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SW8080313_APPROVED PLANS_20080429
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 b e)03 [3 DOC TYPE ❑ CURRENT PERMIT L� APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYM M D D N Co O CN rn 0 CD 0 0 0 84 [)1 11 im 11c; FA(; I L I 10'Y 0 Y K U D D 01 V) tr a�"'T:TVED 7rC) I E 131Aa S I��O� 3 13 MCB CAMP LEJEUNE JACKSONVILLE, NC SITE PLAN SUBMI I AL FEBRUARY 12, 2008 P40VFXWC t ttttttltitf f H u Irurlq!!I,! INDEX OF DRAWINGS `t1tttifll llrlrrJl/O� � ,! NAVFAC SHEET NAVFAC SHEET NAVFAC SHEET �Q DWG NO REF, NO SHEET TITLE DWG NO REF. NO SHEET TITLE DWG NO REF. NO SHEET TITLE �3354� _ C!�/ !J!lrrll lSl lllfSt, �" UA Sheet Number Sheet Title � SEAL summ IY GENERAL G1001 TITLE SHEET FM kUBM IMTE APPINM CIVIL C-001 LEGEND ABBREVIATIONS AND GENERAL NOTES ACTNETY - 5AlI5FX70RI' TO C-002 SURVEY NOTES APPRWM DATE CD101 EXISTING CONDITIONS AND DEMOLITION PLAN CG101 DRAINAGE AND GRADING PLAN FM WMMMM MVFAC DATE CG102 EROSION AND SEDIMENT CONTROL PLAN DES — DR — CHK -- QC -- CG501 GRADING AND DRAINAGE DETAILS DESIGNER xxx CG502 GRADING AND DRAINAGE DETAILS REVIEWED I3Y QC CG503 GRADING AND DRAINAGE DETAILS DESIGN MANAGER FIRE PROTECTION CI101 SITE PLAN BRANCH MANAGER LANDSCAPE ENGINEERING DIR. LP101 LANDSCAPING PLAN Z U z Uz5 Ld Q � _...- -i 1- Zr. :v y s i a z� ��i4 e ,gyp M:. - .: .+.,z. .. _..::- ,;'::...^ ... . , ...:,; . ,....;.. x.. .. .__. , -. ...-. ,. ...:.:: k% --fix F o „ „e.. .n.. R _ F ` w _ .. _ _ .: � PROJECT . <. .. _ , PROD {J I Y SITE .. _ 900 RIDGEFIELD DRIVE, Q r J < RALEIGH NC 27609 z rr L ., — ... , , _ ., _ � �� - 919-256 6460 (PHONE) ; -: PROJECT .-,� }^. _.. . ,, . : _ � .y�� ,� x� �� , 00 � k ., '.: „�:::: -.,.,. ;.: .. ..f :_: �,•. :: ;: �: '.:: -:'-: _ :-..: ,,:::. ..-": .. '; '"fir. �" .: i �. Yv'.ti. — .�. 919-256 6461 (FAX) ILL o SITE � tb. �.z ..,.:. . ...,. I �:...r--.-, .. .., -r j cc 0 _ Z 1< p h , x , . 1 W e 'i- } _ 5- :> - -., 4000 WESTCHASE BLVD. SUITE 280 o , 00 'CN; .r ._ w 276Q7 W IG N RALE ORTH CAROLINA ,h z Co }f 7 v � , .. �_. _ . , ,, 919 828--18 6 PH t x' F: oNE � W CL � - 919 $28 18 7 (FAX) Architecture Engineering W �aF r •,s ^ t� Y ix � t 3 � x. . „ E F y ' LLI 4 'F. La 3 _.i. w - ur , _ .ya y , ._..:.. n, S ` v g i �1 y 11• < • Y t- 3. %._ ` _ • Aign , x e , conE ID. No. soos l SIZE D , x .. l E' 0 _ NONE S i MAXIMO NO. , .... .._ ,,. ,, ,..... ^vim -. ,. - :., .., yl, ,,, '." • n� n' d } 1 ^ tl JOB ORDER N0. — R Q Lj f r U� v V SPEC- NO. F•�'y :.... , „<: ,' -•--'--k •-,: , 7 ':-,-, ,s•, - .,.� �, ;w- w;, ks. Vic_.. CONSTR. CONTR. Yr 7 mi 0.2 D A 0.8 NAVFAC DRAWING NO. VICINITY MAP LOCATION MAP SHEET ) OF 168 G100 1 1 2 3 4 5 DWIW YOW MVISM: 01 AUMM ZM4 1 2 3 SURVEY NOTES: ABBREVIATIONS 4 IN LEGEND co CD 1. SURVEY PERFORMED BY: N JOYNER, KEENY & ASSOCIATES Ct 209 NORTH PEARL STREET P.O. BOX 7533 ROCKY MOUNT, NORTH CAROLINA 27804 252-977-3124 (OFFICE) 252-985-6024 (FAX) T Y s 3. THE INITIAL POSITIONS FOR THIS PROJECT WERE PRODUCED FROM STATIC GPS D OBSERVATIONS UTILIZING LEICA SR9500 DUAL FREQUENCY RECEIVERS AND WERE Ln COMPUTED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THE "ONLINE POSITIONING USER SERVICE (OPUS) METHODOLOGY AND ARE RELATIVE TO THE FOLLOWING NGS CORS BASE STATIONS: BASE STATIONS USED PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m) D11071 NCKN KENANSVILLE CORS ARP N345630.497 W0775849.945 62480.9 AM7011 CASL CASTLE HAYNE CORS ARP N342040.707 W0775231.382 47616.2 D14788 NBR6 NEW BERN 6 CORS ARP N351029.898 W0770259.335 74586.6 REF FRAME: NAD_83(C0RS96)(EP0CH:2002.0000) ITRFOO (EP0CH:2007.6926) 4. ELEVATION DATUM IS NAVD 1988 DATUM. ELEVATIONS WERE GENERATED BY THE STATIC GPS OBSERVATIONS. 5. COORDINATES SHOWN ARE "LOCALIZED" COORDINATES HOLDING GPS POINT #2 AND IS BASED ON THE STATE PLANE COORDINATE SYSTEM, ZONE #3900, NORTH CAROLINA IN NAD 83/2001 DATUM IN U.S. SURVEY FEET. THE AVERAGE COMBINED GRID FACTOR IS 0.99994230 6. DATE OF FIELD SURVEY: 10 SEP 2007 THRU 27 SEP 2007 7. FIELD BOOK # 130 C 8. 1 FOOT CONTOUR INTERVAL 9. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATION. THEIR LOCATION HAS BEEN DETERMINED BY UTILIZING BASE UTILITY PLANS, SURFACE FEATURES, AND/OR PAINT MARKINGS. 10. JOYNER, KEENY PROJECT # 070219 11. JOYNER, KEENY FILE NAME: 070219_LEJEUNE-MARSOC-DINING_071010rDWG MANHOLE STRUCTURE DATA POINT # MH TYPE RIM ELEV. INV. ELEV. PIPE SIZE PIPE MATER!tL 187 SMH 51.66 42.54 8" PVC 42.50 8" PVC 199 SMH 54.16 44.41 4" PVC 44.41 8" PVC 43.95 8" PVC 264 TMH 54.79 45.62 N/A N/A B 296 MH W/ VALVE 53.43 48.49 N/A N/A 574 TMH 52.23 46.89 N/A N/A 1506 SMH 50.03 40.03 8" PVC UI 0 SIGN TYPE TABLE a. N POINT # SIGN DESCRIPTION 202 "PEDESTRIAN CROSSING" 0 203 "RESTRICTED AREA' N 204 "SHOOTERS PARKING" a 205 STOP SIGN N 206 "SHOOTERS PARKING" 207 NO TACTICAL VEHICLES, BUSES ALLOWED" 208 SPEED LIMIT 10 MPH 599 SPEED LIMIT 15 MPH 632 "RESTRICTED AREA HOUSING OCCUPANTS AND GUESTS ONLY" 0 0 00 z w / Q a BC BACK OF CURB N/A NOT APPLICABLE BLDG BUILDING PE POLYETHYLENE BM BENCH MARK PED PEDESTAL CO CLEANOUT PIV POST INDICATOR VALVE CONC CONCRETE P/P POWER POLE CTV/CAN CABLE TELEVISION PVC POLYVINYL CHLORIDE E EAST R RADIUS EG EXISTING GAS RCP REINFORCED CONCRETE PIPE ELEC ELECTRICAL RD ROOF DRAIN ELEV ELEVATION R/W RIGHT-OF-WAY EMH ELECTRICAL MANHOLE S SOUTH/SANITARY SEWER EOE EXISTING OVERHEAD ELECTRIC SAN SANITARY EP EDGE OF PAVEMENT SCO SANITARY CLEANOUT ES EXISTING SANITARY SEWER SD STORM DRAIN ESD EXISTING STORM DRAIN SDMH STORM DRAIN MANHOLE ESTM EXISTING STEAM SE SOUTHEAST EUE EXISTING UNDERGROUND ELECTRICAL SF SILT FENCE EUT EXISTING UNDERGROUND TELEPHONE SFM SANITARY FORCE MAIN EX/EXIST EXISTING SMH SANITARY SEWER MANHOLE EW EXISTING WATER SSFM SANITARY SEWER FORCE MAIN FES FLARED END SECTION SW SOUTHWEST FFE FINISH FLOOR ELEVATION TBM TC TEMPORARY BENCHMARK TOP OF CURB/TERRA COTTA FH FIRE HYDRANT TEL TELEPHONE FM FO FORCE MAIN FIBER OPTIC TMH TELEPHONE MANHOLE FW FIRE WATER TP TREE PROTECTION G GAS LINE T. PED TELEPHONE PEDESTAL INV INVERT TYP TYPICAL IP INLET PROTECTION W W/ WATER WITH L/P LIGHT POLE WM WATER METER MG MATCH GRADE �/ WATER VALVE MIN MINIMUM MH MANHOLE GENERAL NOTES 1. EXISTING OBSTACLE COURSE EQUIPMENT THAT 15 REMOVED IS TO BE RETURNED TO MCB CAMP LEJEUNE. 2. EXISTING SIGNAGE AND LIGHTING EQUIPMENT THAT IS REMOVED IS TO BE RETURNED TO MCB CAMP LEJEUNE. 3. ALL SALVAGED SIGNS, EQUIPMENT, ETC. IS TO BE STOCKPILED AND RETURNED TO MCB CAMP LEJEUNE. COORDINATE THE STOCKPILE/ RETURN LOCATIONS WITH THE CONTRACTING OFFICER. 4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON VISIBLE EVIDENCE, CONVENTIONAL UTILITY LOCATING TECHNIQUES, MARKINGS BY JOYNER KEENY, PLLC. THIS SURVEY DOES NOT TAKE RESPONSIBILITY FOR ACCURACY OF UTILITIES SHOWN HEREON OR THAT ALL UTILITIES WITHIN THE PROJECT AREA ARE REPRESENTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS REQUIRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS. CURBS, LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION. 7. WHEN MATERIALS WHICH ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR PAVEMENT PURPOSES OCCUR WITHIN THE LIMITS OF BUILDING OR PAVEMENT CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE SUBGRADE SHOWN ON PLANS AND THE AREAS SO EXCAVATED SHALL BE BACKFILLED WITH APPROVED SUITABLE MATERIALS. 8. TOPSOIL, SEED AND FERTILIZE ALL AREAS WITHIN THE PROJECT LIMITS NOT OCCUPIED BY STRUCTURES, PAVEMENT, OR SIDEWALKS, AND NOT DESIGNATED TO BE SODDED OR LANDSCAPED. 9. ALL DIMENSIONS TO BUILDING ARE TO FINISHED BRICK BUILDING FACE. 10. ALL DIMENSIONS TO CURB ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 11. EXPANSION JOINTS IN CONCRETE PAVEMENT AND SIDEWALKS SHALL BE PROVIDED AROUND ALL BUILDINGS, JUNCTIONS, STRUCTURES OR FIXED OBSTRUCTIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY EXISTING PAVEMENT, WALKS, DRIVEWAYS, CURBS, LANDSCAPING, ETC., TO REMAIN, THAT ARE CUT OR DAMAGED DURING CONSTRUCTION AT CONTRACTORS EXPENSE. TREE PROTECTION TREES '-SELECTED FOR PRESERVATION ARE SHOWN ON THE DEMOLITION PLAN AND EROSION CONTROL PLAN, AND SHALL BE CLEARLY MARKED IN THE FIELD. PRIOR TO Ai�Y CLEARING, GRADING OR CONSTRUCTION, PROTECTION BARRIERS SHALL BE PLACED AROUND ALL TREES TO BE RETAINED ON THE SITE TO PREVENT THE DESTRUCTION OR DAMAGE OF THE TREES. THE TREE PROTECTION SHALL SCE IN ACCORDANCE WITH THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND SHOULD BE LOCATED IN A CIRCULAR PATTERN AROUND THE TREE A MINIMUM DISTANCE EQUAL TO THE DRIP LINE OF THE TREE OR A MINIMUM OF 5' WHERE THE DRIP LINE IS LESS THAN 5'. MATERIALS SHALL NOT BE STOCKPILED WITHIN THIS DEFINED AREA AND VEHICLES AND OTHER EQUIPMENT SHALL BE OPERATED TO AVOID SOIL COMPACTION. THE ONLY EXCEPTION TO THIS REQUIREMENT WILL BE THOSE SPECIFICALLY ALLOWED BY THESE STANDARDS AND SPECIFICATIONS. BOARDS OR WIRES OF A NON -PROTECTIVE NATURE SHALL NOT BE NAILED OR ATTACHED TO TREES DURING CONSTRUCTION. HEAVY EQUIPMENT OPERATORS ARE TO BE CAUTIONED TO AVOID DAMAGE TO EXISTING TREE TRUNKS AND ROOTS DURING LAND LEVELING OPERATIONS. FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA EQUAL TO TWICE THE TREE CIRCUMFERENCE (MEASURED 4 1 /2" ABOVE GROUND LINE IN INCHES) EXPRESSED IN FEET (EXAMPLE: CIRCUMFERENCE OF 10" WOULD HAVE A "NO CUT" ZONE OF 20' IN ALL DIRECTIONS FROM THE TREE). THIS SHOULD APPLY TO DITCHING FOR UTILITY SERVICES, IF FEASIBLE. IN LIEU OF DITCHING, REROUTING OF UTILITIES OUTSIDE THE ROOT ZONE, OR JACKING CONDUIT THROUGH THE ROOT ZONE SHALL BE CONSIDERED. TREE TRUNKS AND EXPOSED ROOTS DAMAGED DURING EQUIPMENT OPERATIONS SHALL BE TREATED IN ACCORDANCE WITH CURRENT ARBORICULTURAL STANDARDS. DAMAGED TREE LIMBS SHALL BE CUT BACK TO THE NEXT LATERAL BRANCH OR PARENT STEM AT THE BRANCH COLLAR. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A QUALIFIED ARBORIST SECURED BY THE CONTRACTOR. CRITERIA FOR REPLACING TREES KILLED DURING CONSTRUCTION: IF DESIRED TREES PROTECTED BY THE ABOVE MEANS ARE KILLED BY THE CONTRACTOR DURING CONSTRUCTION, THEY SHALL BE REPLACED BY THE CONTRACTOR WITH TREES OF SIMILAR SIZE AND CALIPER OF THE SAME SPECIES OF LIKE QUALITY AS SPECIFIED BY A QUALIFIED ARBORIST SECURED BY THE CONTRACTOR. REPLACEMENT TREES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. EXISTING NEW 0 BUILDING ASPHALT PAVEMENT coNc C CONCRETE K><XXXX>d INFILTRATION BASIN (CLEAN SAND AREA) + t VEGETATED FILTER t t t f - - -ES- - - -5 - SAN ITARY SEWER oQ SANITARY MANHOLE 0 • SANITARY SEWER CLEANOUT ESD STORM SEWER STORM GRATE INLET STORM MANHOLE 17 40 FLARED END SECTION AND RIP RAP EW ----W WATER LINE P FIRE HYDRANT } FIRE DEPARTMENT CONNECTION pd N WATER VALVE/WATER SPIGOT # WATER LINE TEE m POST INDICATOR VALVE - -FM- - '- -FdM� - SANITARY SEWER FORCE MAIN -- --- EG - - 4-- • - GAS MAIN 2" PE PROPANE �100--_ CONTOUR TREE -g--••• CENTERLINE OF DITCH / SWALE �- SIGN �i BOLLARD DOOR TMH POWER POLE LIGHT POLE EUE UNDERGROUND ELECTRIC EOE OVERHEAD ELECTRIC EUT UNDERGROUND TELEPHONE CTV CABLE TELEVISION GUY WIRE e CONNECT TO EXISTING 6 t 6 Z O D CAR 04 335744 '�irpnrrnrtr""` �1��'��,,,✓0SHUA `�J, sm SiB111FiED 6Y AnOY - WISrACT0Rr M DATE Aa DAD FOR CDMI(N ER NAVFAC DATE DES - DR - CHK - oC - DESIGNER XXX REVIEWED BY oc DESIGN MANAGER FIRE PRO7ECTION BRANCH MANAGER ENGINEERING DIR. o a z z �U U z U LIJ J z o _J L¢o z Z w Z O z I Wdz 0 Y I- En t O U Q J ❑ (F-n J < a Z w � a a Q LLJ zo LLm 0 W o Q a� ? O z w - F-- a ❑� Q Z -- �i ED W �-�+ C� W z W� m Z r Q CA W D r w o z Ld [L J ~ LLJ W w a O < U z J U < U Z z ij Ld CODE ID. NO. 80091 SIZE D SCALE. NONE MAXIMO NO. JOB ORDER NO. P-1184. SPEC. NO. CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12513957 SHEET 3 OF 168 C-00 1 N a VA 2 F 0 _ - .. .... -- ;�r' � f, `� fr •ry.,r T I. sS. � `# �'r 'S ,' � -I _ _ � �f 1a #.: sr}1 r --- _, I'X ECEI 7F, D DRWORM REVISION: O] AUGUST 2004 J 3 I 4 Lai E 0 co n 00 Q CD 0 CD 5 0 aaj 0 a 0 E a co 0 co O 0 cV 0 N 0 Q EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) EROSION AND SEDIMENT CONTROL HANDBOOK. 2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER D FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 7 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP 1N CONSTRUCTION. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE OR AN APPROVED COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS, BY SHOVELING AND SWEEPING. 6. STOCK PILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED c THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY NCDENR. CONTROLS MAY NOT BE REMOVED UNTIL PERMANENT STABILIZATION IS ACHIEVED. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. 11. AT THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL PROVIDE THE NAME OF AN INDIVIDUAL HOLDING A CERTIFICATE OF COMPETENCE WHO WILL BE IN CHARGE OF AND RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY. 12. STRUCTURAL EROSION CONTROL DEFICIENCIES AND ERODED AREAS SHALL BE IMMEDIATELY REPAIRED. 13. NOTIFY NCDENR FOR APPROVAL PRIOR TO USING OFFSITE BORROW/WASTE AREAS. 14. FILTER EFFLUENT FROM DEWATERING OPERATIONS THROUGH STRAW BALE/SILT FENCE PIT OR INTO SEDIMENT TRAPS. 15. PRIOR TO ANY LAND DISTURBING ACTIVITY, THE CONTRACTOR SHALL OBTAIN A NCDENR E&S PERMIT. B GRADING AND DRAINAGE NOTES 1. PROVIDE TEMPORARY DRAINAGE AS REQUIRED DURING CONSTRUCTION. 2. ALL SLOPES SHALL NOT EXCEED A MAXIMUM SLOPE OF 2:1, H:V. TEMPORARY SEEDING OR STABILIZATION WILL BE REQUIRED WITHIN 7 DAYS OF CONSTRUCTION OF THE SLOPES. 3. PIPE LENGTHS SHOWN FOR STORM DRAINAGE ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. ALL GRADING BETWEEN GRADES SHOWN ON PLAN SHALL HAVE A CONSTANT SLOPE. UTILITY NOTES 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION. BEFORE YOU DIG, CALL NC ONE CALL AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. EXACT LOCATIONS WILL NEED TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. A PRIVATE LOCATING CONTRACTOR MAY BE NEEDED ON MCB CAMP LEJEUNE. 2. THE RELOCATION OR ADJUSTMENT OF ANY OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METER, ETC.) MUST BE COORDINATED BY THE CONTRACTOR. 3. THE RELOCATION OF ANY UTILITIES, AS A RESULT OF INTERFERENCE WITH PROPOSED CONSTRUCTION, SHALL BE COORDINATED BY THE CONTRACTOR. 4. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND, UNLESS OTHERWISE NOTED. 5. HAND EXCAVATE NEAR EXISTING UTILITIES. 6• WATER MAINS SHALL BE NO CLOSER THAN 10' TO BUILDINGS. 7. ALL WATERLINE BENDS SHALL BE PROPERLY RESTRAINED. 8. UTILITY CONTRACTOR SHALL COORDINATE THE EXACT INVERT WITH PLUMBING CONTRACTOR PRIOR TO CONSTRUCTION. 9. WATERLINE MATERIALS SHALL MEET AWWA STANDARDS. 10, BOTTOM OF WATERLINE SHALL BE AT LEAST 18" ABOVE TOP OF SANITARY SEWER PIPING. 11. ALL PVC WATER AND SEWER PIPING SHALL BE C900 PVC. EROSION CONTROL AND CONSTRUCTION SEQUENCING 1. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION AND INLET PROTECTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED DURING CONSTRUCTION. 2. INSTALL SEDIMENT TRAP AND DIVERSION DIKES. SEDIMENT TRAP SHALL BE INSTALLED AND FUNCTIONAL PRIOR TO UPSTREAM LAND DISTURBANCE. 3. PERFORM UTILITY RELOCATION WORK AND ESTABLISH TEMPORARY SITE UTILITIES NECESSARY FOR CONSTRUCTION. 4. PERFORM DEMOLITION WORK. 5. PERFORM ROUGH GRADING OF SITE. 6. INSTALL UNDERGROUND UTILITIES WHERE PRACTICAL AS SITE IS GRADED. 7. DIVERT OFFSITE RUNOFF DURING INSTALLATION OF STORM DRAIN SYSTEM TO PREVENT OVERWHELMING THE CAPACITY OF EROSION CONTROL MEASURES. 8. INSTALL STORM DRAINAGE AND PROVIDE INLET PROTECTION. 9. CONSTRUCT BUILDING, ASSOCIATED STAIRS AND RETAINING WALLS. 10. PERFORM FINAL GRADING, TOPSOIL, AND SEED ALL DISTURBED AREAS NOT SCHEDULED FOR PAVING AND IMMEDIATELY ESTABLISH PERMANENT VEGETATIVE COVER. MAINTAIN VEGETATIVE COVER THROUGHOUT CONSTRUCTION. 11. REMOVE/ CONVERT SEDIMENT TRAP INTO PERMANENT INFILTRATION BASIN AND SEDIMENT FOREBAY. 12. INSTALL SITE CONCRETE WORK, PAVEMENT AND SIDEWALKS. 13. THROUGHOUT ENTIRE CONSTRUCTION PROCESS, ADDRESS ANY INADVERTENT EROSION OR REMOVE ANY SEDIMENTATION THAT MAY COLLECT AT E&S CONTROLS. 14. INSPECT AND CLEAN OUT THE INFILTRATION BASIN AND SEDIMENT FOREBAY STABILIZATION OF THE PROJECT. 15. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WITHIN 30 DAYS OF FINAL STABILIZATION OF THE PROJECT. EARTHWORK NOTES 1. ALL STRIPPING OF TOPSOIL, EXCAVATION, PROOF ROLLING, SELECTION OF FILL AND COMPACTION OF FILL SHALL BE INSPECTED BY AN INDEPENDENT GEOTECHNICAL ENGINEERING FIRM RETAINED BY THE OWNER WHO SHALL HAVE THE AUTHORITY TO REJECT ANY WORK WHICH IN HIS OPINION DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. STRIP THE GROUND SURFACE BENEATH FOUNDATIONS, FLOOR SLABS, NEW FILL OR PAVEMENT OF ALL SURFACE VEGETATION, EXISTING PAVEMENT OR TOPSOIL. PROOF ROLL THE EXPOSED GROUND SURFACE WITH A HEAVILY LOADED DUMP TRUCK WHILE BEING MONITORED BY THE GEOTECHNICAL ENGINEER TO LOCATE ANY POCKETS OF EXCESSIVELY SOFT SURFACE SOILS. UNDERCUT ALL AREAS THAT DEFLECT EXCESSIVELY OR RUT AND FAIL TO TIGHTEN UP UNDER CONTINUED PROOF ROLLING TO FIRM MATERIAL AND REPLACE UNDERCUT SOIL WITH PROPERLY COMPACTED FILL. 3. THE SURFACE SOILS TO BE EXPOSED BY THE STRIPPING OPERATIONS HAVE A TENDENCY TO BECOME SOFTENED AND UNSTABLE WHEN SATURATED AND WORKED BY EQUIPMENT. THEREFORE, DRAIN THE EXPOSED SUB -GRADE TO PREVENT ACCUMULATION OF WATER ON THE SITE. LIMIT CONSTRUCTION TRAFFIC ACROSS SITE AS MUCH AS POSSIBLE. LIMIT CONSTRUCTION TRAFFIC TO WELL DEFINE AREAS OUTSIDE THE BUILDING FOOTPRINT. 