Drawings_Volume_1_-_IFC_Reception_Phase_1_AMD2.pdf

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INDEX OF DRAWINGS

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G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI101 LOCATION PLAN

GC001 CIVIL NOTES

GC002 CIVIL LEGEND

VF101 OVERALL TOPOGRAPHIC SURVEY

VF102 TOPOGRAPHIC SURVEY AREA A

VF103 TOPOGRAPHIC SURVEY AREA B

VF104 TOPOGRAPHIC SURVEY AREA C

VF105 TOPOGRAPHIC SURVEY AREA D

VF106 TOPOGRAPHIC SURVEY AREA E

VF107 TOPOGRAPHIC SURVEY AREA F

VF108 TOPOGRAPHIC SURVEY AREA G

B-101 SOIL BORING LOCATION PLAN

B-102 SOIL BORING LOCATION PLAN

B-103 SOIL BORING LOCATION PLAN

B-201 SOIL CLASSIFICATION CHART AND NOTES

B-301 SOIL TEST BORING LOGS

B-302 SOIL TEST BORING LOGS

B-303 SOIL TEST BORING LOGS

B-304 SOIL TEST BORING LOGS

B-305 SOIL TEST BORING LOGS

B-306 SOIL TEST BORING LOGS

B-307 SOIL TEST BORING LOGS

B-308 SOIL TEST BORING LOGS

B-309 SOIL TEST BORING LOGS

B-310 SOIL TEST BORING LOGS

B-311 SOIL TEST BORING LOGS

B-312 SOIL TEST BORING LOGS

B-313 SOIL TEST BORING LOGS

B-314 SOIL TEST BORING LOGS

B-315 SOIL TEST BORING LOGS

B-316 SOIL TEST BORING LOGS

B-317 SOIL TEST BORING LOGS

B-318 SOIL TEST BORING LOGS

B-319 SOIL TEST BORING LOGS

B-320 LABORATORY SOIL TEST RESULTS

B-321 LABORATORY SOIL TEST RESULTS

B-322 LABORATORY SOIL TEST RESULTS

B-323 LABORATORY SOIL TEST RESULTS

B-324 LABORATORY SOIL TEST RESULTS

B-325 LABORATORY SOIL TEST RESULTS

B-326 LABORATORY SOIL TEST RESULTS

CD101 OVERALL STRUCTURES AND PAVEMENT REMOVAL PLAN

CD101A OVERALL UTILITIES AND VEGETATION REMOVAL PLAN

CD102 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA A

CD102A UTILITIES AND VEGETATION REMOVAL PLAN AREA A

CD103 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA B

CD103A UTILITIES AND VEGETATION REMOVAL PLAN AREA B

CD104 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA C

CD104A UTILITIES AND VEGETATION REMOVAL PLAN AREA C

CD105 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA D

CD105A UTILITIES AND VEGETATION REMOVAL PLAN AREA D

CD106 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA E

CD106A UTILITIES AND VEGETATION REMOVAL PLAN AREA E

CD107 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA F

CD107A UTILITIES AND VEGETATION REMOVAL PLAN AREA F

CD108 STRUCTURES AND PAVEMENT REMOVAL PLAN AREA G

CD108A UTILITIES AND VEGETATION REMOVAL PLAN AREA G

CS101 OVERALL SITE LAYOUT PLAN

CS101A OVERALL SITE LAYOUT PLAN (LAWN EQUIPMENT BUILDING)

