ OR EGHThih V0hi"S :ROV JAlE O RCHASE.

i.4 S-CP DRAWNGSSaRMP'ALS

RODUC'' DA A SHEE~S: SUBVT VANJAciuRER'S JA'A SeE:· FOR -FE UG¼TNG CON-ROL SYSTEV AND SPEC-FE) COMPCNEN-SMBRNA ONS W HN 15 JAYS 4 H R AWARD OF ! CONHACT 5USM'' SJ (6) 0-¯ SHO·¯J )RAWINGS ~C +E ENG NEER. OPJER MAïR A, ON. V.ANO )RAW NGS: SU3MF MANy¯AClRER'S DIVENSiONAL DRAW NOS AND C:RC i 3REAKER PLACEMENT LOCATiONS FOR PACH PANELBOAF#3

AF 4 FCE!ViNG A#ROVFD 5'0F DRAWNGS ONE LNE -hAGRAM: SJ8W A CN¯ : NF JAGRAM OF THE SYS~EM CC%GuRA ON DROPCSED 'T DIFFERS FROM AT ._LUS-RATED N -riE RiSER DIAGRAV ¡NCLuDECD v 'FESE SPECECAn0NS D

' 'RACEWAvC Tv7CAu WR.NC D'AGRAMS: SJ2ML i*CAL CONNEQ0N ):AGRAMS OR A.-L COVPONe¯N'S WC._UDiNG, BJ" NOT C -0. PANEL90A%S. .-CW YO AGL SW TCa.

CHT .t¼! CONTR0mLERS, COMMoNiCA¯l0NS DEVICESA AFERES.. VAFERIALS AND COMPONENTS.AF.G. ABOVE FiNIS4D GRADE A ¤ROVJE AND NS A_.. DVC RACEWAY, ,\._ESS NO-ED OTHERWSE. 'HE VcNIVuv SJE 0:¯ RACEWAY S

C CONOUP CONTAL AL_ RACEWAYS. :NS'A2 RACFWAY SO AS 'O SJF AGA!NE fMF CC,.ECn0N OF TRAm_D CONDFNSATON ARdANMD C@_80AR) L.G.CNC CONTR0_ SvS~EVCB CRCUT BRLAKER

BE BEE FROY ^RA=5 W"FRFVER POSSB.E. ùSE SCREW OR DJSs-CN CARS 70 DR¯VENT T-E ,_CJCEMEN' CT FORE·GN PART.C1S ..NTHE ._:GHTiNG CCVROt SYS V SHAL,_ CONS1ST OF VCROPROCESSOR BASFC CON'RO. ELLCTRON!CS h| +VO O MUE L!C %A?RC DRCU4CKT C.RCU T }E %CEWAYS, r!'¯¯iNGS AND 30XES DL.RNO CONSTRUC-ION. A« RACEWAYS RST Bi SWABBQ Of BEFORf PwLAG WiRE. DROV'DE PEAKERS SHAmL DROV!DE OVERCJRREN' ¤RCTFCT ON. AND -AVE AN A:P RA'ING CR SER1_S CONNEC ED RA'\G A VEE S OP EXC DS +E FAU CLRREvi 0ELEC9CAL CONTRAC~0R

FOR At SFRViCF, :FF]FR. BRANCH AN) CON'RO: WIR·NG HF_ SYS'EV TO WHiCH THE PANELBOARD S BE NG Aw_.IED.H CHT|NC CON-ROL SYS EM SHAL._ MéEi OR EXCEED ~bE FCL._0WNG CA¯"ABiL !ES:

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C GEMPAL CONTRAC~0RviNMUV 5/E RRANC- C RCui: CON1CTOR 51A:_L BE F2. S.ZE O2 AND fC SWALL BE SCL1 CONDJC¯0RS SiZE #8 AND :ARGFR A 0 U .E BRANCb CRCU TS A%) CON1RO. C: ZONa

GE GR0u\) FAJL' rk'ERRUP NOSHALL BE STRANDED.

