existing conditions and demolition plans c-101...

SITE DATA

1.

AKA - RED CLAY CONSOLIDATED SCHOOL DISTRICT

1502 SPRUCE AVE.

WILMINGTON, DELAWARE 19805

2.

309 SOUTH GOVERNORS AVENUE

DOVER, DELAWARE 19904

(302) 734-7950 PHONE

3.

4.

PROPOSED:

6.

7.

8.

9. 19.31 ACRES

15.

OWNER OF RECORD: RED CLAY CREEK CONSOLIDATED SCHOOL DISTRICT

ENGINEER / SURVEYOR: BECKER MORGAN GROUP INC.

PROPERTY MAP NUMBER: 07-042.40-179

ZONING CLASSIFICATION: EXISTING:

S (SUBURBAN / SCHOOL)

S (SUBURBAN / SCHOOL)

DEED SUMMARY: H115-146

PRESENT USE: SCHOOL

PROPOSED USE: SCHOOL

TOTAL SITE AREA:

SOURCE OF WATER: ARTESIAN WATER COMPANY

SOURCE OF SEWER: PUBLIC-NEW CASTLE COUNTY

10. BUILDING: 87,283 S.F.EXISTING BUILDING:

11.

12.

13. TRACT AREA CALCULATION:

BUILDING

PAVING / ACCESS: 593,879 S.F. (13.63 AC.)

14.

OPEN SPACE:

87,283 S.F. (2.004 AC.)

159,996 S.F. ( 3.67 AC.)

BULK AREA RESTRICTIONS:

STREET YARD SETBACK

LOT WIDTH

SIDE YARD SETBACK

REAR YARD SETBACK

MAX BUILDING HEIGHT

MINIMUM LOT AREA

PAVING SET BACK

40'

100'

25'

40'

45'

1.0 ACRE

20' STREET / 10' OTHER

PARKING RATIONALE:

EXISTING REAR LOT: 217 SPACES (INCLUDES 2 ACCESSIBLE)

EXISTING FRONT LOT: 39 SPACES (INCLUDES 4 ACCESSIBLE)

256 SPACES

GRADES 6-8: 2 /CLASSROOM x 23 = 46 SPACES

REQUIRED:

GRADES 9-12: 10 /CLASSROOM x 36 = 360 SPACES

462 SPACES

PROPOSED REAR LOT: 230 SPACES (INCLUDES 7 ACCESSIBLE)

PROPOSED FRONT LOT: 39 SPACES (INCLUDES 4 ACCESSIBLE)

269 SPACES

EXISTING PROPOSED

595,395 S.F. (13.67 AC.)

87,283 S.F. (2.004 AC.)

158,480 S.F. (3.63 AC.)

TOTAL: 841,158 S.F. (19.31 AC.)

841,158 S.F. (19.31 AC.)

OWNERS CERTIFICATION

SIGNATURE

WE, RED CLAY CREEK CONSOLIDATED SCHOOL DISTRICT, HEREBY CERTIFY THAT WE ARE THE OWNER OF THE

PROPERTY WHICH IS SUBJECT OF THIS PLAN AND THAT THE LAND USE ACTION PROPOSED BY THIS PLAN IS

MADE AT OUR DIRECTION AND THAT WE AUTHORIZE THIS PLAN TO BE RECORDED IN ACCORDANCE OF THE

NEW CASTLE COUNTY UNIFIED DEVELOPMENT CODE.

ENGINEERS CERTIFICATION

I, MARK C. PARKER, HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER WITH A

BACKGROUND IN CIVIL ENGINEERING IN THE STATE OF DELAWARE AND THAT ALL OF THE INFORMATION ON

THIS PLAN IS TRUE AND CORRECT TO ACCURACY REQUIRED BY ACCEPTED SURVEYING STANDARDS AND

PRACTICES AND BY THE NEW CASTLE COUNTY UNIFIED DEVELOPMENT CODE.

P.E. NO. 11992 DATEMARK C. PARKER

DATE

Wilmington, NC

309 S. Governors Ave.Dover, DE 19904Ph. 302.734.7950

312 West Main St. Suite 300Salisbury, MD 21801

Ph. 410.546.9100

Salisbury, MD

www.beckermorgan.com

Fax 410.546.5824

Fax 302.734.7965

Dover, DE

Fax 910.341.7506Ph. 910.341.7600

Wilmington, North Carolina 284033205 Randall Parkway, Suite 211

.PDF

V.V. PROJ. MGR.: M.C.P.

COVER SHEET

.

.

.

CONRAD

201 JACKSON AVENUE

SCHOOLS OF

NEW CASTLE COUNTY

DELAWARE

SCIENCE

CHRISTIANA HUNDRED

APPLICATION NO. 2014-

WOODCREST SUBDIVISION

C-001LAYER STATE :

..

.

.

DRAWN BY:

DATE:

PROJECT NO.:

04-15-14

2013222.00

C-001

COPYRIGHT 2013

MARK DATE DESCRIPTION

ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE: 1'' = 60'

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F:\AutoCAD\Projects\2013\2013222\DWG\2013222-SITE-C3D12.dwg, Apr 17, 2014 - 1:08pm

THE PURPOSE OF THIS PLAN IS TO PROVIDE A REVISED PARKING LAYOUT FOR THE PARKING LOT

PURPOSE NOTE:

1.

GENERAL NOTES :

13.

7.

6.

5.

2.

BOUNDARY AND TOPOGRAPHIC SURVEY DATA SHOWN HEREON WAS PREPARED BY BECKER MORGAN

GROUP, DOVER, DE., IN FEBRUARY OF 2014. VERTICAL DATUM IS BASED ON NAVD 88. HORIZONTAL DATUM

IS BASED ON DELAWARE STATE PLANE NAD 83.