4. AFTER SUCCESSFUL COMPLETION OF PROOF ROLLING AND UNDERCUTTING OPERATIONS, PLACE FILL REQUIRED TO REACH FINISHED SUB -GRADE ELEVATION. FILL SHALL BE NON -FROZEN, NON -ORGANIC NATURAL SOIL FREE OF DEBRIS. ALL FILL MATERIALS PROPOSED FOR USE ON SITE MUST BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO ITS PLACEMENT ON SITE. PLACE ALL FILL AND BACKFILL BENEATH THE STRUCTURE IN LOOSE LIFTS OF NINE INCHES OR LESS AND COMPACT TO MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE PROCEDURE OUTLINED IN ASTM D698. 5. ALL FILL AT TIME OF PLACEMENT SHALL BE AT A MOISTURE CONTENT RANGE OF t 3 PERCENT OF THE OPTIMUM ESTABLISHED FROM LABORATORY TEST. 6. AT LEAST ONE FIELD DENSITY TEST, ASTM D698 SHALL BE MADE FOR EACH 2O00 SQUARE FEET OF EACH LIFT AREA WITHIN THE ENLARGED BUILDING AREA, MINIMUM ONE TEST PER LIFT AREA. 7. PROVIDE CONTROLLED FILL MATERIALS CLASSIFIED AS: GW, GP, SW, SP OR SW-SM BY ASTM D 2487 UNDER SLABS -ON -GRADE. 2 EROSION &SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE AN ENLISTED DINING FACILITY AND ASSOCIATED PARKING, FOR THE SOLDIERS IN THE STONE BAY AREA OF MARINE CORPS BASE AT CAMP LEJEUNE. THE SITE WORK WILL INCLUDE TWO ENTRANCES TO THE 160 SPACE PARKING LOT. SERVICE ACCESS WILL BE PROVIDED THROUGH A SEPARATE ENTRANCE FROM RIFLE RANGE ROAD TO THE LOADING DOCK ON THE REAR OF THE BUILDING. ACCESS TO THE LOADING AREA WILL BE RESTRICTED BY SWING ARM GATES. THE GATE WILL BE LOCATED WHERE TRUCKS CAN STAGE BEHIND THE GATE AND NOT INTERFERE WITH TRAFFIC ON RIFLE RANGE ROAD. BICYCLE, HANDICAP, ENERGY EFFICIENT VEHICLE, AND FAST FOOD PICKUP PARKING WILL BE GIVEN PRIORITY JUST SOUTH OF THE BUILDING IN THE NEAREST PARKING SPACES. THIS PROJECT WILL MEET MINIMUM ANTI -TERRORISM FORCE PROTECTION STANDARDS. SIDE WALKS WILL BE PROVIDED FOR PEDESTRIAN ACCESS ON SITE AND TO ACCESS ADJACENT PARCELS. THE PROJECT SITE FOR THE STONE BAY DINING FACILITY IS LOCATED IN THE IN THE STONE BAY SHOOTERS POST ON RIFLE RANGE ROAD JUST NORTH OF BOOKER T. WASHINGTON ROAD. IT IS BOUNDED BY AN EXISTING GYMNASIUM TO THE NORTH, A WOODED AREA THAT CONTAINS WETLANDS TO THE EAST, EXISTING OVERHEAD ELECTRICAL LINES TO THE SOUTH AND RANGE ROAD TO THE WEST. (SEE VICINITY MAP ON THE PLANS G1101). SITE DESCRIPTION THE EXISTING TOPOGRAPHY OF THE SITE SLOPES FROM WEST TO EAST TOWARDS THE HEAVILY WOODED WETLAND AREA IN A GENTLE SLOPE GENERALLY LESS THAN TWO PERCENT. THE DIFFERENCE IN ELEVATION ON THE SITE IS ROUGHLY 6 FEET FROM FRONT TO BACK. THE WOODED WETLAND SLOPE GENERALLY AT 3 PERCENT TO A TRIBUTARY OF THE NEW RIVER ROUGHLY .6 MILES AWAY FROM THE SITE. THE SITE IS APPROXIMATELY 7.6 ACRES IN SIZE. THE AREA IS APPROXIMATELY 8 PERCENT IMPERVIOUS CONSISTING OF 1950'S ERA OFFICER HOUSING AND ASSOCIATED DRIVEWAYS, SIDEWALKS, ETC.. VEGETATION AROUND THE HOUSES CONSISTS OF FOUNDATION PLANTINGS AND SOME LARGER OAK AND PINE TREES. THE WOOD LINE IN THE BACK OF THE PROPERTY IS BEING LOGGED BY MCB CAMP LEJEUNE. THE GROUND COVER CONSISTS MAINLY OF GRASS AND EXPOSED SANDY SOIL. OVERHEAD AND UNDERGROUND POWER AND COMMUNICATION LINES AND UNDERGROUND STEAM LINE RUN IN THE NORTH SOUTH DIRECTION THROUGH THE SITE. A 6 INCH WATER MAIN, A ROADSIDE DITCH AND AN 8 INCH SANITARY SEWER MAIN RUN ALONG THE EAST SIDE OF RIFLE RANGE ROAD. DRAINAGE AREA MAPS ARE PROVIDED WITHIN THIS REPORT. CALCULATIONS INDICATE THAT THE TOTAL POST DEVELOPED DRAINAGE AREA IS 7.63 ACRES. THE POST DEVELOPED CONDITIONS ARE 56% IMPERVIOUS WITH IMPERVIOUS AREA OF 3.21 ACRES, AND PERVIOUS AREA OF 4.42 ACRES. THIS COMPARES TO THE PRE DEVELOPED SITE CALCULATIONS THAT SHOW8.4% IMPERVIOUS WITH AN IMPERVIOUS AREA OF .64 ACRES, AND PERVIOUS AREA OF 6.99 ACRES. ADJACENT PROPERTY THE PROPERTY TO THE NORTH, EAST, SOUTH AND WEST OF THE CONSTRUCTION SITE ARE WITHIN STONE BAY POST OF MCB CAMP LEJEUNE MILITARY BASE. THE NEW CONSTRUCTION CONTAINS SIMILAR FEATURES COMPARED TO THOSE PRESENT IN THESE ADJACENT AREAS. SOILS SEE THE ATTACHED GEOTECHNICAL ENGINEERING REPORT COMPLETED BY TRIGON ENGINEERING FOR DETAIL SOIL INFORMATION. PERMANENT SEEDING WILL BE USED THROUGHOUT THE SITE. THIS PRACTICE WILL HELP REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM RAINFALL, WATER AND WIND BY REDUCING THE VELOCITY AND VOLUME OF OVERLAND FLOW. PLANT MATERIALS SELECTED FOR PERMANENT SEEDING SHOULD SUIT THE CLIMATE, SOILS AND TOPOGRAPHY OF THE SITE. FIGURE 6.11A AND TABLES 6.116 THROUGH 6.11V CAN BE USED IN THE SELECTION OF PLANT MATERIALS. REFER TO THE VEGETATION PLAN (PAGE 13) FOR ADDITIONAL DETAILS, SEEDBED PREPARATION, ADEQUATE LIMING, FERTILIZATION, TIMELY PLANTING AND MAINTENANCE ARE IMPORTANT FOR THE SUCCESS OF PERMANENT SEEDING. PLANNED EROSION AND SEDIMENT CONTROL PRACTICES 1. TEMPORARY GRAVEL CONSTRUCTION CONTROL ENTRANCE/EXIT - PRACTICE 6.06 THESE DEVICES WILL PROVIDE EASY ACCESS FOR VEHICLES TO THE CONSTRUCTION SITE, A PLACE FOR VEHICLES TO BE CLEANED OF THEIR MUD AND SEDIMENT BEFORE ENTERING PAVED ROADS/AREAS AND WILL HELP CONTROL EROSION FROM SURFACE RUNOFF. DURING WET WEATHER IT MAY BE NECESSARY TO DESIGNATE AN AREA ON THE ENTRANCE TO WASH VEHICLE TIRES. RUNOFF FROM THIS DEVICE WILL BE DIRECTED TOWARDS TEMPORARY SEDIMENT TRAPS, SEDIMENT FENCING OR TEMPORARY BLOCK & GRAVEL INLETS. 3 ' 4 EROSION &SEDIMENT CONTROL � a NARRATIVE (CONS 2. TEMPORARY SEDIMENT TRAP - PRACTICE LLO TEMPORARY SEDIMENT TRAPS WILL BE USED TO CONTROL THE RUNOFF IN DRAINAGE AREAS THAT ARE LARGER THAN 1 ACRE BUT NOT EXCEEDING 5 ACRES. OVERALL, THERE WILL BE 2 SEDIMENT TRAPS NEEDED ON THIS SITE. THEY WILL BE USED TO DETAIN SEDIMENT -LADEN RUNOFF AND TRAP THE SEDIMENT BEFORE THE RUNOFF ENTERS THE WETLAND AREA TO THE EAST OF THE SITE. ALSO, THE SEDIMENT TRAPS ALONG WITH THE SILT FENCE AND DIVERSION DIKES WILL PREVENT RUNOFF FROM ENTERING NEIGHBORING ROADWAYS. 3. TEMPORARY DIVERSION DIKE - PRACTICE 6.20 TEMPORARY DIVERSION DIKES WILL BE USED ON THE SITE TO DIVERT SEDIMENT -LADEN WATER TO TEMPORARY SEDIMENT TRAPS. THEY MAY BE USED FOR DRAINAGE AREAS OF 5 ACRES OR LESS. DIVERSION DIKES MAY BE A RIDGE, EXCAVATED CHANNEL, OR COMBINATION OF BOTH, AND BE MADE FROM SOIL OR GRAVEL. GRAVEL SHOULD BE USED WHERE VEHICLES MUST CROSS FREQUENTLY. 4. TEMPORARY BLOCK AND GRAVES DROP INLET PROTECTION - PRACTICE 6.52 TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION DEVICES WILL BE INSTALLED ON ' THE PROPERTY. THESE DEVICES WILL HELP PREVENT SEDIMENT FROM ENTERING STORM DRAINS BEFORE THE DETENTION AREA IS STABILIZED, WHILE ALSO ALLOWING EARLY USE OF THE STORM DRAIN SYSTEM. 5. LAND GRADING -- PRACTICE 6.02 GRADING WILL OCCUR ON THIS SITE THROUGHOUT THE CONSTRUCTION PERIOD. GRADING WILL CAUSE SHIFTS IN THE ESTABLISHED DRAINAGE AREAS, SO AFTER EACH PERIOD OF GRADING, EROSION AND SEDIMENT CONTROL PRACTICES WILL BE ADJUSTED TO COMPENSATE FOR ANY CHANGES. 6. S DE (MENT FENCE - PRACTICE 6.62 SEDIMENT FENCE (SILT FENCE) WILL BE USED AROUND THE PERIMETER OF THE `` `lllttlltl ll U f!(tlfltF!!!r!, `,.�� ,- CAWn PROPERTY. THIS FENCING WILL RETAIN SEDIMENT BY REDUCING SHEET FLOWS AND ,.�'''� - ',.��"'5 s ""'f!0 ass PROMOTING DEPOSITION. ALSO, DEPOSITION AREAS SHOULD BE PLACED AT READILY .� �'�, ACCESSIBLE POINTS TO ENCOURAGE ROUTINE CLEANING AND MAINTENANCE. CAUTION -' FA - SHOULD BE USED DURING THE DESIGN OF A SEDIMENT FENCE TO PREVENT FAILURE FROM = 33574 UNDERCUTTING, OVERTOPPING OR COLLAPSING, AND TO ENSURE THAT FLOW BYPASStA AREAS AND OVERFLOW OUTLETS ARE STABLE. 'ffff/fleflil lsllttilt'\ �� J,,•y f,,0stlUA 7. PERMANENT SEEDING - PRACTICE 6.11 f!f""I'!i law lt,,, "'O PERMANENT SEEDING WILL BE USED THROUGHOUT THE SITE. THIS PRACTICE WILL HELP REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM RAINFALL, WATER AND WIND BY s,amm Ff REDUCING THE VELOCITY AND VOLUME OF OVERLAND FLOW, PLANT MATERIALS SELECTED FOR PERMANENT SEEDING SHOULD SUIT THE CLIMATE, SOILS AND TOPOGRAPHY OF THE Rm MIS SITE. FIGURE 6.11A AND TABLES 6.11 B THROUGH 6.11V CAN BE USED IN THE LATE MVVNM SELECTION OF PLANT MATERIALS. REFER TO THE VEGETATION PLAN (PAGE 13) FOR ADDITIONAL DETAILS. SEEDBED PREPARATION, ADEQUATE LIMING, FERTILIZATION, TIMELY PLANTING AND MAINTENANCE ARE IMPORTANT FOR THE SUCCESS OF PERMANENT SEEDING. ACTMt}Y _ SATISFACTORY T4 WE 8. TEMPORARY SEEDING- PRACTICE 6.10 APPRM TEMPORARY SEEDING WILL BE USED THROUGHOUT THE SITE. THIS PRACTICE WILL HELP CONTROL RUNOFF AND EROSION UNTIL PERMANENT VEGETATION OR OTHER EROSION FOR COMMM40 MVFAC CONTROL MEMBERS CAN BE ESTABLISHED. TEMPORARY SEEDING ALSO PROVIDES RESIDUE DATE FOR SOIL PROTECTION AND SEEDBED PREPARATION AND HELPS REDUCE MUD AND DUST DES _ DR CHK _ I QC PRODUCTION DURING CONSTRUCTION. PLANT SELECTION CAN BE AIDED WITH THE HELP DESIGNER OF TABLES 6.10A-6,10C. TABLE 6.10A SHOULD BE USING FOR SEEDING IN LATE WINTER REVIEWED BY AND EARLY SPRING, 6.108 FOR SUMMER AND 6.10C FOR FALL. SEEDBED PREPARATION, "C LIMING AND FERTILIZER ARE ESSENTIAL FOR SUCCESS. ALSO, MULCHING MAY BE NEEDED DESIGN MANAGER UNDER HARSH SITE CONDITIONS, FIRE PROTECTION 9. MULCHING (STRAW NET BLANKET)BRANCH PRACTICE 6.14 MANAGER STRAW NET BLANKETS WILL BE USED TO HELP CONTROL EROSION, THEY WILL BE USED ON ENGINE ENGINEERING DIR. SLOPES THAT ARE NO GREATER THAN 2:1. IT IS IMPORTANT TO OBTAIN A FIRM, CONTINUOUS1 U I z CONTACT BETWEEN THE NETS AND THE SOIL, OR ELSE EROSION WILL OCCUR UNDERNEATH z -> RENDERING THE NETS USELESS. m 10 MAINTENANCE PLAN = z a 1. EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND z-z Y OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. ANY REPAIRS WILL BE F I a � F_' MADE IMMEDIATELY TO MAINTAIN THE DESIGN OF THE PRACTICES. Q J 2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS MAY REQUIRE PERIODIC 0TOPDRESSING TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. ALL g < Q OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ON TO PUBLIC ROADWAYS WILL O LL 00 BE REMOVED. 0 0 W 3. TEMPORARY SEDIMENT TRAPS SHOULD BE INSPECTED AFTER EACH PERIOD OF SIGNIFICANT z ZZ RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS cr. z O WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. Lu REMOVE THE SEDIMENT AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING, z Q 4. TEMPORARY DIVERSION DIKES SHOULD BE INSPECTED ONCE A WEEK AND AFTER EVERY z '� � 10 RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE RIDGE w wco OF THE DIVERSION. {n � z r ' r 5. AS THE BLOCK AND GRAVEL DROP INLETS ACCUMULATE SEDIMENT AFTER EACH RAINFALL, w U � OCCASIONAL REMOVAL OF THE SEDIMENT WILL OCCUR TO PROVIDE ADEQUATE STORAGE= J J VOLUME FOR FUTURE RAINS. z 6. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO PROVIDE A STURDY BARRIER. o SEDIMENT WILL BE REMOVED FROM THE FENCE PERIODICALLY TO REDUCE PRESSURE ON 5 0 THE FENCE AND TO ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE RAINFALLS. ¢ Q `� v 7. PERMANENT SEEDING WILL BE INSPECTED FOR FAILURE AND REPAIRS WILL BE MADE WITHIN THE SAME PLANTING SEASON, IF POSSIBLE. RE-EVALUATION OF PLANTING a z gI D SEAL (n w I- 0 z MATERIALS, QUANTITIES OF LIML AND FERTILIZER WILL OCCUR IF INADEQUATE COVERAGE IS CODE ID. NO. 800s1 SIZE D PRODUCED. SCALE: NONE 8. RESEED AND MULCH AREAS WHERE TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR, MAXIMO NO. OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW THE AREAS WHERE Job ORDER NO. P-1184 TEMPORARY SEEDING IS PRESENT, AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. SPEC. NO- V. INSPECT AL STRAW NET BLANKETS PERIODICALLY, AND AFTER HEAVY RAINFALL TO CHECK CONSTR. CONTR, NO, FOR EROSION, DISLOCATION OR FAILURE. WHERE EROSION OR WASHOUT OCCURS, REPAIR THE SLOPE GRADE, AND REINSTALL. 5 NAVFAC DRAWING NO. 12513958 SHEET 4 OF 168 C-002 DRAVWORM RUMM: 01 ALKXW 2OG4 0 5 E N co Cl CD a C) a O a , u D ,. r NN I 1 � 4 t 1 S �- x� X r. - _ ❑ HEAVY DUTY ASPHALT PAVEMENT El 3' WIDE MEDIAN WITH CURB & GUTTER ----, y' '` ---- ❑4 CONCRETE DUMPSTER PAD WITH 3 SIDED BRICK WALL. SEE DETAIL C1502. r. ACCESS CONTROL LIFE GATE /,'' _ I / II I ,\ \ it r it ! \\sz I \\♦ Ir `\` 1\O f / r s f ° . ❑ BIKE RACK on ............ c:) r-j ....... E` \ o \ _ ,' ❑ PEDESTRIAN CROSSWALK cA -- 9 , I ❑ CONCRETE SIDEWALK V 1 , ,� 4 S \ _ �I , BOLLARDS (TYP.). SEE DETAIL C1502. U. 0' 82.0Ll CD 30.0' 3 \ \ CONSTRUCTION NOTES - - r El ADDITIONAL PARKING SPACES FOR STAFF IN DELIVERY AREA \ \ 50.0' \ - CD \ \ ' I 10 ENERGY EFFICIENCY VEHICLES ONLY SIGNS (8 TYP.) // +� \� :ram rr \I \ / ------ x 9 a 9 �'- _ � 11 FAST FOOD SIGNS 6 TYP. l - - ❑ ( ) 19 6:� 14�2 ' - '�� 1 SP 'X 8' ' 1c � 12 HANDICAP SIGNS (6 TYP.) r N\ 8.0 R , �J `.� } STANDARD DUTY ASPHALT PAVEMENT —ILL _ ` LOADING A ` T 14 S 18 - I - -5,- - __ _ `\ ` ,� ' 14 6" CURB AND GUTTER DOCK I _- g� _' ,- --- ---s ` � � �� 15 WHEEL STOP (TYP.) 04 !, o I cn 24.0 _ 52- _ m i j '- EflNEW ASPHALT PAVEMENT AT PROPOSED ENTRANCES 14SS09 18, - ' x I 14 SOS 109 8 I\\ ` = rl 7 STOP SIGN (3 TYP.) "CRAWL SPACE _ NEW x :I _— 13 Efl 16 X 39 PROPANE PAD DINING HALL _ _ _- _ zJ . I . FACT ,---- -� cs 21 -h\,� En 14 S s @ 9' 1 ' " LILY I TLo ��'' I 19 1 fi X 18 PROPANE PAD IdW 5.2 F.F.E. 55.00 - - \ 5� I - cr 19.0 14SS®9 1 -� - _; i I 15 R, 20 VAN POOL SIGNS (6 TYP.) \ 12 o _ - s--53-------------- _ q 82.DO''J -0" 21 VAN ASSESSABLE SPACE W ! ! c , ! oP [V-54 5 1 .Q, 5.0''1 .'El . � x W Ct 26.0 14 Q l I •:yt 4z-� CV O I �hh 4 p � ---- w $ Z O Z O II If I{ II 11 » DO !I � -- ��' :� EW -------_ _ -_ -- r -----------50------------ 50-- --- - I - -- - ---- - ---------- -_------_- ----49- ------rYW----- -- =49_ - -_--_-----_ -III_- ~-- _ •a ------�50-------- FOE ��-- - E�E---_ _ -�J -• - �J-__-------- ---- �� ---- - -- -- 8 P/c -- -ES — _ -=_ - ES- — x rc, ___--P�c -- m 51--- � _ - - '~ Q o' - - = � � - - - �._ - RANGE ROAD 17 -,\ �\ S3- -Jrj� ! !� --53- r h " -- -54--- ----` -- - _ �' \-55-------- -- --- x - -- -- -`-- \ - {s Euc - -54-- x ' � �sN PCP CL Jrr 51 _ _ _---51----- _ _ \ _ y �- _ I�• '1 J J / \ - '`-53 Ui -r r - 54------ --'-52------"__.�� �- �� - -------- W v m E"Qi of �V 14 E o x _ _- _ -_---- _ -_- — - -_-- �- o _ ------- --- L�J - ------ - - W'--- --- = -- O V, i`� r1 4 t�� `� f ,•y A GRAPHIC SCALE(S) 0 20' 40' SO' 160' 1 p_40' �I D N CAR04 O �55 1 EAL - 33574 SEAL SvamITrEn BY FIRM M McER AFPM O ACTMfY -- SATISFACTORY TO I LXTE APPR04EO ----� FOR COMMMIDER NAVFAC DATE DES — DR — CHK — QC — DESIGNER Xxx REVIEWED BY Qc DESIGN MANAGER FIRE PROTECTION BRANCH MANAGER ENGINEERING DIR. n UO3 z U Z LLJ Q z O J J W< _J o c Z Z O z z U Q Z _J Co O Z Z Z Z w zp w H W Z ❑ u) ^ qt�---� W Co W w Z r C±3 W v r W I �"` ors W Qr La J � �U a � 0- � Q� cr I Im Q V LuZ� m CODE ID. NO. 80091 SIZE D SCALE: 1 "=40' MAXIMO NO. JOB ORDER NO. P-1 184 SPEC. NO. CONSTR. CONTR. NO, NAVFAC DRAWING NO. 12513965 SHEEP 11 OF 168 cl 1 O1 14 0 5 DP4*FOfiM REVISM 01 ALIMM OV4 1 i 2 E CV 0 0 a 0 z ti D c 0 -y N t!1 a r- CN cD i 00 CL Q a c'V c 0 m D' 3 0 00 U Z W / a ,Lj 50' SETBACK FROM WETLANDS LIMITS OF WETLANDS 46.8 ±MG ,-' \ - ' LIMITS OF WETLANDS (STORM DRAINAGE INFORMATION STRUCTURE U1 FES INV.=48.40 W 0 t i.3 v I 0 D A KiNfFhC `\ C A R OC EAL 33574 E3- to-ot � �►un a u++���� JCL �SHUA SELL SUBMITTED R FIRM MEMBER ACTIVITY - SAMFAUWY TO T]ATE APPROVED -I FOR OONIUNNDER NA1rFAC T34TE - - (D DES - OR - 5 - ^ u S� 1 A CHK - QC - 51.3 ---- ___�z- �w.w.. I _ INFILTRATION BASIN #2 - arty�� 51.5 NGy� x - J w r DESIGNER XXX DINING HALL L 55.00 _` __ �,� _ 3 2 Y I REVIEWED 9Y - 4 [3] INFILTRATION BASIN #3 C.l aG 51.73 55.00 FACILITY I _ I DESIGN MANAGER F.F.E.55.OQ 55XN, I I �--� FIR PR 5i' S4.50 ' E OTECTM 50.9 5 (� ' ` �- - r I - 4 INFILTRATION BASIN #4 rO ' c "�•�+� �' y\ ` 54 U ��/�' BRANCH MANA{;ER ENGINEERING Di1R. 51.78 - ` f, .8o-- 5 .0 .Y I 4 5 •7 54.5 51.5 54.5 54.$ ;52 ; 53,13 = 4.10 D----s�------------_ --- ❑ INFILTRATION BASIN #5 Uni y� z log z 5 q FL53.20 54.10 TC52.8 2 r •1 -' 5 .�0 i 4 - _ <� r W � ;' FL53. 10 12 ❑ FILTER STRIP , o FL52.3 C53.80 z ,_j � -r 53.00 �- +-` TC53.50 L--= 52 ~7 p' , , 54 W Q o z C52.85 + 7 p 8A s�f FL53.30 �4_- El BYPASS STRUCTURE 1 z ❑ o FL53.00 52. 53.00 TC53.80 `---� - - # W - ! In w : L52.35 iCi53 50 11 S3-1 L53.30 53 5 ` -- -s4- a o Y I -XI_ 4`" L53 Q + + + INV= 53.75 TC5 . C5 ,50 TC55,50 'r -\ 8 BYPASS STRUCTURE #2 �`' Q �_ ,w a 50 3� 5,3 4 80 55 50---- Q h O \ + + 5 ni Qi ~ d w�Y v r\ I \ \\ U Z Q 48.OtM 49.E `'non `+++++ ;�;.;r �� ��, q�;; �� I� w 52 � � � F 54.3 FL54.30 � y � � o h h � � u- Q NV=51.3 z q a o „ II i �6» I EW -__-c�{b`a n �y " -spa'- El #za ='. I ,s BYPASS STRUCTURE 3 V ---¢ - -- _ --==_- so-- ------- -__ _ __------ - _ -_-'----- --- _-� -, -- __�=_=_- - -- D - - -- - -- _ �= - _- --w `" BYPASS STRUCTURE #4 U LJ.I - - -5_ - _ - ---- - - - -I� �-,1_ _ - Es-_ __ -- --_- - _ Z_ Z C51.70 = . "_ %'�_ _ - - T V `� 1 �� . --- - 11 BYPASS STRUCTURE #5 W Z aT C -�Q_ 0.84% FL51.85 ® 0.84% - - SD T FL54.00 RAN R0A $. F 2 \ h _ - W ❑ cn - -, _ ----�- - 54---------- _-- INV=53. '- 12 INFILTRATION BASIN STORAGE ELEVATION �. �... ----_ �„^y 52..