NORTH EAST ELEMENTARY SCHOOL PAVING EXPANSION CECIL COUNTY, MARYLAND

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Mariah Boyd
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1 SITE ANALYSIS TOTAL SITE AREA AREA TO BE DISTURBED AREA TO BE VEGETATIVELY STABILIZED AREA TO BECOME IMPERVIOUS EXISTING IMPERVIOUS (NOT TO BE DISTURBED) ESTIMATED CUT VOLUME ESTIMATE FILL VOLUME ESTIMATE NET VOLUME SITE SOILS. AC 0. AC 0.9 AC 0.0 AC 0. AC 0.0 AC -0 CY + CY - CY NORTH EAST ELEMENTARY SCHOOL PAVING EXPANSION CECIL COUNTY, MARYLAND Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\ES SWM.DWG Plot Date: //0 :09 PM Plotted By: SABATINO, JON THE SITE CONSISTS OF THE FOLLOWING SOILS PER NRCS WEB SOIL SURVEY: ENB ELSINBORO SILT LOAM, TO PERCENT SLOPES, HSG B MPB MATAPEAKE-URBAN LAND COMPLEX, 0 TO PERCENT SLOPES, HSG C MUB MATTAPEX-URBAN LAND COMPLEX, 0 TO PERCENT SLOPES, HSG C ZA ZEKIAH SANDY LOAM, FREQUENTLY FLOODED, HSG B/D THE MATAPEAKE - URBAN LAND COMPLEX HAS A K FACTOR GREATER THAN.. HOWEVER, SLOPES ARE LESS THAN % AND THEREFORE, NOT CONSIDERED HIGHLY ERODIBLE. SITE DATA OWNER ADDRESS DEED REFERENCE 000 / 00 ACCOUNT NO 0000 MAP / PARCEL 00 / 00 0 NUE PARCEL SIZE +/-. AC DISCHARGE NORTH EAST RIVER SUB BASIN 000 GENERAL NOTES. GROUND SURFACE ELEVATIONS SHOWN ON THE DRAWINGS WERE DERIVED FROM 0 CECIL COUNTY LIDAR. VERTICAL DATUM: NAVD HORIZONTAL DATUM: MARYLAND STATE PLANE NAD.. PER MDE STREAM USE DEATIONS THE NORTH EAST RIVER IS LISTED AS USE II (SUPPORT OF ESTUARINE AND MARINE AQUATIC LIFE AND SHELLFISH HARVESTING).. PER U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY (NWI), AND THE MARYLAND DEPARTMENT OF THE ENVIRONMENT MERLIN MAP, THE SITE CONTAINS NO WETLANDS WITHIN THE AREA OF PROPOSED WORK. THIS HAS BEEN FIELD VERIFIED BY GPI IN JUNE, 0.. PER FEMA FLOOD INSURANCE RATE MAP NUMBER 0C0D, EFFECTIVE 0/0/0, THE SITE IS LOCATED IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 0.% ANNUAL CHANCE (00-YEAR) FLOOD PLAIN.. THE SITE IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA.. THERE ARE NO STEEP SLOPES ON THE SUBJECT PROPERTY.. THERE ARE NO HYDRIC SOILS WITHIN THE LIMITS OF DISTURBANCE.. NO OUTDOOR STORAGE IS PROPOSED WITH THIS. 9. SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE AND BASED ON VISUALLY OBSERVED EVIDENCE AT GROUND LEVEL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TEST PIT AND CONFER WITH THE UTILITY COMPANIES INVOLVED IN ORDER TO SECURE THE MOST ACCURATE INFORMATION AVAILABLE AS TO UTILITY LOCATION. NO CONSTRUCTION AROUND OR ADJACENT TO UTILITIES SHALL BE DONE WITHOUT FIRST CALLING "MISS UTILITY" (-00--) HOURS PRIOR TO EXCAVATION TO HAVE UNDERGROUND UTILITY CABLES LOCATED AND MARKED. ANALYSIS REQUIRED: SPACES RATIONALE: SPACE PER 0 SEATS OF MAIN ASSEMBLY AREA ( / 0 = SPACES) OR SPACE PER CLASSROOM (), WHICHEVER IS GREATER PROVIDED: EXISTING SPACES + PROPOSED = 9 SPACES HANDICAP REQUIRED: HANDICAP PROVIDED: (INCLUDING ONE VAN ACCESSIBLE) (INCLUDING ONE VAN ACCESSIBLE) LOCATION MAP 0 9 EXISTING PROPERTY LINE SETBACK LINE WATER LINE SANITARY SEWER EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR UTILITY POLE SHEET INDEX C- COVER SHEET C- SITE PLAN C- LANDSCAPE PLAN F-ESD- F-ESD- F-ESD- F-ESD- LIGHT POLE LEGEND SITE E&S AND SWM COVER SHEET EXISTING CONDITIONS PLAN PROPOSED CONDITIONS PLAN EROSION CONTROL DETAILS " =,000' PROPOSED PAVEMENT HOT MIX ASHPALT OWNER / DEVELOPER 0 BOOTH STREET ELKTON, MD 9 CONTACT: PERRY WILLIS, AIA OWNER CERTIFICATION ENGINEER GREENMAN-PEDERSEN, INC. GRANDVIEW AVENUE, SUITE CONTACT: BRIAN MORGAN, PLA..0 I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY WHICH IS THE SUBJECT OF THIS PLAN AND THAT THE LAND USE ACTION PROPOSED BY THIS PLAN IS MADE AT MY DIRECTION. ATURE PERRY WILLIS, AIA EXECUTIVE DIRECT, SUPPORT SERVICES PRINTED NAME PROFESSIONAL CERTIFICATION I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND. // ATURE BRIAN MORGAN, PLA PRINTED NAME REGISTRATION NO. PLANNING COMMISSION - TOWN OF NORTH EAST SECRETARY CHAIRMAN TOWN ENGINEER - TOWN OF NORTH EAST CNA PLAN REVIEWER COVER SHEET " = 000' : // NUMBER: C- of