THE EXISTING UTILITIES SHOWN WERE TAKEN FROM THE BEST AVAILABLE RECORDS. THE CONTRACTOR

SHALL CONTACT MISS UTILITY OF DELMARVA (1-800-282-8555) TO VERIFY THEIR EXACT LOCATION PRIOR

TO THE START OF ANY CONSTRUCTION. ANY DAMAGE INCURRED TO ANY UTILITIES SHALL BE REPAIRED

IMMEDIATELY AT THE CONTRACTORS EXPENSE. IF THE CONTRACTOR RELIES ON THE UTILITY LOCATIONS

SHOWN HEREON, HE DOES SO AT HIS OWN RISK AND WILL NOT BE ENTITLED TO ADDITIONAL

COMPENSATION DUE TO TIME DELAYS FROM SAID RELIANCE.

DELAWARE REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION DEMOLITION DEBRIS, INCLUDING

TREES AND STUMPS ON CONSTRUCTION SITES. ANY SOLID WASTE FOUND DURING EXCAVATION MUST

BE REMOVED AND PROPERLY DISCARDED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL

ALL HANDICAPPED PARKING DEMARCATION, STALLS, AND BUILDING ACCESSIBLE ROUTES SHALL COMPLY

WITH THE "AMERICAN WITH DISABILITIES ACT".

THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENT FOR CONSTRUCTION SAFETY. ALL

CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF

1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.

BEFORE THE CONTRACTOR CAN BEGIN CONSTRUCTION HE MUST OBTAIN THE PROPER PERMITS AND/OR

APPROVALS FROM NEW CASTLE COUNTY (NCC), DELAWARE DEPARTMENT OF NATURAL RESOURCES AND

ENVIRONMENTAL CONTROL (DNREC), DELAWARE DEPARTMENT OF TRANSPORTATION (DELDOT), AND

APPROPRIATE STATE AND COUNTY AGENCIES.

3. NO TITLE EXAMINATION FURNISHED TO OR PERFORMED BY THE PREPARERS HEREOF. PROPERTY SHOWN

HEREON IS SUBJECT TO ANY RIGHT-OF-WAY, EASEMENTS, RESTRICTIONS, ETC. AS MAY BE SHOWN OR

NOTED IN ANY RECORD, PUBLIC OR OTHERWISE, OR ANY REQUIREMENT OR REGULATION OF ANY PUBLIC

AGENCY.

4. THE BOUNDARY LINES PORTRAYED HEREON HAVE BEEN ESTABLISHED BASED SOLELY ON PHYSICAL

EVIDENCE DISCOVERED IN THE FIELD IN CONJUNCTION WITH DETERMINATIONS DERIVED FROM SOURCE

OF TITLE AND ADJACENT DEED RECORD INFORMATION.

REGULATIONS.

THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN AS DEPICTED ON FIRM MAP 10003C0151J,8.

PANEL 151 OF 475 OF NEW CASTLE COUNTY, DELAWARE, DATED JANUARY 17, 2007.

THE SITE IS NOT LOCATED WITHIN A WATER RESOURCE PROTECTION AREA (WRPA) BASED ON REVIEW OF9.

WATER RESOURCE PROTECTION AREAS (WRPA'S) MAP 1 OF 3, DATED 1993, REVISED MAY 2001, FEBRUARY

2006 AND DECEMBER 2011 FOR NEW CASTLE COUNTY.

ENVIRONMENTAL CONSULTANT SERVICES , INC. CONDUCTED A WETLAND INVESTIGATION ON MARCH 27, 200310.

AND CONCLUDED THAT WETLANDS ARE NONEXISTENT.

THE SITE IS NOT LOCATED WITHIN A CRITICAL NATURAL AREA AS BASED UPON REVIEW OF THE CURRENT11.

STATE INVENTORY OF NATURAL RESOURCES MAPS BY THE DELAWARE DEPARTMENT OF NATURAL

RESOURCES AND ENVIRONMENTAL CONTROL.

THERE WILL BE NO DEBRIS BURIED OR DISPOSED OF ON THE SITE. 12.

DRAINAGE, EROSION AND SEDIMENT CONTROL, AND STORMWATER MANAGEMENT SHALL BE PROVIDED14.

IN ACCORDANCE WITH THE NEW CASTLE COUNTY DRAINAGE CODE.

VICINITY MAP SCALE : 1" = 800'

SITE

BOXWOOD RD. (ROUTE NO.62)

VICTORIA AVE.

TROY AVE.

JAC

KS

ON

AV

E.

TY

RO

NE

AV

E.

MARIO

N PL.

CURTIS AVE.

FALLON AVE.

ADC MAP # 7-13H

THIS PLAN IS SUBJECT TO THE EXEMPTIONS PROVIDED BY SECTION 40.05.05.H OF THE COUNTY CODE.15.

THIS PLAN IS EXEMPT FROM LANDSCAPE REQUIREMENTS BY SECTION 40.05.05.H OF THE COUNTY CODE.16.

LOCATED AT THE BACK OF THE SCHOOL AND TO MODIFY THE TWO PUBLIC ENTRANCES.

SCALE : 1" = 60'

0 30 60 120

CONRAD SCHOOLS OF SCIENCENEW CASTLE COUNTY, DELAWARE

PREPARED FOR:RED CLAY CREEK CONSOLIDATED SCHOOL DISTRICT

SHEET INDEX

C-001 COVER SHEET

C-101 EXISTING CONDITIONS PLAN

C-601 ENTRANCE PLAN

C-602 ENTRANCE NOTES AND DETAILS

COVER SHEET

EXISTING CONDITIONS AND DEMOLITION PLANS

C-201 PARKING PLAN

PARKING PLAN

ENTRANCE PLANS

C-901

CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE

Fax 910.341.7506Ph. 910.341.7600


.PDF


EXISTING

CONDITIONS

.

.

CONRAD

201 JACKSON AVENUE

SCHOOLS OF

NEW CASTLE COUNTY

DELAWARE

SCIENCE

CHRISTIANA HUNDRED



C-101LAYER STATE :

..

.

.

DRAWN BY:

DATE:

PROJECT NO.:

04-15-14

2013222.00

C-101

COPYRIGHT 2013


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE: 1'' = 30'

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SITE


VICTORIA AVE.

TROY AVE.

JAC

KS

ON

AV

E.

TY

RO

NE

AV

E.