CS102 SITE LAYOUT PLAN AREA A

CS103 SITE LAYOUT PLAN AREA B

CS104 SITE LAYOUT PLAN AREA C

CS105 SITE LAYOUT PLAN AREA D

CS106 SITE LAYOUT PLAN AREA E

CS107 SITE LAYOUT PLAN AREA F

CS108 SITE LAYOUT PLAN (TEMPORARY DFAC) AREA G

CS108A SITE LAYOUT PLAN (LAWN EQUIPMENT BUILDING) AREA G

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CS504 SITE DETAILS

CS505 SITE DETAILS

CG101 OVERALL GRADING PLAN

CG102 GRADING PLAN AREA A

CG103 GRADING PLAN AREA B

CG104 GRADING PLAN AREA C

CG105 GRADING PLAN AREA D

CG106 GRADING PLAN AREA E

CG107 GRADING PLAN AREA F

CG108 GRADING PLAN (TEMPORARY DFAC) AREA G

CG108A GRADING PLAN (LAWN EQUIPMENT BUILDING) AREA G

CG201 STORM DRAIN PROFILES

CG202 STORM DRAIN PROFILES

CG501 GRADING AND DRAINAGE DETAILS

CG502 GRADING AND DRAINAGE DETAILS

CG503 GRADING AND DRAINAGE DETAILS

CG504 GRADING AND DRAINAGE DETAILS

CG505 BIORETENTION DETAILS

CP101 OVERALL JOINT LAYOUT PLAN

CP102 JOINT LAYOUT PLAN AREA A

CP103 JOINT LAYOUT PLAN AREA B

CP104 JOINT LAYOUT PLAN AREA C

CP105 JOINT LAYOUT PLAN AREA D

CP106 JOINT LAYOUT PLAN AREA E

CP107 JOINT LAYOUT PLAN AREA F

CP108 JOINT LAYOUT PLAN (TEMPORARY DFAC) AREA G

CP108A JOINT LAYOUT PLAN (LAWN EQUIPMENT BUILDING) AREA G

CU101 OVERALL SITE UTILITY PLAN

CU102 SITE UTILITY PLAN AREA A

CU103 SITE UTILITY PLAN AREA B

CU104 SITE UTILITY PLAN AREA C

CU105 SITE UTILITY PLAN AREA D

CU106 SITE UTILITY PLAN AREA E

CU107 SITE UTILITY PLAN AREA F

CU108 SITE UTILITY PLAN (TEMPORARY DFAC) AREA G

CU108A SITE UTILITY PLAN (LAWN EQUIPMENT BULIDING) AREA G

CE001 EROSION CONTROLCOVER SHEET

CE002 EROSION CONTROL LOCATION PLAN

CE003 STANDARD NOTES AND LEGEND

CE004 PRE-DEVELOPMENT HYDROLOGY

CE005 CONSTRUCTION PHASE HYDROLOGY AND WATER QUALITY PLAN

CE006 POST-DEVELOPMENT HYDROLOGY AND WATER QUALITY PLAN

CE101 INITIAL PHASE EROSION CONTROL PLAN

CE101A INITIAL PHASE EROSION CONTROL PLAN AREA A

CE101B INITIAL PHASE EROSION CONTROL PLAN AREA B

CE101C INITIAL PHASE EROSION CONTROL PLAN AREA C

CE101D INITIAL PHASE EROSION CONTROL PLAN AREA D

CE101E INITIAL PHASE EROSION CONTROL PLAN AREA E

CE101F INITIAL PHASE EROSION CONTROL PLAN AREA F

CE101G INITIAL PHASE EROSION CONTROL PLAN AREA G

CE102 CONSTRUCTION PHASE EROSION CONTROL PLAN

CE102A CONSTRUCTION PHASE EROSION CONTROL PLAN AREA A

CE102B CONSTRUCTION PHASE EROSION CONTROL PLAN AREA B

CE102C CONSTRUCTION PHASE EROSION CONTROL PLAN AREA C

CE102D CONSTRUCTION PHASE EROSION CONTROL PLAN AREA D

CE102E CONSTRUCTION PHASE EROSION CONTROL PLAN AREA E

CE102F CONSTRUCTION PHASE EROSION CONTROL PLAN AREA F

CE102G CONSTRUCTION PHASE EROSION CONTROL PLAN AREA G

CE103 STABILIZATION PHASE EROSION CONTROL PLAN

CE103A STABILIZATION PHASE EROSION CONTROL PLAN AREA A

CE103B STABILIZATION PHASE EROSION CONTROL PLAN AREA B

CE103C STABILIZATION PHASE EROSION CONTROL PLAN AREA C

CE103D STABILIZATION PHASE EROSION CONTROL PLAN AREA D

CE103E STABILIZATION PHASE EROSION CONTROL PLAN AREA E

CE103F STABILIZATION PHASE EROSION CONTROL PLAN AREA F

CE103G STABILIZATION PHASE EROSION CONTROL PLAN AREA G

CE501 EROSION CONTROL DETAILS

CE502 EROSION CONTROL DETAILS

CE503 EROSION CONTROL DETAILS

CE504 EROSION CONTROL DETAILS

CE505 EROSION CONTROL DETAILS

CE506 EROSION CONTROL DETAILS

CE507 EROSION CONTROL DETAILS

CE508 EROSION CONTROL DETAILS

CE509 EROSION CONTROL DETAILS

CE510 EROSION CONTROL DETAILS

MD101 OVERALL MECHANICAL REMOVAL PLAN

MD102 MECHANCIAL REMOVAL PLAN AREA A

MD103 MECHANICAL REMOVAL PLAN AREA B

MD104 MECHANICAL REMOVAL PLAN AREA C

MD105 MECHANCIAL REMOVAL PLAN AREA D

MD106 MECHANICAL REMOVAL PLAN AREA E

MD107 MECHANCIAL REMOVAL PLAN AREA F

MD108 MECHANICAL REMOVAL PLAN AREA G

MS101 OVERALL MECHANICAL SITE PLAN

MS102 MECHANICAL SITE PLAN AREA A

MS103 MECHANCIAL SITE PLAN AREA B

MS104 MECHANICAL SITE PLAN AREA C

MS105 MECHANICAL SITE PLAN AREA D

MS106 MECHANICAL SITE PLAN AREA E

MS107 MECHANICAL SITE PLAN AREA F

MS108 MECHANICAL SITE PLAN AREA G

ED101 ELECTRICAL DEMOLITION PLAN OVERALL

ED102 ELECTRICAL DEMOLITION PLAN AREA A

ED103 ELECTRICAL DEMOLITION PLAN AREA B

ED104 ELECTRICAL DEMOLITION PLAN AREA C

ED105 ELECTRICAL DEMOLITION PLAN AREA D

ED106 ELECTRICAL DEMOLITION PLAN AREA E

ED107 ELECTRICAL DEMOLITION PLAN AREA F

ED108 ELECTRICAL DEMOLITION PLAN AREA G (PHASE 1)

ED108A ELECTRICAL DEMOLITION PLAN AREA G (PHASE 2)

ED109 ELECTRICAL DEMOLITION PLAN AREA H

E-001 ELECTRICAL SITE LEGEND & NOTES

ES101 ELECTRICAL SITE PLAN OVERALL

ES102 ELECTRICAL SITE PLAN AREA A

ES103 ELECTRICAL SITE PLAN AREA B

ES104 ELECTRICAL SITE PLAN AREA C

ES105 ELECTRICAL SITE PLAN AREA D

ES106 ELECTRICAL SITE PLAN AREA E

ES107 ELECTRICAL SITE PLAN AREA F

ES108 ELECTRICAL SITE PLAN AREA G (TEMP DFAC)

ES108A ELECTRICAL SITE PLAN AREA G (LEB)

ES109 ELECTRICAL SITE PLAN AREA H

ES501 ELECTRICAL SITE DETAILS

EL101 SITE LIGHTING PLAN OVERALL

EL102 SITE LIGHTING PLAN AREA A

EL103 SITE LIGHTING PLAN AREA B

EL104 SITE LIGHTING PLAN AREA C

EL105 SITE LIGHTING PLAN AREA D

EL106 SITE LIGHTING PLAN AREA E

EL107 SITE LIGHTING PLAN AREA F

EL108 SITE LIGHTING PLAN AREA G (TEMP DFAC)

EL108A SITE LIGHTING PLAN AREA G (LEB)

EL501 SITE LIGHTING FIXTURE AND POLE SCHEDULES

TN101 TELECOMMUNICATIONS SITE PLAN OVERALL

TN101A TELECOMMUNICATIONS SITE PLAN

TN102 TELECOMMUNICATIONS SITE PLAN AREA A

TN103 TELECOMMUNICATIONS SITE PLAN AREA B

TN104 TELECOMMUNICATIONS SITE PLAN AREA C

TN105 TELECOMMUNICATIONS SITE PLAN AREA D

TN106 TELECOMMUNICATIONS SITE PLAN AREA E

TN107 TELECOMMUNICATIONS SITE PLAN AREA F

TN108 TELECOMMUNICATIONS SITE PLAN AREA G (TEMP DFAC)

TN108A TELECOMMUNICATIONS SITE PLAN AREA G (LEB)

TN109 TELECOMMUNICATIONS SITE PLAN AREA H

TN110 TELECOMMUNICATIONS SITE PLAN AREA I

TN111 TELECOMMUNICATIONS SITE PLAN AREA J

TN112 TELECOMMUNICATIONS SITE PLAN AREA K

TN113 TELECOMMUNICATIONS SITE PLAN AREA L

TN501 TELECOMMUNICATIONS SITE DETAILS - MANHOLES

TN502 TELECOMMUNICATIONS SITE DETAILS - DUCTLINES

TN601 TELECOMMUNICATIONS DUCTLINE ONE-LINE DIAGRAM

TN602 TELECOMMUNICATIONS FIBER OPTIC CABLE ONE-LINE DIAGRAM

TN603 TELECOMMUNICATIONS COPPER ONE-LINE DIAGRAM

TN604 TELECOMMUNICATIONS FIBER OPTIC CABLE EXTENSION ONE-LINE DIAGRAM

MS501 MECHANICAL SITE DETAILS

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ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.

SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10

A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE19.

IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE

BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS

REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED

IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE18.

CONSTRUCTION SITE.

CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY17.

SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.-

FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND-

COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;

WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING-

WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;-

THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:16.

DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE15.

PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND14.

GRADES.

LANDSCAPE PLANTINGS. KTR IS RESPONSIBLE FOR COORDINATION OF THIS TOPSOIL PLACEMENT AND DESIGN

THE KTR SHALL IMPORT 8" OF TESTED, APPROVED TOPSOIL AND PLACE ON ALL AREAS TO BE TURFED OR RECEIVE

MINIMIZE SOIL COMPACTION. IT IS ANTICIPATED THAT THE EXISTING SOIL MATERIAL CANNOT BE USED FOR TOPSOIL.13.

DAYS.

ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR

INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING12.

OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.

OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT

A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE11.

STORMWATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO

LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT 10.

THE LAST ROW OF SILT FENCE AND ALL WOS.

MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN

FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN’T BE

ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE9.

OUTLETS.

WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE

TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT8.

OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG. 72-300 ET SEQ. AND SCR100000.

INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION

RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR 7.

FROM PAVEMENT, AS MAY BE REQUIRED.

FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL

THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S)6.

IS COMPLETE AND THE SITE IS STABILIZED.

AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION

ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION

UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.

ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION 5.

FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE

GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END

DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH

PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION 4.

REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION

PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR

ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF 3.

STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

ORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY

INITIATED AS SOON AS PRACTICABLE. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMP-

DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE TH 14

FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. WHERE STABILIZATION BY THE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN

STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE2.

DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE

IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR1.

DEMOLITION AND REMOVAL NOTES:

SPECIFIED IN SPECIFICATION SECTION 31 00 00, 'EARTHWORK'.

FOR THEIR REMOVAL. BACKFILL OF THE EXCAVATED AREAS SHALL BE AS

UNDERGROUND UTILITIES SHALL BE KEPT TO THE MINIMUM DEPTH NECESSARY

10. EXCAVATION FOR THE REMOVAL OF BUILDING FOUNDATIONS, SLABS, AND

OFFICER.

INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING

9. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE

WITHOUT PRIOR APPROVAL OF CONTRACTING OFFICER.

THE LIMITS OF CONSTRUCTION AS SHOWN SHALL BE NOT BE ADJUSTED

8. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLATES.

FROM DPW, VIA THE CONTRACTING OFFICER.

SHOWN FOR REMOVAL ON THE PLANS, WITHOUT PRIOR WRITTEN PERMISSION

LARGER THAN 4 INCHES DBH (DIAMETER AT BREAST HEIGHT), OTHER THAN THOSE

CONSTRUCTION EQUIPMENT. THE CONTRACTOR IS NOT TO REMOVE ANY TREES

7. TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED BY

REMOVED WHEN CONSTRUCTION IS COMPLETED. SEE CE-PLATES FOR DETAILS.

6. TREE PROTECTION SHALL BE INSTALLED BEFORE CONSTRUCTION BEGINS AND

REQUIREMENTS.

ASBESTOS HAZARD CONTROL ACTIVITIES, FOR ADDITIONAL ASBESTOS REMOVAL

CONTAINING MATERIALS SEE SPECIFICATION SECTION 02 82 14.00 10

REQUIREMENTS FOR REMOVAL AND DISPOSAL OF LEAD PAINT AND ASBESTOS

5. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND FORT JACKSON

COST SHALL BE BORNE BY THE CONTRACTOR.

EDGES SHALL BE RESAWED TO PROVIDE ONE UNIFORM EDGE AND THE ADDITIONAL

GUTTER. SAW CUT EDGES ARE TO BE PROTECTED BY THE CONTRACTOR. DAMAGED

NEAREST JOINT TO PROVIDE A SMOOTH TIE IN OF NEW SIDEWALKS AND CURB AND

4. SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT THE

PAVEMENT CANNOT BE REUSED AS BASE COURSE MATERIAL.

OF PAVEMENT. ALL PAVEMENT DEMOLISHED SHALL BE REMOVED. DEMOLISHED

TO PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. SEE BORING LOGS FOR DEPTH

3. PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL

AMENDMENTS SHALL BE ADDED TO MAINTAIN SOIL SUITABILITY.

THE ESTABLISHMENT OF THE SPECIFIED TURF AND LANDSCAPING. APPROVED SOIL

STOCKPILED ON SITE. CONTRACTOR SHALL TEST THE TOPSOIL FOR SUITABILITY OF

AMOUNT OF USEABLE TOPSOIL. TOPSOIL MAY NOT BE PILED HIGHER THAN 5 FT IF

THE CURRENTLY DEVELOPED PORTION OF THE SITE WILL NOT YIELD AN ADEQUATE

BE SPREAD 8 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED OR LANDSCAPED.

2. TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL SHALL

ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

1. INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING

SURVEY NOTES:

UTILITY PROVIDERS:

803 751 5531

SCOTT RITENOUR

NEC - COMMS

803 751 6162

MATT GIBBS

DPW ENERGY MANAGER

803 790 7288

MARK TATE, PROJECT MANAGER

PALMETTO STATE UTILITY SERVICE (PSUS)

LAYOUT NOTES:

DEPRESSED CURB DETAILS.

HANDICAP RAMPS ARE NOT SHOWN OR SPECIFIED. SEE PLATE CS503 FOR

PLACE DEPRESSED CURB AT WALKWAYS ABUTTING CURB AND GUTTER WHERE 2.