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DRAWiNGS). SJ~ABLE BARRéRS SHA. BE INS~ALLED TO SE RAlE C ASS 2 W R 40 90V ¤0WER CON)aC~CRS._CP LGH !NO CON'ROL PANELiARDWAR'

G NG ->ANE9 n,,n g0g TO y.NN ZF SPACE REOU!REVEVS, THE REMCTE_Y C¯FRA~EJ C.RCJ' RREA,-RS AND E.ECTRONCS SHA L BE :N¯GRA._ E LIGH ING PANuBOARD.MCB MAN C!RCW BREAKFR

REMOTELv OPERATED CnCUT BifMíRS · ALL REV0'E._v 00ERATED BRANC4 CiRCJ'T 3REAKERS SHA L DROVrJE OVER:CAU AND SHORT CRCLcT 'ROTECT10N SU;iAi: EBEN BMLO MAN LJG ONLY¤ROM AT FACH OL,U OR DEViCE AN DJ'LEi BOX \ W,1C, RACEWAYS AND CONDL;CTORS S,Au ERM:NA E. ¯0R M .00AT ON N i E._EC'RCAL SYSTEV. AS DF¾FD \ H PAMLBOARD SCHE)L_ES. REVO £_Y OPERA ED DOWiR SWTCHiNG CEVCES SHALL FAVE HENC NCRVALsY CLOSED

Ols0#NG:C NA ONA LECTRIC COJEVEGRAL BRANCF C'RCL, OvHCURRENT PROTECTON AS RFOU+_D SY HE NAT:0NAL EEC~RICAL CODE (NEC). Au_ CWC BREAKERS SHALL ,AVE A UL JS!LDn 9R 90,cN1ERAPTNG RA9NG SL CN ~0R NE AP CARON OR SWAJ PAVE L, '. S¯FD SERES CONNFCTD RATiNGS ¯0R T E VALVUV AVA AB E FAu~ CLRR¼T AT ~HA

. O WiRNO DEVC SO'Y N !4 Sv5TLV.L ISTED SWD RAlNCS FOR *5A AND 20A *-, 2-PCLE BRANCF JE¥CES.

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¯AG SHA,. BF MEC»AN CA N NA URF. 7RFC9Y T:FO C C RCJ!T W-AÖp VFCHANISV, AN'' S-A ;

W WFA ERPR00Fy opcy:DEg ·N ADDNON 0 ANY STATUS :ND'CATOR SU¤ E) Bv ME SvS'EV E_EC-RON CS.

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. _YUS BE PROV)ED WlTH 20]% SPARF SWi!C'.NG DEViCES FOR ACn C:RCJ TO EN5LRE AN EQUNA_ENT TO A_ . 9 R

¯OPERAT·CNS

.

A AL ;0NDU::S S1A_L SE SECJ4E'.y ANL INDEPENDENTmY SUP¤0RTED SC MAT NO STRAN WI._L 3E ~RANSV:TG 0 CAF, 24 VDC SVAR~ BL:S SFAL L EXhND lHL FULL ._ENGT, OF THE AC POWFR BUS ON EACH SCF Or TN PANE BCARD EBENSBURG BOROUGHBOX. Su~0RT SHAJ Bf R!GID ENCLG, ~0 PREVE\T DISTOR'!ON OF CONDUI'S CL%C WR·¯ M NG.

¡CHTNG C3NTRO._ ELECTRONCS--MASTER PANE_BDARDS C

1 U 0ANE:_ BCARDSANELS iDEN9RED ON T-E W,E. SCHEDEE AS VASTER PANE._S SHAl CONTA;N 90Th A 0CWER SU 0LV V0]uf AN3 CDNTRO.lER iN ~HF INDICA~F) SPACFR

CAMBRIA COUNTY, PAVASTR RANFl.S PROV!OL POWLR AND CON¯ROL FOR ODEWING ANC VONTOR|NG REv0Ti¯_Y OPERATED BRAvCH C.RCa¯ %EA<ERS CONNECTED 10 CON 40m ÈÜSSES.DCA~El !N VAR:CLS PANEL20ARDS. ONE =0WER Su¤¤!Y VODU E AND COVRO.I FR SHAL.. Sf?OR! sP TO Eicc (8) C0\TRO._ BUSSES VASTER PAN ._S SHALL

, PROJECT NAME.A. PANEL BOARD5 59A,1 COVP«Y WI~h NEMA 9 '

AND RE CRCLdT BREAKER TYPE. PANF. 90AR0 BJ5 SFAh BE COMER N CONTA-N A NAME A E LABEL, LOCATED ON TM_ DA\EL DEAD RCNT NTEP:0R N1CAT:NC ·TS DESiCNAT.ON, Au~0MA90\ ¯VEi NFTWORK ADNSS AN'. CONTRAC~CR iS %SRONS!BLE FOR ENT RE B) DOCL,MENT SET, .E. rF WORK 'S SHOWN ON OT·iER TlADE DRAW NO AS CC®ER GROJND BüS. WNwuv .NTEGRA E) SHCRT C RCUT RATNG: 22,000 AMPERES RMS SvVVE CA.. FOR 240 VOI' PANE DESiCNAT·0NS AND ADORFSSES 0ë ALi. ASSOC!A~EO S.AVE DANE._S CONNFCTED TO TS SUB-·NP