MARIO

N AVE

.

CURTIS AVE.

FALLON AVE.

ADC MAP # 7-13H

SCALE : 1" = 30'

0 15 30 60

SHEET 2 OF 4


49

EVERGREEN DECIDUOUS

N/A

N/A

N/A

ITEM

SANITARY GRAVITY SEWER LINE,

STORM DRAIN LINE (CMP OR RCP)

STORM DRAIN MANHOLE (S.D.M.H.)

SANITARY SEWER MANHOLE (S.M.H.)

SANITARY SEWER FORCE MAIN, SIZE

SIZE & FLOW DIRECTION

WATER VALVE (W.V.) OR METER (W.M.)

CATCH BASIN

(TELEPHONE OR ELECTRIC OR BOTH)

UTILITY POLE W/ OVERHEAD SERVICE

SANITARY SEWER CLEANOUT

WATER MAIN & SIZE

FIRE HYDRANT

& FLOW DIRECTION

PROPOSED

LEGEND

EXISTING

EX. 10" F.M.

EX. 10"S

EX. 10" W

F.H.

U.E.

U.T.

EX. 2" G

X X XCHAINLINK FENCE

STOCKADE FENCE

43.55

10" S

12" F.M.

12" W

F.H.

U.E.

U.T.

2" G

X X X

55

25.15

B.C.25.00

T.C.25.50

UNDERGROUND ELECTRIC

CONCRETE CURB & GUTTER

CONCRETE SIDEWALK, SLAB / PAVING

IMPERVIOUS SURFACED ROAD, DRIVE

INDIVIDUAL TREE OR BUSH

STRUCTURE (CONCRETE, WOOD,

UNDERGROUND GAS MAIN

UNDERGROUND TELEPHONE

MILL & OVERLAY

DRAINAGE DITCH OR SWALE

EMBANKMENT SIDESLOPES (DOWN)

ELEVATION SPOT SHOT

PROPERTY OR RIGHT-OF-WAY LINE

LIGHT POLE

CENTERLINE

BENCH MARK

METAL, ETC.)

CONTOUR

OR LOT (FULL DEPTH)

W.M. W.V. W.M.W.V.

CONSTRUCTION NOTE

G-1

STRIPING & SIGNAGE NOTE

T-1

ENTRANCE CONSTRUCTION NOTES

H-1

LIMIT OF DISTRUBANCE

N/A

N/A

N/A

N/A

LOD

DEMOLITION NOTES

R-1

N/A

PARKING SPACES NUMBERS

1111

Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE

Fax 910.341.7506Ph. 910.341.7600


.PDF


PARKING PLAN

CONRAD

201 JACKSON AVENUE

SCHOOLS OF

NEW CASTLE COUNTY

DELAWARE

SCIENCE

CHRISTIANA HUNDRED



C-201LAYER STATE :

..

.

.

DRAWN BY:

DATE:

PROJECT NO.:

04-15-14

2013222.00

C-201

COPYRIGHT 2013


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE: 1'' = 30'

SHEET 3 OF 4

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SITE


VICTORIA AVE.

TROY AVE.

JAC

KS

ON

AV

E.

TY

RO

NE

AV

E.

MARIO

N AVE

.

CURTIS AVE.

FALLON AVE.

ADC MAP # 7-13H

SCALE : 1" = 30'

0 15 30 60

49

EVERGREEN DECIDUOUS

N/A

N/A

N/A

ITEM








CATCH BASIN




WATER MAIN & SIZE

FIRE HYDRANT

& FLOW DIRECTION

PROPOSED

LEGEND

EXISTING

EX. 10" F.M.

EX. 10"S

EX. 10" W

F.H.

U.E.

U.T.

EX. 2" G

X X XCHAINLINK FENCE

STOCKADE FENCE

43.55

10" S

12" F.M.

12" W

F.H.

U.E.

U.T.

2" G

X X X

55

25.15

B.C.25.00

T.C.25.50






STRUCTURE (CONCRETE, WOOD,


UNDERGROUND TELEPHONE

MILL & OVERLAY



ELEVATION SPOT SHOT


LIGHT POLE

CENTERLINE

BENCH MARK

METAL, ETC.)

CONTOUR

OR LOT (FULL DEPTH)

W.M. W.V. W.M.W.V.

CONSTRUCTION NOTE

G-1


T-1


H-1

LIMIT OF DISTRUBANCE

N/A

N/A

N/A

N/A

LOD

DEMOLITION NOTES

R-1

N/A


1111

Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE

Fax 910.341.7506Ph. 910.341.7600


.PDF


ENTRANCE PLAN

.

.

.

CONRAD

201 JACKSON AVENUE

SCHOOLS OF

NEW CASTLE COUNTY

DELAWARE

SCIENCE

CHRISTIANA HUNDRED



C-601LAYER STATE :

..

.

.

DRAWN BY:

DATE:

PROJECT NO.:

04-15-14

2013222.00

C-601

COPYRIGHT 2013


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE: 1'' = 30'

SHEET

24

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62

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PROPOSED PAVEMENT MILL & OVERLAY



ELEVATION SPOT SHOT


LIGHT POLE

PAVEMENT EDGE

BENCH MARK

CONTOUR

OR LOT

WIRE FENCE

49

EVERGREEN DECIDUOUS

N/A

N/A

N/A

ITEM






CATCH BASIN




WATER MAIN & SIZE

FIRE HYDRANT

& FLOW DIRECTION

PROPOSED

LEGEND

EXISTING

EX. 10" F.M.

EX. 10"S

EX. 10" W

F.H.

W.M. W.V.

U.E.

EX. 2" G

X X X

STOCKADE FENCE

43.55

10" S

12" F.M.

12" W

F.H.

U.E.

2" G

X X X

55

25.15

B.C.25.00

T.C.25.50

ITEMPROPOSED

EXISTING

W.M.W.V.