� o 51,'.9,-_ , s¢--------�_ _x ---- Z � � c� � x-----------, { - o ``� ` `` s - `rN - �_y EUC �` E - ' , i ' Qy f INV=52. ,�' d c�\-i 15 /�LP t' ,_ 7� - - 54---------- z W ------ 51------__��__ '--Y- i \ - S 1 r' I�JJJJ`� r "�--��5�---, )=U - c4 _� 54------ W W Z T 51 _ ___ - _--------j 53.��tMG 1 , _=-_--52„-= -_ -- -- ---- __ _- _---_ __ \------;j-------�' �'`� ,' ,�`- 13 EMERGENCY SPILLWAY AND LEVEL SPREADER ,- ----------- a. I t 7x W a g h° z 14 LEVEL SPREADER #2(BYPASS) _ � -' O �O'Z u- Q !! o ° LL La z LLJ ----------- ¢ W _ _ P- -- ----------- = ________-__ d Z w LLI h^ GRAPHIC SCALE(S) CODE NO. $0091 SIZE D :3.1' yy i ; SCALE: 1 r•=40' 0 rl 4 T MAXINO NO. ` -- _ ---T-- 52 _ . ________________ 0 20' 40' 80' 160' roe ORDER NO. P-1184 r ti-- _- =u� --5�-- ---- ---�- - - -- 1'=40' SPEC. NO. CONSTR. CONiR_ NO. NAVFAC DRAWING NO. 12513960 SHEET 6 OF 168 CG101 1 2 3 4 5 ORAWFOR►1 REVISION: 01 AU00 G,15T 24 .APR 2 2 2008 (DCLEAN OUT RIM=50.98 6 _ _ _ INV.=48.89 13 O DROP INLET 7A CLEAN OUT ,� _, 4- +, .•, � 1 � �, - � , 0. RIM=51.40 RIM=50.20 r INV.=49.20 + 49.$0 `-__.' � _ _ INV.=48.58 49 + + + `--48-- ` -- - '�. L Q DROP INLET ® DROP INLET + + ' ' RIM=51.10 RIM=52.10 1 12 \ --�,� - ���r� , ,` INV.=48.96 INV.=49.98 \ 47.5 t G 2 \ _ �s---_ _ _ �~ , NI\, 4 FES 49.50 8A CLEAN OUT , , \?o 49.50 49.6D ��`��� \ ', ', - - �� INV.=48.42 RIM=53.85 ,INV.=50.15 �, y 49.$ \ �� ' , _ I , 46 �.\\ . /\ \\ j' a DROP INLET \ l f q '\ + y •- ' ' -�� - } .. .•.': .•. ,'Y9 `I '� / `\, i � .3 /P�1 `♦ �♦ \! RIM-52. l0 `y yy 14 + ±�' :.... `♦ I � F 12 �� + !' r' '� �`� ,' �� rr\�`, INV.=48.68 I 3,7N33 X-H,7 .01 ', O tc + + ....... `. r .'- \ \ * + n n x - +• g �' \ r ', C6) DROP INLET W/ 18 X18 GRATE + 'yy `� j y, _ y ` \ \ +2 + i-j' + i/ `y r' \ , `\ RIM=51.70 - 49.0 - a 1 INV.=48.79 ' 48.5 _ +, ++++ 50.50 50.8 r + + + +++ x g 48� 49.5 \,_ + + 4 ``., PIPE 50.70 51.00 y + - + 1 - 1 g� - y 49 , + #A` . 13 `, ' QTO 0 93 LF 18" 0 0.28% - ' 1149.50 � -- .87 ,- 0.5 49.5 \, - - 49 �,, 49.0 `. _ - 47.90 . - �, �,\ �, `, ,, Q3 TO Q2 134 LF 15 0 0.28% • ' 49.08 49.50 �`y� Q TO (D284 LF 18" 0 0.17% 50.0 r 51.70' ' 51.40 � x \ , 8.8 =: � � - - .- .� �� ',, Q TO Q5 70 LF 12" 0 0.169' 51.40 49.22 - .�4 ° r 49. k9 \ l 49.28 5� �0. TF-1 - r _ „ • r TW51.30 L _ 12 9 Q TO Q5 78 LF 12 0 1.15% 50.40 51 3 I o 8A TO 49. 0 ® 26 LF 12" ®2.19% 60 50.1 0 I' 50.205 I 1 s �, ,,,_ ,,,, 54.00 _ a - �'J TO a 48 LF 12" 0 0.17% NN .50 r7 80 3 7A 7 y 7ATO (D192 LF 12" 0 0.17% - == �0� x o x a o n 1.50 1 -� - - \ ` 51.5 5,r.40 2� 51.5 l TW55.00 _ 5 3 I I 7 ►^. y 50.33 51.00 ,51 52.2 2 50.0 1.22 1 67 -� - _ - it 8 CoRAWL SPACE~ EL=49.67 55.00 I 51.74 C 0 J 2 3 5 c Y CL CD N UD 1 00 0 1D N a N C 0 0 In 0 U U A,. L V) 0 0 Z n a U RIGID LEVEL SPREADER LIP 6"X6" CONCRETE BEAM WITH 8' MINIMUM LENGTH ANCHORED BY 4' SECTIONS OF #5 REBAR ® 3 PER 8' SECTION - EMERGENCY SPILLWAY INSIDE SLOPE OF THE BASIN TlI,III_� - illy I 5.0' 12" THICK 14 (1-2") EROSION CONTROL STONE VEG FILTER ---- I I I I- NON -WOVEN GEOTEXTILE FABRIC MIRAFI 140-N 1. VEGETATE THE EMERGENCY SPILLWAY AND REINFORCE WITH TEMPORARY DOUBLE WOVEN EROSION CONTROL MAT (INSTALLED PER MANUFACTURERS SPECIFICATIONS) 2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF. 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL). 4. TIE THE LEVEL SPREADER UP 3 FT INTO EITHER SIDE OF THE SPILLWAY EMBANKMENT TO AVOID WASHING AROUND THE LIP. 5. THE LIP OF THE LEVEL SPREADER SHOULD BE FREE OF ALL OBSTRUCTIONS. SET THE LIP OF THE LEVEL SPREADER 3-4" ABOVE THE SOD & EROSION CONTROL STONE TO AVOID BLOCKAGE. LEVEL SPREADER LIP NO SCALE RECEIVING STREAM OR DRAINAGE WAY LEVEL SPREADER i W W i i i i i i i i i MECHANISM -VEGETATED+ FIL,TEF;' i i i �• i i i i i i i i �► W i i i i i W i .� •1 i i i V' i TFtY i i i i i i i W W i •,. i •► •Y i i i W i i i 50' (MIN) FROM TOP OF BANK INFILTRATION BASIN PIPE TO INFILTRATION BYPASS ELEVATION (FT) INVERT LENGTH (FT) 1 48.83 9 50.00 3 48.50 16 49.40 4 49.08 10 50.10 LEVEL SPREADER & EMERGENCY SPILLWAY d LEVEL SPREADER FLOW NOTES LEVELSPREADER EADER 1. THE VEGETATED FILTER SHALL BE A MINIMUM OF 50' LONG MEASURED PERPENDICULAR FROM THE UP OF THE LEVEL FLOW SPREADER TO THE TOP OF THE BANK OF THE RECEIVING STREAM, WETLAND OR DRAINAGE WAY. 2. THE VEGETATED FILTER SHALL BE AS WIDE AS THE LEVEL SPREADER MECHANISM (10' MINIMUM). 3. THE VEGETATED FILTER MAY BE NATURAL, UNDISTURBED VEGETATION IF THE AREA CONTAINS DENSE, NON-INVASIVE, GRASS TYPE VEGETATION. 4. IF NATURAL VEGETATION IS NOT SUITABLE, VEGETATE FILTER (PER SEEDING SCHEDULE) IMMEDIATELY UPON CONSTRUCTION. VEGETATED FILTER NO SCALE TOP OF BANK STORAGE ELEVATION BOTTOM ELEVATION BYPASS/OVERFLOW ELEVATION INFILTRATION FLOW INVERT NO SCALE 12" PIPE @ 0.0070 j - INFILTRATION FLOW 0 Fc--A :.,•.: ': Y ' _-.; -.::.;:,� ,- INFILTRATION = :"',:�'i.; a'::..': i :�.;: ,':R; •;ti: FLOW �� ~ E• � fi� �'°j' Se ' INFILTRATION ::::. �'.�.':.�: ",•.:,;..., •r �:'x::a FLOW LA 0 BYPASS STRUCTURE NO SCALE 9.5 LF OF 8" PIPE 0 0.00% INV = 50.13 6 T Po L�^ .�kA INVERT SHALL BE THE SAME ELEVATION AS THE L' INFILTRATION BASIN BYPASS/OVERFLOW ELEVATION '" FLOW INV. =47.90 INV. =47.87 5 LF OF 12" PIPE 0 0.68% FLOW BYPASS STRUCTURE NO SCALE 4.0' 2 15 LF OF 12" PIPE 0 D-00% INV = 47.87 INVERT SHALL BE THE SAME ELEVATION AS THE INFILTRATION BASIN ,•``'��'N CAR 1 EAL 33574 /R"lliflrIf1110v uA, xI D ----- 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL SEAL I CONDITIONS, IF AVAILABLE. 5"fflD IV 2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. FM mDw DATE APPIiOrED 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. AC7NIIY - SAT6fACiORY TQ OVITE 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH "''� SOIL (SEE BELOW) FOR i( IZ wAc 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS DES - DATIE DR - PREPARED 4 TO 5 INCHES DEEP. CHK SECTION B-B 14.25' 6" DESIGNER 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING REVIEWED BY XXX EQUIPMENT OR CULTIPACK AFTER SEEDING.oc 14.25' 1DESIGN MANAGER 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. FIRE PROTECTION BRANCH ANWAGER ---I ELEV =Q 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE ENGINEERING DIR. I= PLANTING SEASON IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, s REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. v ; z U W 9. CONSULT CONSERVATION INSPECTOR OR MAINTENANCE TREATMENT AND FERTILIZATION J Z � � III AFTER PERMANENT COVER IS ESTABLISHED. w Q Z 5; ELEV - 50.13 Z 0 , 0 . ' *APPLY: AGRICULTURAL LIMESTONE - 2 TONS ACRE W Y SECTION A --A - FERTILIZER - 1000 LBS ACRE 10-10-10 / U 3 BARS 0 12" C C / ( ) t a J SUPER PHOSPHATE - 500 LBS/ ACRE (20%) Zd J w MULCH - 2 TONS/ ACRE (SMALL GRAIN STRAW) a z U o ANCHOR - ASPHALT EMU'_SION AT 450 GAL = O Q U Cr3 W z z ZZ o SEEDBED PREPARATION 20 W o z Fn cl) Q ZW �8 z Sz 4;11: �//NOT/� �j� 1. THE ENTIRE INFILTRATION BASIN SHALL BE SEEDED PER THE SEEDING SCHEDULE //� \\�/ IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION. SIDE SLOPE 4" MIN CLEAN SAND 2' MIN SHWT ELEVATION 2. THE BOTTOM SHALL BE OVER EXCAVATED 4" AND BACKFILLED WITH CLEAN SAND TO THE BOTTOM ELEVATION SPECIFIED. INFILTRATION BASN A (FT) B (FT) C (FT) 1,3,4 49.50 49.0 70.0 2 49.50 49.17 30.0 2(BYP4SS) 1 48.75 1 48.50 1 30.0 ww 1i Z 0 Q U D a W U Li L-7 z�-� � W� W J > = a ~U a o > 'z w U m a Q w U 3. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVER --EXCAVATE TOP OF DAM 3 3 A a z W THE BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEER APPROVED SANDY ; I� 1 PIT ---CODE ID. N0. 80091 srzE D -I I (--I I SCALE: NONE SOIL MATERIAL. iLEVEL SPREADER LIP B MAXIMO NO. 4. IF THE BASIN IS USED AS AN EROSION CONTROL DEVICE, THE BOTTOM MUST BE - - - _ ORDER "°. p-> > 84 " I I I I- _---I I r SPEC. N0. COMPLETELY CLEANED OUT, OVER -EXCAVATED 6 AND BACKFILLED WITH AN -� I ICI I I -=III -=III-{ I I ---III-III- CONSM CONTR. NO. ENGINEER APPROVED SANDY SOIL MATERIAL. "AYFAC INFILTRATION BASIN EMERGENCY SPILLWAY DRAWING NO. 12513962 INFILTRATION BASIN SHWT ELEVATION (FT) TOP OF BANK (FT) BOTTOM ELEVATION (FT) STORAGE ELEVATION (FT) SIDE SLOPE (1V:_H) 2 45.87 49.5 47.87 49.17 3 5 48.13 51.5 50.13 51.40 3 1 ' 2 ' 3 c SHEET 8 OF 168 NO SCALE CG501 4 DtiAwFOR11 RE4�lOFI: G, AUGUST 2004 J r�FR 2 2 ZOOS � ,�ft i � 'I ,'l, •11 �- �- l j}i 1,! � � 1. � I• '' �=.1,1',� 5 Its li �•�! C LO CD 0 0 w NIA 1qAk1rXE1WE14T 3 SUBMITTAL (SITE 2 MARINE CORPS BASE CAMP LEJEUNE, NC MORGAN BAY 4 A 1 N.` "a � 1 b e� i DIXON SNEADS FERRY RD. RIFLE RANGE RD. SNEADS FERRY RD. PROJECT SITE STONES &1Y PINEY GREEN GATE ENTRANCE 1 1 FARNELL BAY Y y f FRENCH CREEK -- f BORROW SITE , o �Y r �1 1 s: AREA MAP NOT TO SCALE rG1 RD9 [711 1 r�f- \ Z SITE 2 �` Of SHOOTERS PARKING LOT a SITE 1 y TRAINING FACILITY � N G LOCATION MAP NOT TO SCALE N/A DESIGN ARCHITECT N/A DESIGN STRUCTURAL DESIGN MECHANICAL DESIGN ELECTRICAL 5 Kinston Dover / ew Bem Tuscarora CN Trenton OAK GROVE CHERRY POINT Pollacksville Havelock I Otway' ! Hillk Comfort Maysville Richlands eaufort J og orehead City f r 3eulaville 7J/i Jacksonville 4 NC 24 Swans oro Verona ti' CAMP LEJEUNE E Dixon 0 C, J Folkston Holly idge Burgaw Words Comer G N FEampstead S(((cotttt Hill Acme Delco \ Wilmington ', Ag ie Bolton Leland y VICINITY MAP NOT TO SCALE Olive Warsaw Magnolia %L Rosehill Wallace NAVFAC COMMAND COMMANDER NAVFAC / B.L.T.L. DESIGN CIVIL N/A DESIGN FIRE PROTECTION N/A INTERIOR DESIGN GEOTECHNICAL 2Cv^ Fig— ZGI' AOO ti a.'JY C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOIX, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY SATISFACTORY TO DATE DES DRW CA� CHK PM/DM DWB AS BRANCH MANAGER CHIEF ENG/ARCH gGA z �V� o� z W W ~ J K Q Q_ rortt � o z_ Cz C C o cc Ld Ld 0 F 2 z cc W Z Lv z __j ~ z Q w cn w W �= � L,-I O �J Q Q 00 J LL cn Q IZ Ld W SCALE: AS NOTED EPROJECT NO.: 11 CONSTR. CONTR, NO. NAVFAC DRAWING NO. 12661719 SHEET OF G1001 F11 0 j DRAWFORM REVISION: 10 MARCH 2O09 1 1 2 'l I a ad 0 V) �B I 0 N 0 4 0 0 0 CD 0 cn U W CD 0 N u co o A0 J m n E n to C> 0 0 202 PARKING SPACES FROM PROJECT P-1286 510 PARKING SPACES LIMITS OF DISTURBANCE r r ii i i : `II ,��y� ��v�L SPREADER r lid w r , t � ti ACCESS ROAD FROM PROJECT P-1286 GRAPHIC SCALE: 50' 0 50' 100' 200' 1"=50' 5 9 3 r p 302 rr+uu �►yy•, SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOL K, MRGINIA A/E INFO APPROVED ' FOR COMMANDER NAVFAC ' ACTIVITY FACTORY TO DATE CQ DRW CHK kB DM DWB AS NCH MANAGER MAD F ENG/ARCH BGA [DE s U z WZL J N P � Q w J W H Z o W� Q U W Z p Q Z W U � 0 H w Z U) O w Z of Z o z Ld w cn w W J 0 i F LL m Q J a o¢� o U w L� Z "LLJ W Z I- > 0 a p � cn � SCALE: AS NOTED EPROJECT NO.: l i u3 CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12661765 SHEET 47 OF Iva CSoo2 DRAWFORM REVISION: 10 MARCH 2DDB I C 11 ulk 2 I 4 � 5 I C m 0 J O] 2 / N CD ¢C7 E CD 0 N w w r ATCH LINE SHEET CS114 NOTES: DI CURB (SEE SHEET C-507/D4) [:fl CURB &GUTTER (SEE SHEET C-507/C4) [7] 4" WIDE WHITE PAINT STRIPE (SEE SHEET C-511/C1) 15 NORMAL DUTY BITUMINOUS PAVEMENT (SEE SHEET C-507/D1) 19 LEVEL SPREADER W/ VEGETATIVE FILTER (SEE SHEETS CG112 & C-506/83) W 20 SAND FILTER (SEE SHEETS C-522 & C-523) O Z 23 PAINTED ISLAND (SEE SHEET C-511 /C2) [70] LEVEL SPREADER FOR SAND FILTER DISCHARGE (SEE SHEET C-506/A4) IV SY: i KEY MAP GRAPHIC SCALE: 25' 0 25' 50' 100' 1 " = 25' IN Z E U 0 t SEAL - =� 8302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA INFO APPROVED FOR COMMANDER NAVFAC ACTMIY SATISFACTORY TO DATE DES W DRW W CHK ALB PM/DM MOMS BRANCH MANAGER MAD CHIEF ENG/ARCH BGA o S U� U Z x Lu z J W CL Z W a a G o W� s a CU x �o o Z 02 Z O Z f..� V Z cc VJ W Z Z o 0 � Q W fr W F �J (L W Q O WT QL �m/� � J r , , li C J oar o U a Z W w a o � C/) � SCALE: AS NOTED EPROJECT NO.: 11m$ CONSTR. CONTR. NO NAVFAC DRAWING NO. 12661779 SHEET 61 OF 3m CS112 ORAWFORMA REVISION: 10 MARCH 2O00 191 ■ 0 r rr." - r , f 1' p 1 J 1 i If t , 2 3 4 i 5 c 0 cn A0 m 0 E cn CD 0 N ,. i � l N T Cf) W ' 2 WJ� . w L , U Q n5 I / / �/rxlt� .11.01- n ---- 52.82 z11 bl5. /5 i �c 54.72 54.70 I .�.. MATCH LINE SHEET CS115 NOTES: 15 NORMAL DUTY BITUMINOUS PAVEMENT (SEE SHEET C-507/D1) 42 PAVEMENT INTERFACE (SEE SHEET C-507/D2) N CS112 Z l Il r7 / : ' i t = CS113 r I� 11 G� CS114 CS115 KEY MAP s. s GRAPHIC SCALE: 25' 0 25' 50' 100' 1 " = 25' Emission %����� 51 SEA =n 8302 � 1j5111111555� SEAL C. AUAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLX, MRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY `I SATISFACTORY TO DATE DES W DRW CHK ALB PM/DM DWB AS BRANCH MANAGER II�AD CHIEF ENG/ARCH BGA c g Vie U Z x o �z U Z w W J z� LL Z Q O CL � Wth ¢ U Li� 0 Q9 Z 02 Z � o � z V F z W Lu Z O O z >-- z cc c/) w W LLJ a. O w U �LL °° J a- Q C0 o U Z z W EL a LLJ c cif (D SCALE: AS NOTED EPROJECT NO.: 1168M CONSTR. CONTR. NO NAVFAC DRAWING NO. 12661780 SHEET 152 OF ,378 CS1 13 0 no ull 1 ' 2 3 5 DRAWFORM REVISION: 10 MARCH 2O09 1 i 2 3 1 w CL C N O ►I 19 TCH LINE SHEET CS112 N a No N o ,r, m m z SHOOTERS PARKING LOT NOTES: LAI �1 CURB (SEE SHEET C-507/D4) 0 ❑2 CURB & GUTTER (SEE SHEET C-507/C4) F7 4" WIDE WHITE PAINT STRIPE (SEE SHEET C-511/C1) 15 NORMAL DUTY BITUMINOUS PAVEMENT � (SEE SHEET C-507/D1) cn 16 HEAVY DUTY BITUMINOUS PAVEMENT (SEE SHEET C-507/C1) U 19 LEVEL SPREADER W/ VEGETATIVE FILTER Z (SEE SHEETS CG114 & C-506/131) a [—] 20 SAND FILTER (SEE SHEET C-523) L< 42 PAVEMENT INTERFACE (SEE SHEET C-507/D2) ® CONCRETE ENTRANCE (SEE SHEET C-508/A4) 70 LEVEL SPREADER FOR SAND FILTER DISCHARGE (SEE SHEET C-506/A4) 7— u Ii � � a 1 � � w II is i rii � �•«���m� - JAI I _ KEY MAP GRAPHIC SCALE: 25' 0 25' 50' 100' 1 " = 25' z 0 F 0 SEAL 302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC I ACTIVhTY ' SATISFACTORY TO DATE DES ' DRW CHK PM/DM DWB AS BRANCH MANAGER mo CHIEF ENG/ARCH BGA o s V U Z x O~s W W Z�-jwCL w Q Z J zoo Z L w� 0 6 U 0 Li Z Z O Z V I— 0— Z VJ W Z 0 z 0 a Lu cr- cf) w w � � J C W Q o W U m 0 < o C7 " Ld LLI W a o � ZE () � SCALE: AS NOTED EPROJECT NO.: 1168m CONSTR. CONTR. NO NAVFAC DRAWING NO. 12661781 SHEET 63 OF 378 CS 114 DRAWFORM REVEM: 10 MARCH 2M C 1' ull 1 ' 2 ' 3 .. -- - — - - - - --r-- •— - , � • ti �- - w.. I -- — - - —' �;-°- - 11 0 E U) 1 i 2 FUTURE PARKING LOT TO BE INSTALLED UNDER PROJECT P-1286 MATCH LINE SHEET CS113 16 42 3 4 5 NOTES: F-1 CURB (SEE SHEET C-507/134) 2❑ CURB do GUTTER (SEE SHEET C-507/C4) F-31 CONCRETE SIDEWALK (SEE SHEET C-507/1)3) N a c T 4" WIDE WHITE PAINT STRIPE N 0 (SEE SHEET C-511 /C 1) N o [15] ]NORMAL DUTY BITUMINOUS PAVEMENT o (SEE SHEET C-507/D1) 0 r 71�] HEAVY DUTY BITUMINOUS PAVEMENT 0 (SEE SHEET C-507/C1) z F - 23 PAINTED ISLAND (SEE SHEET C-511 /C2) F43] SWALE (SEE SHEET C-507/B4) F44 DITCH (SEE SHEET C-516/C3) F 48] CONCRETE ENTRANCE (SEE SHEET C-508/A4) Ell 11 �� KEY MAP .Y . GRAPHIC SCALE: BY; 25' 0 25' 50' 100' 1 " = 25' a a 4 9 0 U O 9 _..� �VA � �<i'��. S1 SEA ." 8302 1 SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFD APPROVED FOR COMMANDER NAVFAC ' ACTIVITY SATISFACTORY TO DATE DES CM DRW � CHK AB PM/DM DWB AS BRANCH MANAGER MAD CHIEF ENO/ARCH BGA © = V U z x O ~ 5 0z w W 5 J Z� CL LLI w Q 0- —� o U } U [� C) LL.¢ Z Z -2 3o 0 F- a- z cf) w LLJO Z z 0 w Q U W W CL Q o U �< °° J V) Q CONSTR. CONTR. NO NAVFAC DRAWING NO. 12661782 SHEET 64 OF m CS 115 C 11 0 1 1 2 NJ 5 DRAWFORM REVISION: 10 MARCH 2O09 rdl I WA II C 1 2 3 4 i 5 C Ln 0 u-� 0 c 0 N 0 0 a 0 C 0 0 cD O N 0 0 U w m ZD C) CD CD CD M QT o co Lo CD J m 2 a N A0 N 0 STORM STRUCTURE DATA STRUCTURE NO. STRUCTURE DETAILS LOCATION C.B. W/ CURB 87 RIM = 31.47 N: 309205.57 INV. 15" (E) = 25.6588 E: 2468232.49 F.E.S. N: 309204.46 INV. 15" (W) = 24.70 E: 2468292.98 C.B. 91 RIM = 50.60 N: 308395.85 INV. 15" (W) = 47.22 E: 2465930.64 F.E.S. 92 N: 308373.46 INV. 15" (NW) = 48.00 E: 2465908.37 C.I. RIM = 51.40 93 W. 15' (E) = 47.16 N: 308391.36 INV. 15' (SE) = 47.18 E: 2465900.77 INV. 18' (W) = 46.91 C.I. 94 RIM = 50.54 N: 308389.68 INV. 18" (E) = 46.04 E: 2465742.61 INV. 18" (W) = 46.04 95 C.I. RIM = 47.24 N: 308353.10 INV. 15" (N) = 43.00 E: 2465669.88 C.I. RIM = 49.68 96 INV. 18" (E) = 45.60 N: 308385.18 INV. 15 (S) = 42.94 E: 2465662.10 W. 18" (NW) = 42.69 C.I. 97 RIM = 45.19 N: 300697.07 INV. 15' (NW) = 40.61 E: 24fi5475.02 C.I. 98 RIM = 44.54 N: 308719.59 INV. 15' (SE) = 40.54 E: 2465450.26 W. 15" (W) = 40.54 99 C.I. RIM = 40.97 N: 308718.22 INV. 15' (E) = 36.38 E: 2465321.10 C.I. RIM = 42.92 INV. 15' (E) = 38.80 N: 308718.97 100 INV. 18" (SE) = 38.80 E: 2465392.06 INV. 15" (W) = 36.24 INV. 18' (N) = 34.36 DIVERSION BASIN RIM = 41.14 101 INV. 18* (S) = 34.25 N: 308728.14 INV. 18(N) = 34.25 E: 2465391.96 INV. 18" (W) = 34.25 C.B. (NCDOT) 102 RIM = 34.05 N: 308754.25 W. 18' (S) = 31.55 E: 2465393.33 F.E.S. 103 N: 3D0751.15 INV. 18' (E) = 32.50 E: 2465314.86 STRUCTURE 104 RIM = �zr.