$NORTH EAST ELEMENTARY SCHOOL STOP R- DO NOT ENTER R- (0"x0") Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\SITE.$

2 NORTH EAST ELEMENTARY SCHOOL STOP R- DO NOT ENTER R- (0"x0") Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\SITE.DWG Plot Date: //0 : AM Plotted By: SABATINO, JON DO NOT ENTER R- (0"x0") ' R R0." HMA (SUPERPAVE 9.MM PG -) " HMA (SUPERPAVE 9MM PG -) " GABC.0 HANDICAP D9- ("x") AND D9-P ("x9") R.0.. R0. EX STOP MIN 0 FT LANDSCAPE BUFFER (TYP.) HOT MIX ASPHALT PAVEMENT DETAIL NTS 9.. " WHITE STRIPING (TYP.) MAINTENANCE SHED R.9 ANGLED SPACES ( TOTAL). R EX SANITARY SEWER MANHOLE R0.... FT DRIVE AISLE EX WATER METER VAULT BUMPER (TYP.).. R FT ROW R R0 9 ' SITE PLAN " = 0' : // NUMBER: C- of

NORTH EAST ELEMENTARY SCHOOL LANDSCAPING NOTES AND SPECIFICATIONS REMOVE TREES 9. ALL PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.

. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.

$Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\SITE.DWG Plot Date: //0 : AM Plotted By: SABATINO, JON REMOVE TREES STREET TREE (TYP.$