ASPHALT PAVEMENT MILL & OVERLAY N/A

LIMIT OF DISTRUBANCE N/A

LOD

PROPOSED PAVEMENT FULL DEPTH / PATCH N/A

SCALE : 1" = 30'

BOXWOOD ROAD ENTRANCE - CONSTRUCTION AND GRADING PLAN

SCALE : 1" = 30'

BOXWOOD ROAD ENTRANCE - SIGNING AND STRIPING PLAN

INSTALL PROPOSED FULL PAVEMENT SECTION AT LOCATIONS SHOWN, SEE PAVEMENT SECTION DETAIL SHEETH-2

CONTRACTOR TO MATCH EXISTING CURB

ADJUST CATCH BASINS TO MATCH PROPOSED GRADES AT LOCATION SHOWN.H-3

H-6

H-5

H-8

MILL AND OVERLAY 2-INCH AT LOCATIONS SHOWN, SEE DETAIL SHEET C-602.H-1

DELDOT ENTRANCE CONSTRUCTION NOTES

C-602 (TYP.)

C-PR-ENT-C-NOTES.DWG

CONSTRUCT ADA COMPLIANT DELDOT TYPE - 2 CURB RAMP (12:1 MAX. SLOPE) WITH TRUNCATED DOMES PER DELDOT

STANDARD CONSTRUCTION DETAIL C-2.

H-7

REMOVE EXISTING PCC CURB & GUTTERH-4

H-9 INSTALL HOT MIX CURB PER DETAIL AT LOCATIONS OUTSIDE STATE RIGHT OF WAY, SEE DETAIL C-602.

DO NOT DISTURB EXISTING BOLLARDS

H-10 ADJUST ELECTRIC UTILITY MANHOLE TO MATCH PROPOSED GRADE, SEE DETAIL SHEET C-602.

H-11 CONTRACTOR TO REMOVE 10 LF OF CHAIN LINK FENCE AND ASSOCIATED FENCE POSTS. RESET END POSTS AND REMOVE

AND DISCARD EXISTING GATE.

FOLLOW PAVEMENT TIE-IN SECTION DETAIL, SEE SHEET C-602.H-12

H-13 CONTRACTOR TO ADJUST EXISTING CATCH BASIN RIM TO MATCH PROPOSED GRADES. WARP PROPOSED PAVEMENT

H-14 REMOVE EXISTING HOT-MIX BUMP PATCH TO MATCH SURROUNDING GRADES

IN THIS AREA TO DRAIN TO EXISTING CATCH BASIN.

H-15 PLACE INLET PROTECTION - TYPE 2 (SEE DETAIL C-602).

SCALE : 1" = 30'

0 15 30 60

SCALE : 1" = 30'

VICTORIA AVENUE ENTRANCE - CONSTRUCTION AND GRADING PLAN

SCALE : 1" = 30'

VICTORIA AVENUE ENTRANCE - SIGNING AND STRIPING PLAN

T-11

STRIPING & SIGNAGE CONSTRUCTION NOTES

C-PR-STRIPING-C-NOTES.DWG

REMOVE AND RESET EXISTING "FIRE LANE" SIGNS.T-12

RELOCATE EXISTING SUBDIVISION DEVELOPMENT SIGN TO A NEW LOCATION AS SHOWN ON THE PLAN VIEW.T-13

PROPOSED THERMO PAINTED STRIPING - 16" x 20' LONG SOLID WHITE STOP BAR LOCATED 4' BEHIND PROPOSED CROSS

CROSS-WALK OR AS SHOWN ON THE PLAN.

PROPOSED 4" WHITE STRIPE, 40' LONG.T-14

REMOVE AND RESET EXISTING POST AND SIGNS.T-15

CONTRACTOR TO REMOVE FENCE GATE POST AND GATE TO ALLOW FOR MILL AND OVERLAY.R-2

DEMOLITION CONSTRUCTION NOTES

CONTRACTOR TO REMOVE EXISTING SIGNS.R-1

DEMOLITION NOTES

R-1

N/A


1111

CONSTRUCTION NOTE

G-1


T-1


H-1

N/A

N/A

N/A

IP-2STANDARD INLET PROTECTION

SILT FENCE

EROSION SEDIMENT CONTROL LEGEND

LIMIT OF DISTURBANCE

L.O.D. L.O.D.

SF SF SF

T-1 PROPOSED PARKING STRIPING. STRIPING SHALL BE 4" WIDE SOLID WHITE LINE. SEE DETAIL ON SHEET C-901.

T-2

STRIPING & SIGNAGE CONSTRUCTION NOTES - PARKING

PROPOSED ACCESSIBLE SPACE HATCH SYMBOL. SEE ACCESSIBLE PARKING SPACE DETAIL ON SHEET C-901.T-3

PROPOSED YELLOW FIRE LINE STRIPING. T-5

PROPOSED ACCESSIBLE PARKING SIGN (TYP). SEE ACCESSIBLE PARKING SIGN DETAIL ON SHEET C-602.T-4

PROPOSED ACCESSIBLE PARKING SYMBOL (TYP). SEE ACCESSIBLE PARKING SPACE PLAN DETAIL ON SHEET C-901.

PROPOSED WHITE THERMO "PIANO KEY" CROSSWALK - 24" SOLID WHITE LINES WITH 24" CLEAR SPACING (TYP), T-6

PROPOSED ACCESSIBLE PARKING SIGN - W/ VAN ACCESSIBLE PLATE.T-7

PROPOSED 4" SOLID WHITE LINE, 12" O.C., PLACED AT 45 DEGREE ANGLE TO PARKING AISLE. T-8

SEE DETAIL SHEET C-901.

PROPOSED STOP SIGN (R1-1) AT LOCATION SHOWN.T-9

PROPOSED FIRE LANE SIGN, SEE DETAIL SHEET C-901. T-10

Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE

Fax 910.341.7506Ph. 910.341.7600


.PDF


ENTRANCE

NOTES & DETAILS

.

.

CONRAD

201 JACKSON AVENUE

SCHOOLS OF

NEW CASTLE COUNTY

DELAWARE

SCIENCE

CHRISTIANA HUNDRED



C-602LAYER STATE :

..

.

.

DRAWN BY:

DATE:

PROJECT NO.:

04-15-14

2013222.00

C-602

COPYRIGHT 2013


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6

1.