Sv E._EC'R CAL CONTRACTOR. ELEC''RICA_ CON RAC OR S RESPONSBLE FOR %A~ WORK.BOAROS. 0CWFR SUoPJ YCOULE TO PROVIDE C0\TR1 POW R RFQJREVEN'S 'OR 'HL C ERAPON CF THE REM0!ELY OPERA-ED CRCUT 3REAKERS, CON R0 R, BUS SYS EV

AND LCW VO._'AGE INRJ'5. POWER MODæE(S) S A _ CCNNEC' JRECTLv ?O *E DANE !NTE+0R AN: RECEVE _NE Vo AGE '¯Rov TsE =ANEL BUS. OWER MCOsE2. CCORC NATE LOCNION Or l·GHT:NG PTLÆS WH, 05ER 'RAIS.

8 MOLJED CASE CIRCJ T BREAKERS: NEVA AB'

PROVDE CRCU!T 3REAKERS WT, FEGRA. RMAL AND NSTANTANEOUS SHAsl SE Y¯FRNA).Y SOF·¯40 EC E) AND 04RA1 W1HIN A RANCE OF -:5% TO +10% OF iTS NOMWA . N¯ VO_TAGE RATAG.

MAGNET|C ~R!P IN EA''- 0 NC ''SUR¯ NEMA 3R CARN RON CLREAC T S CKCONTROLlP SHALL ODERATE WHENEVER VCLTAGE ·S W r+N NE POkR SU¤P: OPERAFNG RANGL \ T,E EVEN~ OF NCOV.N0 DOWER CUTAGE. 'HE CCNTR0t1ER

1 PROV:DE ALL _lXNG FTJRES W% SA,.JSTS. VASTER/S!AVE BALLASMG S NOT ACCEP-ABLE. AL.. BRANCH CRCU!TS' ' '- - -

SHA._L AsTOMATCA,LY HAJ tXECU' ON A A SA¯E VANNER. UPON RF JRN OT POWi¯R ¯KF CON RO ER S%L Au'OMANCALLY + HOC! AN!J W!URN 0 NCRVA' EBENSBURG PA-0 F-AVE ONE PHASE, ONE NEL:TRAL AND ONE GROUN) UNLESS CTHERW:SE SPEDF:El F VSP :N MANuFAC'uRETS STANDARD GRAv ENAMEL. S'ACES, WbERE DCAliD SHA_ HAVE A . 9 S PROøS'ON. VANSACTvR TS SYS'EM OPERAT|0N. %F CONTi0.1ER SFAL_ !NCLJDE HE FOLLOW'NGSHAit BE SEVENS. CLER+AMMER, OR S0JARE- NTEGRAL KEYPA) AND LCJ RONT PANFL FOR QCAL SETUP. FR0h! ANE_ SPUP SHA·1 3RY:! _0CAL INH- SEV A% CR-AT ON Or ~iME SC"EDULES WTHG

4. A L ELECTR·CAl CONDu' AND WïRING :S TO BE ASTALLED UNDERGROUN). REçuR:NG SEPARATE PC-BASEC SOFWARE.W RE CONDUl~ CROSS S REGS - C0\Duli iS 70 & "VO ¯Y JNDER STREFi. '.15 INNG RS232 SERA1 COVMLNICA!ONS N'ERFACE TO ¤ERVT CONNECT|0N -O OSONA COMPUU_P W!T"O PA¼NG 0 REV0VE 0ANE_ ~'RM

NON-V0iAi,·_E MFMORY ^C R¯¯A|N AL.. SE'Uo ANC CCNRGLRAT.ONS.