3 NORTH EAST ELEMENTARY SCHOOL LANDSCAPING NOTES AND SPECIFICATIONS REMOVE TREES 9. ALL PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. INSPECTION CERTIFICATIONS SHALL BE PRESENTED UPON REQUEST OF THE TOWN AND/OR LANDSCAPE ARCHITECT.. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.. TREES SHALL EXHIBIT NORMAL GROWTH HABIT AND PATTERN FOR THE SPECIES.. TREES SHALL NOT HAVE BEEN SHEARED EXCEPT FOR NEEDLE EVERGREENS LESS THAN FEET IN HEIGHT. Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\SITE.DWG Plot Date: //0 : AM Plotted By: SABATINO, JON REMOVE TREES STREET TREE (TYP.) PLANT SCHEDULE NO. OF PLANTINGS SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS SR SYRINGA RETICULATA JAPANESE TREE LILAC. STREET TREE (TYP.) THE CONTRACTOR SHALL USE THE TOWN APPROVED PLANTING/ MULCHING DETAIL.. NO SUBSTITUTIONS OF SPECIES, CULTIVAR OR SIZE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE TOWN AND/OR LANDSCAPE ARCHITECT.. AT THE END OF THE WARRANTY PERIOD DESCRIBED IN THIS ORDINANCE, ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH.. FOR PURPOSES OF THIS ORDINANCE, ALIVE AND SATISFACTORY GROWTH MEANS: 9. ANY MATERIAL THAT IS % DEAD OR MORE SHALL BE CONSIDERED DEAD AND 0. MUST BE REPLACED AT NO CHARGE.. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK OR. % OF THE CROWN IS DEAD.. TREES WHICH DROP THEIR LEAVES IN THE FIRST YEAR, THOSE THAT HAVE BARK DAMAGE, HAVE BEEN GIRDLED OR HAVE GIRDLING ROOTS WILL NOT BE ACCEPTABLE.. STAKES AND GUY WIRES SHALL BE REMOVED PRIOR TO FINAL ACCEPTANCE. LANDSCAPE PLAN " = 0' : // NUMBER: C- of