® N: 308863.13 = 27.42 E: 2465299.12 F.E.S. N: 308894.75 105 INV. 15- (S) = 27.25 E: 2465287.68 STORM STRUCTURE DATA STRUCTURE NO. STRUCTURE DETAILS LOCATION C.I. 106 RIM = 46.23 N: 308325.20 INV. 15' (W) = 41.88 E: 2465455.62 C.I. 107 RIM = 44.73 N: 308304.41 INV. 15' (NW) = 41.61 E: 2465341.50 C.I. RIM = 44.69 108 INV. 15* (E) = 41.61 N: 308324.11 INV. 15 (SE) = 41.55 E: 2465321.37 INV. 18" (N) = 41.30 C.I. 109 RIM = 44.12 N: 308520.19 INV. 18' (S) = 40.91 E: 2465319.29 C.I. RIM = 44.76 110 INV. 18" (N) = 40.83 N: 308480.36 1NV. 18 (S) = 40.83 E: 2465319.71 INV. 18' (W) = 40.83 DI ERSION BASIN RIM = 44.21 111 INV. 18" (E) = 40.76 N: 308480.26 INV. 18' (W) = 40.76 E: 2465310.54 1NV. 18' (N) = 40.75 C.B. (NCDOT) 112 RIM = 40•55 N: 308479.99 INV. 18' (E) = 38.05 E: 2465285.71 C.B. 113 RIM = 41.98 N: 308533.59 INV. 18" (S) = 39.32 E: 2465309.98 INV. 18" (E) = 39.32 C.B. 114 RIM = 44.10 N: 308533.96 INV. 18' (W) = 39.14 E: 2465345.14 INV. 18" (N) = 39.14 C.B. (NCDOT) 115 RIM = 41.96 N: 308671.45 INV. 18" (S) = 38.45 E: 2465343.68 INV. 18' (W) = 32.85 F.E.S. 116 N: 308670.72 INV. 18' (E) = 32.50 E: 2465274.68 C.B. W/ CURB 117 RIM = 40.55 N: 308260.32 INV. 15" (NW) = 37.50 E: 2465404.69 C.B. 118 RIM = 44.97 N: 308334.56 INV. 15" (SE) = 37.32 E: 2465355.26 INV. 15' (N) = 37.32 C.B. 119 RIM = 43.27 N: 308601.71 INV. 15' (S) = 36.79 E: 2465352.42 INV. 15' (W) = 36.46 C.I. 120 RIM = 40.95 N: 308716.26 INV. 18' (S) = 35.43 E: 2465317.20 C.I. 121 RIM = 41.79 N: 308664.18 INV. 18" (N) = 35.33 E: 2465317.76 INV. 18" (S) = 35.33 C.I. RIM = 42.80 122 INV. 15' (E) = 36.39 N: 308601.35 INV. 18(N) = 34.82 E. 2465318.42 INV. 24" (W) = 34.39 STORM STRUCTURE DATA STRUCTURE NO. STRUCTURE DETAILS LOCATION DIVERSION BASIN RIM = 41.38 123 INV. 24" (E) = 34.25 N: 308601.25 INV. 18' (W) = 34.25 E: 2465309.26 INV. 18' (N) = 34.25 C.B. (NCDOT) 124 RIM = 34.05 N: 308600.96 INV. 18' (E) = 31.55 E: 2465281.93 C.B. (NCDOT) 125 RIM = 40.40 N: 308631.08 INV. 18' (S) = 34.01 E: 2465308.94 INV. 18' (W) = 32.77 F.E.S. 126 N: 308630.72 INV. 18' (E) = 32.50 E: 2465275.11 STRUCTURE 127 m N: 308715.18 7�435.2 I = 26.80 E: 2465161.25 F.E.S. 128 N: 308607.17 INV. 15' (N) = 26.25 E: 2465176.24 F.E.S. 129 N: 308369.14 INV. 15" (W) = 46.60 E: 24657fi6.00 F.E.S. 130 N: 308361.89 INV. 15" (E) = 45.00 E: 2465650.80 F.E.S. 131 N: 308314.27 INV. 15" (SW) = 41.00 E: 2465483.56 F.E.S. 132 N: 308257.56 INV. 15" (NE) = 39.10 E: 2465389.37 LAYOUT NOTE: LOCATION COORDINATES ARE AS FOLLOWS: C.B. = CENTER OF STRUCTURE C.B. W/ CURB = CENTER OF STRUCTURE C.I. = CENTER AT FACE OF CURB RIM ELEVATION NOTE: RIM ELEVATIONS OF CURB INLETS AND CATCH BASINS W/ CURB ARE BASED ON THE CENTER OF THE STRUCTURE AT THE FACE OF CURB. RIM ELECATIONS OF ALL OTHER STORM STRUCTURES ARE BASED ON THE CENTER OF THE STRUCTURE. a °d o 0 U cn z W O z a a Illfl ��Q�E551�;•.. ' 1%� SEAL - 302 Q��v 16111,BAMF�F; SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, I.M. NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY ■ SATISFACTORY TO DATE DES W DRW M CHK AB PM/DM DWB AS BRANCH MANAGER CHIEF ENG/ARCH BGA ED C o S U : E x oz v w F�-3 �LLj< w � ELI o z�a¢ 0 � �0 Z w J :0 Z o �o 0 C) 0 F- z C/3 LLJ w z � z o w z Q w LLJ Lu �� Q oQ:3o U � A w Z n- aga o cn SCALE: NONE EPROJECT NO.: 116sw3 CONSTR. CONTR. NO NAVFAC DRAWING N0, 12661791 SHEET 73 OF 3m C G O02 4 4 4 0 F 2 3 4 ' 5 DRAWFOR►1 REVISION: 30 MARCH 2O O O x w a f ED co T 6 C " O T O fl] N C co 6l O W O J r7 0 0 C9 U W Q Z F O r a CD O 0 c� U r' 3 m O co m No C7 I J m O E cn I m 0 0 �I n CD 0 c.f 0 U Y W Q Z W J a nd u I R w cn E cn CD O 0 rn N w Q Z W LL #VMDS L0MM AS P14OMM BY :A = 2,854.61 I = 2,662.66 A = 4,123.02 1 = 4,123.02 EMITS OF DISTURBANCE I — I, IJL.67/ "TIANDS LDIC4T1WV S polf" BY MIP LEJEUNE GIS 5 En U - , 0. ch g 1N M OO z 0 FL O 12 Z in GRAPHIC SCALE: 0 i 01 1 00 rw ,,,�y1111111fff�',, zs 8302 SEAL C. AU AN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC r O DATE DRW W CHKAB DWB AS GER MAD CHIEF ENO/ARCH BGA o s U C> z x o s '�' IJJ W Q � Z ❑ � O 1.61 EN J t 3o Q C cr Z r/) Q It W zZ Lu z 0 cD Q z Q Q W fr Of W WLLJ 0 J � O La 0 m J LL Q 0 -1 CU �I" LLJ w Z 0- w • r. i SCALE: GRAPHIC EPROJECT NO.: 11um CONSTR. CONTR. NO, NAVFAC DRAWING NO. 12661794 SHEET 76 OF m CGO05 0 1 1 2 3 4 ' S ORAWFORM REVISION: 10 MARCH 2O00 1 i 2 a a 0 NA r, I Q z MATCH LINE SHEET CG111W,&-# M-Z J. IA ul Ui null • III} }.+ { •< CN+ �I r r + h. `I I I I I # cl I � r -- -- II III I{ +## { I lI}+Ul l I , } I + I r 1 rp { { { I + l l {I L"' all l + III I I 41 TxW {{ { I I I+ I I # �`ti1 . 1{ ;:.I `r N I I I \ I I I I I I I I I I q� \ 33.43 TC 34,18 �.� i I 1 I I I .� / \ ?'� ?p 36\'L I' �C44 � 9$ 13 33 68 iTC2.1 TC 311.94 I I 57 \ D �� C 35• 33 1$ 23 31�44� I I:. 35'32.21 29.9 IN I I I 1 35, -%Aw I , / I °' { 57 STAVE SUR�ACCIi + TC TC TC 33` 0 ' I I I 32.6a\ 35.53 III I r' -33 35.03 I I I 13 I "� ! '52TC �=_- -� ----- �- - -- -- - i TC 35 3fi.72 TC 53.45 oil ------------ lo I s ■ y { i C-5,117/kFOR . { I I I I PULP• BASIN: i x 00 32 31.24 { I ► `. { � '' 24 I I {, MATCH LINE SHEET CG105 3 •31 42 EROSION & SEDIMENT CONTROL MEASURES ® TEMPORARY SEDIMENT FENCE (SEE SHEET C-502/131) IP INLET PROTECTION (SEE SHEET C-503/C1) ® TURF REINFORCED MAT (SEE SHEET C-505/B4) LS LEVEL SPREADER (SEE SHEET C-506/133) �S OUTLET STABILIZATION STRUCTURE (SEE SHEET C-503/C4) SEAL - 302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK. MRGINIA FOR COMMANDER NAVFAC ACT]VfiY SATISFACTORY TO DATE DES W DRW CHK PM/DM DWB Ac. BRANCH MANAGERWD CHIEF ENG/ARCH BM I os U U Z x o s w w Lu 0 F- i CL Q zd� C9 CL o LLJ $ U U R z .< z Z �0 z Cn fr w Z 0 z z Q LLI LLI�J Q I- o 0¢ o U " W z a Cn `-SETTLEMENT PLATE KEY MAP '- 1 83 (SEE SHEET CS102) GALE. AS NOTED ` EPROJECT NO.: 11�809.3 GRAPHIC SCALE. ■ CONSTR. CONTR, NO, 25' 0 25' 50' 100' NAVEAC DRAWING12661796 1 ` 25� SHEET 78 OF 378 5 CG 102 A/F INFO z u n O F- O U 0 /_ V / 0 w q z 0 z A a DRAWFOR11 REVI510N: 10 MARCH 2O08 y V 4 4 0 I i• '1 f I ' . I 4 1 i 2 i 3 4 1 5 C CD N IQ r CD N O 2 ATCH LINE SHEET CG114 3 11 EROSION & SEDIMENT CONTROL MEASURES SF TEMPORARY SEDIMENT FENCE (SEE SHEET C-502/131) IP INLET PROTECTION (SEE SHEET C-503/C1) ® TURF REINFORCED MAT (SEE SHEET C-505/B4) a LEVEL SPREADER (SEE SHEET C-506/133) ®S OUTLET STABILIZATION STRUCTURE (SEE SHEET C-503/C4) 5 8 w O Z 0 a U ♦L Lit I SEAL - 8302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK. VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAG ' ACTMTY i I SATISFACTORY TO DATE DES CAB DRW CAD CHK ALB PM/DM DWB AS BRANCH MANAGER MAD CHIEF ENG/ARCH BGA G S U OF- CD J U x L W W Z I 7I - - kl - - - - zg 2 O O tr V W� L61� Z 'iQ 0� �o Q U U Z Z ir �— Z 0 U Z O o Z ''~^^ VJ LLJ cr Z \ W z 0 w Z Q W z W N �J I..L LLI� O W U m J � 0 _j Q wc' U Z A ti LLI < Z9 � Lu LLU Iry o < LrJ^_ ,T 73� KEY MAP SCALE: AS NOTED EPROJECT NO.: 1� GRAPHIC SCALE. BY. CONSTR. CONTR. NO. NAVFAC DRAWING NO. 25' 0 25' 50' 100' 12661806 1 " = 25' SHEET 88 OF No CG112 5 DRAIMFORM REVISION: 10 MARCH 2ODO 4 1 5 I c I 0 MATCH LINE SHEET CG1 15 EROSION & SEDIMENT CONTROL MEASURES ($D TEMPORARY SEDIMENT FENCE (SEE SHEET C-502/131) CG1 12 0or k Z4= z 7;/ Ift 77- Ll -77: CG1 14 CGI 15 KEY MAP GRAPHIC SCALE: 251 0 25' 50' 100' 1 25 2 3 4 5 Illinois ESS1 �302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK MRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC AC7VTY SATISFACTORY TO DATE DES CQ [DRW W ICHK AM PM/DM DWB/WAS BRANCH MANAGER MAD CHIEF ENC/ARCH BGA I it A 0 A C-) x z B 0 z LLJ w Lu _j LEE z a 0 Lij 0 < Z Z C) 0 2 Z 32 0 < 0 o ~ ry z Ld ir w z w 0 z Lij z < w zcc U) Lu W < cr QD_0oLa 8 F_ < LL. LL°� _j V) Q z A z LLB W g o < U) SCALE: AS NOTED FPROJECT NC.: 11 68IM3 CONSTR. CONTIR, NO NAVFAC DRAWING NO. 12661807 SHEET 89 OF 3m CG 1 13 DPA%TMM 11111111 10 MARM 2M -7: 2 3 0 5 A 3 a c`�n E n 0 �BN 0 6 T a 0 ri� :2 CD J U W 4 Z - Q U f M] CD O to to rn rn u 0 J m 2 d cl� 0 0 Y w Q Z LIMITS OF DISTURBANCE m LINE SHEET CG112 • EROSION & SEDIMENT CONTROL MEASURES SF TEMPORARY SEDIMENT FENCE (SEE SHEET C-502/81) IP INLET PROTECTION (SEE SHEEP C-503/C1) (� TURF REINFORCED MAT (SEE SHEET C-505/134) LS LEVEL SPREADER (SEE SHEET C-506/63) CIP CULVERT INLET PROTECTION (SEE SHEET C-502/A4) - 1p pu J ■w t KEY MAP GRAPHIC SCALE: 25' 0 25' 50' 100' 1 " = 25' 5 8 W Z o U O C F1111 SEAL` 8302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED ' FOR COMMANDER NAVFAC II I erT�iRv SATISFACTORY TO DATE DES W DRW C CHK AM Tam/Dm DWB AS BRANCH MANAGER Iw CHIEF ENG/ARCH B 'A o s V U Z x Z ohs � Z w W LLJ C LILd .._.� o 0 LLId -8 U z �©0 CD o Z z U Z Z �p Q U cr p ~ w Z CI) w Z \ w Z W Z Q < Q W Z w W cr_ JLL, O C) Ld F_ Q J \ z oQ U U Q Z Z W CL Q Z 0 FX (n CD SCALE: AS NOTED EPROJECT NO.: 1168M CONSTR. CONTR. NO NAVFAC DRAWING NO. 12661808 SHEET 90 OF m CG114 C I VA 2 ' 3 F 5 DRAWFORM REVISION: 10 MN 12008 FILE NAME: K:\CAD\12037\-100%-Submittal\BLDG1349-1168093-CG115,dwg LAYOUT NAME: CGI15 PLO7rED-. Wednesday, Jo . nuary 08, 2014 - 7:02pm USER: jfc > I co MATCH LINE SHEET CG1 14 m a (JQ 12 wl cn c:) 8 C) I 4866'-1 TIC 49:53 49.03 47.50 TQ 48.44 47.94 kk 50.8 48.0 49.2 ouj" I Li c 48.0 CA Of =mod owmw own kkk' cn . v 5 0 ------------- Z� V Ni -111"ll/ Z. V k I I Nj 0 r 4 . m I- W-1 CA ®(9�SSm 0 90 g c o cn m M 9 rn M rn R C.) R w 0 m m rel 01-% m m (n U) c') •C-) 0 m Go m > c/) m C/) z NORTH CAROUNA SPCS (NAD 1983 / 2007) 10— n m n DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND > > n m NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC z 0 INUk IFT NOffrH CAROLINA LAFAYEITE COMPLEX NORFOLK, VIRG Hi MARINE CORPS BASE CAMP LEJEUNE, NC -77u C) cy) z p zrn mz 0 o OD z SPECIAL OPERATIONS TRAINING COMPLEX 0 I cn co M IMP zRi! c GRADING DRAINAGE EROSION CONTROL PLAN SYM DESCRIPTION DATE APR Mw 4 � 5 (L c r 0 I 0 B C 0 6 mi li� 0 cn 0 Ln U W Q z _ 0 rn U ru co co fm 0 J m N O E E r-) 0 w z J L� 4' SWALE 4" TOPSOIL 3 MIN. X;n' mmui iu p� SECTION N.T.S. C-506 " 18"0 HOLE CENTERED ON STRUCTURE TOP CONCRETE LEVEL SPREADER SEDIMENT TRAP 12" RIP RAP L Cl SECTION N.T.S. 4' 2 #4 BARS CONTINUOUS 3 MIN. 6" ' MINIMUM 3' 3/4" CHAMFER 3" VARIES SEE PLAN � 6" X 18" CONCRETE � SECTION B 1 N.T.S. F IL.I LfN IFnUll\IV Al SECTION N.T.S. / / / / / / FILTER FABRIC VEGETATIVE FILTER 12" LAYER OF #57 STONE FILTER FABRIC EARTH SWALE r%n' uim uiiu LEVEL SPREADER CONSTRUCTION SEQUENCE 1. INSTALL SILT FENCE 2. ROUGH GRADE SITE 3. CONSTRUCT CONCRETE LEVEL SPREADER 4. PLACE NO. 57 STONE 5. IF THE STONE BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM THE LEVEL SPREADER CLEANED AND/OR REPLACED. 6. FINAL GRADE SITE 7. PERMANENT OR TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED TO THE DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED. TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. 8. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES *LQ BOTTOM OF 6" CONCRETE TO MATCH INVERT OF STRUCTURE It T%� �10 r 13' 3' /�� i i i i po i LEVEL SPREADER SCHEDULE � #4 BARS ;ONTIN000S DRAINAGE U T 38 do 42 93' 56 39.5' 102 99.5' 112 99.5' 124 89.5' B3 LEVEL SPREADER W/VEGETATIVE FILTER N.T.S. 10' (MIN.) 50' 2'-�L 9"(MIN.) 3' /P C-506 I o P 12" THICK RIP RAP 2' 3' A4 LEVEL SPREADER FOR SAND FILTER DISCHARGE STRUCTURE #128 N.T.S. (STRUCTURE #105 SIMILAR) z W W V) i M m z M � ur ssrq�; A eSEAL" 302 Fo SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC ' Acnvmr SATISFACTORY TO DATE DES W ORW CHKALB PM/DM DWB AS BRANCH MANAGER MQ CHIEF ENG/ARCH BGA G 5 U� U z ohs rd w c� QJz w J 0 zicp ¢ W C� U O W cn � o J c� Z < Z 0 7 L of �0 z O U 0 M cf) z w w 0 z CD F— bw w ¢ cn W W W "CL J ¢ O z W U m r� L¢ 0¢:3 ¢ o O W A w ¢ z LL, Ci a o � W � SCALE: A$ EPROJECT NO.: CONSTR. CONTR. NO. ID NAVFAC DRAWING NO1266SHEET 108 OC-5 Y 4 J €)RAWORM REVISION: 10 MARcH 2O08 2 1! 5 CN C. QBNr:5 E E E n CD 0 N 0 Q U ]C 7 ¢ Ll- 16" 1 10 on F H/2 4 NEW OR °EXIST. PCC NEW PCC D OND BREAKER p. A fl ASPHALT EMULSION Z� PAINT AND LIGHTLY OIL 1 DIAMETER SMOOTH DOWEL ONE END OF DOWEL 16" LONG SPACED 12" O.C. NOTE: AT EXISTING PCP PPCL�. DRILL ILNEWW PCC, GROUT DOWEL DOWEL AT MID DEPTH OF NEW PCC. rm- -1 "' CONSTRUCTI�NJOINT (KJ} N.T.S. (WHERE REQUIRED) C1 CONTROL JOINT CJ N.T.S. 24" PERMEABLE PAVEMENT 9 ACTIVITIES PROHIBITED - SANDING 18" RE -SEALING RE -SURFACING POWER WASHING STORAGE OF MULCH OR SOIL STORAGE OF SNOW PILES STORAGE OF HEAVY LOADS APPLICATION OF SALT OR DE-ICERS "PERMEABLE PAVEMENT" SIGN N.T.S. 78�"/_ SILICONE JO SEIALANT 1 /4��A" 3/4" i /z^o ODKER SECOND SAWCUT �FlRST SAWCUT (AT CONTRACTION � JOINT ONLY) 1 /8" Al SAWED JOINT DETAIL N.T.S. 1 8" 2" 1 /4" R -- NEW OR EXIST. PCC SILICONE SEALANT — 3/4" UNLESS NOTED OTHERWISE r- 1 /4"f 1 / 16" Q NEW OR EXIST. PCC d 3/8" JOINT MATERIAL D2 EXPANSION JOINT DETAIL EJ N.T.S. 1 /2" WIDE EXPANSION JOINT (EJ); RECESS 1 /4" BELOW SURFACE, WITHOUT SEALANT PARKING STALL 1 /4" RADIUS d d 3' MIN. 6" X 6" W2.9 X W2.9 W.W.F. c-,I (SEE NOTE 5) 8" MIN. CONCRETE D X D X� V. p a 4. 0 o000 o° 0. O o 00 O o0 ,' 0 SEE NON -REINFORCED -o17 CONCRETE PAVEMENT SECTION REINFORCED CONCRETE PANEL R D3 N.T.S. NOTE ;�,� PERVIOUS CONCRETE PAVEMENT EXPANSION JOINT (PEJ V L N.T.S. DEEP GROOVE; 1 /4" RADIUS AT AND 1/8 TO 3/16" WIDE BELOW us 8" PERVIOUS CONCRETE PAVEMENT CONTRACTION JOINT (P DL N.T.S. BOND BREAKER BOTH SURFACES TOOLED (CURING COMPOUND) WITH 1 /8" RADIUS 8" 4 8" Q 1 DIA. KEY WAY MID -DEPTH OF SLAB PERVIOUS CONCRETE PAVEMENT CONSTRUCTION JOINT PKJ N.T.S. 8" MIN. CONCRETE (PCC) (SOLAR REFLECTIVE INDEX, SRI, MUST BE 29 MIN.) a d A O O c 0 O a ° 0 ° 0 ° ° 0 6" AGGREGATE BASE COURSE O O /0 / ° C, 0 j 0 0 0 / (EXTEND 12" BEYOND PCC LIMITS) 6" MIN. COMPACTED SUBGRADE �CONCRE[EPAVEMENT SECTION D4 N.T.S. CURB, TURNED -DOWN EDGE SIDEWALK OR HANDICAP RAMP CURB & GUTTER SEE 1/2" WIDE EXPANSION JOINT (EJ); RECESS 1/2" WIDE EXPANSION JOINT (EJ); SHEET C-5O7/C4 1 /4" BELOW SURFACE, WITHOUT SEALANT 12„ RECESS 1 /4" BELOW SURFACE, PERVIOUS CONCRETE WITHOUT SEALANT 12" PERVIOUS CONCRETE ////// 4 a 8" 7( d B" d O O O ° a O O O O O O " 0 ° 0 0 0° 0 4 NO. 57 AGGREGATE O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0° 4" N0. 57 0 0 O BASE COURSE AGGREGATE BASE a a 10" NO. 2 X a a a a a a COURSE 10" NO. 2 AGGREGATE SUBBASE COURSE AGGREGATE 12" 3'-0" — GEOTEXTILE AT EDGE GEOTEXTILE AT EDGE SUBBASE COURSE OF PAVEMENT ONLY OF PAVEMENT ONLY GEOTEXTILE WRAPS AGGREGATE GEOTEXTILE WRAPS AGGREGATE AT EDGE (TYP.) AT EDGE (TYP.) PERVIOUS CONCRETE PAVEMENT PERVIOUS CONCRETE PAVEMENT SECTION W/ CURB SECTION W/ CURB & GUTTER N.T.S. N.T.S. rr� � PERVIOUS CONCRETE PAVEMEN[TS ECTION N.T.S. FBI Z 0 F U 0 SEAL =� 8302 �= 7 C SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA APPROVED FOR COMMANDER NAVFAC II■ ACTIVITY INFO 10"--12" DIAMETER CAST IRON H-20 TRAFFIC SATISFACTORY TO DATE RATED ROAD BOX FLUSH WITH SURFACE. DO DES CAB JDRW CAD ICHK AL NOT PLACE WITHIN 3' OF A JOINT. PM/DM DWB AS BRANCH MANAGER KC 4"-6" CHIEF ENG/ARCH B 'GA G a c s cU v X d oH5 LL W U Z �§ z LAJ CL wQZ PERFORATED 4" DIAMETER W a O U PVC PIPE (AASHTO M252) E3 WITH REMOVABLE SCREW z Z_ CAP Q 5 FEET FROM o Z FINISH GRADE O CAPPED END V PROVIDE AT LOCATIONS 0 cc cc V) INDICATED IN PLAN. Z C!} Q wLLJ Z w PERVIOUS CONCRETE PAVEMENT OBSERVATION WELL(ORZo Z A4 <f NTS Q ... w cr_ a w W 1/2" WIDE EXPANSION JOINT (EJ) 1/4" RADIUS NOTES. t= i CL Q 0 d NEW a 1. AGGREGATE BASE NOT SHOWN IN SOME DETAILS FOR CLARITY. U J m J UEXIS 8" NLd d OR EXISTING PCC d d 8" 2. FOR PERVIOUS CONCRETE PAVEMENTS EXPANSION JOINT MATERIAL SHALL - �j F—<W 2" ° 2" BE 1 /2" WIDE, ASTM D 1752 TYPE II SPONGE RUBBER CORK. 3. PROVIDE 1 /2n WIDE EXPANSION JOINT AT CONCRETE CURB, CURB/ W Q VJ 5' MIN. 5' MIN. GUTTER AND AT ALL STRUCTURES, VALVE BOXES, OR OTHER PENETRATIONS. SCALE: NONE EPROJECT NO.: 1168M 4. H = PAVEMENT THICKNESS CONSTR. CONTR. NO. THICKENED EDGE EXPANSION JOINTffEJ)5. EXCEPT FOR PERVIOUS CONCRETE PAVEMENT, PROVIDE REINFORCED NAVFAC o�w2fi61829 A3 CONCRETE PANEL (R) AT ALL ODD SHAPED SLABS AND AT ALL SLABS SHEET 111 OF 378 N.T.S. CONTAINING PENETRATIONS SUCH AS MANHOLES, CATCH BASINS, VALVE BOXES,WHETHER INDICATED OR NOT. C-509 2 3 4 5 ORAWFORM REVISION: 10 MWiCH 2O0B 0 Im r FBI C 9 CD 0 0 w Z w _J awl W 0 Z w V) 8" FRAME & COVtK IN ACCORDANCE WITH CID A-A-60005 FIG. 1, SIZE 24A FOR FRAME FIG. 8, SIZE 24A FOR COVER - a 0o IANNELS OF TRIBUTARIES TO BE )RMED OUT OF CONCRETE NOTES: 1. BASES SHALL BE EXTENDED MONOLITHIC TYPE. 2. SANITARY SEWER MANHOLE INSIDE DIAMETER SHALL CONFORM TO THE FOLLOWING: MAX. DEPTH FOR 48" MH. WITH 5" WALL SHALL BE 12'. OVER 12' DEEP USE 60" MH. WITH 6" WALL. GROUT USING 1:2 CEMENT MORTAR MIX 4" MIN.-12" MAX., USE PRECAST ADJUSTMENT RINGS OR SOLID BRICK AND MORTAR LAID RADIALLY MANHOLE STEPS AT 16" MAX. O.C. 4'-0" TAPERED LIFT HOLE SEE NOTE 2 ( NOTE ) VERTICAL CHANNEL WALLS 12" 4" FORMED OF CONCRETE �2" �/I MIN. WITH TROWELED FINISH i:._ �. _ RESILIENT MANHOLE :_ ,.. ... ► 8" CONNECTOR rt•. -:�^4� ', `.