2.

MAINTENANCE OF TRAFFIC GENERAL NOTES

6.

ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL REASONABLY PROVIDE THE LEAST PRACTICABLE OBSTRUCTION TO

ROAD USERS, INCLUDING VEHICULAR TRAFFIC, BICYCLE TRAFFIC AND PEDESTRIAN TRAFFIC.

ALL TEMPORARY TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE CONTRACT

TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED IN GOOD CONDITION IN ACCORDANCE WITH THE BROCHURE

ENTITLED "QUALITY GUIDELINES FOR TEMPORARY TRAFFIC CONTROL DEVICES", PUBLISHED BY THE AMERICAN TRAFFIC

SAFETY SERVICES ASSOCIATION (ATSSA). ANY TEMPORARY TRAFFIC CONTROL DEVICES THAT DO NOT MEET THE QUALITY

WITH THE CONTRACT DOCUMENTS AND WITH THE LATEST EDITION OF THE MANUAL TITLED "STATE OF DELAWARE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)," HEREIN AFTER REFERRED TO AS THE "DELAWARE MUTCD', INCLUDING

ALL REVISIONS AS OF THE DATE OF THE ENTRANCE PERMIT APPROVAL.

THE DEPARTMENT RESERVES THE RIGHT TO STOP THE CONTRACTOR'S OPERATIONS, IF, IN THE OPINION OF THE 3.

DEPARTMENT'S REPRESENTATIVE, THE CONTRACTOR'S OPERATIONS ARE NOT IN COMPLIANCE WITH THE DELAWARE

MUTCD, THE SPECIFICATIONS OR THE PLANS OR IF THE CONTRACTOR'S OPERATIONS ARE DEEMED UNSAFE.

IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE TEMPORARY TRAFFIC CONTROL PLAN (TTCP) PROVIDED IN THE PLAN4.

SET OR DESIRES CHANGES TO THE PHASING OR SCOPE OF THE TTCP, THE CONTRACTOR SHALL SUBMIT A NEW TTCP TO THE

DISTRICT SAFETY OFFICER FOR APPROVAL PRIOR TO THE START OF WORK AT EACH AND EVERY LOCATION. THE TTCP SHALL

BE PREPARED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF DELAWARE AND SHALL BE

PREPARED IN ACCORDANCE WITH ALL APPLICABLE DELDOT STANDARDS. THE TTCP SHALL BE SUBMITTED 14 CALENDAR DAYS

IN ADVANCE OF STARTING WORK.

ALL ROADWAY CLOSURES OR LANE CLOSURES BEYOND THOSE SPECIFIED AND APPROVED IN THE PLANS SHALL BE5.

APPROVED BY THE DISTRICT SAFETY OFFICER A MINIMUM OF TWO WEEKS IN ADVANCE OF THE PROPOSED RESTRICTION.

GUIDELINES SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE DEVICES. FAILURE TO COMPLY WILL RESULT IN WORK

STOPPAGE.

TEMPORARY TRAFFIC CONTROL DEVICES USED ON ALL ROADWAYS OPEN TO THE PUBLIC IN DELAWARE SHALL CONFORM TO

THE DELAWARE MUTCD AND SHALL BE IN NEW OR REFURBISHED CONDITION. ALL DEVICES SHALL BE CRASHWORTHY IN

ACCORDANCE WITH THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 AND/OR IN

7.

WITH THE LATEST EDITION OF THE MANUAL FOR ASSESSING SAFETY HARDWARE (MASH), PUBLISHED BY THE AMERICAN

ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO). THE CONTRACTOR SHALL SUBMIT

CERTIFICATION FOR ALL TEMPORARY TRAFFIC CONTROL DEVICES USED SPECIFICALLY ON THIS PROJECT TO THE DISTRICT

SAFETY OFFICER AT OR PRIOR TO THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOT BEGIN WORK OR PLACE

ANY TEMPORARY TRAFFIC CONTROL DEVICES UNTIL THE CERTIFICATION OF DEVICES HAS BEEN APPROVED BY THE DISTRICT

SAFETY OFFICER.

ANY DEFICIENCIES RELATED TO TEMPORARY TRAFFIC CONTROL THAT ARE REPORTED TO THE CONTRACTOR IN WRITING

SHALL BE CORRECTED WITHIN 24 HOURS OR AS DIRECTED BY THE DISTRICT SAFETY OFFICER. CORRECTIVE ACTIONS ON

SEVERE DEFICIENCIES SHALL BE TAKEN IMMEDIATELY. FAILURE TO COMPLY WILL RESULT IN THE SUSPENSION OF WORK

8.

UNTIL DEVICES ARE BROUGHT BACK INTO COMPLIANCE.

ACCESS TO ALL BUSINESSES AND RESIDENCES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED THROUGHOUT THE

DURATION OF THIS CONTRACT. ANY TEMPORARY CLOSURE OF A DRIVEWAY OR ENTRANCE FOR TIE-IN PURPOSES SHALL BE

COORDINATED WITH THE ENGINEER AND THE PROPERTY OWNER IN ADVANCE OF THE CLOSURE.

9.

ACCESS TO ALL TRANSIT STOPS LOCATED WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED

BY THE PLANS OR THE ENGINEER. MAINTAINING ACCESS TO THE TRANSIT STOP SHALL INCLUDE MAINTAINING AN AREA OF

THE TRANSIT VEHICLE TO STOP TO PICK-UP AND DISCHARGE PASSENGERS AND ALSO AN ACCESSIBLE PATH FOR

10.

PEDESTRIANS TO SAFELY ACCESS THE TRANSIT STOP.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL 911 CENTER, LOCAL SCHOOLS AND THE DELDOT

PUBLIC INFORMATION CENTER OF ALL ROADS AND LANES TO BE CLOSED A MINIMUM OF SEVEN CALENDAR DAYS BEFORE

THE CLOSURE.

THE CONTRACTOR SHALL NOTIFY THE LOCAL 911 CENTER ID ACCESS TO A FIRE HYDRANT IS TEMPORARILY RESTRICTED.12.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE TRANSPORTATION MANAGEMENT CENTER IS NOTIFIED13.