4 SITE ANALYSIS TOTAL SITE AREA AREA TO BE DISTURBED AREA TO BE VEGETATIVELY STABILIZED AREA TO BECOME IMPERVIOUS EXISTING IMPERVIOUS (NOT TO BE DISTURBED) ESTIMATED CUT VOLUME ESTIMATE FILL VOLUME ESTIMATE NET VOLUME. AC 0. AC 0.9 AC 0.0 AC 0. AC 0.0 AC -0 CY + CY - CY PRELIMINARY / FINAL STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL PLAN NORTH EAST ELEMENTARY SCHOOL Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\ES SWM.DWG Plot Date: //0 :0 PM Plotted By: SABATINO, JON SITE SOILS THE SITE CONSISTS OF THE FOLLOWING SOILS PER NRCS WEB SOIL SURVEY: ENB ELSINBORO SILT LOAM, TO PERCENT SLOPES, HSG B MPB MATAPEAKE-URBAN LAND COMPLEX, 0 TO PERCENT SLOPES, HSG C MUB MATTAPEX-URBAN LAND COMPLEX, 0 TO PERCENT SLOPES, HSG C ZA ZEKIAH SANDY LOAM, FREQUENTLY FLOODED, HSG B/D THE MATAPEAKE - URBAN LAND COMPLEX HAS A K FACTOR GREATER THAN.. HOWEVER, SLOPES ARE LESS THAN % AND THEREFORE, NOT CONSIDERED HIGHLY ERODIBLE. SITE DATA OWNER ADDRESS DEED REFERENCE 000 / 00 ACCOUNT NO 0000 MAP / PARCEL 00 / 00 0 NUE PARCEL SIZE +/-. AC DISCHARGE NORTH EAST RIVER SUB BASIN 000 GENERAL NOTES. GROUND SURFACE ELEVATIONS SHOWN ON THE DRAWINGS WERE DERIVED FROM 0 CECIL COUNTY LIDAR. VERTICAL DATUM: NAVD HORIZONTAL DATUM: MARYLAND STATE PLANE NAD.. PER MDE STREAM USE DEATIONS THE NORTH EAST RIVER IS LISTED AS USE II (SUPPORT OF ESTUARINE AND MARINE AQUATIC LIFE AND SHELLFISH HARVESTING).. PER U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY (NWI), AND THE MARYLAND DEPARTMENT OF THE ENVIRONMENT MERLIN MAP, THE SITE CONTAINS NO WETLANDS WITHIN THE AREA OF PROPOSED WORK. THIS HAS BEEN FIELD VERIFIED BY GPI IN JUNE, 0.. PER FEMA FLOOD INSURANCE RATE MAP NUMBER 0C0D, EFFECTIVE 0/0/0, THE SITE IS LOCATED IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 0.% ANNUAL CHANCE (00-YEAR) FLOOD PLAIN.. THE SITE IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA.. THERE ARE NO STEEP SLOPES ON THE SUBJECT PROPERTY.. THERE ARE NO HYDRIC SOILS WITHIN THE LIMITS OF DISTURBANCE.. NO OUTDOOR STORAGE IS PROPOSED WITH THIS. 9. SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE AND BASED ON VISUALLY OBSERVED EVIDENCE AT GROUND LEVEL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TEST PIT AND CONFER WITH THE UTILITY COMPANIES INVOLVED IN ORDER TO SECURE THE MOST ACCURATE INFORMATION AVAILABLE AS TO UTILITY LOCATION. NO CONSTRUCTION AROUND OR ADJACENT TO UTILITIES SHALL BE DONE WITHOUT FIRST CALLING "MISS UTILITY" (-00--) HOURS PRIOR TO EXCAVATION TO HAVE UNDERGROUND UTILITY CABLES LOCATED AND MARKED. SEQUENCE OF CONSTRUCTION. DELINEATE LOD CLEARLY IN THE FIELD PRIOR TO PRE CONSTRUCTION MEETING.. CONTACT THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (0) THE CECIL COUNTY DEPARTMENT OF PUBLIC WORKS STORMWATER INSPECTOR (0) 99- AT LEAST HOURS PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES. A PRE-CONSTRUCTION MEETING WILL BE ARRANGED AT THE SITE. FAILURE TO NOTIFY THE DEPARTMENT MAY EXPOSE THE OWNER/DEVELOPER TO ADDITIONAL WORK.. INSTALL SILT FENCE AND SILT FENCE ON PAVEMENT ALONG PERIMETER OF SITE AS SHOWN.. PERFORM ROUGH GRADING FOR PAVED AREAS.. BEGIN CONSTRUCTION OF NEW LOT AND ACCESS AISLE.. STABILIZE DRAINAGE AREA FOR.. CONSTRUCT AREAS, SEE SHEET F-ESD- FOR DETAIL.. PERFORM FINAL GRADING, TOPSOIL, SEED, AND MULCH. 