OTHERWISE. COORDINATES AND STATIONING ARE IN ENGLISH UNITS.

ALL DIMENSIONS ARE MEASURED TO THE EDGE OF PAVEMENT UNLESS INDICATED 1.

GRADING AND STORM DRAINAGE NOTES:

BEFORE LEAVING SITE.

EFFLUENT WILL SHALL PUMPED THROUGH A SILT BAG AND INTO A SEDIMENT BASIN,

EARTHWORK AND TO PLATE B-301 FOR ADDITIONAL REQUIREMENTS. ALL DEWATERING

PARAGRAPHS ON DRAINAGE AND DEWATERING OF SPECIFICATION SECTION 31 00 00,

ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER. SEE

WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY

SURFACE WATER, GROUND WATER TABLE, AND/OR ANY PERCHED WATER CONDITION

FIRM UNTIL THE FOOTINGS ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY

ACCOMPLISHED IN THE DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND

SHALL PROVIDE DEWATERING AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE

EFFECTIVELY DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR

SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND

ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY1.

NEW FINISHED GRADES UNLESS NOTED OTHERWISE ON THESE PLATES.

ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE 4

ALL ROOF/FOUNDATION DRAINS AND COLLECTORS SHALL HAVE A MINIMUM OF 1.00% SLOPE.

ROOF DRAIN/FOUNDATION DRAIN COLLECTORS SHALL BE SIZED AS SHOWN ON CG PLATES. 3.

ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS.2.

OF 45 DEGREE OR SHARPER AND ON RUNS GREATER THAN 150 FT IN LENGTH.

CLEANOUTS SHALL BE PROVIDED ON ALL ROOF DRAINS WHERE THE PIPE MAKES A TURN5.

WATER.

DRAINAGE PATTERNS, SURFACE WATER RUNOFF, AND THE APPLICATION OF IRRIGATION

GROUNDWATER LEVELS CAN FLUCTUATE DEPENDING ON VARIATIONS IN PRECIPITATION,

OBSERVED DURING DRILLING. HOWEVER, BOTH "PERCHED WATER" AND TRUE

REFER TO LOGS OF SOIL BORINGS IN THE CONTRACT DRAWINGS FOR WATER LEVELSC.

SPECIFICATIONS.

PERFORMED IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND THE

WHICHEVER MEASURES THAT ARE NECESSARY SUCH THAT ALL REQUIRED WORK IS

TRENCHES, AND PUMPING FROM FILTERED SUMPS. THE CONTRACTOR SHALL PERFORM

CONSTRUCTION CAN BE ACCOMPLISHED BY THE USE OF FRENCH DRAINS, DITCHES,

IT IS ANTICIPATED THAT SATISFACTORY DEWATERING TO PERMIT THE REQUIRED B.

TO MANY FEET BELOW THE "PERCHED WATER" LEVEL.

THE MORE PERMEABLE SOIL ABOVE IT. THE TRUE GROUND WATER LEVEL CAN BE SEVERAL

BY AN IMPERMEABLE SOIL LAYER, SUCH AS CLAYEY SAND, CLAY OR SILT, AND SATURATES

A "PERCHED WATER" CONDITION OCCURS WHEN WATER SEEPING DOWNWARD IS BLOCKEDA.

EXCAVATIONS REQUIRED FOR THIS PROJECT. SEE BORING LOCATION PLAN AND LOGS.

THE CONTRACTOR MAY ENCOUNTER "PERCHED WATER" CONDITIONS IN SOME 6.

DRAIN COLLECTORS, MINIMUM SLOPE OF 1.0%. SEE CG502 FOR DETAIL.

CONTRACTOR IS REQUIRED TO TIE ALL BUILDING DOWNSPOUTS FROM THE BOOTS TO THE ROOF13.

BOOT TO COLLECTORS.

BUILDING. PROVIDE A 4" PVC ROOF DRAIN LEADER TO CONNECT FROM

SEE ARCHITECTURAL PLATES FOR LOCATIONS AND SIZES OF DOWNSPOUTS AND BOOTS FOR EACH 12.

DRIP LINE OF THE TREES TO REMAIN.

TREES TO REMAIN. NO FILL FROM THE EXCAVATIONS SHALL BE STOCKPILED WITHIN THE

TRENCH BOXES SHALL BE USED TO INSTALL STORM DRAINAGE LINES AROUND EXISTING 11.

LOCATIONS WHERE NEW STORM DRAINAGE PIPES TIE TO THESE STRUCTURES.

THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE STRUCTURES AT THE 10.

UTILITIES OF OTHER DISCIPLINES.

SHALL BE CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED

TO BE INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES

THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES 9.

ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.

SEE LANDSCAPING PLATES (LS) AND GRASSING SPECIFICATION FOR PERMANENT GRASSING 8.

UNLESS NOTED OTHERWISE ON THE DRAWINGS.

ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL7.

UTILITY NOTES:

CONTRACTOR STAGING AREA:

WATER QUALITY BMP STANDARD NOTES:

EROSION CONTROL AND STABILIZATION NOTES:

VERTICAL DATUM: NAVD88.3.

HORIZONTAL DATUM: SOUTH CAROLINA STATE PLANE, NAD83 (2011). 2.

FIELD WORK COMPLETED BY LOWE ENGINEERS AUG - OCT 2017.1.

EWELL RD AS INDICATED ON GI101.

CONTRACTOR LAYDOWN AND STAGING AREA SHALL BE EAST OF PROJECT SITE, NORTH OF1.

PRIOR TO TAKING RESPONSIBILITY FOR SAID BMPs.

JACKSON. FORT JACKSON EXPECTS THAT ALL BMPs WILL BE PERFORMING AS DESIGNED

ALL POST CONSTRUCTION MAINTENANCE REQUIREMENTS WILL BE CONDUCTED BY FORT

ALL PROPOSED BMPs SHALL BE MAINTAINED AS DIRECTED BY THE DESIGN DRAWINGS AND SWPPP.3.

PERFORM AS EXPECTED AND DESIGNED.

THE USE OF PROPER MATERIALS, TECHNIQUE, AND TIMING ARE CRUCIAL FOR A BMP TO

ALL PROPOSED BMPs SHALL BE INSTALLED AS DIRECTED BY THE DESIGN DRAWINGS. 2.

AND ANY OTHER NECESSARY INFORMATION.