EACH AND EVERY DAY WHEN WORK IS BEING PERFORMED IN STATE RIGHT-OF-WAY. THE CONTRACTOR SHALL IDENTIFY THE

TYPE OF WORK, ANY LANE(S) OR SHOULDERS CLOSED, THE LENGTH OF TIME FOR WORK, WHEN THE LANE RESTRICTIONS

ARE IN PLACE AND WHEN LANE RESTRICTIONS ARE LIFTED, CONTACT PERSON/PHONE NUMBER AND STATE INSPECTOR.

THE TRANSPORTATION MANAGEMENT CENTER CAN BE REACHED AT (302) 659-4600.

AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL CORRECT ALL VERTICAL DIFFERENCES IN ACCORDANCE WITH14.

WITH TABLE 6G-1 OF THE DELAWARE MUTCD.

AT THE END OF EACH DAY'S OPERATION AND BEFORE TRAFFIC IS RETURNED TO UNRESTRICTED ROADWAY USE, TEMPORARY15.

PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE DELAWARE MUTCD AND DELDOT'S TEMPORARY

MARKING POLICY.

WHEN SIDE ROADS INTERSECT THE WORK ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE ERECTED INCLUDING16.

PERMANENT WARNING SIGNS.

ALL STORAGE OF EQUIPMENT AND MATERIAL SHALL COMPLY WITH SECTION 6G.22 OF THE DELAWARE MUTCD.17.

ALL FLAGGER SHALL COMPLY WITH CHAPTER 6E OF THE DELAWARE MUTCD.18.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS/HER WORK WITH OTHER CONTRACTORS IN THE AREA.19.

ALL PERSONS WORKING WITHIN THE STATE RIGHT-OF-WAY SHALL WEAR A MINIMUM OF AN ANSI CLASS II SAFETY VEST20.

MEETING OR EXCEEDING THE ANSI 107-2004 REQUIREMENTS, AS SPECIFIED IN THE DELAWARE MUTCD.

ALL PAVEMENT MARKINGS THAT ARE NO LONGER IN USE AND CONFLICT WITH TEMPORARY PAVEMENT MARKINGS SHALL21.

BE REMOVED AND COMPLETELY OBLITERATED BY A METHOD APPROVED BY THE ENGINEER. PAINTING OVER THE

CONFLICTING PAVEMENT MARKINGS WILL NOT BE ACCEPTED AS A METHOD OF REMOVAL.

THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF EXISTING PAVEMENT WITHIN THE PROJECT LIMITS FOR THE22.

DURATION OF THE CONTRACT OR AS DIRECTED BY THE ENGINEER.

ALL ROADWAYS AND ENTRANCES NOT OPEN TO TRAFFIC SHALL BE CLOSED USING TYPE III BARRICADES AND SHALL BE 23.

INSTALLED PER THE DELAWARE MUTCD. IF THE ROADWAY OR ENTRANCE IS CLOSED FOR MORE THAN ONE MONTH, THE

CONTRACTOR SHALL ERECT PERMANENT BARRICADES AS DIRECTED IN PART 3 OF THE DELAWARE MUTCD.

WITHIN THE MAINLINE WORK AREA, PERMANENT ADVANCE WARNING SIGNS WITH THE LEGENDS ROAD WORK 1500 FT, ROAD24.

WORK 1000 FT AND ROAD WORK 500 FT SHALL BE INSTALLED IN ADVANCE OF THE WORK AREA IN BOTH DIRECTIONS. AN END

ROAD WORK SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM FOR THE WORK AREA. ON INTERSECTING ROADWAYS WITHIN

THE PROJECT LIMITS, A ROAD WORK AHEAD SIGN SHALL BE PLACED AT A DISTANCE NOT LESS THAN 500 FEET IN ADVANCE OF

THE WORK AREA AND AN END ROAD WORK SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM OF THE WORK AREA. ALL

PERMANENT ADVANCE WARNING SIGNS SHALL BE GROUND MOUNTED ON TWO NCHRP-350 OR MASH APPROVED BREAKAWAY

POSTS AND SHALL BE MOUNTED IN COMPLIANCE WITH THE DELAWARE MUTCD. PERMANENT ADVANCE WARNING SIGNS SHALL

BE MOUNTED AT A HEIGHT OF 7 FEET, MEASURED FROM THE ROADWAY TO THE BOTTOM OF THE SIGN. THE USE OF SKID

MOUNTED SIGN SUPPORTS IS NOT ALLOWED UNLESS THE CONTRACTOR CAN DEMONSTRATE THAT A UTILITY CONFLICTS

EXISTS, WHICH SHALL BE VERIFIED BY THE ENGINEER; OR CONCRETE MEDIANS PREVENT THE INSTALLATION OF THE

PERMANENT ADVANCE WARNING SIGNS IN THE APPROPRIATE LOCATION.

25. TYPICAL APPLICATIONS PER THE DELAWARE MUTCD SHALL BE INCORPORATED TO ACHIEVE REQUIRED TEMPORARY

TRAFFIC CONTROL AND SAFETY REQUIREMENTS. THIS PROJECT IS SUBJECT TO THE FOLLOWING TYPICAL APPLICATIONS

UNLESS DIRECTED OTHERWISE BY THE DELDOT DISTRICT SAFETY OFFICER: TA-3 (WORK ON THE SHOULDER OF A TWO

LANE ROAD), TA-10 (LANE CLOSURE ON A TWO LANE ROAD USING FLAGGERS).

1.

3.

2.

5.

GENERAL NOTES FOR DELDOT

6.

4.

7.

8.

9.

10.

11.

12.

13.

14.

15.

ALL ENTRANCES SHALL CONFORM TO DELDOT'S CURRENT STANDARDS AND REGULATIONS FOR SUBDIVISION STREETS AND

STATE HIGHWAY ACCESS AND SHALL BE SUBJECT TO ITS APPROVAL.