9. UNTIL SUCH A TIME AS THE SITE IS PERMANENTLY STABILIZED, ALL EROSION AND SEDIMENT CONTROLS MUST BE MAINTAINED IN WORKING ORDER. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS WEEKLY AND WITHIN HOURS OF EACH STORM EVENT. 0. ONCE ENTIRE SITE IS STABILIZED, REMOVE SILT FENCE AND ALL OTHER EROSION CONTROL MEASURES. DO NOT REMOVE SEDIMENT CONTROL PRACTICES WITHOUT THE AUTHORIZATION OF THE SEDIMENT CONTROL INSPECTOR. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SILT FENCE SILT FENCE ON PAVEMENT LF LF STORMWATER MANAGEMENT AND ESD REQUIREMENTS REQUIRED ESD VOLUME PROVIDED ESD VOLUME FACILITY TYPE DRAINAGE AREA 9 CF 9 CF 0. AC LOT EXPANSION CECIL COUNTY, MARYLAND SITE LOCATION MAP " =,000' SHEET INDEX F-ESD- E&S AND SWM COVER SHEET F-ESD- EXISTING CONDITIONS PLAN F-ESD- PROPOSED CONDITIONS PLAN F-ESD- EROSION CONTROL DETAILS LEGEND EXISTING PROPOSED 0 9 PROPERTY LINE SETBACK LINE PAVEMENT LIMIT OF DISTURBANCE WATER LINE SANITARY SEWER EXISTING MAJOR CONTOUR SILT FENCE SILT FENCE ON PAVEMENT DRAINAGE AREA EXISTING MINOR CONTOUR UTILITY POLE LIGHT POLE HOT MIX ASHPALT OWNER / DEVELOPER 0 BOOTH STREET ELKTON, MD 9 CONTACT: PERRY WILLIS, AIA ENGINEER GREENMAN-PEDERSEN, INC. GRANDVIEW AVENUE, SUITE CONTACT: BRIAN MORGAN, PLA..0 OWNER / DEVELOPER CERTIFICATION I HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION AND/OR DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND THAT ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION WILL HAVE A CERTIFICATION OF TRAINING AT A MARYLAND DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING PROGRAM FOR THE CONTROL OF SEDIMENT AND EROSION BEFORE BEGINNING THE. I HEREBY AUTHORIZE THE RIGHT OF ENTRY FOR PERIODIC ON-SITE EVALUATION BY THE CECIL SOIL CONSERVATION DISTRICT OR THEIR REPRESENTATIVES AND THE STATE OF MARYLAND, DEPARTMENT OF THE ENVIRONMENT, COMPLIANCE INSPECTORS. I HEREBY CERTIFY THAT DEVELOPMENT AND/OR CONSTRUCTION WILL BE DONE ACCORDING TO THIS PLAN OF DEVELOPMENT AND PLAN OF EROSION AND SEDIMENT CONTROL. OWNER/DEVELOPER ATURE PERRY WILLIS, AIA EXECUTIVE DIRECT, SUPPORT SERVICES PRINTED NAME AND TITLE DE CERTIFICATION I HEREBY CERTIFY THAT ALL SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS HAVE BEEN DEED IN ACCORDANCE WITH THE 0 MD STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL OR CURRENT REVISIONS THEREOF. // DEER ATURE BRIAN MORGAN, PLA PRINTED NAME REGISTRATION NO. PROFESSIONAL CERTIFICATION I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND. //0 LICENSE NO. EXPIRATION AS-BUILT CERTIFICATION I HEREBY CERTIFY THAT AL STORMWATER MANAGEMENT FACILITIES SHOWN ON THESE PLANS WERE CONSTRUCTED AS SHOWN ON THE "AS-BUILT" PLANS AND COMPLY WITH THE APPROVED PANS AND SPECIFICATIONS. ATURE PRINTED NAME REGISTRATION NO. EXPIRATION CECIL COUNTY DIVISION OF DEVELOPMENT PLANS REVIEW PLAN REVIEWER CHIEF, PLANS REVIEW CECIL COUNTY HEALTH DEPARTMENT PLAN REVIEWER TOWN OF NORTH EAST PLANNING COMMISSION Reviewed for Cecil S.C.D. and meetstechnical Requirements for Preliminary / Final Approval Signature PLAN REVIEWER Date Cecil Soil Conservation District Erosion and Sediment Control Plan for Preliminary / Final Approval Approved Date : NUMBER: " = 000' // E&S AND SWM COVER SHEET F-ESD- of