�"'R.•'.-•..� •� i ;'ice-� 006 2,00 oo EXTENDED MONOLITHIC 90' PIPE ooO,o -0 ° 00° �og O 0 BASE ELBOW CAST �Wl II I� � IN PLACE 4" 8" COMPACTED #57 STONE INVERT OF SEWER MAIN CARRIED THRU MH. WITH SPLIT PIPE SECTIONS COMPACTED SUBGRADE SECTION DROP MANHOLE B l (PRECAST CONCRETE) N.T.S. C-51 8" FRAME & COVER IN ACCORDANCE WITH FS A-A-60005 FIG. 1, SIZE 24A FOR FRAME FIG. 8, SIZE 24A FOR COVER #3 RE -BAR PLACED IN f OF SLAB 8" 4'-0" 8" CONSTRUCTION CONSTRUCTION JOINT of JOINT AID FLOW Tl `^sy r Z C-51 cn � O — NORMA 2'-0" 12" 4'-0" 2'-0" N RMAL GUTTER GUTTER THROAT GUTTER GUTTER TRANSITION OPENING TRANSITION PLAN FRAME & COVER IN ACCORDANCE WITH CID A--A-60005 N.T.S. FIG. 1, SIZE 24A FOR FRAME TOP ELEVATION GIVEN HERE FIG. 8, SIZE 24A FOR COVER TO FIT CURB AND GUTTER FINISHED GRADE SLOPE 3:1 4 1 /4" MIN. 8n 4« ---1 1 /2" SLAB 3 3/8 ENCH W — MANHOLE STEPS AT 16" GUTTER INVERT 3-#4 T&B S OPE MAX OC #4 AT 12" OC T&B 1 1 /2" CL —BRICK OR CONCRETE WALLS FLOW COMPACTED BACKFILL 3" CLEAR �, —BRICK OR CONCRETE FILL 4-#4 1 1 /2" CL ----� #4 AT 12" OC EW o o ° 1" CEMENT MORTAR #4 RE -BAR AT FU 12" #57 STONE FINISH IN GUTTER 12" OC 1 1 /2" CL COMPACTED SUBGRADE PIPE INLET OUTLET SECTION CROWN 0 BEOSAME WN ANEDEVATION A N.T.S. 12" #57 STONE CURB INLET 4' THROAT COMPACTED SUBGRADE--------' Al N.T.S. 1 ' 2 IANNELS OF TRIBUTARIES TO BE IRMED OUT OF CONCRETE NOTES: 1. BASES SHALL BE EXTENDED MONOLITHIC TYPE. 2. SANITARY SEWER MANHOLE INSIDE DIAMETER SHALL CONFORM TO THE FOLLOWING: MAX. DEPTH FOR 48" MH. WITH 5" WALL SHALL BE 12'. OVER 12' DEEP USE 60" MH. WITH 6" WALL. GROUT USING 1:2 CEMENT MORTAR MIX 4" MIN.-12" MAX., USE PRECAST ADJUSTMENT ' = RINGS OR SOLID BRICK 00 ::' AND MORTAR LAID RADIALLY BACKFILL ALL SIDES c1 IN PERVIOUS W '' PAVEMENT AREAS--, co V 0 0 Z W r (n 4'-0" TAPERED LIFT HOLE (SEE NOTE 2) - VERTICAL CHANNEL WALLS " 4" FORMED OF CONCRETE N co 12" f MIN. WITH TROWELED FINISH RESILIENT MANHOLE 8" CONNECTOR „ ...`: •4 :v ..,, ._ yam. 000 ° �00 D0 EXTENDED MONOLITHIC 8„ ° o° o 0 0° •V�og o o BASE 4" INVERT OF SEWER MAIN 8" #57 STONE CARRIED THRU MH. WITH SPLIT PIPE SECTIONS COMPACTED SUBGRADE sEcnoN B2 MANHOLE (PRECAST CONCRETE) N.T.S. THROAT OPENING GUTTER INVERT � sEcrioN N.T.S. " rn HINGED GRATE 3 #4 CC` ""'""r. 6" PERFORATED PIPE (TYP.) ® 0.50% (MIN.) BRICK OR CONCRETE WALLS ROUNDED ENTRANCE FLOW \\- INVERT ELEVATION OF INLET IS INVERT ELEVATION OF OUTLET PIPE #5 ® 9" EACH MIDDLE OF WALL 3 I- - - 12„ I I CONCRETE CURB 6" CONCRETE f & GUTTER CURB III III 3 #4 BARS C-51 I I CONCRETE GUTTER CONSTRUCTION JOINTS (TYP.) IN PROVIDEIOUS WEEP HOLIES IN ENT AREAS 12" SIDES. SEE "C5" FOR SELECT SELECT MATERIAL MATERIAL INFORMATION NOT BACKFILL ON ALL SHOWN. FRAME & GRATE IN ACCORDANCE SIDES. PERVIOUS WITH CID A-A-60005 STRUCTURE RIM CONCRETE C_509 FINISHED STRUCTURE RIM PAVEMENT GRADE FIG. 6, SIZE 22A FOR FRAME FIG. 14, SIZE 22A FOR GRATE r .r 1" GROUT . . •'� r ■. ° e o ° ° o ° o _ 4 STEP AT L� r A 16" O.C. [>' " 3'-0" SQUARE °. INV. ELEV. OF C.B. IS INV. ° ELEV. OF OUTLET A D CB(NC DOT) SE �,��"f SHEET C-514/B 12 PLASTIC HARDWARE CLOTH 1 /4 �N CAR�' MESH OR GALVANIZED STEEL WIRE, �ssi'' A MINIMUM WIRE DIAMETER 0.03", NUMBER Jt 4 MESH HARDWARE CLOTH ANCHORED in n�, FIRMLY TO OUTSIDE OF THE STRUCTURE. 8302 �. CENTER WEEP ON STRUCTURE FRONT AND BACK. 8" #57 STONE SECTION SEAL COMPACTED SUBGRADE B N.T.S. CATCH BASIN WITH CURB • •° 2" x 4" C5 C. ALLAN BAMFORTH, JR., N.T.S. ENGINEER -SURVEYOR LTD KEY JT. #4 DOWELS TO MATCH WALL REINFORCEMENT COMPACTED SUBGRADE CATCH BASIN 8" #57 STONE #4 AT 12" O.C. E.W., B4 (21 " TO 27" PIPE) MIDDLE OF SLAB N.T.S. • i 1 PLAN a O 1 CV _ r (A31 UHUFINLtI HI SHIVU rlLl tliZ5 N.T.S. RIM ELEVATION 6" PERFORATED PIPE (TYP.) 0 0.50% (MIN.) 3" #57 STONE SAND 12" CLAY 15" PIPE 8" #57 STONE FINISHED GRADE - 1 " GROUT--, w NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC ' ACTVITY SATISFACTORY TO DATE DES '(,� DRW W CHK AL PM/DM DWB BRANCH MANAGER FRAME & GRATE IN ACCORDANCE CHIEF ENG�ARCH g�q WITH CID A-A-60005 FIG. 6, SIZE 22A FOR FRAME FIG. 14, SIZE 22A FOR GRATE U 2'-0" SQUARE .' 8"' Y �, ae O ~ s Z W Q WLd J o U U cn z �¢� Z iv ROUNDED p Q `° ENTRANCE U INV. ELEV. Z ~ _ CELEVS U) Q NV. FLOW w Z o w p . ' OF OUTLET Z 4" COMPACTED SUBGRADE 8" #57 STONE A5 BATCH BASIN (18" PIPE AND SMALLER) N.T.S. 5 p w Q � Cn W �J w Q o W U 6-� 0° J #4 AT 12" O.C. E.W., o J Q o0 MIDDLE OF SLAB r j W z z a. SCALE: NONE EPRDJECT NO.: Ilow CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12661832 SHEET 114 OF C-512 DRAWFORM REVISION: 40 MARCH 2OD9 CI� a SEE SHEET C-517/A3 r►wlrulrVm IInIVI1 Z WALL A 2 3 4 8 4-0 8 8 " ' " " " 40-0" 8" 8" , 4'-0" 8" 1_ 1I � Ift 00 com SEE SHEET F51 ]/AS SEE SHEEP F51]/P3 SEEIC6 116 00 R A a] ALUMINUM HATCH ALUMINUM HATCH ALUMINUM HATCH A RIM ELEV. = 29.00 RIM ELEV. = 30.40 FINAL GRADE �\ #5 0 9" EACH WAY MIDDLE OF WALL IEIR ELEV. = 27.00 WEIR ELEV. = 28.50 ELEV. = 26.25 ELEV. = 27.25 TOP & BOTTOM SECTION A -A i DIVERSION BASIN 37 B I N.T.S. cn II rn A i 0 a 0 0 w Q Z W J L.� A J A L FINAL GRADE #5 0 9" EACH WAY MIDDLE OF WALL 18" S. #4 0 9" EACH WAY TOP & BOTTOM SECTION A -A DIVERSION BASIN 53 B2 N.T.S. 2 18" N WALL A RIM ELEV. = 41.14 FINAL GRADE TOP & BOTTOM SECTION A -A DIVERSION BASIN 101 A3 N.T.S. 5F 3 p25 #5 @ 9" EACH WAY MIDDLE OF WALL ELEV. = 35.00 ELEV. = 34.25 A 18` 7rT vo 7 LI Ti TOP & BOTTOM SECTION A -A R a SHEET C-517/A3 k RIM ELEV. = 41.37 A4 DIVERSION BASIN �23 N.T.S. aII 5 R" d'-n" R" 6" WEIR WALL (TYP) FINAL GRADE WEIR WALL TIN = 41.75 5 ® 9" EACH WAY 1$' IDDLE OF WALL —� " I S. ELEV. = 34.25 SHEET C-517/A3 r�vlrnl�vm I W%1%04 1 TW (SHADED) N = 42.25 r 2 #4 BARS A 2 #4 BARS r NAWFAC 302 SEAL C. AU AN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFaX, VIRGINIA A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY RIM ELEV. = 44.21 --------------- WE WALL FNAL GRADE SATISFACTORY TO DATE TW = 42.25 #5 9" EACH WAY °RW CAD �" AL ��Ile© B WAS s MIDDLE OF WALL BRANCH MANAGER �qp -- 12"H X 14"W ORIFICE CHIEF ENG/ARCH gG,q I 18S. ELEV. — 40.75 — o A 2 � U w s �z� W J 2 #4 AROUND z WqOPENING 15 ¢ J #409"EACH WAY Z�� Q � TOP & BOTTOM c� U �© z SECTION A -A Q �2 Z 10 Q DIVERSION BASIN 1 11 � � J B5 N.T.s. z U W o 0 z z Q w � w w � J O WU J �< Q ¢ o U U W z Z I..L 0. VJ Q G SCALE: NONE EPROJECT NO,:3 CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12661833 SHEET 115 OF 3m C-513 5 PRAWFORM REVISION: 10 MI 20M C r� C E u) / 0 U 4" 2'-4" FRAME &GRATES FOR CONCRETE ANCHOR Q — s Lo 2'-0" 2" "F" BAR ® 6" CTS. 2" "B" BAR ® d 12" CTS. "A" BAR 0 d 12" CTS. 4" g" 2" "D" BAR ® a 12" CTS. d d ' C d a• d d 4'-0" MAX. PIPE DIAMETER IS 18" R.C.P. SECTION X—X X�I SEE SECTION Y—Y FOR DIMENSION FRIIIE AND GM1ES u LJu uuu ---- I "C" VERTICAL BARS "E" & "F" HORIZONTAL BARS STRAIGHT BARS 0 V) z w w w 2 3 " 41-° NOTES: -.---FRAME &GRATES a d 3'_8" 2" - a "E" BAR ® 6" CTS. "C" BAR 0 0-11 "B" BAR @ 12" CTS.- 6" CTS. a 4" 8" A. "D" BAR ® "A" BAR @ a . 2" 12" CTS. 12" CTS. d d. 2" 51_8" MAX. PIPE DIAMETER IS 36" R.C.P. SECTIC Y-Y 4 " 1. DEPTH OF THE STEEL GRATE WILL REQUIRE low a `-' DEEPER SEAT ALONG SHORT WALLS. 2. MASONRY CONSTRUCTION SHALL NOT BE 2" USED. " 2 Q 00 SEE SECTION Y—Y FOR "A" BARS SPACING AND COUNT NOTES: 1. USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX. 0 2. CHAMFER ALL EXPOSED CONCRETE CORNERS 1 ". aid " 3. USE FORMS TO CONSTRUCT THE BOTTOM SLAB. "¢ z o 4. IF PIPES ARE SET IN THE BASE, FOLLOW CONSTRUCTION `L o PROCEDURES SHOWN BY STD. DWG. 840.00. xz is Z z 5. PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN -F —T 2' LIEU OF CAST CONSTRUCTION. V) 6. REFERENCE STANDARD DRAWING DETAIL 840.25 FOR FRAME ,W ANCHORAGE. + rAks`%, C-514 PLAN _ OF BASE "A" & "D" BASE BARS 64" HOOK + + 12" CONC. :2" RADIUS 17" BRICK BASE BARS NCDOT :B1)TRAFFIC BEARING GRATED DROP INLET (FOR CAST IRON DOUBLE FRAME MID GRATES) (NCDOT STANDARD 840.35) N.T.S. 6" RADIUS !;W END:j�) 12" CONC. 17" BRICK CORNER BARS s CV BILL OF MATERIALS COMMON CONCRETE ALTERNATIVE BAR SIZE LENGTH QUANTITY WEIGHT A #5 6 6 39.9 B #5 3'— 16 56.3 C #5 1 2'-8" 14 38.9 D #5 8'—�" 4 33.6 E #5 3'-0" 20 62.6 F #5 4'-8" 20 97.3 REINFORCING STEEL (TOTAL WEIGHT) 328.6 CONCRETE IN BASE CLASS 'AA' (CUBIC YARDS) 0.56 CONCRETE IN WALLS CLASS 'AA' (CUBIC YARDS) 0.92 CONCRETE TOTAL (CUBIC YARDS) 1.48 CONCRETE CUBIC YARDS IN WALL/FOOT OF HEIGHT 0.35 LBS. OF REINFORCING STEEL IN WALL/FOOT OF HEIGHT 94.9 / Art Ill C-514 4 � 5 FLAT HEAD 1 /2" I ° I I DIA. SCREWS 1 I °I (STAINLESS STEEL) 1 I° ° STEEL a PLATE Q — 1 n ° 9 1 0 0 °I I° °I I° 3 L CAST IRON FRAME 4" MAX— AND GRATE 8" .8 2'-O" " 15" S. (PVC) .4 a a' d :4 q 40 4 s d Via' 00 d ' a . COMPACTED SUBGRADE DROOF DRAIN CATCH BASIN FOR STRUCTURE & � N.T.S. SEE PLAN ICI41101015,11 191►I:1Wei R.311A 0 L U 0 8302 ++rllllil�� SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA APPROVFD FOR COMMANDER NAVFAC ACTIVITY INFO MATCH TRENCH RIM TO INV. +6" EDGE SIDEWALK SATISFACTORY TO DATE s . :.• . • • • ► R a i y ..• • ` ; �� DES CQ DRW CM CHK AL ;.I. s.. PM/DM DWB AS ► ,. _ ;.� BRANCH MANAGER MAD A• i CHIEF ENO/ARCH B 'A *' 't !•'. U z 6" �s �; x SECTION 0 Z - W J A N.T.S. TURNED DOWN Q J 1 /2" 1 �_9" 1 /2" EDGE SIDEWALK Z¢ Q 'R�'. ,!1... r►•R ,:''•� n. �1 i •• :'► 'fir `• i.:.' '." ••,, W �RJ SHIELD FOR 1 /2" DIA. Z Z 1/2" EXPANSION Q — JOINT (TYP.) BOLT, POURED IN PLACE Z #4 CONTINUOUS 6" 1' 3" 6" #4 0 12" O.C. 0 --!_ -�--�- cn Z n Q B SECTION a N.T.S. w Z w 3/8" X 2' GALVANIZED STEEL DIAMOND Z PLATE W/ COUNTER SUNK HOLES z Q PROPOSED w GRADE w W J o 4INVERT OF TRENCH U. u- Q SEE PLAN w j o V SECTION z zLu C N.T.S. C/) In m SCALE: NONE TRENCH DRAIN EPROJECT NO.: AllCONSTR. CONTR. NO. N.T.S. J NAVFAC DRAWING NO, 12661834 ESHEET 116 OF 8 C-514 4 OR.RriF' RM REVISION: 10 Idl 2O09 C C on n O W V) LO CJ O CV Cd O 4 c O T O U fn d C m O w a _- �2 Ln U U LJ Q z co Ln U I o co LO v C7 I 0 J m O 7 (!1 CD O O �I Li O N O Q U Q Z W J I L V 1 T77 ' y r1 ' r } r r • 4 4 4 4 4 4 4 4 1 RM 2 1 R" 8" 41-0" 8" C a 00 " 0 I <t- TOP OF WEIR ELEV. (TW) = 28.53 14" S. SEE A3 BELOW — TRAFFIC RATED ALUMINUM HATCH RIM ELEV. = 30.70 1 #5 ® 9" EACH WAY MIDDLE OF WALL 2 #4 BARS MID) 15" S. ELEV. = 27.39 C COMPACTED� �-- #4 O 9° EACH WAY do SUBGRADE TOP BOTTOM SECTION A -A N A In 0 0 LLJ Q z W C" WALL A B1 OVERFLOW BASIN 29 N.T.S. a 0 I SEE A3 HIS SHEET 8" I 4'-0" , 8" , TRAFFIC RATED ALUMINUM HATCH A R co 0 I #5 ® 9" EACH WAY MIDDLE OF WALL- 4" S. A LOW WATER CUT OFF = 25.73 BOTTOM OF BASIN = 23.73 SEE A3 BELOW a 00 TRAFFIC RATED ALUMINUM HATCH RIM ELEV. = 31.36 #5 9" EACH WAY 8" S MIDDLE OF WALL— ELEV. = 29.3$ #4 ® 9" EACH WAY TOP & BOTTOM SECTION A -A -I n" n" wrlfl W A I 1 62 DIVERSION BASIN 26 N.T.S. RIM ELEV. = 30.70 #5®9"EACH WAY MIDDLE OF WALL N 2 #4 BARS A #4 ® 9" EACH WAY TOP & BOTTOM SECTION A -A SEE SHEET PUMPS PUMP BASIN CONTROLS ANDS02 FORCERMAIN OPIENING. A2 N.T.S. A 15" S. lei IIII111�11111�"�II III III IIIIIIII III III IIIIIIII III III III uu I'1'rl I III III III I IIII III III I w� 4' � SEE A3 BELOW LOW TRAFFIC RATED ALUMINUM HATCH RIM ELEV. = 31.36 4" S. COLLAR ELEV. = 27.57 RIM ELEV. = 31.36 �4 � 9" EACH WAY SOW OL VALVE TOP & BOTTOM SEE A5 BELOW SECTION A -A N 8" INLI A 48"0 34"0 J � l bR5 I N U ROTAT.,ONTROL VALVE E DOWNWARD AS (133)) N.T.S. MUCH AS POSSIBLE TO FIT BASIN (TYP.) PROVIDE TEXT STAMPED INTO ALUMINUM PLATE WELDED TO COWER CONFINED SPACE ENTRY PERMIT REQUIRED BASIN COVE�RS TAMPING DETAIL n� N.T.S. CAST IRON LID SUITABLE FOR TRAFFIC LOADING lz z 8302 BODY SEAL a (3) 6" FILTERED WATER OUTLET 8" WASTE AND OVERFLOW LARGE SELF- CLEANING FILTER 27 B5 (FOR ROOFS UP TO 16,000 SQ. FT.} N.T.S. A 22' ® 1.0% CHAMBER OUTLET 4" PIPE SECTION A -A FLOW � DNERTER J CONTROL CHAMBER VALVEV ROTATE DOWNWARD AS MUCH 3 ' 4 AS POSSIBLE TO FIT BASIN IN -GROUND FIRST FLUSH WATER DIVERTER nv / N.T.S. A C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANDER WAX ACTIVITY SATISFACTORY TO DATE DES W DRW CMQ CHK AM PM/DM DWB BRANCH MANAGER MAD CHIEF ENG/ARCH BGA G S V� U Z x 0 ~ 5 �Z � W W � J Zg Li � W Q J Z o 5©� W ` 0 U 12 t Sao Z 0 Z o Q U 0 N` J Z cn a 4" PIPE w 0 0 Z z w co w w J CL O �� J Q Z w z a o ci:� cn M SCALE: AS NOTED EPROJECT NO.: i lem CONSTR. CONTR, NO. NAVFAC DRAWING NO. 12661837 SHEET 119 OF C-517 DRAWFWtM REVISION. 10 M16RCH 2OM 0 0 ■ ®R 2 I ! 1 n 5 u C a a 0 O U a z PUMP BASIN EXISTING GROUND SEE PLUMBING DRAWINGS FOR PUMP & CONTROLS ELEV = 23.73 TOP 6" SCH-40 PVC INSPECTION PORT WITH CLEANOUT TOP. PORTION OF PIPE WITHIN TANK MODULE SHALL BE PERFORATED. TOP HALF SHALL BE SOLID. (2 REQD.) GROUND SURFACE (4" TOPSOIL) 14" TO 25" AGGREGATE BASE MATERIAL WITH GEOGRID IN MIDDLE GEOGRID 4" X 24"0 6" SCH-40 PVC MAINTENANCE PORT CONCRETE (TYP.) WITH CLEANOUT TOP. PIPE SHALL BE SOLID WITH NOTCH AT BOTTOM TO BACK FLUSH SYSTEM. (2 REQD.) 14" PIPE 12" MIN. ° ° PROVIDE " X 6" NOTC ° ° ° FOR BAC —FLUSH NON— OVEN ° ° GEOTEXTILE FABRIC ° LOW WATER CUT °° °° OFF = 25.73 ° ° PUMP BASIN SEE DETAIL ON C-517 N I A C-518 I IHIAIIIIHIHI I La FORCE MAIN SEE PLUMBING DRAWINGS NON —WOVEN BOTTOM OF TANK = 25.73 GEOTEXTILE FABRIC IMPERMEABLE EXISTING SUBBASE PLASTIC LINER SECTION - A 42' 6" COMPACTED SAND OR GRAVEL LEVELING BED 6" FILL IN SOUTH WA co s 36/0 6" INSPEC ON PORT /6" MAINTENANCE PORT i 6" MAINTENANCE PORT 6" INSPECTION PORT H PAN 6' FILTERED WATER 1 FILL PIPE � � 8" S. WATER RECLAMATION TANK DETAIL L — — SCALE: 3/8" = 1'-0" 2 ' 3 OVERFLOW BASIN 29 Rim = .-in 7n 14" PIPE TOP OF WEIR ELEV. = 28.53 15" PIPE FIR/ = 77 R4 BACKFILL SIDES IN 12" LIFTS DOUBLE -- STACKED WITH SAND OR GRAVEL AND COMPACT. TANK MODULES OVERFLOW BASIN 29 I 11HIIHil IIHHIHI I NOTE: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE MANUFACTURES RECOMMENDATIONS AS APPLICABLE LARGE SELF 27 CLEANING FILTER 8" WASTE & OVERFLOW GRAPHIC SCALE 0 2' 4 ' S 4' 6' 0 a C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED FOR COMMANOER NAVFAC ACTVP SATISFACTORY TO DATE DES W DRW ' CHK IB PM/DM DWB BRANCH MANAGER MM CHIEF ENG/ARCH WA V Z x o V Z LLI J CD LaC Q � o W�CL Q U 0 Q z_ Z �O Q U � C3 F... J Z G/ Q W Z o Z zLu Q U) w W J o WU m J V) Q oar � U W ILLI Z � 2 U) � o SCALE: AS NOTED EPROJECT NO.: CONSTR. CONTR. NO. NAVFAC DRAWING NO. 8' 10' 12661838 SHEET 120 OF 378 C-518 ORAWFORM REVISION: 10 MARCH 2OO9 0 c '177. I'�• r , ;Y �l �.�} 51 ! I � ! � i' r .+� 1 y- . tip{ ,,� 2 3 4 5 t u c CD NA 0 N O J Li JAR 12" (TYP.) LIMITS OF 12" (MIN.) CLAY LINER TO FOREBAY BERM ELEVATION (TYP.) — I 12" (MIN.) CLAY LAYER UND R BE RIPCO�NPINUOUS i k � i25. FOREBAY 12" #57 WASHED STONE 2:1 SEDIMENT DEPTH GAUGE--, FILTER FABRIC UNDER RIP RAP 1 ^Irr _ \F,-2T9 23.75 / ❑ I C�' � \—TOP OF CLA1 ❑B 3:1 SLOPE (TYP.) 28.5 r --....----------- 24.07 ----- I I I 24.D 1 I I R� i B4 6" SOLID PIPE 0 1.00% SLOPE C--52D ❑0 6" PERFORATED UNDERDRAIN PIPE TYP. / ' 23.47 0 0.50% SLOPETOW f O �n 6 CLEANOUT (TYP.) i 23.6 low f ���_ ❑0 � Oj�f ❑E �f " � 6SOLID PIPE 0 1.00% SLOPE �l � 23.9 i 23.75 � f 0 ,f � w w w w 89' SAND FILTER BASIN #1 132 SCALE: 1 " = 10' SOD ALL SIDE SLOPES OF FOREBAY AND SAND FILTER. CLASS "B" RIP RAP 3:1 FILTER FABRIC UNDER SAND 2 SAND FILTER SECTION SCALE: 1" = 10' 0 TEMPORARY CLEANOUT (TYP.) )7 n �23.6 3l1 6" PERFORATED PVC UNDERDRAIN PIPE 0 0.50% (TYP.) (SEE NOTE) 3 Z NORTH CAROUNA SPCS (NAD 1983 / 2007) PERFORATED UNDERDRAIN PIPE NOTE: A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON CENTER FOR THE ENTIRE LENGTH OF THE LATERAL. PIPE SHALL BE PVC SCHEDULE 40. PIPE INVERTS �A INV. = 23.87 �H INV. = 23.85 0❑ INV. = 23.50 © INV. = 23.77 �I INV. = 23.69 © INV. = 23.66 INV. = 23.64 © INV. = 23.66 Q INV. = 23.69 i DE INV. = 23.77 © INV. = 23.74 `> Q INV. = 23.87 �M INV. = 23.73 > © INV. = 23.96 H INV. = 23.73 FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE 134 ACV � lulu N.T.S FILTER SAND NOTE: 8 cn 0 z O SEAL_ - .�8 302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, MRGINIA A/E INFO APPROVED LFOR COMMANDER NAVFAC ' ACTMTY SAT€SFACT4RY 70 DATE DES CAB JDRW CAD JCHK ALB PM/DM DWB AS ERFORATED PIPE (TYP.) BRANCH MANAGER MAp CHIEF LNC/ARCH B GGA o � O~s �z U Z x z Lu J J 0 THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33. ww Q O THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. 7 a Z CLAY LINER NOTE: z Z 0 2 0U CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS. Q PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. Z �- Co n- m CLEANOUT NOTE: w Z 0 J Z ALL CLEANOUT " z Q 0 S SHALL HAVE A SCREWED CAP THAT IS SET 6 ABOVE THE #57 STONE w SURFACE ELEVATION. W Q )P -57 5TONt kl.tV. = 15.15 TOP OF SAND _ELEV. = 25.5 \� ,--FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE a w c!