ALL PROPOSED BMPs SHALL HAVE ACCOMPANYING DRAWINGS, DESIGN CALCULATIONS, 1.

FOR UTILITY CONSTRUCTION.

15. CONTRACTOR SHALL REMOVE AND REPLACE ADDITIONAL PAVEMENT AS REQUIRED

FOR REMOVAL AND DISPOSAL.

ARE ACM AND COMPLY WITH ALL FEDERAL, STATE, AND FORT JACKSON REGULATIONS

CONTRACTOR SHALL ASSUME THAT EXISTING UNDERGROUND WATER AND SEWER PIPES

THE EXISTING DOMESTIC WATER AND SANITARY SEWER SYSTEMS TO BE DEMOLISHED.

14. THE PRESENCE OF ASBESTOS CONTAINING MATERIALS (ACM) IS ANTICIPATED IN

SHALL COORDINATE DEMOLITION AND CONSTRUCTION SEQUENCE WITH PSUS.

OF WATER AND SEWER UTILITIES WITHIN THE CONSTRUCTION LIMITS. CONTRACTOR

13. PALMETTO STATE UTILITY SERVICE (PSUS) IS RESPONSIBLE FOR ALL DEMOLITION

OTHERWISE ON THE DRAWINGS.

12. ALL BUILIDNGS TO BE REMOVED SHALL INCLUDE THE FOOTINGS UNLESS NOTED

MEASURES WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

11. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC CONTROL

CONCURRENT ACTIONS ARE ACCEPTABLE, BUT MUST BE DETAILED IN THE WORK PLAN.

FINE GRADING / PAVEMENTS / STABILIZATION (CONTRACTOR)7.

VERTICAL CONSTRUCTION, AND BUILDING CONNECTIONS (CONTRACTOR)

REMAINING UTILITY CONSTRUCTION AND 8.

PRIVATIZED UTILITY CONSTRUCTION 7.

CONTRACTOR UTILITY CONSTRUCTION (STORM) 6.

ROUGH GRADING (CONTRACTOR) 5.

PRIVATIZED UTILITY DEMOLITION 4.

CONTRACTOR UTILITY DEMOLITION (COMM, STORM)3.

PAVEMENT DEMOLITION (CONTRACTOR)2.

EXISTING STRUCTURE DEMOLITION (CONTRACTOR)1.

AND APPROVAL TO THE COR.

FOR FINAL COORDINATION WITH THE PRIVATIZED UTILITIES AND MUST SUBMIT A WORK PLAN FOR REVIEW

THE FOLLOWING IS THE GENERAL ORDER OF UTILITY CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE

COORDINATION SCHEDULE:

LIMITS WILL REQUIRE APPROVAL FROM FORT JACKSON STORMWATER BEFORE PROCEEDING.

REMOVAL OR INSTALLATION OF ANY UTILITIES OUTSIDE OF THE PERMITTED CONSTRUCTION 7.

WORK TO BE COMPLETED BY PSUS (SEE COORDINATION SCHEDULE BELOW).

WATER AND SEWER UTILITIES. CONTRACTOR MUST COORDINATE WORK UNDER THIS CONTRACT WITH

6. PSUS IS RESPONSIBLE FOR DESIGN, DEMOLITION, CONSTRUCTION AND MAINTENANCE OF SITE

WITH THE UTILITY PROVIDERS THROUGH THE COR.

THE RESPONSIBILITY OF THE CONTRACTOR. SERVICE DISTRUPTIONS MUST BE COORDINATED

DEMOLITION OF EXISTING AND CONSTRUCTION OF COMMUNICATION, AND SITE MECHANICAL IS 5.

SYSTEMS ARE OPERATED AND MAINTAINED BY FORT JACKSON DPW.

COMMUNICATIONS AND SITE MECHANICAL (STEAM, MED TEMP, CHILLED WATER, HI TEMP)4.

SEE MECHANICAL PLANS FOR CONTRACTORS RESPONSIBILITIES AT EACH BUILDING TYPE.

FOR DESIGN AND INSTALLATION OF THE SYSTEMS UP TO THE LINE OF DEMARCATION (NIC).

MAINTAINED BY SOUTH CAROLINA ELECTIC AND GAS (SCE&G). SCE&G IS RESPONSIBLE

NEW SITE NATURAL GAS SYSTEMS WILL BE DESIGNED, CONSTRUCTED, OPERATED, AND3.

CONTRACTORS RESPONSIBILITIES AT EACH BUILDING TYPE (MP PLATES).

OF THE SYSTEMS UP TO THE LINE OF DEMARCATION (NIC). SEE MECHANICAL PLANS FOR

OPERATED, AND MAINTAINED BY PSUS. PSUS IS RESPONSIBLE FOR DESIGN AND INSTALLATION

NEW SITE WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED, CONSTRUCTED, 2.

WATER, AND SANITARY SEWER BUILDING CONNECTIONS.

SEE MECHANICAL/PLUMBING SHEETS FOR LOCATION OF DOMESTIC WATER, FIRE 1.

GC001

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29-AUG-2019 11:25

IP_PWP:dms22383\juncg102gp.dgn

CIIP WAREHOUSE

COVERED AREA

CB

CB

CB

CB CBCB

D

FFE = 211.00

BMP1

BMP2

CB

CB

BMP1 DESIGN INFO:

MULTIPURPOSE POND

BOTTOM ELEV: 197.0

TOP ELEV: 203.0

OS1 TOP ELEV: 201.0

FOREBAY VOL: 1615 CY

BMP2 DESIGN INFO:

MULTIPURPOSE POND

BOTTOM ELEV: 206.0

TOP ELEV: 209.5

OS2 TOP ELEV: 207.5

FOREBAY VOL: 650 CY

1A5

1B4 1B5

1B2

2A1

1A7

1A6

2A2

1A1

OS1

1A9

10% (TYP.)

6' SHOULDER @

10% (TYP.)