5 SIDEWALK EXISTING ELEMENTARY SCHOOL EXISTING ANGLED START SIDEWALK Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\ES SWM.DWG Plot Date: //0 :0 PM Plotted By: SABATINO, JON END EXISTING EXIT EXISTING ANGLED EXISTING DRAINAGE AREA 0. AC CN = TC = MIN EXISTING MAINTENANCE SHED EXISTING ENTRANCE EXISTING CONDITIONS PLAN " = 0' : // NUMBER: F-ESD- of

$STONE) SUBGRADE ZERO SLOPE Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\ES SWM.$ DWG Plot Date: //0 :0 PM Plotted By: SABATINO, JON CONTRACTOR SHALL ENSURE NO SEDIMENT TRACKING ONTO ADJACENT ROADWAYS OCCURS. IF SEDIMENT TRACKING DOES OCCUR, IT SHALL BE CLEANED UP IMMEDIATELY.

DWG Plot Date: //0 :0 PM Plotted By: SABATINO, JON CONTRACTOR SHALL ENSURE NO SEDIMENT TRACKING ONTO ADJACENT ROADWAYS OCCURS. IF SEDIMENT TRACKING DOES OCCUR, IT SHALL BE CLEANED UP IMMEDIATELY.

DO NOT ENTER END STOCKPILE AREA END SILT FENCE ON PAVEMENT DRAINAGE AREA 0. AC IMPERVIOUS 0.09 AC PAVEMENT AREA 0.

6 "." BEDDING COURSE (NO. STONE) " OPEN GRADED BASE COURSE (NO. STONE) NORTH EAST ELEMENTARY SCHOOL " SUB BASE COURSE (NO. STONE) SUBGRADE ZERO SLOPE Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\ES SWM.DWG Plot Date: //0 :0 PM Plotted By: SABATINO, JON CONTRACTOR SHALL ENSURE NO SEDIMENT TRACKING ONTO ADJACENT ROADWAYS OCCURS. IF SEDIMENT TRACKING DOES OCCUR, IT SHALL BE CLEANED UP IMMEDIATELY. IF SEDIMENT TRACKING BECOMES AN ISSUE, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE UTILIZED PER DETAIL B- MDE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. DO NOT ENTER END STOCKPILE AREA END SILT FENCE ON PAVEMENT DRAINAGE AREA 0. AC IMPERVIOUS 0.09 AC PAVEMENT AREA 0. AC SUBBASE DEPTH " ESDv CREDIT 9 CF R R0 R R0 END SILT FENCE ON PAVEMENT, START LF SILT FENCE CONSTRUCTION STAGING AND LAYDOWN AREA - LAYDOWN AREA MUST BE COMPLETELY CONTAINED TO THE PAVED SURFACE AND NO DISTURBANCE MAY OCCUR START 0 LF SILT FENCE ON PAVEMENT MIN 0 FT LANDSCAPE BUFFER (TYP.) 9 BUMPER (TYP.) ANGLED SPACES ( TOTAL) MAINTENANCE SHED R R INFILTRATION TEST # R0 PROPOSED DRAINAGE AREA 0. AC CN = 9 TC = MIN FT DRIVE AISLE R INFILTRATION TEST # R R0 9 START END SILT FENCE, START LF SILT FENCE ON PAVEMENT NOTES. SHALL BE CONSTRUCTED PER SPECIFICATION SECTION POROUS CONCRETE PAVEMENT, WHICH IS INCLUDED IN THE BID DOCUMENTS. THIS SPECIFICATION IS BASED ON ACI.- THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR PAVEMENT.. THE BOTTOM OF THE FACILITY SHALL BE LEVEL TO REDUCE PONDING BELOW THE BASE COURSE.. THE SUBBASE INVERT SHALL BE AT LEAST FT ABOVE THE SEASONAL HIGH WATER TABLE.. THE OWNER SHALL KEEP A MAINTENANCE LOG WITH: * OF SERVICE * NAME OF INDIVIDUAL OR COMPANY COMPLETING SERVICE * TYPE OF MAINTENANCE PERFORMED * AMOUNT (LBS) OF SEDIMENT, DEBRIS, OR OTHER MATERIAL REMOVED * GENERAL OBSERVATIONS *NAME AND ATURE OF INDIVIDUAL COMPLETING INSPECTION SEQUENCE OF CONSTRUCTION