� Q o W U m o C Q r < U 1r CD ILL SCALE: AS NOTED EPRCJECT NO.: 11B81�93 CONSTR. CONTR. "°. GRAPHIC SCALE: NAVFAC DRAWING NO. 0 10 20 40 12661840 i n _ l 0' SHEET 122 OF 378 C-520 DRAWFORM REVISION: 10 MARCH 2009 0 w w V w a = 1 1 4 i 5 111 c 00 0 CQ v oB C 6 W r7 0 N to U U Li Z O r LO 1 U I O CID EO a m z N 0 E E N 22.6' �r J Q � 4' TYP 12" (TYP.) LIMITS OF 12" (MIN.) CLAY LINER TO FOREBAY BERM ELEVATION (TYP.) — 4' 32' 25' 17' R = 35.5' -------------- ' 6" SOLID PIPE \ o ® 1.00% SLOPE — ' I © I❑ rm 6" SOLID PIPE I @ 1.00% SLOPE Rgfl I 0 25.4 64 C-520 i► Z ^ O m� N c � C U N fn o� c N / Z CLLI L � 0 \ TOP OF CLAY LINER25.1 �1 6" PERFORATED UNDERDRAIN PIPE TYP. j ® 0.50% SLOPE CLEANOUT (TYP.) �i F 32 9.7 / SAND FILTER BASIN #2 62 SCALE: 1 " = 10' 12" #57 WASHED STONE 2:1 SEDIMENT DEPTH GAUGE CLASS "B" RIP RAP 3.1 CLEANOUT (TYP.) / FOREBAY FILTER FABRIC UNDER RIP RAP FILTER FABRIC UNDER SAND 1 ' 2 SECTION A2 SCALE: 1 " = 10' -SAND FILTER RIM = 28.75 3:1 TEMPORARY WATER ELEV. = 28.5 21. 6" PERFORATED PVC UNDERDRAIN P 0 0.50% (TYP.) (SEE NOTE) 3 = 27.25 NOTE: SOD ALL SIDE SLOPES OF FOREBAY AND SAND FILTER. PERFORATED UNDERDRAIN PIPE NOTE: A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON CENTER FOR THE ENTIRE LENGTH OF THE LATERAL PIPE SHALL BE PVC SCHEDULE 40. m � PIPE INVERTS �A INV. = 25.43 INV. = 25.27 © INV. = 25.33 INV. = 25.32 © INV. = 25.23 INV. = 25.36 © INV. = 25.33 INV. = 25.34 �E INV. = 25.43 INV. = 25.34 0 INV. = 25.47 FM] INV. = 25.15 © INV. = 25.40 FILTER SAND NOTE: z ff cr y0 O f. c ., °, \Aem 0 SEAL 302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, M. NORFOLK, VIRGINIA APPROVED FOR COMMANDER NAVFAC ACTMTY A/E INFO THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33. SATISFACTORY TO DATE THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. DES CM DRW ' CHK ALB PM/DM DWB jS CLAY LINER NOTE: BRANCH MANAGER � CHIEF ENG/ARCH 8 '� CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS. c.)= z PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. 5 LLI W c, Z J ALL CLEANOUTS SHALL HAVE A SCREWED CAP THAT IS SET 6" ABOVE THE #57 STONE SURFACE ELEVATION. m z Way LLJ C3 ¢ o -Z� Z N R2 Z 10 Q U) U 0 F-' z U) � w cc Z w 0 J _Z C0 p L` z Q a W I Q CD w v) J o LLI Q j-, OJ Q 1 � o BY: Z F('�' z CL o ILL� SCALE. AS NOTED EPROJECT NO.: 11IM3 GRAPHIC SCALE: CONSTR. "°. NAVFAC DRAWING NO. 0 10 20 40 12fifi 1841 SHEET 123 OF 378 n o 10' C-521 5 DRAWFORM REVISION: 10 MARCH 2ODO c 4 4 Y I;i C o BN 0 L 6 2 L� 0 0 w J N N i() La U W Q 0 N N Ln I U I r7 m Eo Eo a m z CD N A cli O Q Z w J LL TOP OF 1 i 2 I W _ 1 Wo ti i i o I o 1 I 10 M 104 `-' (TYP.) I I I i © I 103 C-52 I i � j' ❑F IM I I 105 I 1 I I i Z z w of I C-520 I 4 J —o M I I I 1 cn �I Iti �� U 6.5 I I I ' _ � I I I `�' I I 1 m I II 4 I I I 1 � ,� I 3 12" (MIN.) CLAY LAYER SHALL BE CONTINUOUS UNDER RIP RAP 4' uj I 1 in � I I \ C or SAND FILTER #4 L SEE SHEET C-523 \ MAT ® 1:1 SLOPE TEMPORARY WATER ELEV. = 35.0 SAND FILTER ?IM = 35.25 3:1 � = 32.75 LIMITS OF 12" (MIN.) CLAY LINER TO FOREBAY BERM ELEVATION (TYP.) SOD ALL SIDE SLOPES OF FOREBAY AND SAND FILTER. SAND FILTER BASIN #3 B2 SCALE: 1" = 20' CLASS "B" RIP RAP 3:1 CLEANOUT (TYP.) 30.7 FILTER FABRIC UNDER SAND —/ 6" PERFORATED PVC UNDERDRAIN PIPE 0 0.50% (TYP.) (SEE NOTE) SCALE: 1 " = 20' 12" #57 WASHED STONE 2:1 SEDIMENT DEPTH GAUGE 3:1 FILTER FABRIC UNDER RIP RAP 12" (TYP.) lotivo.. I Y YVYVY� PIPE INVERTS 4 5 "MIzaL U NORTH MOLINA SPM (NAD 1983 / 2007) 0 z �7U a � �A INV. = 30.98 �H INV. = 30.69 © INV. - 30.70 ❑I INV. = 30.47 77 INV. = 30.42 INV. = 30.24 �D INV. = 30.15 ❑K INV. = 30.01 �E INV. = 29.87 © INV. = 29.78 ❑F INV. = 30.63 [M INV. = 29.56 © INV. = 30.63 ON INV. = 29.33 3 �1 PERFORATED UNDERDRAIN PIPE NOTE: A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON CENTER FOR THE ENTIRE LENGTH OF THE LATERAL. PIPE SHALL BE PVC, SCHEDULE 40. FILTER SAND NOTE: \F iJ SEAL 8302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED 'FOR COMMANDER NAVFAC ACTIVITY • ••�•�� SATISFACTORY TO DATE DIES CRAB DRW CM CHK PM/DM DWB AS BRANCH MANAGER MAD CHIEF ENG/ARCH B'A z z U Z X oV vZ Ljz W Z) J Z wwi w Q W J zp 0 W ` $ Q U V t V Z Z Z O cr Z THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33. w z THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. z Z CLAY LINER NOTE: W w CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS. PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. _ W V L , U a CLEANOUT NOTE: � ALL CLEANOUTS SHALL HAVE A SCREWED CAP THAT IS SET 6" ABOVE THE #57 STONE SURFACE ELEVATION. BY._ w CL 09Z Z -a m SCALE: AS NOTED EPRDJECT NO,; 116M3 CONSTR. CONTR. N0, GRAPHIC SCALE ■ NAVFAC DRAWING NO. a 20 40 60 12661842 1" = 20' SHEET 124 OF 3n C-522 4 5 DRAWFORM REVISION: 10 MARCH 20DO 1] C 3 v V 2 4 5 ry w 00 CD 0 0 LT 0 v 0 0 W J d I"7 L0 U U LJ Lo I U 1 co co In cn z / N O FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE �523 link TOP OF SAND ELEV. = 32.5 TOP #57 STONE ELEV. = FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE - LIMITS OF 12" (MIN.) CLAY LINER TO FOREBAY BERM ELEVATION (TYP.) NOTE: SOD ALL SIDE SLOPES OF FOREBAY AND SAND FILTER. 3:1 D ■ I I I I I I I 0 z U li it i '278 SAND FILTER BASIN #4 DL Ste: 1" = 20' SAND FILTER CLASS "B" RIP RAP - CLEANOUT (TYP.) TEMPORARY WATER ELEV. = 35.0 FILTER FABRIC UNDER SAND J 6" PERFORATED PVC UNDERDRAIN PIPE 0.50% (TYP.) (SEE NOTE) 3:1 SECTION A2 SCALE: 1" = 20' 2 SAND FILTER #3 SEE SHEET C-522 '��� Y �a i r. 1:INN ^ Z p� N w0 \ C U oA w IL I� 4' L12 (MIN.) CLAY LAYERALL BE CONTINUOUSDER RIP RAP CPIPE INVERTS �A INV. = 29.95 �B INV. = 29.84 © INV. = 29.72 �D INV. = 29.61 ❑E INV. = 29.50 36.5 I, �F U:11: 29.81 ❑G INV. 29.73 �-- 12" (MIN.) CLAY LAYER SHALL BE CONTINUOUS UNDER RIP RAP 12" #57 WASHED STONE 2:1 SEDIMENT DEPTH GAUGE 3:1---, 1 FILTER FABRIC UNDER RIP RAP L 12" (TYP.) FOREBAY 3 HH INV. = 29.57 Q INV. = 29.43 OJ INV. = 29.28 KO INV. = 29.13 © INV. = 29.57 �M INV. = 29.57 �N INV. = 29.03 i► i► PERFORATED UNDERDRAIN PIPE NOTE: A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON ' CENTER FOR THE ENTIRE LENGTH OF THE LATERAL. PIPE SHALL BE PVC SCHEDULE 40. FILTER SAND NOTE: THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33. THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. CLAY LINER NOTE: CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS. PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. m FALEANOUTS NOUT NOTE: SHALL HAVE A SCREWED CAP THAT IS SET 6" ABOVE THE #57 STONE ELEVATION. GRAPHIC SCALE: 0 20 1"=20' 5 40 0 4 41 SEAL n 8302 SEAL C. ALLAN BAMFORTH, A., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA A/E INFO APPROVED 1 FOR COMMANDER NAVFAC ' ACTMTY SATISFACTORY TO DATE DES CQ DRW M CHK &B PM/DM DWB AS BRANCH MANAGER MAD CHIEF ENG/ARCH B 'GA 0 5 �5 U 0z9 W z L� �p�+ W LL �LyLJI � Z Ld � rO, ¢ V U z C CO 0 m z U) cl� cr uj ui z w J ° z T -. ,.�..A• t....� lfi z Q o .. 1 2014 CD Lu w Z cn Li o BY: � Q U W CL z Q SCALE: AS NOTED EPROJECT NO.: 1IM3 CONSTR. CCNTR. NO. NAVFAC DRAWING NO. 60 12661843 SHEEF 125 OF 378 C-523 DRAWFORM REVISION: 10 MARCH 2ODO 1 c C 0 1 2 4 0 MCB 65 PARS 465 SCPRINGPARK PLACE ' HERNDON, VIRGINIA 20170 M 703 742 5904 BACHELOR ENLISTED QUARTERS (BEQ'S) RIFLE RANGE STORMWATER MANAGEMENT PLAN IC V■ IA 1-1 o\ldsbor� US 70 Olive Warsaw Magnolia �f Rosehill ven rings Wallace NAVAL FACILITIES ENGINEERING COMMAND MID -ATLANTIC insto Dover ew Bern Tuscarora �NEVsf f��� L Trenton OAK GROVE Y POINT Pollacksville Haveloc G ❑twa Pink Comfort Maysville `�� } Hill Richlands 1 3eulaville Jacksonvil e V Ver eaufor oreheOL CI f sboro Folksto 13 Burgaw Holly Ridge c SITE Words Corn V JF' ,S, Hampstead Scott Hill P Acme v Delco Wilmington %K Leland y Bolton r Q VICINITY MAP NOT TO SCALE Ro N,chZG, �rE Y210 PROJECT\SITE LOCATION MAP 1' = 1000, 1 2 N SHEET NO. SHEET SHEET TITLE NAVFAC DWG.NO. 1 OF 34 GO.01 TITLE SHEET, VICINITY AND LOCATION MAP 2 OF 34 CO.02 GENERAL NOTES & SITE SYMBOLS AND ABBREVIATIONS 3 OF 34 CD1.01 DEMOLITION PLAN - SOUTH PARKING 4 OF 34 CD1.02 DEMOLITION PLAN - BEQ 1 5 OF 34 CD1.03 DEMOLITION PLAN - BEQ 2 6 OF 34 CD1.04 -NOT USED- 7 OF 34 CG1.01 GRADING PLAN - OVERALL 8 OF 34 CG1.02 GRADING PLAN - SOUTH PARKING SOUTH 9 OF 34 CG1.03 GRADING PLAN - SOUTH PARKING NORTH 10 OF 34 CG1.04 GRADING PLAN - BEQ 2 SOUTH 11 OF 34 CG1.05 GRADING PLAN - BEQ 2 NORTH 12 OF 34 CG1.06 GRADING PLAN BEQ 1 SOUTH 13 OF 34 CG1.07 GRADING PLAN - BEQ 1 NORTH 14 OF 34.. CG1.08 -NOT USED- 15 OF 34 CG1.09 EROSION PHASE I - OVERALL 16 OF 34 CG1.17 EROSION PHASE II - OVERALL 17 OF 34 CG2.03 GRASS CHANNEL PLAN & PROFILE 18 OF 34 CG2.04 -NOT USED- 19 OF 34 CP2.01 ROADWAY PLAN & PROFILE 20 OF 34 CS1.00 GEOMETRIC PLAN - OVERALL 21 OF 34 CS1.01 GEOMETRIC PLAN - SOUTH PARKING SOUTH 22 OF 34 CS1.02 GEOMETRIC PLAN - SOUTH PARKING NORTH 23 OF 34 _ CS1.03 GEOMETRIC PLAN - BEQ 2 SOUTH 24 OF 34 CS1.04 GEOMETRIC PLAN - BEQ 2 NORTH 25 OF 34 CS1.05 GEOMETRIC PLAN - BEQ 1 SOUTH 26 OF 34 CS1.06 GEOMETRIC PLAN - BEQ 1 NORTH 27 OF 34 CS1.07 -NOT USED- 28 OF 34 CU2.03 STORM DRAIN PLAN & PROFILE 29 OF 34 CU2.04 STORM DRAIN PLAN & PROFILE 30 OF 34 CU5.05 GRATE INLET DETAILS 31 OF 34 CU5.06 STORM DRAIN DETAILS 32 OF 34 1 CU5.07 -NOT USED- 33 OF 34 1 CU5.08 STORMWATER MANAGEMENT FACILITY DETAILS 34 OF 34 1 CV1.01 EXISTING CONDITIONS - OVERALL 3 f■ l + ■ -' __ ~ : • : I • • r� a 1 r•- • SOILS MAP 1 = 500' 4 Sill WN Um No. ONM PGAt 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 [T] 561988 4002 [F] 661988 3002 Balfour Beatty Consruction AIE INFO For Cenxnendw NAVFAC PACKAGE 1 SUBMITTAL ;unwd k9» Dab 06/1212012 =To SAT Dam DDIMMIYM D TC CJL RNR PMIDM XX�C Grand, Manager XXX Chief EngfAreh XXX w Li�z NIn w M LU Uj LLF J 0 Z C.9 iLZ CD U9 0 Ix C�L w vwi z W 0 J < V IIIZ � a -�, Z w A ,,. J 9 Q Q a � .� � O a NTQL Q v Q U N z z w l00 O a Z Z ■_� {dam W Z C3LU U z Uj > LU 2012 ¢ J 2/� Q Qa V J LUZ a O J w RECEIVED 0 w w 0Lid FJ-- JUN 1 9 2012 9 Q w BY: EPROJECT No.: 790% CONSTP_ CONTR. NO. N40085-11-C4008 ####### 5� r? OFO 1-3 SHEET 1 of 34 5 IgOID . GO-01 4 0 0 0 4 4 V ID IC u 0 d a N N O CD 0 1 GENERAL EXISTING PROPOSED 1715 -- - 1711-- 43.75 FS MIA UTI LITI ES EXISTING PROPOSED N coo E Af p BOV FDC v "wix CONTOUR, 5' CONTOUR, 1' SPOT SHOT ELEVATION BENCHMARK LIMITS OF DISTURBANCE CRITICAL SLOPE DRIP LINE ATFP SETBACK ROAD CENTERLINE DETAIL CALLOUT ELECTRICAL UNDERGROUND ELECTRICAL AERIAL STORM DRAIN STORM INLET CURB INLET MANHOLE WATER LINE SANITARY SEWER LINE CABLE TV LINE COMMUNICATIONS AERIAL COMMUNICATIONS UNDERGROUND FIBER OPTIC LINE GAS LINE FENCE LIGHT POLE CAN PEDESTAL CLEANOUT ELECTRICAL POLE DOWNSPOUT GATE VALVE FIRE HYDRANT BLOW OFF VALVE AIR RELEASE VALVE FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE TEE 2 3 SOILS - o 0 o o o e-- EXISTING DRAINAGE DIVIDE - - >-M - - Now- PROPOSED DRAINAGE DIVIDE s F 234 G FLOW PATH SOIL LINE BOB BAYMEADE FINE SAND BmB BAYMEADE-URBAN LAND COMPLIES MOOT MARVYN LOAMY FINE SAND Mk MUCKALEE LOAM PAVING/MANSONRY ASPHALT SEAL COAT LIGHT DUTY CONCRETE D4 LIGHT DUTY ASPHALT D2 HEAVY DUTY CONCRETE C4 ASPHALT TRAIL C2 INTERLOCKING CONCRETE SAND TRAIL � GRASS PAVERS AS GRAVEL PARKING EROSION CONTROL CE CONSTRUCTION ENTRANCE B4 BF SF SILT FENCE B5 -SAF �A SAFETY FENCE C2 IP STORM DRAIN INLET PROTECTION A2 ® OP STORM DRAIN OUTLET PROTECTION - Q TEMPORARY DIVERSION DIKE A2 ® �M EXCELSIOR MATTING ST TEMPORARY SEDIMENT TRAP A4 SB TEMPORARY SKIMMER SEDIMENT BASIN C4 �C ROCK CHECK DAM A5 �5 TREE PROTECTION FENCE C2 W W W � � v y LEVEL SPREADER W J• Y C3 DEMOLITION �j EXISTING IDENTIFIED FEATURE TO BE REMOVED EXISTING TREE AREA _ - TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING UTILITY TO BE REMOVED vvvavvvvavv EXISTING UTILITY TO BE wvwvvvavvv ABANDONED IN PLACE EXISTING TREE TO BE REMOVED ELECTRICAL SITE FEATURES 45° BEND 0 EXISTING OVERHEAD CIRCUIT POLE 11 1 /4' BEND -e- NEW BEQ PRIMARY FEEDER POLE TEST PIT REQUIRED. EXISTING INVERT UNKNOWN 0 POLE GUY -OHE- NEW OVERHEAD PRIMARY FEEDER -UGE- UNDERGROUND PRIMARY FEEDER TO NEW SERVICE TRANSFORMER L] PAD MOUNTED SERVICE TRANSFORMER (KVA AS NOTED) 2 ATFP BOULDER o BOLLARD C4 ® TRASH CAN 100. BUILDING ACCESS POINT 3 4 5 PARSONS BRIAICKERHOFF ABBREVIATIONS 455 PLACE HERNDON, VIRGINIA 20170 GENERAL NOTES HERND INGPARK IA201 [T] 703 742 5904 A DRAINAGE AREA 1. A WETLANDS STUDY JURISDICTIONAL DETERMINATION APPROVAL TITLED "SURVEY ABD ABANDONED OF WETLANDS AND STREAM ORIGINS" WAS COMPLETED FOR THE MARINE CORPS AIP ATFP ABANDON IN PLACE ANTI TERRORISM FORCE PROTECTION SPECIAL OPERATIONS COMMAND (MARSOC) CANTONMENT AREA IN JULY 2007. BMP BEST MANAGEMENT PRACTICE THE STUDY WAS PREPARED BY GEO-MARINE, INC AND CHARLES F. RIGGS AND BLDG BUILDING ASSOCIATES INC FOR THE MARINE CORPS BASE CAMP LEJEUNE AND NAVAL BOV BLOW OFF VALVE FACILITIES ENGINEERING COMMAND ATLANTIC. CONTRACT NO. CO CLEAN OUT N62470-02-D-9997, TASK ORDER 0113. CH CHILLER 2. BORROW MATERIAL FROM AN ONSITE APPROVED PROJECT IS BEING USED. CL CENTER LINE 3. NO WETLANDS WILL BE DISTURBED CONC CONCRETE 4. ALL EXISTING CROSSING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONN CONNECTION INDICATED UTILITIES ARE MEANT TO REPRESENT APPROXIMATE LOCATIONS OF DEMO DEMOLISH POSSIBLE CONFLICTS. CONTRACTOR MUST VERIFY ALL CROSSINGS AND DA DISTURBED AREA ELEVATIONS OF EXISTING UTILITIES TO AVOID CONFLICTS. DI DROP INLET CONSTRUCTION SCHEDULE DIA / 0 DIAMETER DIP DUCTILE IRON PIPE DOMW DOMESTIC WATER PHASE 1 - PREDEVELOPMENT CONDITIONS DS DOWNSPOUT - EL ELECTRICAL 1. OBTAIN PLAN APPROVAL FROM NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND NATURAL ELEV ELEVATION RESOURCES AND OTHER APPLICABLE PERMITS THAT INCLUDE THE SWU-101 STATE STORMWATER. EP EDGE OF PAVEMENT 2. CLEARLY MARK THE LIMITS OF CONSTRUCTION IN THE FIELD. ES END SECTION 3. PROVIDE SEDIMENT FENCES DOWNSTREAM OF DISTURBED AREAS. PROVIDE DOUBLE SEDIMENT FENCE EX EXISTING UPSTREAM OF WETLANDS, AS INDICATED ON PLANS. AT THE BOUNDARY OF SITE AND WOODED AREA, FDC FIRE DEPARTMENT CONNECTION SEDIMENT FENCE WILL ALSO SERVE AS TREE PROTECTION. FF FINISHED FLOOR 4. STABILIZE THE CONSTRUCTION ENTRANCE, PROVIDE WATER TRUCK, AND INSTALL CULVERTS AS NEEDED. FG FINISHED GRADE 5. PROVIDE INLET AND OUTLET PROTECTION AS NEEDED ON EXISTING STORM STRUCTURES. FH FIRE HYDRANT 6. CLEAR TREES AS NECESSARY TO CONSTRUCT SKIMMER SEDIMENT BASINS #1, #3, AND #4. THIS WILL FL FIRE LINE INCLUDE THE AREA NECESSARY TO CONSTRUCT AND GRADE THE BASIN, AS WELL AS AN ACCESS PATH FS FINISHED SURFACE FOR PERSONNEL AND EQUIPMENT. GAL GALLON 7. CONSTRUCT SKIMMER SEDIMENT BASINS #1, #3, AND #4 AND TEMPORARY GRAVEL WEIR SEDIMENT GI GRATE INLET TRAP #2. HDPE HIGH DENSITY POLYETHYLENE 8. CONSTRUCT THE TEMPORARY DIVERSION DIKES DIVERTING FLOW TO SKIMMER SEDIMENT BASINS #1, #3, HP INV HIGH POINT INVERT AND #4 AND TO TEMPORARY GRAVEL WEIR SEDIMENT TRAP #2. PROVIDE EXCELSIOR OR SYNTHETIC L/P LIGHT POLE MATTING AS INDICATED ON PLANS. "SWP66." 9. FILL EXISTING BMP, LOD LIMITS OF DISTURBANCE 10. SAW CUT NORTHWEST SECTION OF SHOOTERS PARKING LOT AS NECESSARY TO CONSTRUCT SKIMMER LP LOW POINT SEDIMENT BASIN #5. MECH MECHANICAL MH MANHOLE 11. CONSTRUCT SKIMMER SEDIMENT BASIN #5. MIN MINIMUM 12. CONSTRUCT TEMPORARY DIVERSION DIKES DIVERTING FLOW TO SKIMMER SEDIMENT BASIN #5. PROVIDE OC ON CENTER EXCELSIOR MATTING AS INDICATED ON PLANS. OWS OIL/WATER SEPARATOR 13. INSPECT ALL EROSION CONTRO!_�: AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM PC POINT OF CURVATURE EVENT GREATER THAN 0.5 INCHES. REBUILD STRUCTURES AND DEVICES THAT FAIL INSPECTION - PE POLYETHYLENE IMMEDIATELY. PP POWER POLE PSI POUNDS PER SQUARE INCH PHASE 2 - POSTDEVELOPMENT CONDITIONS PVC POLYVINYL CHLORIDE RCP ROUND CONCRETE PIPE 14. BEGIN CLEARING AND GRUBBIN+ C.,F THE REMAINDER OF THE SITE UPON COMPLETION OF THE PHASE 1 S SLOPE CONTROLS. S/W SIDEWALK 15. SEED AND MULCH DISTURBED SOILS LEFT UNWORKED FOR 7 DAYS. SEC SECOND 16. CONSTRUCT UNDERGROUND STORM PIPES AND STRUCTURES EXCEPT FOR PIPES AND STRUCTURES SF SQUARE FEET CONNECTING FOREBAYS TO BMP PONDS. PROVIDE INLET PROTECTION AND OUTLET PROTECTION ON SS SANITARY SEWER NEW STORM STRUCTURES AND PLUG PROPOSED STORM PIPE OUTLETS IF REQUIRED TO PREVENT ST STORM SEDIMENT FROM ENTERING THE INFILTRATION POND BMPS. STA STATION 17. GRADE BMP-6 FOREBAY , MATCHING DAM ELEVATIONS TO BASIN #3 AND GRADING AT A 3:1 SLOPE STRM STORM TOWARD BASIN #1. SWMF STORMW'ATER MANAGEMENT FACILITY 18. GRADE A TEMPORARY CHANNEL DIRECTLY EAST OF BMP-6 TOWARD BASIN #1 TO CAPTURE DISTURBED TB THRUST BLOCK AREA AT NEW SHOOTER'S LOT. THIS CHANNEL WILL LATER BE CONVERTED INTO A FOREBAY. TC TOP OF CURB 19. SAW CUT AREA OF SHOOTERS LOT TO BE REMOVED, PROVIDING SEDIMENT FENCE AT SAW LINE AS TELCO TELEPHONE COMPANY SHOWN ON PLANS. TELE TELEPHONE 20. BEGIN GRADING FOR CONSTRUCTION OF BEQ 2 AND SURROUNDING AMENITIES. TELECOM TELECOMMUNICATION 21. BEGIN GRADING OF GRASS CHANNELS. THR THRUST RESTRAINT 22. CONSTRUCT CULVERTS #3 AND #6 TR TRANSFORMER 23. CONSTRUCT BMP-6, -7, AND-9 AS ALLOWED BY PHASE 1 EROSION CONTROL MEASURES. TYP TYPICAL 24. CONSTRUCT RETAINING WALL NORTH OF BEQ 2. U/G UNDERGROUND 25. PROVIDE TRENCHES FOR, AND CONSTRUCT, ALL UNDERGROUND UTILITIES THAT TIE INTO BEQ 2. W/ WITH 26. FINALIZE GRADING FOR CONSTRUCTION OF BEQ 2 AND SURROUNDING AMENITIES. W/M WATER MAIN 27. BEGIN CONSTRUCTION OF BEQ 2. X-ING CROSSING 28. REMOVE TEMPORARY DIVERSION DIKES. XFRM TRANSFORMER 29. FINALIZE FINE SITE GRADING. 