A LAM S ALL '¯?X¯JRES SHALL BE COvpLE¯E FTH NEW JMPS OF ET"ER 0tLoS, CE, OR SYLVANIA VANJFAC1RE E G T B) NRFF WRE INN MiNALS CONOCùRA3Lt. r0R FI:bER IG (8) 'HREE- W·RF YOMEN-ARY CPERAT ON, OR SX-EEN ('6) -WO-WiRE, OR (8) WD-WRE OWNEROP RA DN W T- STATUS -¯EE3BAC( BO-H COMIGL9A90NS SFAL_ A_LOW El>ER MOVEN^ARY 09 MAN 'AlNFí) CON¯ROL DFVCCS TC BE A'AC-ED WTHOLT NOVIJNG

RFS SHAu GE AS %DiCA'ED 0% H G NG F·X1RE SC%DULL AND :NDCA E E CUA2 0F EQUINENt :HA~ S ¯C BEOL C OR DOWERNG EXTCRNAL CONTRO. DCES Süch AS OCCUPANCV SFNSORS, LOW VOLTAGE PHOTO SENSORS. AND P·LOT ._EDS, AS

PROVDCATED ON DRAW NGS.

TIMERS TO DERYG TWED OVFRRiDF PER!C)S.C ACCE TA9LE BALJS S VANøFAC'URERS ARE ADVA\CE, MACNE~EK, SV VANA 09 ECUA._ PROV)E CWA SA;tfC FOR A F!×TAS ADJLSTABLE BLNK NOT1CF ASSiGNASLE 'O ANv REVO-E_Y 00FRA ED CiPCuli BREAKEP(S) CONNECTED TO ¯rE SvSiEv.

CNi?OR EACH REYC~ED DP¯RA~El C-RCU1 BRtMER STATLS OR OSPJ,Y ON CD OR THROUGH A STRlA:. DATA CCWUNiCANON JORT.O r UER -ALDE p_L5E S CA¤A9LTV C# ^CCEPNG D^t00BLE ¤RMPE SO AT S' ×:: ON 4^h÷S V" 9E A20E0 * 'E RE F-0 REUCNC ME MCD±E

VE SC LLER SHAmL ¤ROV)E, AT V.\MJM W FOL·.CWING

1 6 340JuNG SlX'EEN 6) INDEPENDEN S3E]ULES, EACh -MNG 1¯NW-FOUR 24j ¯YL PER'C)S.C:CC4 COWGLRABLF OR *2-"CsR (AN./PM) 07 24· uCJP FORMA

A A._L GROJNDiNG AND 3OND·NG SHA CCVPtY WP APTCi 2SO Of ME NFC. Cüm, 57F) PER NFC. SCHDLLE 0ER:0DS SE ABuE D T,E MWJ~E365-DAY ALENDAR, W T- At CVA'C OAYL.CH' SAVN';S AND _EF vi_AR AD.mS MEMS. -- - -

A ½ FOLLOWNO EC,.:PVENT S,A BE SEC-RELY GRCUNDED 3v AN ASL ATED COPPER CONDUCTOR SIZEC HR AKt 250·-95. JAY-·0F-WEEK, DAV-0 -V0P, CA"-OF-YEAR WT- ONE ¼[ OR RF4A NG CAPAB:i_|W.

VNEM S ZE EQU;PVEN GRCA%G COND£0RS FOR GROJNDING RACfwAv AND FOUIPVFN - BRANCh CIRCL T PANEL BOARDS, A_LIR (32 S _CA DA _ P R

Y A3JuS: SJNPISE AND SLNS IMES THRosGHOüT %E YEAR.X ROR GRANC- CIRC.j: S.

SE ECTAB_E m00ic ~HA A.10'A'S AN ;NP O BE i_001CA LY CO¼FCT C ME SCHFDUlrS IN "AN.É W. OP "AS VEN"" COGNATONS

DWER SUPPLES GAG CON'RO, H!CTRONrCS--SJá DANELSANELS MAWED AS SLAVE PANE S SHAL CON~AA T4_ NECESSA4v SUSSES AN] NETWORK "AR)WARE ~C Ai_CW CONNFC |0N Or ~ME Ss3 \ET COWJN:CAT:0NS AND __

A. CON~ACT _OCAm E:_EC-RC U L Y AN) VA, Au ARRANGEMFN!S AND A ALL COSTS N CCN NC ON Wll._ 'ROVDINC CONTRCL W1RING B TWEEN ¤Ah! S.

C RCAL DOWER AS SHOWN ON THE JRAWNCS. SJB-NEr WIRING CONNEC-:0NS SHAt A.!OW CONSFCTiON C'¯ W+% !C A 'ERM;NAL >Ai CAN BE REV0VEC FROM E ANEL WTh0uT JS'URBNG >E . . . . . .