ALL MATERIALS AND WORKMANSHIP, INCLUDING STORM DRAIN PIPING, INLET, MANHOLE AND END SECTION INSTALLATION,

WITHIN THE STATE OF DELAWARE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CURRENT STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SUPPLEMENTAL

SPECIFICATIONS, STANDARD CONSTRUCTION DETAILS, SPECIAL PROVISIONS AND DESIGN GUIDANCE MEMORANDUMS.

ALL DISTURBED AREAS WITHIN THE STATE RIGHT-OF-WAY, BUT NOT IN PAVEMENT, SHALL BE TOPSOILED (6" MINIMUM)

FERTILIZED AND SEEDED AND MULCHED.

A 72 HOUR (MINIMUM) NOTICE SHALL BE GIVEN TO DELDOT DISTRICT PERMIT SUPERVISOR PRIOR TO STARTING ENTRANCE

CONSTRUCTION.

MISS UTILITY SHALL BE NOTIFIED THREE (3) CONSECUTIVE WORKING DAYS PRIOR TO EXCAVATION AT 1-800-282-8555.

ALL SIGNING, STRIPING AND MAINTENANCE OF TRAFFIC IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL FOLLOW THE

GUIDELINES SHOWN IN THE DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (DE MUTCD) FOR STREETS AND

HIGHWAYS (LATEST EDITION). THE OWNER OR MAINTENANCE CORPORATION SHALL BE RESPONSIBLE FOR MAINTENANCE OF

ALL SIGNS INSTALLED AS PART OF THIS PROJECT

PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE DELDOT DISTRICT

PERMIT SUPERVISOR.

A COPY OF THE UP TO DATE APPROVED CONSTRUCTION DOCUMENTS AND DELDOT APPROVAL LETTERS SHALL BE

MAINTAINED ON THE PROJECT SITE AT ALL TIMES AND BE AVAILABLE FOR INSPECTION BY DELDOT PERSONNEL.

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. COMPLETENESS OR

CORRECTNESS THEREOF IN NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE

UTILITY COMPANIES INVOLVED IN ORDER TO SECURE THE MOST ACCURATE INFORMATION AVAILABLE AS TO UTILITY

LOCATION AND ELEVATION. NO CONSTRUCTION AROUND OR ADJACENT TO UTILITIES SHALL BEGIN WITHOUT NOTIFYING

THEIR OWNERS AT LEAST 48-HOURS IN ADVANCE. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO

PROTECT THE EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE AND ANY DAMAGE DONE TO THEN DUE TO

HIS/HER NEGLIGENCE SHALL BE IMMEDIATELY AND COMPLETELY REPAIRED AT THE CONTRACTOR'S EXPENSE. TO LOCATE

EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT MISS UTILITY OF DELMARVA

(SEE NOTE #5).

SHOULD UTILITY RELOCATION BE REQUIRED, THE DEVELOPER MUST SUBMIT A UTILITY RELOCATION PLAN FOR DELDOT

REVIEW, ALONG WITH CORRESPONDENCE FROM THE UTILITY COMPANIES STATING PRELIMINARY APPROVAL TO THE

RELOCATION AND DESIGN OF THE UTILITIES PRIOR TO THE DELDOT PRE-CONSTRUCTION MEETING. NO PHYSICAL

CONSTRUCTION CAN OCCUR UNTIL THE UTILITY PLANS ARE APPROVED, THE APPROVAL, AND A DELDOT UTILITY PERMIT IS

ISSUED.

DESIGN, FABRICATION, AND INSTALLATION OF ALL PERMANENT SIGNING SHALL BE AS OUTLINED IN THE DE MUTCD.

DESIGN AND INSTALLATION OF ALL PAVEMENT MARKINGS AND STRIPING SHALL BE AS OUTLINED IN THE DE MUTCD. FOR

FINAL PERMANENT PAVEMENT MARKINGS, EPOXY RESIN PAINT SHALL BE REQUIRED FOR LONG LINE STRIPING AND THERMO

PLASTIC (EXTRUDED OR PREFORMED MATERIAL) WILL BE REQUIRED ON ASPHALT SURFACES, FOR SHORT LINE STRIPING I.E.,

SYMBOLS / LEGENDS.

BREAKAWAY POSTS SHALL BE USED WHEN INSTALLING ALL SIGNS. REFERENCE DELDOT STANDARD CONSTRUCTION DETAIL

T-15.

CONTRACTOR SHALL SUPPLY MESSAGE BOARDS THAT ARE TO BE PLACED TEN (10) DAYS PRIOR TO CONSTRUCTION ALONG

ROUTE 62 (BOXWOOD RD.). THE PROPER WORDING ON THE MESSAGE BOARD WILL NEED TO BE COORDINATED WITH THE

DISTRICT SAFETY OFFICER.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT PAVING WITHIN THE STATE OF DELAWARE RIGHT-OF-WAY IS

INSTALLED TO THE ELEVATIONS SHOWN AND THAT NO PONDING OF WATER EXISTS AFTER PAVING IS COMPLETE.

PAVEMENT TIE-IN SECTIONNO SCALE BMG NO. : SW-2D

1' MIN.

TACK COAT

EXISTING PAVEMENT SECTION

ROTOMIL TO 2" BELOW

FINISH GRADE AND REPLACE

WITH TYPE C HOT MIX

HOT CRACK SEALER

JOINT TO BE SEALED WITH

8" GRADED AGGREGATE SUBBASE

SAWCUT EXISTING PAVEMENT SECTION

2" SUPERPAVE, TYPE "C" HOT MIX

160 GYRATIONS, PG 64-22

160 GYRATIONS, PG 64-22

3" SUPERPAVE, TYPE "B" HOT MIX


3" ASPHALT CONCRETE BASE COURSE

2" ASPHALT CONCRETE SURFACE COURSE

PAVEMENT SECTION DETAIL

TYPE "C" SURFACE

TYPE "B" BINDER

NO SCALE BMG NO. : SW-2A

AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D 1557

TOP 12" OF SUBGRADE SHALL BE COMPACTED TO

95% OF THE MODIFIED PROCTOR STANDARD DRY DENSITY

NO SCALE BMG NO. : TS-02

PAVEMENT

2' FROM BACK OF CURB

IF NO CURB, 3' FROM

EDGE OF PAVEMENT

SIGN TO BE INSTALLED

NO

T LE

SS

T

HA

N 7'

SQUARE POST SHALL NOT BE

LESS THAN 2" x 2" WITH A WALL

THICKNESS OF 0.1092"

2" SQUARE POST

2-1/2" SQUARE

4" M

AX

.