30. INSTALL AND FINALIZE THE BMP'S AS THE SITE TRANSITIONS FROM PHASE 1 TO PHASE 2. CONSTRUCT FLOW SPUTTERS, BYPASS STRUCTURES, AND ASSOCIATED PIPES AS INDICATED ON THE BUILDING NOTES PLANS. CONVERT TEMPORARY CHANNEL EAST OF BMP-6 INTO A SEDIMENT FOREBAY. UNPLUG PROPOSED STORM PIPE OUTLETS. 31. PROVIDE PERMANENT SOD/MULCH STABILIZATION TO FINAL GRADING. ALL PERMANENT VEGETATION BEQ 1: MUST BE SODDED OR PLANTED WITHIN 7 CALENDAR DAYS AFTER FINAL GRADE IS REACHED. 200 OCCUPANTS 32. PAVE NEW SHOOTERS LOT, NEW ENTRANCES TO OLD SHOOTERS LOT, AND PARKING ACCESS DRIVEWAY. N66,000 SF 33. INSTALL REMAINING SITE FEATURES. CONSTRUCTION TYPE II-B 34. PROVIDE SEAL COAT AND RESTRIPE OLD SHOOTERS LOT. 35. REMOVE EROSION CONTROL FEATURES AND CONSTRUCTION ENTRANCE. ENSURE PROPER SODDING HAS BEQ 2: BEEN STABILIZED. 250 OCCUPANTS 36. REMOVE SKIMMER SEDIMENT BASINS #1, #3, #4, AND #5 AND TEMPORARY GRAVEL WEIR SEDIMENT -84,000_ SF TRAP #2 ONLY WHEN ALL AREAS DRAINING INTO BASINS HAVE BEEN STABILIZED. CONSTRUCTION TYPE II-B 37. FILL BASINS TO GRADE AS INDICATED ON PLANS. 38. DO NOT CONSTRUCT THE VOLLEYBALL COURT UNTIL THE DRAINAGE AREA ABOVE SEDIMENT BASIN #4 HAS BEEN COMPLETELY STABILIZED, SUCH THAT THE BASIN CAN BE FILLED AND/OR REMOVED. I F'� ,�:.-4,1..fi �, i II yy all o I� z 0 W 0 2II ?GAL 791 Park of COMMERCE BLVD. 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INFILTRATION RATES FOR BMP PONDS \ / 2. SOIL CHARACTERISTICS FOR PAVEMENT DESIGN r 3. SOIL CHARACTERISTICS FOR PAVEMENT DESIGN r 1 4. SOIL CHARACTERISTICS FOR PAVEMENT DESIGN � ♦ �\ \ ' \\ 5. BUILDING CORNER AND INFILTRATION RATE 6. BUILDING CORNER •^ 7. BUILDING CORNER AND INFILTRATION RATE 8. BUILDING CORNER AND INFILTRATION RATE / 9. RETAINING WALL 10. INFILTRATION RATE 11. INFILTRATION RATE 12. SOIL CHARACTERISTICS FOR PAVEMENT DESIGN 13. INFILTRATION RATE k 14. BUILDING CORNER 15 BUILDING CORNER AND INFILTRATION RATE a �I a lI z 0 FL i� V N O NII MN NIM u. NO.Oswm - I -12-- AU prit UA 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 m 561988 4002 [9 561988 3002 Balfour Beatty Consruction AIErNFO For Commander NAVFAC ACWRy PACKAGE 1 SUBMITTAL curse hmm Dale 0611212012 kuslacwYTo SAT Onto DDIMMIYYYY D- TC CJL RNR PM1DM Xm Blanch Manager xv Chief EnglArch xm LU z 9 ILL Of I 16. BUILDING CORNER APPRQX w m z = EX. BOOKER 17. RETAINING WALL • 18 BUILDING CORNER k ¢ Q J a Ld O 1 z O 0 O z X LiJ 19. INFILTRATION RATE N o RE ? m EPROJECT No.: 796558 NOTES: ONSTR CONTR. NO. BOREHOLE LOCATIONS HAVE NOT BEEN FIELD LOCATED. rIL 4J.N40085-11-C-4008 BORINGS WERE NOT ADVANCED AT LOCATIONS 10 AND 11; NAVFAC BRA PERMEABILITY TESTS ONLY WERE PERFORMED AT THESE 80 0 40 - �aD 100 #### LOCATIONS. SHEET 34 of 34 IN 5 1 inch =8 0f. CV1 . 01 V Y Y v v V V IN to v 0 U r I Z 3 MATCHLINE, SEE CD1.02 4 ,., ram-.,.- - _ r »», _ �� „r°`:�-�° i !` ,!f !I t j f !; .. ,.,- �,•-'-.,, 0*�'2"; `%,.,, T \.�C9tk�., .� ?� f �-,.m...m ..n F/ -�„ �,,, \ ",. 2 \"N\ t� !. r1 ! 7 'N. - - - - - - - - - - - �..e � �,„ m,.- .....e..m m,„ ®...� ..., „,m ,a,« .°,�1 \ � � � ,'q � E T / 'i� �° 4 / i ! � °" ..- �' f w' _ ! ,^" `•. �IhJIT� OF s/ z- 4_ tr ,t� i F �, t� ter✓ " `; f�� r �e/� �` R'` � � ,� "`� i T ;f r� t ! ' �° .e'er• � i ' f !P' f .•. ." i 1 /' "' tea. ; � f P� 1 �9 f f � d' �'prL IEEE ZE P LNE , EX. �DftjP L s r`` " UIIE DE.,EX. 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Cb 5C $ DEMO. ----_ ----------------- EX� i QUA Lw iV 2n WW HOOTERS PARKIN w ItS El NORTH 5 PARR BRINCICMHFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 M 703 742 5904 KEYMAP a I� A I� Sill PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 M 561988 4002 [F] 561988 3002 Balfour Beatty Consruction A/EINFO For Conmender NAVFAC ACWq PACKAGE 1 SUBMITTAL front ban W" 06/12/2012 To SAT Date QDIMMIYM D-- TC KWIC RNR PMIOM X Branch ManagerX Chief EngfArch X LU A Z 50 0 50 100 1 "=50' R EPROJECT No.: OONSTR CONTR NO. N40085-11—C4008 NAVFAC DRANNG NO. SHEET 3 of 34 CD1.01 4 4 4 4 4 4 4 4 ID 0 r n U X 3 — ® — .Lrtii 'E rnr�-r rlurrJ MATCHLINE, SEE CD1.01 1 1 2 DEMOLITI 1"=50' 3 PLAN - BE( C) U W /W V 1 MATCHLINE, 2AQ A5/THIS SHEET a 5 -S 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 M 703 742 5904 K EYMAP MATCHLINE, A4/THIS SHEET 0 C� U SOUTH DETAIL 1"=50' A5 50 0 50 100 1 "=50' 5 - PGAL 791 Pads of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 [C) 561988 4002 [Fj 561988 3002 Balfour Beatty a 1I c11 z O F N a III NE INFO � ForConxnander NAVFAC PACKAGE 1 SUBMITTAL rrnr+nt 1w Dais 06/1212012 saft%cbrY To SAT Date DDIMMNYYY Des TC KWIC RNR PMMM XXX Branch Manager xxx Chief Eng/Arch XXX Z S LU - 0 i z WLd J L.. O U rl 7 W r m LL LU u O Cco �~ �1 ] W m amN/ w Uj cf W >7— _) _l z W LLI a 0 W W �cr- Q In EPROJECT No.: I CONSTR CONTR NO. N40085-11-C-4008 VFAC MAWING NO. SHEET 4 Of 34 CD1.o2 v. In I z 0 J 0 m W 0 <r . ��. .. ,:..•r 4 1 IC ID IA 1 �1 u xix )5vm iI' � Y ^ "} "3 P =�'. Py°g�° i ,y of -• �, A. pF \ � r .« - r � �'+�y j f � � �� � MUSS- :® �� a Ex LA asa i s � _ i a E � � MAC MITS �� � � � _iAl— TURBANCE _ ow �'' " t Ix m Ix FX DRAWS d; EK E to ' -4 4y, _ E c k g. `. ix Apw:r 4 SF&5 , SMM Box BE JL J. F : 1 ,...? i _L s� r e".seeznr c"-" >'..._ ti w~ f f� i rf s 1L '•.. �_»»="a 2 /7 i �4 qg AI Qf . ° DEW. EX. BRASH AREAji r x 4 NALT PAVtMENT Jl} 7. L`RASS y f E 4 �• i r 11 DRIB LINE I ju- TREEf 4INE DEMO. EX. 2 EX. CONIC STORM rr _.. r. UCIURE d _ A" 2 CPP EX. SIGN F,E 0. EX. RIP, RAP <° "SWP110" , it t t '� _ _'s - , u. EX SOArM-s--, AREA � a t( RtP11Rr�IP AALL f ?IP IN&\ _ 3 � � Ix cqlq� 1- Ia'4 _ rrs Aj --{-1i � 1.• 8' -� `' i , p. ems- '`'t " _ WAV ✓ ! ! "<.+ ° i � %.- d f r � ��} e dam- �� ^- ,•a of t F Al — DEMOLITION P 1 " = 50' 3 - BEQ 1 (A3 4 In 5 RAMCW BRINCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 [f] 703 742 5904 50 0 50 100 1 "=50' 5 all oll um Nm i e"m PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 M 561 988 4002 [F] 561988 3002 Balfour Beatty Consruction AeINFO ForCornnandw NAVFAC PACKAGE 1 SUBMITTAL onwot ksm Dmb 06/12/2012 To SAT Date DDIMMNM TC KWIC RNR PMMM XXX Branch Maneper XXX Chief Esg/Arch XXX CD Z Ir w W z 0 w w F_ J Q LL Q Q z i z LL[ L� Z 1 Y u U Q m LL u' IJ R D W W m_ I 1r_ Z LLI 0 O H O J W Z 0 Q j LLILU z Q Q LL X: o 22 J 0 0 I— U L1J T W �L Go EPROJECT No.: 796W CONSTR. CONTR. NO. N40085-1 1-C-4008 NAVFAC DRAWING NO. ####### SHEET 5 of 34 CD1.03 w 0 0 01 0 0 V _ _,u- V« 1LL \ , c Lp s LINE TABLE LINE LENGTH BEARING L1 259.57 N46039'45"E L2 102.70 N11020'30"E L3 .212.11 S89"59' 21" E L4 38.08 N00°45'48"W L5 47.54 N89°54'06"E L6 49.36 207.92 S01"03'09"E L7 N89"12'02"E L8 180.63 S62045'06" E L9 189.18 S49000'56"E L10 231.76 S77008'20"E L11 109.34 Q r r S 33 08 E 38 L12 86.73 S08"23' 16" W L13 288.72 S34°1548"W L14 226.45 S19'38'21"W L15 288.91 S73'19'15"W L16 172.12 S89'56' 15"W L17 236.82 N 04'44'59" E L18 257.04 S89028'21"W L19 177.17 S74°25'24"W L20 139.58 S78°30'53"W L21 134.08 584045'53"W L22 151.18 S81°45'37"W L23 439.63 S02`27'35"W L24 493.73 N 89°09'07" E L25 54.65 S01038'08"E L26 896.84 S87021' 17" W L27 146.89 N34"17'10"W L28 351.29 N 08`36' 30" W L29 347.63 N 31° 22' 35" E L30 389.03 N27029'53"E L31 368.58 S78'3625"E L32 210.23 N89a51'43"E RV RAW I BMP 1 Mm 25,961 0 54,619 8,545 0 0 0 10,425 99,550 BMP 2 860 0 21,715 1,130 0 0 0 0 23,705 BMP 3 280 0 0 12,226 0 0 0 40,923 53,429 BMP 5 7,575 4,480 0 1,338 0 3,160 0 0 16,553 BMP f 31,670 1.1,056 63,139 13,477 7,349 0 11067 23,552 151,310 BMP 7 1,992 0 0 14,229 0 0 0 149,193 165,414 BMP 9 78,292 0 16,293 0 0 0 0 0 94,585 �.'�,.a�":�`„,�^.:� \ � F r %f/ " �_ "�".. �.f� �. •' �,:'�` ���'.. �.."`.. i ✓i, / / s.�� ry "' '^, �"q``"`:'-.' `'`` �. z �� �Et`�Lia. �., ""`� j -. �... _� � •"' 'v-_" -- _ _ --.\4� � S �,`aa. - a „^ � `..-,.\�� � , Ffj f! .-.. ` �. �'-.... s ✓ .'�,�"`,, ;y^, w..-`�'-", y p,1 / . // r'. .'-'•, � O .'�, �-,`^".S\ \;y, '��`�^ '': -. 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Z E� mow LLJ f , r 0 J � E� 10 0 W PROJECT No., CONSTR. CONTR NO. NAVFAC DRAWING NO. SHEET 1 of 1 8 C 1 1 2 0 N NORTH 5 PARSON BRINCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 [9 703 742 5904 a a a Z 0 a W 0 PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 [T] 561 988 4002 [F] 561 988 3002 Balfour Beatty Consruction AIE INFO For Commander NAVFAC PLAN REVISION urrent Issue Date 09/04/2012 tlsfactorYTo SAT Dale DDIMMIYYYY D- TIC CJL hk RNR PWDM xx Branch ManagerX Chief Eng/Arch X Q W Z W 0 J Ld f n V CL _ Z C7 Q � O Q Z U U LLI U Z m � W rn 00. Q U) H O EuLLI z N 0 I L w Q o of 11f z o LLJ Lv m z Q O Cn 0 o I w z � Z w Q w n z � 0 w d z w LU — �' C/) d U J LL Z J w z j can a Q z O LL LL' 0 0 w F- w U w Cz U 0� Q IL � - m 1r� ?•, : EPROJECT No.: �j11 DNS CONTR. N . J [� ----' TR D D N40085-1 1-C-400$ NAVFAC DRAWING NO. BEQ GRADING PLAN o ####### 1 "=80, A3 SHEET 7 of 34 2 1 3 1 4 I 5 FEET) C G 1■ 01 1 ` J 1 inchnch = 80 ft. 4 4 4 4 4 4 4 - - - - - - - - - �.�-- - --• -.__ - -r—f,-s—r-Tf-*-s-�--• T— - , - ; u C 0 1 12 3 MATCHLINE, CG1.03 n KEYMAP 5 PARSONS BRIMCOMAHCWF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 [f ] 703 742 5904 all 511 MN FOW '` LJC. NIOL 034M .. &-1-.-12- .r AL PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 [9 561988 4002 [F] 561988 3002 Balfour Beatty Consruction AiE INFO For Commander NAVFAC PACKAGE 1 SUBMITTAL :amid bout Drde 06/12/2012 ww-,Ory To SAT Date DD/MMNM D- TC CJL hk RNR PMIDM XXX Branch Manager XXX Chief EnglArch XXX �,.�.. , I 1 I 47 _ 4 .15 I ...._ — .. ..: .... ...m N W - w .� .... .' _ , G F-00000 EG .7F - 8 EGCD z U Z _ _ .y. 69 —1 RCP i LLI �, O s RIFLE RAN DAD s EX. _ — �. - _Uj J — _ u. . .r_ _. P. b: a d, > r, Q Z d rn .. :. .p _ ... - v , p. w L.L O Z � VJ f^ W W Z z .� W W �/ J y W Z¢ m Z 0 o o LJJ Q Of W _ z I CL LU C's m GRADING PLAN -SHOOTERS PARKING S0_UTt_rA41 " = 30' E 30 0 30 60 1 "=30' 5 EPROJECT No.: 796558 1 N40085-11-C4008 NAVFAC DRAWING NO. SHEET 8 Of U CG1.02 4 V V v v V V i t 1 1 1 .,• ', , 4 0 5 n h IN F 2 LIMITS OF DISTURBANCE MATCHLINE, CG1.02 z 3 0 MATCHLINE, CG1.05 EX. WETLAND AREAS GRADING PLAN - SHOOTERS PARKING NORTH ill _ ,o A4 3 i 0 KEYMAP r.RAgq 5 PARSONS BRINCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA20170 [Tj 703 742 5904 aCIL W a 0 4 ELM CD i U RON RNM Um No. 034M _ WAIL 9 FG PROFESS. sEaa s I— Q PGAL 791 Park of COMMERCE BLVD. v SUITE 400 BOCA RATON, FLORIDA 33487 M 5619W 4002 [F] %1988 3002 4 Balfour Beatty Consruction ,vE INFO far Commander NAVFAC PACKAGE 1 SUBMITTAL rreethmmDMs 06/12MI To SAT Data DDIMMIYM ire TC CJL hk RNR PMIDM w Branch Manager xm Chief ErglArch )X W U D Z rLU Q LLJ J J V V d z 4 C7 U 0 Z W W w rn ¢ L U O Z Q z 2} ,, Z fn Q W W Z U Z ri Lj m SZ 0 r..��.. Ly PARKING ACCESS O DRIVEWAY W Q O V J 4 rZ V w I (n W W J U Z Q J Z -� W a O Z �Z 0 22 0 o Q _ LLI ICY_ 1 Q a a) Wo & vi m � EPRQIECr No.: 796558 CONSTR_ CONTR. NO- N40085-11-C-4008 30 0 30 60 NAVFAC !!6iiiii ####### SHEET 9 Of 34 1 "=30' 5 CG1 .03 4 n C Ivi U O a CD U J MATCHLWE, CG1.05 3 0 i KEYMAP i` O CD U MATCHLINE, A5/THIS SHEET BRINCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 M 703 742 5904 MATCHLINE, A3/THIS SHEET SOUTH DETAI 1 " = 30' A5 GRADING PLAN - BEQ 2 SOUTH 30 o so so �--30 0A3 1 "=30' 1 � 2 3 � 4 � 5 QD CD U oll III PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 m 561988 4002 [F] 561988 3002 Balfour Beatty Consruction A!E INFO For Conmranuer NAVFAC PACKAGE 1 SUBMITTAL :Unwrf haw Data 06112/2012 3ali w-yTG SAT Dew DDIMM1YYYY Dee TC hw CJL RNR pm/DM XXX Branch Manager xXX Chief Erg/Arch xm 7 Z W LLI J O L) J Z Vr Z V Z O CI7 LLI Z LU v+ ¢ W z rn � -� a�awLL Q H w O Qj f ) LaL Q © u' Q W Z o � Q M1 U) 0 O W 22 LLJ w z �y { ," 0 L QV W Q Z J W ZLLJ {..L LLI f17 O 1.— J O O w U u.i Z ce U a W m EPRO,FCT No.: ] CONSTR. COKM NO. N40085-1 1 -C-4008 NAVFAC DRAWNG NO. SHEET 10 of M CG1.04 F 4 V 4 V V V r 7i + +' .Y .� ,5 -..+�. . a� ?� .. F'. ri i •1 �' 4VV 4 r� I C� 0 N N N O ID IC ID in 1 1 9MP-7 WEST DETAIL 1"=30' 45.50 `v -I W'A MATCHLINE, CGI.03 m 3 GRADING PLAN - BEQ 2 NORTH 1 " = 30' HJ 3 r KEYMAP MATCHLINE, CG1.04 4 WI. 5 WS BRIMC"RHOff 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 M 703 742 5904 30 0 30 60 1 "=30' 5 a I� III PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 M 561988 4002 [9 561 988 3002 Balfour Beatty Consruction AM INFO For Ow rani r NAVFAC Activity PACKAGE 1 SUBMITTAL urrom Issue Date 06/12/2012 To SAT Date DDIMMNYYY Des TC CJL RNR PM7DM xm Branch Manager xm Chief EnglAmh xm W Z LU LU cD z z w U w m u_ O w U 0 LU m V , I� LL1 Q I� LL1 Y J z J LU LLJ Z Q Q LLI =z m p [J� LL Cr 0 0 LU1--U w w Q m m InBE j EPROJECT No.: % CONSTR. CONTR NO. N40085-1 1 -G4008 NAVFAC DRAWING . SHEET 11 of 34 CG1 .05 0 z N CY L LJJ l 1 1 I z Ia_ V z 1rr..�RR V V V V V V V 'i f 1' ;11 �' _:I: j �•.14., �..,S�4f5.—.�� � 'f _ .�.�_�_, _. _ _ _ «- �:.s�l�_.�'����: �?. � I C 1 1 2 3 MATCHLINE, CG1.07 GRADING PLAN - BEQ 1 SOUTH t " = 30' �"�J 1 1 3 2 C! KEYMAP BRINCKERHOFF 5 0�mbON 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 PI 703 742 5904 30 0 30 60 !!%6666� 1 "=30' 5 "1114121I \NCA 4 d a z E a cc c� W a PGAL 791 Park of COMMERCE BLVD, SUITE 400 BOCA RATON, FLORIDA 33487 PI 561 988 4002 [F] 561 988 3002 Balfour Beatty Consruction VE INFO For Commander NAVFAC AcNty PLAN REVISION urrent Issue Date 09/04/2012 adstact To SAT Date DDIMMIYYYY Des TC nr CJL hk RNR PMIDMX Branch ManagerX C7 C Z C LPL I LL LLI C z Lx _ a z U W to H C LL W Z L J 2 U � � LL' u. z r� z LU LL 0 w CDI z LU 1 1 J i LL i NN V ) b w m EPROJECT No:. j CONSTR. CONTR. NO. N40085-11-C-4008 NAVFAC DRAWING NU ####### SHEET 12 of 34 CG1.06 /0//� V! f CY mW L-L..I I Z 0 Z Q 0 4 9 E 0 l 0 I I i 4 01 A. Q 0 z M a 0 z 0 c� c� m 0 1 U I CV 1 CD U Ln cn a rn 0 U 0 0- U Q ca / Z CD V) 0 b a L n a U I m I co N CL Z' V n a / 0 U N L S LQ N O CV r F` O ID IC ■ Ln 0 L 1 2 3 4 KEYMAP - �. - — ---- ..... -" - -- <�I�- \` t off MATCHLINE, CG1.06 LIMITS OF DISTURBANCE GRADING PLAN - BEQ 1 NORTH i = lo' HJ EX. BMP-2 5 PARSONS BRI Y"%AFi fit FFIL 465 SPRINGPARK PLACE a HERNDON, VIRGINIA 20170 [9 703 742 5904 NORTH �I o I Moil EX. WETLAND AREAS NMUFAC LIMITS OF DISTURBANCE RON FRdMM � a$tox�►L � w � ROFESSIONAL q/ 14, 14, PGjU y 14, -4, 791 Park of COMMERCE BLVD. SUITE 400 w w y BOCA RATON, FLORIDA 33487 4 m 561988 4002 [Fj 561988 3002 w Balfour Beatty Consruction AIE INFO For Commalxkr NAVFAC PACKAGE 1 SUBMITTAL nwd EEC ow 06/1212012 dory To SAT oaw DDIMMIYYYY TC - CJL kk RNR PMlDM xxx Branch Manager xxx Chief EngfArrh xxx LU D U W Z rWUj LU rnn O -J -x V C_) a. 5:Z 0Z g Z U O W Eli Y IL In ¢ W CD J zv CL = W Z U r- Z a Q O SEE RETAINING WALL I¢i ; M CU Z PROFILE, SHEET CG2.05 o w z m C C/) o w m z I w Z Z C 3 c� w In W w J W _Z Q J 0 LL Z Q J W W Ir Z Z O (n _J a � W w W Uj US m EPROJECT No.: 796558 i CONSTR. CONTR. NO. N40085-11-C-4008 30 0 30 60 NAVFAC DRAW10' ####### SHEET 13 of 34 1 "= 30' 5 CG1.07 4 4 4 4 4 4 4 ❑C a LIMITS OF DISTURBANCE 1r EX: RIFLE RANGE ROAD O O El INFILTRATION BASIN DIMENSIONS BMP SHWT ELEVATION (FT) TOP OF BANK (FT) BOTTOM ELEVATION (FT) STORAGE ELEVATION (FT) SIDEe.e SLOPE (1V:_H) 1 45.5 50 47.5 49.73 3 3 43.5 49 45.5 47.51 3 6 45 50 47.0 49,30 3 7 42 48 45.5 47.79 3 8 41 46 43.5 45.72 3 9 43 48 45.5 47,90 3 GRASS CHAN N EL CALCULATIONS ID A (ac) C 125 Q25 Channel Slope (ft/ft) NormalFlope Depths (ft) ) Velocity (FPS) Manning's n CHANNEL#1 0.36 0.7 10.98 2.57 0.024 0.76 3.00 1.49 0.078 CHANNEL#2 1.08 1 0.9 1 10.98 1 10.08 0.030 0.95 4.00 2.75 0.056 CHANNEL#3 0.73 1 0.8 1 10.98 1 6.43 0.017 0.77 9.00 1.20 0.085 CHANNEL#4 0.4$ 0.7 1 10.98 1 3.58 0.035 0.55 1 10.00 1.14 0.1 5 i�.ARSONS BRINCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 M 703 742 5904 a C, 9 4 6AL Park of COMMERCE BLVD. rE 400 .A RATON, FLORIDA 33487 61 98B 4002 61 988 3002 Ifour Beatty nsruction NE INFO mmanderNAVFAC PLAN REVISION t Inue Date 09/04/2012 Am To SAT Date DDIMMIYYYY TC CJL Chk RNR w i Manager xM .nWArch W t t u_ 8 - `u v. L F L z S _ wLL- 0 F- z w i W ui Ld w J U Q Q � U uj m LL O Lu �0 J 5co _ cn Of ':1 W y= m O r `- C/) I s � w N 7 � IJ u Q IZ u 1❑ 7 W Z F- O C O z L cr- J w W C w > N m O � J o Lu w Z U QM c C W f X LIMITS OF DISTURBANCE 207.0' 2 3 I C. EX B � T. WASGTON RO D 2 5 PARSOMS BRIMCKERHOFF 465 SPRINGPARK PLACE 1 HERNDON, VIRGINIA 20170 [9 703 742 5904 LA. WILILr%IYLJ AREAS LIMITS OF -._. DISTURBANCE € t f �l IL a a - � C R s ~it 9 f r � *ar O .