6' SHOULDER @

FOREBAY BERM

1A8

OS2

1C1

1B3

1B1

FOREBAY BERM

204204.47

207207

209 209

CB

CB

2B1

209.75 209.78 209.78

209.81 209.81

209.83

209.83

209.83

210.80

209.5

209.5

CB

210.33

210.33 210.33

210.33

210.40

210.53

210.65 210.80

215.98

216.16

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

1. NEW TRENCH DRAIN, BASIS OF DESIGN:

CG102

E A A

MATCHLINE SEE SHEET CG104

M A

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C H

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29-AUG-2019 11:25

IP_PWP:dms22383\juncg103gp.dgn

CB CB CB

CBCB

CB

CB

CB

CB

BMP3 DESIGN INFO:

MULTIPURPOSE POND

BOTTOM ELEV: 222.5

TOP ELEV: 225.0

OS3 TOP ELEV: 224.0

FOREBAY VOL: 50CY

2A7 2A8

2A10

2A6

2A4

2A3

2A9

FOREBAY BERM

OS3

3A1

2A11

BMP3

CB

2A5

210.19

210.23

210.36

210.53

210.62

211.28

217.46

217.88 217.95

218.32

219.40

219.54

220.37

220.65

220.92

220.92

221.86

221.97

2 222.18

222.26

223.12

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

CG103

E A B

MATCHLINE SEE SHEET CG105

M A

T C

H L

IN

E S

E E S

H E

E T C

G

G R

A D

IN

G P

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N

A

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TRACKFIT

NES

S

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E

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MP

15" CMP

G

G

X" PVC

" H ard woo d

" H ard woo d

" H ard woo d

" O ak

1"

Pin e

8"

Pin e

5"

Pin e

CP

T

CP

W

CP

CP

T

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ROAD

CROSS

TIE

WALL

S I

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C H

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2 3 4 5 6 7 8 9 10

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D B

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D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O

P

N ju n c g g p .d g n

D E

S C

R

IP

T

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N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

-2

-0

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A

R E

C E

P T

IO

N C

O M

P L E

X P

H A

S E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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B P

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L P

S

M

K O

L A

S

IN

S K I

V O

L U

M E S

IT

E

J U

N E

ISSUE FOR CONSTRUCTION

C H

A R

L E

S T

O N D

IS

T R

IC

T

H

A G

O O

D A

V E

N U

E

C H

A R

L E

S T

O N S

C

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

W

H P

R k6enxjlh

29-AUG-2019 11:26

IP_PWP:dms22383\juncg104gp.dgn

COVERED AREA

CB

CB

CB CB

CB

CB

1A2 1A3 1A4

1A5

1A10

1A9

196.50

196.87

197.78

197.82

199.53

200.62

201.43

201.47

201.96

203.00

203.45

204.02

204.47

208.69

208.95

209.17 209.59

209.60

210.65

210.15 210.33

212.21

212.70

214.08

216.07

217.27

217.78

218.18

219.34

221.20

222.35

222.73 222.79

222.98

223.53

223.64

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

CG104

E A C

MATCHLINE SEE SHEET CG102

M A

T C

H L

IN

E S

E E S

H E

E T C

G

G R

A D

IN

G P

L A

N

A

U G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

PARKIN

GNO

PARKIN

GNO

CROSS

INGPEDES

TRI

AN

CENTERTRAIN

INGUS

ARMYWLECOME

STOP

PARKIN

GNO

PARKIN

GNO

CLIN

ICMEDIC

AL RECEP

TIO

N

PARKIN

GNO

MEDIC

AL/

DENTAL

PARKIN

G

TROOP

GRASS

GRASS

G R

A S

S

ASP

HALT

ASP

HALT

ASP

HALT

G R

A S

S

CB

CB

CB

CB

WASHINGTON ROAD (GOOD CONDITION)

G G

CB

ASPHALT

G

G

" C

MP =

4.9 8'

8"

CLAY =

5.5

8'

" C

MP =

5.2 8'

EL.

= 2

.48

DI

EL.

= 2

.04

DI

FULL

O

F D

EBRIS

EL.

= 2

.96

CB

FULL

O

F D

EBRIS

EL.

= 2

.96

CB

" R

CP =

3.7 2'

" C

MP =

4.2 2'

" C

MP =

4.3 2'

EL.

= 2

.22

CB

" R

CP =

3.4 2'

EL.

= 2

.62

CB

PLATE

COVERED P

IPE =

1.6 7'

" R

CP =

2.1 7'

EL.

= 2

.47

DI

INACCES

SIB

LE

EL.

= 2

.26

JB

" R

CP =

3.7

" C

MP =

4.2 2'

" C

MP =

4.3 2'

EL.

= 2

.22

CB

SEALE

DEL.

= 2 .83

CB

INV.

= 2

.61

" R

CP 18

" E lm

" E lm

" O ak 8" Pi ne 8" Pi ne 10 " S we et

Gum

" E lm

9" El m 9" El m

9" El m

" O ak

" O ak

" P ine

8" Pi ne

" P ine 26

" P ine

" P ine 20

" P ine

" P ine

5"

Pin e

" O ak

" O ak

" O ak

" O ak

" O ak 21 " O ak

" O ak 17 " O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" P ine

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

WV P

ER G

IS

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

9" Pin e

" P ine

" P ine

" P ine

" E lm

CP

S

CB

D

S

D

CB

T

SECURIT

Y

CAMERA

CP

SECURIT

Y

CAMERA

CP

S

S

W

#1

BUIL

DIN

G

FF

E:

0.8

#1

BUIL

DIN

G

FF

E:

3.5

3'

#1

BUIL

DIN

G

FF

E:

3.5

3'

G

D

CO

#1

BUIL

DIN

G

FF

E:

6.9

3'

S I

D

C H

E C

K E

D B

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D R

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N B

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IS

S

U E D

A T

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P S

U L L

IV

A N

SHEET ID

F

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E N

A M

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

S O

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A T

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N N

O

D E

S

IG

N E

D B

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M A

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D A

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US Army Corps

C A

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G O

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N ju n c g g p .d g n

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A R

M Y C

O R

P S O

F E

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E E

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-2

-0

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A

R E

C E

P T

IO

N C

O M

P L E

X P

H A

S E

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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B P

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L P

S

M

K O

L A

S

IN

S K I

V O

L U

M E S

IT

E

J U

N E

ISSUE FOR CONSTRUCTION

C H

A R

L E

S T

O N D

IS

T R

IC

T

H

A G

O O

D A

V E

N U

E

C H

A R

L E

S T

O N S

C

S A

V A

N N

A H D

IS

T R

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W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

W

H P

R k6enxjlh

29-AUG-2019 11:26

IP_PWP:dms22383\juncg105gp.dgn

BMP3

FOREBAY VOL: 50CY

BMP3 DESIGN INFO:

MULTIPURPOSE POND

BOTTOM ELEV: 222.5

TOP ELEV: 225.0

OS3 TOP ELEV: 224.0

FOREBAY VOL: 50CY

FOREBAY BERM

D

220.65

220.95

221.07

221.52

222.33

222.58

223.12

223.12

224.06

224.17

224.41

224.42

224.97

225.45

225.60

226226.28 226.30

226.30 226.45

226.50

226.95

227.06

227.07

227.35

227.53

228228 229

229.14

229.19 (TW)

222.27 (BTM)

229.37

229.79

230.04

230.69

227.58 (BTM)

230.80 (TW)

231.20

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

CG105

E A D

MATCHLINE SEE SHEET CG103

M A

T C

H L

IN

E S

E E S

H E

E T C

G

MATCHLINE SEE SHEET CG106

G R

A D

IN

G P

L A

N

A

U G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

GRASS

CB

CB

G

CB

245 245

CBCB

CB

G

CB

G

12" R

CP

9.3

3'

12" R

CP

9.4

3'

EL.

3.0

3'

DI

FULL

EL.

= 2 .22

CB

FULL

EL.

= 2 .20

CB

FULL

DEBRIS

EL.

= 2

.27

CB

APP

OX.

SUMP =

8.7 4'

EL.

= 2

.24

CB

SUMP =

5.1 7'

EL.

= 2

.57

CB

" C

MP =

5.5 9'

" C

MP =

5.6 9'

4"

CLAY =

5.8

9'

EL.

= 2

.49

DI

" R

CP =

4.4 7'

" R

CP =

4.9 7'

" R

CP =

4.8 7'

EL.

= 2

.37

DI

" R

CP =

3.0 2'

" R

CP =

3.0 2'

EL.

= 2

.22

DI

CONSTRUCTIO

N

COVERED D

UE T

O

EL.

= 2

.40

DI

" R

CP =

7.3 0'

" R

CP =

8.3 0'

" R

CP =

8.6 0'

EL.

= 2

.00

DI

" R

CP =

6.9 1'

" C

LAY =

7.5 1'

" R

CP =

6.9 1'

EL.

= 2

.11

DI

" R

CP =

9.4 5'

" R

CP =

9.5 5'

EL.

= 2

.45

DI

" R

CP =

2.7 7'

" R

CP =

2.8 7'

6"

CLAY =

4.3

7'

6"

CLAY =

5.5

7'

4"

PVC =

7.2

7'

EL.=

0.9 7'

DI

SUMP =

5.2 7'

EL.

= 2

.67

DI

#1

BUIL

DIN

G

FF

E:

4.8

7'

" S we et

Gum

" O ak

" P op lar

9" Swe et Gum

9" O ak

8" Dog woo d

" W aln ut

" E lm

" O ak

8" W aln ut

" P ine

" P ine

" O ak

" O ak

W aln ut

" W aln ut

8" W aln ut

9" El m

" W aln ut

" W aln ut

8" Pi ne

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak

" O ak 22 " O ak

" O ak

" O ak

" O ak

" O ak

W O

O D

P L

A T F

O R

M

S H

E D

" O ak

CB

#1

BUIL

DIN

G

FF

E:

0.9

CB

CO

CP

COCOCO

CB

CO

CB

D

DD

CB

CB

CB

D

D

CB

CB

D

D

CB

CB

E

T

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CBCBCB

CB

CP

S I

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C H

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K E

D B

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D R

A W

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IS

S

U E D

A T

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P S

U L L

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A N

SHEET ID

F

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E N

A M

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

S O

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IT

A T

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N N

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D E

S

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N E

D B

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M A

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US Army Corps

C A

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G O

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U .S

A R

M Y C

O R

P S O

F E

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F O

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A C

K S

O N S

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T H C

A R

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IN

A

R E

C E

P T

IO

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P L E

X P

H A

S E

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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B P

H E

L P

S

M

K O

L A

S

IN

S K I

V O

L U

M E S

IT

E

J U

N E

ISSUE FOR CONSTRUCTION

C H

A R

L E

S T

O N D

IS

T R

IC

T

H

A G

O O

D A

V E

N U

E

C H

A R

L E

S T

O N S

C

S A

V A

N N

A H D

IS

T R

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W

O G

L E

T H

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P E A

V E

S A

V A

N N

A H

G A

W

H P

R k6enxjlh

29-AUG-2019 11:27

IP_PWP:dms22383\juncg106gp.dgn

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

1. NEW TRENCH DRAIN, BASIS OF DESIGN:

2600 PN

DFAC

COVERED

AREA

COVERED

AREA

COVERED

AREA

COVERED

AREA

LAWN

EQUIP. BLDG.

EX9

CB

CB

CB

CB

CB

FFE = 249.80

CB

D

D

BMP4

BMP9

BMP5

BMP6

CB

BMP10

FFE = 240.50

CB

D

BMP10 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 241.5

TOP ELEV: 244.0

OS10 TOP ELEV: 242.5

BMP9 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 241.5

TOP ELEV: 244.0

OS9 TOP ELEV: 242.5BMP4 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 243.0

TOP ELEV: 245.5

OS4 TOP ELEV: 244.0

OS4

OS5

6B1

6A1

6A2

6A3

OS6

EX6

EX4

6C2

6C1

OS9

237.84

238.05

238.05

238.25

238.38

238.39

238.81

BMP5 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 241.5

TOP ELEV: 244

OS6 TOP ELEV: 242.5

BMP6 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 237.0

TOP ELEV: 239.0

OS6 TOP ELEV: 238.0

240.12

241.35

242.20

242.51

242.71

OS10

10A110A2

10A3

244.02

244.05

244.13

244.37

244.58244.59

244.60

244.73

244.80

245.02 245.68

247.04

247.44

247.55

247.66

247.73

248.36

249.78

249.80

249.80

CG106

GENERAL SHEET NOTES

R

E A E

MATCHLINE SEE SHEET CG105

M A

T C

H L

IN

E S

E E S

H E

E T C

G

MATCHLINE SEE SHEET CG107

G R

A D

IN

G P

L A

N

10" COLLECTOR, TYP.