PERVIOUS CONRETE DETAIL NTS. PROVIDE THE OWNER WITH CONTRACTOR QUALIFICATIONS, CONCRETE PRODUCER QUALIFICATIONS, COMPLETED S, AND PROPOSED MIX DE DAYS PRIOR TO START OF WORK.. HOLD A MANDATORY PRE-PLACEMENT CONFERENCE INCLUDING THE OWNER, CONTRACTOR, AND SUBCONTRACTOR.. EXCAVATE AREA TO REQUIRED DEPTH. SUB SOILS SHALL NOT BE COMPACTED. CONSTRUCTION SHOULD BE PERFORMED WITH LIGHTWEIGHT, WIDE TRACKED EQUIPMENT TO MINIMIZE COMPACTION. EXCAVATED MATERIALS SHOULD BE PLACED IN A CONTAINED AREA.. PLACE -INCH NO. SUBBASE COURSE, -INCH NO. BASE COURSE, AND.-INCH NO. BEDDING COURSE. AGGREGATE SHALL BE CLEAN AND FREE OF FINES. AGGREGATE SHALL BE PLACED IN LIFTS AND LIGHTLY ROLLED.. PLACE TEST PANELS (MIN -SQUARE FEET) AT THE REQUIRED THICKNESS (-INCHES) TO DEMONSTRATE PROPER FUNCTIONALITY.. IF TESTING AS SPECIFIED IN SECTION IS FOUND ACCEPTABLE, THE REMAINDER OF THE CONCRETE PAVEMENT MAY BE PLACED.. FINAL GRADING FOR INSTALLATION SHOULD NOT TAKE PLACE UNTIL THE SURROUNDING SITE IS STABILIZED. CONSTRUCTION INSPECTION CHECKLIST INSPECTION ITEM INSPECTOR'S INITIALS NOTES / COMMENTS EXCAVATION TO SUBGRADE PLACEMENT OF THE " NO. SUBBASE COURSE PLACEMENT OF THE " NO. BASE COURSE PLACEMENT OF THE." NO. BEDDING COURSE PLACEMENT OF THE FINAL GRADING AND ESTABLISHMENT OF PERMANENT STABILIZATION MAINTENANCE SCHEDULE MAINTENANCE ITEM PAVEMENT SURFACES SHOULD BE BLOWN WITH A LEAF BLOWER TO REDUCE SEDIMENT ACCUMULATION. PAVEMENT SURFACES SHALL BE SWEPT CLEAN AND VACUUMED WITH A COMMERCIAL CLEANING UNIT TO REDUCE SEDIMENT ACCUMULATION AND ENSURE CONTINUED POROSITY. WASHING SYSTEMS AND COMPRESSED AIR UNITS SHOULD NOT BE USED. DEICING AGENTS SHOULD BE USED IN MODERATION AND SHALL BE NON-TOXIC AND ORGANIC. DEICERS CONTAINING AMMONIUM SULFATE OR AMMONIUM NITRATE ARE NOT TO BE USED, BUT CALCIUM CHLORIDE USE IS PERMITTED YEAR AFTER INSTALLATION. SNOW PLOWING SHALL BE DONE CAREFULLY WITH THE BLADE " HIGHER THAN NORMAL. PLOWED SNOW PILES AND SNOWMELT SHOULD NOT BE DIRECTED TO PERMEABLE PAVEMENT. TRUCKS AND OTHER HEAVY VEHICLES CAN GRIND DIRT AND GRIT INTO THE POROUS SURFACES, LEADING TO CLOGGING AND PREMATURE FAILURE. THESE VEHICLES SHOULD BE PREVENTED FROM TRACKING AND SPILLING MATERIAL ONTO THE PAVEMENT. SCHEDULE MONTHLY AT LEAST TWICE ANNUALLY IN LATE FALL, JUST BEFORE FREEZING, AND SPRING AS NEEDED AS NEEDED ALWAYS PROPOSED CONDITIONS PLAN " = 0' : // NUMBER: F-ESD- of

7 : NUMBER: F-ESD- EROSION CONTROL DETAILS Filename:P:\PROPOSALS - PUBLIC S\MD COUNTIES\CECIL COUNTY, MD\CECIL COUNTY NORTHEAST ELEMENTARY\DRAWINGS\ES SWM.DWG Plot Date: //0 :0 PM Plotted By: SABATINO, JON REVISIONS // of

SITE PLAN REVIEW APPLICATION AND CHECKLIST

SITE PLAN REVIEW APPLICATION AND CHECKLIST PROJECT SUMMARY: Project Name: City/ETA Location: City ETA (Application fee & number of copies needed are based on location) Property Location (Legal Description