- fit[s 11�!!M PROFESSIONAL SEAL 10 S EQ 1 55.6' an?GAL as p 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 M 561 988 4002 4 : [F] 561988 3002 - Balfour Beatty Consruc#ion AIE INFO For Commander NAVFAC PLAN REVISION urnent Issue Date 09/04/2012 fidaclory To SAT Date DDIMMfYM Des TC n~ CAL kk RNR PWDM XXX Branch Manager UX Chief EngWch X Cn z z U 40 80 5 (IN FEET) 1 inch = 80ft. ¢ 5 :e J �rLLRJ J V L) a5; Z U 00 Q z ER w w w U Z m LJJ J w U a. Co IL cn H 0 LU w Z c> z w0 J �� ,J ¢ 1L- // 1--I_ J 1;] cri ¢ LU L1J Z 0 Co O Q tr o � F— Z z N LLJ D Z C V of F—/ L vJ L 0 J O LL. Q LLJ 0 ¢ z En Of LLJ Q Z a o I J 0 0 LE.1 F— W U LU U LU M� C13 o � � EPROJECT No.: 796558 CONSTR. CONTR NO. N40085-1 1 -C-4008 NAVFAC DRAWING NO. SHEET 20 of 34 Cs1.00 E 4 4 4 4 4 4 4 IC v■ IA 1 2 3 MATCHLINE, CS1.02 GEOMETRIC PLAN - SHOOTERS PARKING SOUTH 1- = 30' 3 WA 4 KEYMAP II I mu 5 PARSONS BRINCKERHOFF 465 SPRINGPARK PLACE ' HERNDON, VIRGINIA 20170 [T] 703 742 5904 NORTH 30 0 30 60 1 "=30' 5 all oll 0 F W 01 Ell Lk-. No. 034M ONAt PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 [T] 561988 4002 [F] 561 %8 3002 Balfour Beatty Consruction AIE INFO For Commander NAVFAC Pawy PACKAGE 1 SUBMITTAL a.,.M hmm o.h 06/1212012 3lsraaoryTo SAT Dw- DDIMWYYYY D- TC CJL hk RNR PMIOM xm Branch Manager XXX Chef EVArch xm C7 Z W W z z W w W U wz w ui Z z g ►1_I Q w ro Vw m mLL 0 0z Z tti O cl) Y '/�� v , UJ Mid r n 0J W w o o Q = a W0 1r V ) I_ Z w CU LLI co W It a) O F— LLJ 0 w o'^] Li(/LLJ V 4. OS C6 ' . W 0 EPROJECT No,: 796558 CONSTR. CONTR. NO. N40085-11-C4008 ####### SHEET 21 Of M cs1.01 ID IC V IA KEYMAP 5 PARSONS BRINCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 MATCHLINE, CS1.01 GEOMETRIC PLAN - SHOOTERS PARKING NORTH so o ao so 30 A4 � Z ' 3 I 4 f 1"=30' 5 CL a I 9 11 WM WE uc. No. 034M - ANAL _ PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA W87 [fj W W 4002 [F] %1988 3002 Balfour Beatty Consruction ME INFO For Commander NAVFAC PACKAGE 1 SUBMITTAL Cwnmd Www D99 06/1212012 To SAT na* DDIMMJYYYY o« TC CJL hk RNR PMIDM XXX Branch Manager XXX Chef EVArch XXX w W O -' J r (h V U Z Z O W W� 0 g O LU za W Z z w m Ur w ~ v z z w o � 0— Z � in K C LLJ LLJ z 0 Q = z V) w a LU r� VJ J v¢ _J IL IL Z W U W a w 03 0 LLJ � O a O J W z °' u0.1 = 0 Ld U LU o� EPROJECT No.: 796558 CONSTR. CONTR. NO. N40085-1 1 -C-4008 SHEET 22 of 34 cs 1 .02t 4 4 4 4 4 4 4 3 vi a U Q' w M 0 w ca n O I li! U I _o I r17 3 rn O U N V d N Z CD En W d [V C, O Of O U 0 U I O m I ED 00 Q N V QI .o a / G 0 0 N / ID In KEYMAP MATCHLINE, CS1.04 NORTH 5 PAMCW ► BRINCKEAHOFF 465 SPRINGPARK PLACE 1 HERNDON, VIRGINIA 20170 [9 703 742 5904 MATCHLINE, A3ITHIS SHEET 1" = 30 0, A5 GEOMETRIC PLAN - BEQ 2 SOUTH A3 30 0 30 so 1 2 3 q i n=30' S lam 001 a!I a 11 C!1 PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 [T] 561 988 4002 [F] 561 988 3002 Balfour Beatty Consruction Alf INFO For Commander NAVFAC PACKAGE 1 SUBMITTAL awwffl how DaW 06/12012 m rTo SAT Date DDIMMNM Das TC CJL Ohk RNR MOM Vxxx Branch AlarwW Mn Chief E4Arch xxx LU 1 g r] 1 v Z 1 1 i LU i LL _ I � O V J v I a LU N Or � /'M vJ L/'�id/� I N� 4.L�w LU U V J LU Z :2 w Q Orn UJI —j ' LU 1 U - Q �m EMOJECT No.: 796558 CON' TR COKIR NO. N40085-1 1 -"008 SHEET 23 of M CS1.03 I cn tri Z U C 0 w ca 04 n 0 i U 0 U O n. d- i Z N CY U 4� 0 U I C7 w co co 00 N t1 U d .a / U O N z / / IL i2 O N 0 N N O iv O ID IC IA 1 2 3 4 KEYMAP le0o n72.2' i R25.0' +.f '�_ LIMITS OF R15.0' DISTURBANCE `} r77)64.8' 1 22.2'1 �..• � R20.0' 2.0' F R10.0' `- W 3.8' N 309,579.13 LLJ�= 2,466,632.85 W 82.4185.4 81.7�� 30.8 n48.4' ,- J 1 V " BMP-7 y j 63.31- 643, 1 1 i I R15.0' 26.1' �_ / ; I N 81 722 "J 185 42.2' __` . ; ` EX. WETLAND AREAS _ 00 � R74.0' � 3.1 SAND TRAIL F' r'\86.4' CONNECTOR -f' %II R82.0' o N . � c� Cam, r195.5' N 309536.91, � E 2,466,633.� FOREBAY-- R35.0' - 357 R47.0' _ 35.T R133. WEST DETAIL r=ao' MATCHLINE, CS1.02 EX. WETLAND AREAS R142.0' - R150.0' GEOMETRIC PLAN - BEQ 2 NORTH 1"=30 MATCHLINE, CS1.03 it 5 PARSONS RRINCI[ERHOFF 465 SPRINGPARK PLACE 1 HERNDON, VIRGINIA 20170 M 703 742 5904 NORTH 30 0 30 60 1 "= 30' 5 Ill NAWFAC c RON RICE UQ No. 034M j2— �d$f OVAL PROFESSIONAL SEALS PGAL 791 Park of COMMERCE BLVD, SUITE 400 BOCA RATON, FLORIDA 33487 M 561988 4002 [F] 561988 3002 Balfour Beatty Consruction A!E INFO For Commanaef NAVFAC PACKAGE 1 SUBMITTAL t lama Daft 06/12/2012 To SAT Dow DDIMMIYYYY Des TC h CJL hk PM/DM xxx Brandt Manew xxx o Chief E*A`m xxx 0 w U =z) Z WLU rn ���a ) /w V V7 Z z L a� w CD V J = W J co w ~ `' z Z ~ LLJ z �a EE g� O U) z 1' CY C'4 z p W m LLI o w c� W I z � w Q z w Q VLLJ 0 w U W J W �Q W W O Z U r)/ LI..� z 0LL � O Q W ul LLJ a) R N W Ed 00 0 zj EPROJECT No.: 796558 CONSTR. OQNTR. NO. N40085-11-C4008 NAVFAC DRAWING NO. SHEET 24 of 34 CS1.04 V 0 Y Y E m 2 FBI MATCHLINE, CS1.06 3 GEOMETRIC PLAN - BEQ 1 SOUTt_A41 " = 30' N 0 KEYMAP 5 PARSONS BRINCKIERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 1 [T] 703 742 5904 NORTH 30 0 30 60 1 "=30' 5 Lm a c totAv It�r>� Rya 9 4 r � 4� ��f��t`�'srt�i�l�•��t�``r��e PROFESSIONAL SEALS PGAL 791 Park of COMMERCE BLVD, SUITE 400 BOCA RATON, FLORIDA 33487 M 561988 4002 [F] 561988 3002 Balfour Beatty Consruction A!E INFO For Commander NAVFAC ACUWty PLAN REVISION Current Issue Date 09/04/2012 SefisWoq To SAT Date DD/MM/YYYY Des TC - CJL Chk RNR PWDM xxx Branch Manager mX Chief EngrArch XXX Lai Lj Z W o (Lz Z 0Q 0 Z U � w U Z w w U 0, m L W Z U Z H w J Z I. -� O a ¢ U) C/) J p � r Q Z � O w r r 1 w I z � W Q z w D Z W 0 w W U Q J LLJ Lj- Z w O E]! Lv LLI z cn O C� IF — ILL. J 0 0 w Z w 2 "a m z Q ID Uj w ;E m � EPROJECT Na.: 796558 CONSTR. CONTR. NO. N40085-11-C-4008 NAVFAC DRAWING NO. ####### SHEET 25 Of 34 CS1 .05 a 9 4 4 4 4 4 191 10 10 N N N 0 n 0 M O r cn U W Z_ J U 1 1 2 EX. MESS HALL MATCHLINE, CS1.05 2 3 4 KEYMAP 5 PARSONS BRINCKERHOFF 465 SPRINGPARK PLACE 1 HERNDON, VIRGINIA 20170 IT] 703 742 5904 a �I 0 CLIMBING a WALL ca LIMITS OF o DI TURBANCE �4 EX. BMP-2 ^t 1 A 1\1 1 IA t1I rr►Inr GEOMETRIC PLAN - BEQ 1 NORTH 1" = 30 3 r n11.6' FOREBAY _? CONDENSING UNIT 7' TALL FENCE ENCLOSURES WITH )AD m EX. WETLAND AREAS rn11.9' \ 83.1' n6.4 LIMITS OF DISTURBANCE i BMP-3 1 r (� r I55.8' R43.0' r R55.0' —p.04� 36.9 0 '36 B J1, 7.0' 4 Ie7�10. VOLLEYBALL • . now COURT _.— 82' ATFP SETBACK �- HORSESHOE PIT (TYP. OF 2) END OF WALL y— RETAINING WALL WI HANDRAIL RECREATIONAL SHELTER �— DRINKING FOUNTAIN ��— END GUARDRAIL ON RETAINING WALL o � cas GRILL l—TRANSFORMER -zD ? ! 30 0 30 60 1 "=30" 5 Ell � t MN RICE LJc. No. 034M .b� (9-.IZ�IZ_ 'k!tONAL _ PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 M 561988 4002 [9 561988 3002 Balfour }Beatty Consruction AEINFO For Cmmmder NAVFAC Aavq PACKAGE 1 SUBMITTAL :uns+ Issm DW W12/2012 W*factm To SAT Oats DDIMMNM TC CJL nk RNR Pm/I)m xxx Bmrzh ManeW xxx Chief E*Ara, xxx Wz w O > Z CD � U z W w � U z EA w w �pp w CD FI-03 Z w a N 1..L p a a .—. Z {cf)Ga V Q Z) w !- z m 0J � m � LU 0 I z � W Q z LU z C3 w w w V H U U Q Ll Z m LLI w O a ¢ V z N CL IL 0 o J w � w c3 z _ �m Q to [�] EPROJECT No.: CONM COMB. NO. N40085-1 1 -C-4008 NAVFAC DRAWING NO, ####### SHEET 26 of 34 cs 1.06 lam' sr r i„' I. ,1 ,I �• e S— - .. ;T- y'i .. ., i , - lit ..,r i, .'1 1,7 d.� 7: 1f. 9..} ..1 } �• i� .� -r,, I s'l7 i, f 'i W rn 0 N U I MI O CV I cn a, 0 Y (1 a J L) U U N 04 0 a 0 C 0 cD C C 0 U I a m co N 2 - o 1 12 U 3 4 5 PAMONS BRIfNCKERHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 [T] 703 742 5904 ° INV=51.85- 1NV=51.44/LLJ _ 0 Co- a-7 ,4' __--- ` IN1=5 1.71 _-CO-914 INV=51.85___ ._. ENV- 52.41 €i CO- 1= / 14 CO- I 0-ip 4 1619 INV=52.10 INV=5t.35'- _ I i 3 __ C0-15 0 7. -�-i OQ`14 i E INV=50.90 3 8 .. 2 MH-14 NV IN.,. 51.2� � - , �N_�=49 INV ',IN =50.71 _ 0417 4 =50.74 , � CO-2 I r INV OU-54:64 IN - OINV-5':1.73 1=-5il29 - V-- _ JI/....... BEQ 1 51 INV IN W51.46 _ ' -�C 7 M'` �aINV= _ OUT= 9 -- = 85 [ - 2a [ ' i I N 50' 15 i ` '3 ? . 71 'd' I C NV `IN SO s � : N BEQ 2 ®CO-20 STtGI-4 33 ; LI `.- , - R - • CO1 4- NV OUT,50 52 --- _ V I N E INV 51 70 - :-� -- - 5 :7+64.88 f T INV 1 50. 5 -� 06 _�� a 4 4 - INV I >S=51.9 Co IN 513 � �. +:' 4 � :r• o: - R14 EL=52ap0 -1p �' � ! g 7 .� �.', INV-52.85 f 7--....� INV I 1=1.$� co CO9a _ j iC� NV OAT=50 55.�'. , a -- - 4INV/IN'� A - J '- -- J 5 I \ I r _ - _ -- ..... v, ----'J - =50a 01N1 1 - - . -� -, �, ; .1w .90 C f _ " /l �. - - _.._ _ 14 CO-2a �,Q- ----- - [ 14 _14 52. Q - INV=51.12 1}8 . i CO 4 y IN � y ¢ � �, J I ~- - .. INS=5:49 -- INV51 5 0 5 �, _ - _� 3 v 3 J 7 h r=r . _ V+17 I 10 Co _ V I ' . _ _ ---- I -IN= 52.46 CO 11 C - - 45 _ _ ' I i a i INV IIJ: S=S2.20 I s _P0. --- - PG- 0IN -. --- , V-51 80 ------ Imo,: - ��.- ca I r .�. .. i 1 4 13 - 1 ST-GI-5 - - a 14 - - 6 ❑ co �D -- COCO-13 - - T - a ---- - STA:6+05.18 y. INV-52.28 i; 3 JNV=51,44 - 0- 2a 4 INV-5i . 5 - _ - 51.85 -- = 4+50 S+OQ 5+50 6+ RIM EL=54.91 - - - - - - -- - w 0 3+50 NV=47 98 50 3+0 - -T 73 f s ST ES 7 R---._..--- ��CO C CP q ❑ P 21 R - � -9 CT _ - iNV� E a - INV=52.85 ' INV ski, �01.80 RIM E =49.85 I BE 2 STORM DRAIN PLAN VIEW ROOF DRAIN PLAN 0 SAND/SEDIMENT SEPARATOR 1 " = 50' B2 1 " = 50' BS PER DETAIL A4 I cO o`q I a'. �_ CD o ❑ 4" PVC PIPE ® 1 % 60 - I III E } _ . _ . �I ...II g5 - n o - " �i . __. (STING - _ _ - - i .._. °°1 - . rn i o � I ❑ 8 PVC ® 0.5% . _ E J o 3 - - w --_ GRADE i . -J V]I N c� C14 _ _ GRADE 1 10' _ _ I NISHED , � �? � I �, FlNI HED � � CLEAR � � � � � ® 8" PVC � 1.06% 55 _ --- - -- - i a '. „,. .. x " fiQ w w " -r-- EXISTING , € ❑ 8 PVC ®1.05% 05 CLEAR w � w � _____..�_. ____ _._._ __.___._ 5 55 i FINI HED 18" RCP; ,. GRA E ® 12" ® 0.5% -159.5 0. jI N i 1 S=0.50 R LECT FILL AT 7 6" 0.5% -.... [ 55 95 COMPACTION ❑ ... 50 i z I I o 9 8" ® 1.0% a 45 - - - - 36 RCP ; CLEAR 21 " RC Z I Z _204.3 50 - - - - - -, LAJ " _RCP j j L=403. 8' I z 45 i x S=0.72% ' •. , o BEQ 1 RAINWATER HARVESTING Li 85.78 - S=0.50° CISTERN PER DETAIL(;1 _- =0.60% --- - - - N -- - ---- - - - - -- - - � z 18" :RCP _ -CD � ._... - - _-__ -. _ -_ _ �_ _._ " I __ ► , BEQ 2 RAINWATER HARVESTING - _.._. - _ m --- U' " - Lo32 42' 45 _ 23:91._, --- CISTERN PER DETAI 2 RCP x L 1 I_ i o $ I - o z . _ Z - - b� z - - - i S=0.50% m EXISTING � 12 STORM SEWER MANHOLE PER DETAIL B2 z - - -_ - �._. e c - - - - - - x x -- t- - - - - - -co -1 C4 RAD B2 - _ _-� - -- G E' _ 35 _ o II n - - - ---- _ram __ o °� g 1 _ a' II 1 GRATE INLET PER DETAIL 10 _. cV oo II n II I 40 -CD.... ..... .. ..._._.. R Q - °° nC14 n oo r + + za + - + a N 14 CLEANOUT PER DETAIL D5 ri II II /�/ A r- - .L111 __.- -- - - _ -__ - r` .' - - - - -- _ z N 15 SNOUT STRUCTURE PER DETAIL � A2 cc if 17 _ z ++-cy) � z + + ++ � + + 30 35 16 END SECTION PER DETAIL A4 I - - - co I (D n 11 !• • j - d I - �j. 'CC •Q Q' j - d> o Q o 0 o r- o CD o� a N o c 17 RCP BARREL WILL MEET THE z + + + + + + + + + + + + ± + ± + N N N 25 - , N REQUIREMENTS OF ASTM C76 ST-MH-1 TO ST-GI-7 PROFILE A5 0 Q Q C) � Q 4 C) Q C) � C) Q `� ST-ES-8 TO EX-ST GI H:1 „=50' v:1 »=5' bri � L:C) � lf7 o LL') o L!7 0 1.C7 Q In CD „ - + + + + + + + + + + + + + + + + + + + + + + + + + + ++ N cv r`' "' In "' co c0 '� '� r` H:1 "=50' V:1 "=5' A4 50 0 50 100 ST-ES-7 TO CISTERN CONNECTION H:1 "=50' V:1 "=5' � 5 1 2 3 4 1"=50' S 1 y=5p } RON RICE Um ?w 0"m L PGAL 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 rq 561988 4002 [F] 561988 3002 Balfour Beatty Consruction !VE WO For CommorK @r NAVFAC ACbWty PACKAGE 1 SUBMITTAL :um�nt Imo Deb@ 06112/2012 kbbc,myTo SAT Deb@ DD/MWIYYYY D- TC CJL RNR Mom xxx xm �Z w a Z z ZQ U � W w U w Lu L J_ w H J :5w O co O LL t2 Zo' w Z m � Q o W z � � LLJz = z w Z a w cn Z3 rrLL/•�1 vJ z O W W (n Z� wZco 0 CL J 0 o Z 2 LU J.D U < W CO EPROJECrNo: 796558 NO. N40085-11-C4008 NO. SHEET 28 Cf 34 CU2.03 c w C V Y Y Jr S � � U C a I l 48.8 4Q 24'-12 RCPI __.. y ST--ES-6 6 STA:1 +00.00 BEQ 1 STORM [ 1 " = 50' 60 .� - c Ul) � LO L I II• F I to � II' UJ 55 G E EXIN G GRADE R LI 50 qFT- z 15" RCP 1 "RCP a 45 5" RCP _ —�L.74.41' =108.93 S=.0.50% , ' 5�0.50% � =0.50% 40 00 rn o to OD 11 o00 II ! II 0 35 o z m zQ nzo ry coo + , +�W `.'Wr + "'W .. .. 30 N N N r r} rY7 ST-ES-1 0 TO EX-ST-GI- H:1 "=50' V:1 "=5' �� 1 RIM EL=52:00 CL - E I ` j - +�-- _-SN-1 1 .+.......» i RIM EL=51.39 - -48.59 INV. t` j i )RAIN PLAN VIEW% DL 2 65 60 55 z 0 50 w w 2A 35 ST-MH-3 TO EX-ST-GI-3 H:1 "=50' V:1 "=5' B3 3 3 60 55 50 z 0 45 W 0 35 30 T, N [V r� tY7 ST-ES-9 TO ST-SN-1 H:1 "=50' V:1 "=5' B4 60 --� cn GRADE t O i I I urn Ii. LO II � � FEXISTIN GRADE W „ I X W LJ L�J 55 15" RCP L=98. ' 4 L=24.34' _ S=0.5 S=0.49% p d 50 1.171 o COVER.... ........... 45 W CLEAR z x c� IL..... ' 40 ...... .. . W m O cD ......... 35 30 0 o a r.0 o 0 + + + + +F ++ N N N N ST-ES-6 TO EX-ST-GI-4 H:1 "=50' V:1 "=5' �4 E IN 5 PARSONS GRIN ICEAHOFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 [1} 703 742 5904 ❑i SAND/SEDIMENT SEPARATOR PER DETAIL A4 ❑2 4" PVC PIPE ® 1 % ❑3 8" PVC ® 0.5% ® 8" PVC @ 1.06% F-5] 8" PVC ® 1.05% © 12" ® 0.5% ❑7 6" 0 0.5% ® 8" ® 0.7% ® 8" @ 1.0% 1 q BEQ 1 RAINWATER HARVESTING CISTERN PER DETAIL(; BEQ 2 RAINWATER HARVESTING CISTERN PER DETAIL[2� 1 STORM SEWER MANHOLE PER PER DETAIL B2 13 GRATE INLET PER DETAIL B2 CLEANOUT PER DETAIL D5 1 5 SNOUT STRUCTURE PER DETAIL A2 16 END SECTION PER DETAIL A4 17 RCP BARREL WILL MEET THE REQUIREMENTS OF ASTM C76 10 5 C LU a 0 a a co W 0 RM IOW Lim NO. OHM PGAt 791 Park of COMMERCE BLVD. SUITE 400 BOCA RATON, FLORIDA 33487 M 561988 4002 [F]561988 3002 Balfour Beatty ConsruCtion kE INFO For Comm&-4 r NAVFAC AMVKY PACKAGE I SUBMITTAL :wTem bs» Dow 06/1212012 39sfacioryTo SAT Date DDIMMNYYY D- TC CJL F RNR Pmm xxx xxx Chief EVArch xxx z LJI 0 O J Z � C U 0 � � � U w U U- W w ~ J uz r g w O LL v' (� IZ W Zo z m � oz z a- W = z_ z LU /�/''�� IJ W U U z J LU c/) LLI 0 J 0 o Z W =LIJ m =Q z U n �� Q �; m 0 �� EPROJECT NO.: 796558 STR CONTP, NO, N40085-1 1 -"008 NAVFAC DRAWING NO. ####### SHEET 29 of 34 CU2.04 - BARORSTEEL FABRIC REINFORCING 1'-9" 2,-3" 3•ppR�X y.._� . •. ..• 1 SAD AF D 611 4' C lie SECTION A -A 1 i31n r►in ^Ll ni lri rr rLln rrrnT�n►�n PROVIDE 4000 PSI 2 LEVEL PREADER CONCRETE (0% SLOPE) GRAVEL BLIND SWALE BMP OUTFACE OR DITCH OUTFACE 2' FRONT ELEVATION #57 STONE 3 ENGINEERED - FILTER STRIP 0, CONCRETE LEVEL SPREADER LIP B A GRAVEL BLIND SWALE ENGINEEREQ/ FILTER STW (6" TOP SOIL WITH SEEDING PER PERMANENT SEEQpG SPECIFIWON) #57 STONE ON FILTER FABRIC A 16.0'i_ 50.0' f 3.0' LS-VFS WITH ENGINEERED FILTER STRIP NTS cci.te-cGt.za VS LEVEL SPREADER ELEVATIONS ( FT) BMP A B C 1 47 45 80 3 45 43 52 6 43 40 100 7 48 44 95 LS-VFS NOTES: 1. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF. 2. THE LIP OF THE LEVEL SPREADER SHOULD BE FREE OF ALL OBSTRUCTIONS, SET THE LIP OF THE LEVEL SPREADER 3-4" ABOVE THE EROSION CONTROL STONE TO AVOID BLOCKAGE. 3. THE VEGETATED FILTER STRIP SHALL BE A MINIMUM OF 50' LONG MEASURED FROM THE LIP OF THE LEVEL SPREADER TO THE WETLANDS. 4. THE VEGETATED FILTER SHALL BE AS WIDE AS THE LEVEL SPREADER MECHANISM. 5. THE VEGETATED FILTER SHALL BE GRADED AND SODDED WITH A SLOPE NO GREATER THAN 8%. INFILTRATION BASIN NOTES 1. THE BOTTOM SHALL BE EXCAVATED 4" AND BACKFILLED WITH CLEAN SAND TO THE BOTTOM ELEVATION SPECIFIED. 2. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVER -EXCAVATE THE BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEERED APPROVED SANDY SOIL MATERIAL. 3. IF THE BASIN IS USED AS AN EROSION CONTROL DEVICE, THE BOTTOM MUST BE COMPLETELY CLEANED OUT, OVER -EXCAVATED 6" AND BACKFILLED WITH AN ENGINEER APPROVED SANDY SOIL MATERIAL. SIDE VIEW A PLAN END SECTION Cl NTS CG1.18-CG1.24 I 15" BYPASS FLOW OVERFLOW PIPE WEIR 4' BYPASS FLOW ORIFICE TO BYPASS SWALE INFILTRATIONFLOW - FLOW - _ OUTFACES AT BASIN BOTTOM ELEVATION _ 4, INVERT IN SIDE VIEW TOP VIEW *NOTE - SEE PLAN SHEETS FOR EXACT PIPE LAYOUT *NOTE -INVERT ELEVATIONS ARE LOCATED IN TABLE 1 ON THIS SHEEP. BYPASS STRUCTURE TYPICAL (1,3,7 & 91 nNTS CG1.18-CG1.24 NCDOT CLASS "B OR 1" RIPRAP SEE ST'D DETAIL 876.02 FOREBAY TOP OF BANK BOTTOM OF BASIN 2' MIN STORAGE ELEVATION INFILTRATION BASIN TYPICAL CROSS SECTION NTS CG 1.18-CG 1.24 hG 2 4" MIN CLEAN SAND SHWT ELEVATION LOW TO Y BASIN dO FROM FOREBAY SIDE VIEW A *NOTE -SEE PLAN SHEETS I TOP VIEW FOR EXACT PIPE LAYOUT SOW FROM FOREBAY BYPASS STRUCTURE BMP 6 NTS 4� OVERFLOW WEIR PIPE TO L SPREADER STRUCTURE 6 NOTE -SEE PLAN SHEETS FOR EXACT PIPE LAYOUT FLOW SPLI17ER NTS CG1.18-CG1.24 �`t% 3 OVERFLOW WEIR ELEVATION=48.60' FLOW 15" BYPASS PIPE TO FLOW SPUTTER 5 PARSONS BRINCKERf OFF 465 SPRINGPARK PLACE HERNDON, VIRGINIA 20170 [i] 703 742 5904 OUTFALLS AT BASIN BOTTOM ELEVATION uj 3 - 4I INVERT IN SIDE VIEW OVERFLOW WEIR ELEVATION=48.60' 12" PIPE TO BASIN 15" BYPASS PIPE TO O FLOW SPUTTER CG1.18-CG1.24 n„ u u INVERT=46.60' GROUT BOTTOM OF a. s STRUCTURE TO THIS 4' INVERT=45.0' ELEVATION SIDE VIEW A INFILTRATION BASIN DIMENSIONS BMP SHWT ELEVATION (FT) TOP OF BANK (FT) BOTTOM ELEVATION (FT) STORAGE ELEVATION (FT) SIDE SLOPE (1V:_H) 1 45.33 50 47.5 49.73 3 3 43.5 49 45.5 47.51 3 6 44.5 49 46.5 48.60 3 7 43.5 48 45.5 47.79 3 9 43.5 48 45.5 47.90 3 Table 1 BYPASS STRUCTURE PIPE TO BYPASS STRUCTURE PIPE TO INFILTRATION BYPASS ORIFICE/PIPE ELEVATION (FT) PIPE SIZE (IN) INVERT IN (FT) INVERT OUT (FT) LENGTH (FT) PIPE SIZE (IN) INVERT IN (FT) LENGTH (FT) 1 12 48.00 47.70 10 12 47.60 12 49.73 3 12 46.00 45.70 33 12 45.60 13 47.51 12 46.00 45.70 15 6 8 48.00 47.75 51 12 46.60 22 45.00 12 46.73 46.60 25 7 12 1 46.00 45.80 30 12 45.70 11 1 47.79 9 12 48.00 47.90 6 12 47.90 142 47.90 a a a W a 0 0 a N w 0 49 0 V