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

A

U G

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

P S

U L L

IV

A N

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

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D A

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C O

N T

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C T N

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®of Engineers

US Army Corps

C A

T E

G O

R Y C

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P

N ju n c g g p .d g n

D E

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IP

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N

U .S

A R

M Y C

O R

P S O

F E

N G

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E E

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-2

-0

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A

R E

C E

P T

IO

N C

O M

P L E

X P

H A

S E

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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B P

H E

L P

S

M

K O

L A

S

IN

S K I

V O

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M E S

IT

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ISSUE FOR CONSTRUCTION

C H

A R

L E

S T

O N D

IS

T R

IC

T

H

A G

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D A

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N U

E

C H

A R

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S T

O N S

C

S A

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N N

A H D

IS

T R

IC

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W

O G

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T H

O R

P E A

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S A

V A

N N

A H

G A

W

H P

R k6enxjlh

29-AUG-2019 11:27

IP_PWP:dms22383\juncg107gp.dgn

CB

CB

BMP7

BMP8

BMP7 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 235.5

TOP ELEV: 237.5

OS7 TOP ELEV: 236.5

BMP8 DESIGN INFO:

BIORETENTION

BOTTOM ELEV: 234.0

TOP ELEV: 238.0

OS8 TOP ELEV: 235.0

OS7

OS8

8A1

235.72

235.95

236.29

236.51

237.08

237.10

238238

239.19

239.41

239.77

239.90

239.92

239.99

240.87

241.52

241.69

241.74

241.88

241.89

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

CG107

E A F

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DI

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" R

CP =

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" R

CP =

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EL.

= 2

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DI

" R

CP =

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EL.

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DI

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CP=

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" R

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RCP=

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EL.=

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R k6enxjlh

29-AUG-2019 11:28

IP_PWP:dms22383\juncg108gp.dgn

TEMPORARY DFAC

CB

FFE = 244.80

BMP11

BMP11 DESIGN INFO:

BOTTOM ELEV: 238.5

TOP ELEV: 241.0

OS11 TOP ELEV: 239.5

OS11

12A1

240.25

244244 244.50

244.50

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

CG108

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E E S

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G

G R

A D

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F A

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CONDITION.

ON THIS SHEET SHALL BE REMOVED AND CG108A SHALL BE THE FINAL

PERMANENT DFAC SHOWN ON CG106 IS FUNCTIONING, THE FEATURES

TO BE COORDINATED WITH DESIGN/BUILD CONTRACTOR. AFTER THE

DFAC TO INCLUDE ACCESS DRIVES / WALKS AND UTILITY ROUTING

NOTE: EXACT LOCATION, FOOTPRINT, AND GRADING OF TEMPORARY

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R k6enxjlh

29-AUG-2019 11:28

IP_PWP:dms22383\juncg108agp.dgn

FFE = 244.20

4LAWN

EQUIP. BLDG.

LEGEND

GENERAL SHEET NOTES

NEW HEADWALL

KEYMAP

N

A B

C D

E

NEW CULVERT

NEW CATCH BASINCB

NEW MANHOLED

SHEET KEYNOTES

NEW BASIN/DITCH BOTTOM

30' 60'0

SD NEW STORM DRAIN

NEW ROOF DRAIN

F

G

RIPRAP

6. SEE SHEET CE510 FOR RIPRAP PROPERTIES/DIMENSIONS.

3 FEET; REFER TO SHEET CG505 FOR ADDITIONAL DETAILS.

INFILTRATION RATE OF 6.0 IN/HR AND MINIMUM DEPTH OF

5. BIORETENTION PLANTING SOIL SHALL HAVE A MINIMUM

OR PAVEMENT SWALE.

4. SPOT ELEVATION INDICATED AT PAVEMENT EDGE

FOR PIPE INVERTS AND SIZES.

3. REFER TO STORM DRAIN PROFILES ON CG201 AND CG202

2. THE CONTOUR INTERVAL IS 1.0 FT.

BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO

LIMITS OF CONSTRUCTION

SURFACE DRAINAGE FLOW ARROW

SPECIFICATIONS.

7. NEW SEGMENTAL RETAINING WALL, REFER TO

6. ADJUST EXISTING STORM STRUCTURE

5. 4" UNDERSLAB DRAIN PIPE

4. CURB CUT

3. NEW RETAINING WALL, REFER TO STRUCTURAL.

2. CONNECT TO EXISTING STORM STRUCTURE.

-MIN. DEPTH 6"

-MIN. CAPACITY 9 CFS

-MIN. SLOPE 0.5%

-MIN. 10" PREFABRICATED DRAIN W/ MEDIUM DUTY FRAME.

E A G

M A

T C

H L

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E E S

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29-AUG-2019 11:28

IP_PWP:dms22383\juncg501dt.dgn

RIP-RAP WITH

FILTER FABRIC

PIPE

WALL THICKNESS

RIP-RAP

FILTER FABRIC

UNDERLAYMENT

1 1/4" LIFT

HOLE

NOT TO SCALE

FLARE DIMENSIONS*

PLAN

SECTION

AUTHORIZED FOR SUBSTITUTION.

*INDUSTRY STANDARD PRECAST SIZES ARE

NOTES FOR STORM DRAINAGE MANHOLES AND INLETS:

NOTES FOR MANHOLE AND INLET FRAME AND COVER:

1- 3/ 8"

16"

-1 /4

-1 /8

10-3/4"

"8

"8

10-3/4" 1-7/8"

1-1/2"

1"

"2

"4

"8

1-5/8""8

12"

"8

-1 /8

"8

2'-0"

4 4

SURFACE

EXISTING GROUND

SECTION

TYPICAL SWALE

NOT TO SCALE

(FOR CIRCULAR WALL)

MANHOLE STEP DETAILS

MANHOLE STEP DETAILS

NOT TO SCALE

NOT TO SCALE

IN THE DETAIL.

LOADING AND DRAINAGE REQUIREMENTS OF THE FRAME AND GRATE SPECIFIED

ACCEPTABLE AS LONG THEY MEET OR EXCEED THE REQUIRED VEHICULAR

1. FRAMES AND GRATES FROM OTHER MANUFACTURER SOURCES WILL BE

DIMENSIONS SHOWN.

BE ACCEPTED AS LONG AS THEY MEET OR EXCEED THE

OTHER COMMERICALLY AVAILABLE STEP INSERTS WILL

3. STEP SHOWN IS A NEENAH R-1981-J STEP INSERT.

CENTER OR PER MANUFACTURE RECOMMENDATION.

FACE OF THE STRUCTURE AND SPACED 12" ON

2 STEPS SHALL PROTRUDE 6" FROM THE INSIDE

EXCEEDS…