18"

36"

ON BREAK AWAY POST

FR

OM

G

RO

UN

D T

O B

OT

TO

M O

F S

IG

N

STOP SIGN AND BREAKAWAY POST DETAIL

TUBING

2-1/4" SQUARE

TUBING

NOTE :

ROADSIDE SIGN - BUSINESS OR RESIDENTIAL DISTRICT BREAKAWAY POST DETAIL

DESIGN, FABRICATION AND INSTALLATION OF ALL PERMANENT SIGNING SHALL BE AS OUTLINED IN THE

"GUIDE FOR FABRICATION AND INSTALLATION OF TRAFFIC CONTROL DEVICES" (LATEST EDITION).

1.

PEDESTRIAN CROSSWALK DETAILNO SCALE BMG NO. : TS-03

STRIPING OF CROSSWALK SHALL BE THERMO

2'-0"

(24")

6'-0"

(72")

2'-0" (24") SPACING

WHITE STRIPE

2 3/8"

3/8" (10)

7/8" (23)

1/4" (5)

DETECTABLE WARNINGS - TRUNCATED DOME

NOTE: PRIOR TO INSTALLATION VERIFY MATERIALS AND COLORS WITH DELDOT AND/OR LOCAL AGENCIES

DETECTABLE WARNINGS MUST HAVE A LIGHT-TO-DARK

CONTRAST WITH THE SIDEWALK MATERIAL.

LIGHT REFLECTANCE VALUE CONTRAST MUST BE AT LEAST 70%.2.

1.

NOTES :

THE COLOR OF DETECTABLE WARNINGS TO BE USED FOR VARIOUS 3.

SIDEWALK MATERIALS ARE AS FOLLOWS:

SIDEWALK / CURB RAMP MATERIAL DETECTABLE WARNING SYSTEM COLOR

CONCRETE BROWN CONCRETE, DARK GRAY, BRIGHT

RED, ORANGE (BRICK) RED OR BLACK

HOT-MIX WHITE, LIGHT GRAY, WHITE CONCRETE,

FEDERAL YELLOW OR PALE YELLOW

RED BRICK WHITE, WHITE CONCRETE, FEDERAL

YELLOW OR PALE YELLOW

**

PER CURRENT ADAAG:

IF USING A DIFFERENT SIDEWALK MATERIAL THAN SHOWN ABOVE OR IF THE

SIDEWALK MATERIAL IS A DIFFERENT COLOR THAN NORMAL (I.E., CONCRETE

OR HOT-MIX WITH A PIGMENT SO THAT IT IS NOT THE "NATURAL" OFF-WHITE

OR BLACK RESPECTIVELY), CONTACT DELDOT CONSISTENCY CONTROL,

QUALITY PROGRAM MANAGER AT (302) 760-2342 FOR COLOR CHOICES.

(60)

2 3/8"

(60)

ACCESSIBLE RAMP DETAILNO SCALE BMG NO. : SW-4A


3" TYPE "B" ASPHALT PAVEMENT BINDER

2" TYPE "C" ASPHALT SURFACE COURSE (OVERLAY SECTION)

FULL DEPTH PATCH SECTION DETAIL

COURSE

NO SCALE

AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D 1557

TOP 12" OF SUBGRADE SHALL BE COMPACTED TO

95% OF THE MODIFIED PROCTOR STANDARD DRY DENSITY

TACK

COAT

1' MIN. 1' MIN.

TACK

COAT

HOT-MIX CURB DETAILNO SCALE

2"

8"

6"

2 " TYPE "C" ASPHALT SURFACE COURSE

HOT MIX MATERIAL

2"

3000 PSI CONC.

AT 30 DAYS

15

"

7-1/2"

1/2"

6"

6"

20"

AGGREGATE BASE

GRADED

DEPRESSED CURB

NORMAL CURB

7-3/4"

3/4"

8"

2-1/2" R

WHEN ADJACENT TO PORTLAND

CEMENT PAVEMENT AND THERE

IS A SEPARATION, USE

APPROVED JOINT FILLER.

DEPRESS CURB AT DRIVEWAYS

AS DETAILED

DEPRESS CURB FLUSH WITH

PAVEMENT AT CURB RAMPS

NOTES :

1.

2.

3.

REVERSE GUTTER SLOPE

WHEN PAVEMENT DRAINS

4.

AWAY FROM PROPOSED CURB

8"

1" BATTER

INTEGRAL P.C.C.CURB & GUTTER TYPE 3 - 8 NO SCALE BMG NO. : SW-01C

(8")

NO.: C-1 (2012)

1-1/2" R

DELDOT STANDARD

2 " TYPE "C" ASPHALT SURFACE COURSE (SUPERPAVE)

NO SCALE

PAVEMENTSURFACE TO BE FREE OF DEBRIS

AND SWEPT PRIOR TO PLACEMENT OF TACK

COAT ON ALL EXISTING PAVEMENT.

2 " ROTOMILL

Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE

Fax 910.341.7506Ph. 910.341.7600


.PDF


CONSTRUCTION

CONRAD

201 JACKSON AVENUE

SCHOOLS OF

NEW CASTLE COUNTY

DELAWARE

SCIENCE

CHRISTIANA HUNDRED



C-901LAYER STATE :

..

.

.

DRAWN BY:

DATE:

PROJECT NO.:

03-12-14

2013222.00

C-901

COPYRIGHT 2013


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F:\AutoCAD\Projects\2013\2013222\DWG\2013222-DETAILS-C3D12.dwg, Apr 17, 2014 - 1:19pm

DETAILS

SHEET 4 OF 4

existing conditions and demolition plans c-101...

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