CCWUN·CATIONS PATH TO ONR PANELSS AVE JANELS SHA_L CONTAN A NAVEP A~E LABE_ AITACHED -O TE :EAYRON~ *RM 1NDiCATNG T+¯ PANFL --S|CNATON, N:¯"WORs A¯:09ESS OF }E 0ANF;, AN)

PANF: DFSGNA DN O' % ASSOCA ED VAS~ER J.ANE._.

NETWORKS , ---- ---PROVIDF SuH-\G WR.NC 3E¼EEN MASTER ANO SLAV:_ DAW S. LH-Nr WNG 5-A|, PERY SJVE PANEL3 .U RECE VE POWER AN¯' CONTR0_ JATA ¯ROV ?¯. , . _____ __VASTER PANELBOARD. NO MORE 1AN Eic (S) BLS RA.S SFAl BE C0wEDED :C NE SJ9-NESJS-NC COMJNECAT;ONS SHA. OsLOW CJ55 ' WiR:NG PRACT CE.S CCVW%CAPONS CONDUC''CRS SHk: USF TWO-WIR

(2-WiRE), #'BAWG CONDUC JRS W¾ T'·E SAMt. VO,_iAGE RALNG AS THE BRA%C, C.RCs,T CONDUCTORS. SU9·NO CONTRC,_ DOWER %AL_ SE WO4RE |24RE)18AWG CONJUCTORS. W!R:N3 OlSTANCES S-ALL NOT EXCEED THE MANJACWR'S R¯COWFN)AT·DNS

AUTOMA'|0N LEVE_ COMMUNCA'ON WlhG SHAL BE PROVJED AS |NDCATED ON DRAWING5.CR RS485 BASED NEMORKS, ALL #RNG BE¯WEE\ VAS'FR PANE;S SHN, SF 2-WRL TSTED %R SHrLL)iD CON0sC-DRS. PROV1 ALL \ECESSARY HARDWAREOR CCNNECMG 'HE RS48E NETWC9K 'O -·L RS232 9-¾ DORT OF THE WORKS A¯iON.

E INSTÄ.FON S ALL COMAN A MODEY TOR REVOTE CONNEC ON. WOV!Di AN N'F_4NA_ VODEV ¥TH YE WORKS A ON ( Su%EJ) OR EX'ERNAL VODFV r¯

NO WORKSiA'10N 5 REQURED. +E !NS~At L%G CONTRACTOP S RESPONS:8._E '09 CONNEC¾G -riE VCDEM TO NE LONG'S DBX SYS-EM - --- -- -- · - ----·- ·· ---

CONRGURA~0N SC WARF

CONPGLRA90N SO ARÉ SnAL. BE DESIGNED 5PiCiRCA OR E ,_OCNC CON-ROL SYSTEY AND SJPPOR~ED dY 'HF MANUFACvRER SOF'WARt S-A,L SLD:¯0R REV. DATE DESCRNTIONSYSTFM CONFiGURA ON, AND MONTORING ANO CONTRO NCTIONS 'N A W|NDOWS ENVRONVEN~.FOR SASC SETUP AND CON'RC_, THE SCF~WAPE S,A... SERVE AS A CONPCURATON AND DiAGNOSTC UT Y. SAS·C HATÆS ShAl NCLJDE S20m 'OR ISSUE 10/27/03CONFIGL¾G |N¾~S. ZONES, C'RCUT 3RT_AKER ACT!CNS, ANC NME SCHEDU,_ES. SCPDNARE SHA_L SE A3_E TO M0%TOR THE S¯A~LS Di¯ TWE SYS~EM AN) 0¯s0V:DEVSUA_ ND.CAT|0N OF :NV A LS, CIRCU BREAKER STA-JS, AND OPERA ONAL PARAMFTFRS. S0--¯1ARE SHA_ BE AB_E iO ES-AR_:S- CONNECLONS 0 TE PROJECTNO: 03-1300-0377Sv51EM NR0ucH A CONTRO a -ROv FOR RSm POR~, OR RS48S POR

. SCALES¯ART Uo AND RANiNC DRAWN BY. BJSM:NVUM CF ONE ) DAv S'Ä? UD AND TRANNG CR EACH S,..BhE WORK 0 _C ING CCNTPO. PANELBOAR S S2\ -WORK SsA , BF YONFO AS A VASTER .

PANELBCAR] AND ANv ASSOCVED SLAVE PANEL30AR)S EXAM ¯: V1, S'A, S'B, S1C. 53C C0vDRSE A S NE'WDw. CHECKEDBY BJB __

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Sheet19 of192 3 45

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