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704 945-3340 Voice ~ 704 532-9673 Fax ~ Y~1
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o ENG]NEERING PLANNING LANDSCAPE ARCHITECTURE• LAND SURVEYING Inner Harbor Center j 400 E• Pratt Street, Suite 902 Nashville, Tennessee 37203 SHEET 01 of 167
1935 Tweet First Avenue South Nashville, Tennessee 37212 Phone [phone] Baltimore, Maryland 21202 y tel [phone] fax [phone]
~ www.edsaplan.com Phone: [phone] Fax: [phone]
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PROJECT TEAM: LEGEND DRAV " CIVIL DRAWINGS AUVIN IN D E~~ T~.~T~ °'2ItiTE CARPS
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SHEET # TITLE INCIDENT & INJURY FREE SIN LES16N 0 ACCIDENTS
OWNER• ~~OLPOIM SHEET# TITLE WATER VALVE CLEAN OUP L-0.00 OVERALL LAYOUT PLAN LIVE SAFE VIVASEGUBO WORK SAFE TfiABAJE SEGUBO
ATLANTIC MARINE CORPS STORM DRNN ~HO~ GI-0.00 COVER SHEET L-1.00 HARDSCAPE NOTES
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ACTUS LEND LEASE, LLC PoWER POLE L-3.07 WET POND TRAIL ALIGNMENT PLAN
WATER METER CS-1.03 COORDWATE BUILDWG PLAN
1801 WEST END AVENUE, SUITE 1700 Po~E L-3.08 PLAYGROUND LAYOUT PLAN
NASHVILLE, TN 37203 TELEPHONE PEDESTAL CS-4.O1-08 DETAILED SITE LAYOUT
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LIT'TLEJOHN ENGWEERWG ASSOCIATES III
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L-4.14 TYPICAL BT-67 FENCE LAYOUT PLANS ~
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PROJECT MANAGER: THOMAS J. DAMS, P.E. CU-1.01 OVERALL UTILITY LAYOUT PLAN
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ES-4.01 SITE ELECTRICAL ; `~a--P~oFFS~ , Drawn:
PROJECT MANAGER: PHIL WHITFIELD C-5.06 BUILDING SECTIONS
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DEMOLITION NOTES: SITE GRADING & EROSION CONTROL NOTES C0~ JTES CONT: TREE PROTECTION NOTES CONT:
SITE GRADING & EROSION CONTROL NOTES: 1. THE SUB-CONTRACTOR SHALL CONFORM TO LOCAL CODES, OBTAIN ALL PERMITS AND GIVE ALL CONSTRUCTION SITE APPEARANCE.
NOTICES REQUIRED FOR EXECUTION OF THE WORK. 1. THE DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY 43t ACRES. 5. CONSTRUCTION ACTIVITIES, EXCEPT THOSE SPECIFICALLY INDICATED ON THE ~ T L A N T I C
30. IT SHALL BE THE SUB-CONTRACTOR'S RESPONSIBILITY TO WASTE EXC 2. ALL MATERIALS BEING REMOVED AND NOT RELOCATED UNDER THE NEW CONSTRUCTION, INCLUDING 2. CONSTRUCT SILT BARRIERS AND SEDIMENT TRAPS BEFORE BEGINNING LAND DISTURBANCE OFF SITE AT NO ADDITIONAL COST TO THE D B CONTRACTOR. THE SUB-C TO WASTE EXCESS EARTH MATERIAL DRAWINGS, ARE PROHIBITED WITHIN THE TPZ. PROHIBITED ACTIVITIES INCLUDE, BUT ;~II~IE CC?PS
/ TREES AND SHRUBS, SIGNS, UTILITY STRUCTURES, ETC., SHALL BE FIRST OFFERED TO THE D/B OPERATIONS IN ACCORDANCE WITH APPROVED SWPPP. GRADING SUB-CONTRACTOR SHALL PROVIDE OFFER THE EXCESS MATERIAL TO THE D B CONTRACTOR. IF NOT ACCEPTE THE SUB-CONTRACTOR SHALL FIRST ARE NOT LIMITED T0, THE FOLLOWING: € h;1UNITIS
CONTRACTORS Q.C. REPRESENTATIVE AND IF NOT ACCEPTED SHALL THEN BE PROPERLY DISPOSED OF BY ALL SILT FENCES, BERMS, CHECK DAMS, CONSTRUCTION ENTRANCES, ETC. AS REQUIRED BY SWPPP CONTRACTOR, THE SUB-CONTRACTOR SHALL DISPOSE OF EARTH MATERIAL NOT ACCEPTED BY THE D/B • PARKING OF VEHICLES OR EQUIPMENT, STORAGE OF BUILDING OR CONSTRUCTION
THE 5U6-CONTRACTOR. (STORMWATER POLLUTION PREVENTION PLAN). ALL SEDIMENT AND EROSION CONTROL MEASURES BE THE SUB-CONTRACTOR'S RESPONSIBILITY TO IMPORT SUITABLE MATERIA ,RTH MATERIAL OFF SITE. IT SHALL ALSO MATERIALS, REFUSE, OR SOIL STOCKPILES, OR DUMPING OF ANY POISONOUS TABLE MATERIAL (AT NO ADDITIONAL MATERIAL ON OR AROUND TREES AND THE TPZ. POTENTIALLY POISONOUS
H - ARE SUBJECT TO BASE ENVIRONMENTAL DEPT. INSPECTIONS AND ANY CORRECTIONS REQUIRED AS COST TO THE D/B CONTRACTOR) FOR EARTHWORK OPERATIONS IF SUFFICI )NS IF SUFFICIENT AMOUNTS OF EARTH MATERIALS MAY INCLUDE, BUT ARE NOT LIMITED T0: PAINT, PETROLEUM H
3. THE SUB CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED AND UNCHARTED UTILITIES. A REQUEST SHALL BE IMPLEMENTED IMMEDIATELY AT NO ADDITIONAL COST TO D/B CONTRACTOR. MATERIAL ARE NOT AVAILABLE ON SITE. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL PRODUCTS, CONCRETE, STUCCO MIX, DIRTY WATER, OR ANY OTHER MATERIAL THAT INCIDENT & INJURY FREE
STANDARDS AND AT THE SUB-CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE 3. THE GRADING SUB-CONTRACTOR AND ALL OTHER SUB-CONTRACTORS MUST READ AND SIGN MAY BE DEEMED HARMFUL TO THE GROWTH AND VIABILITY OF THE TREE.
APPROPRIATE UTILITY PROVIDER. THE LATEST COPY OF THE STORM WATER POLLU110N PREVENTION PLAN BEFORE LAND DISTURBANCE 31. IT SHALL BE THE SUB-CONTRACTORS RESPONSIBILITY TO COORDINAT CONTRACTOR'S Q.C. REPRESENTATIVE FOR THE LOCATION AND AVAILABILITY TO COORDINATE WITH THE D/B • THE USE OF A TREE AS A BACKSTOP, WINCH SUPPORT, ANCHORAGE, AS A SIN LESIbN 0 ACCIDENTS D AVAILABILITY OF THE BORROW PIT, AS TEMPORARY POWER POLE, SIGNPOST, OR SIMILAR FUNCTION.
ACTMIIES~ WHICH WILL BE KEPT AT THE D/B CONTRACTORS Q.C. MANAGER S JOB TRAILER. NECESSARY. •CUTTING OF A TREE'S ROOTS EXCEPT AS SPECIFICALLY DESCRIBED HEREIN. uvE SAFE VIVA SEGUBO WORK SAFE TfiABAJE SEGUBO
4. THE 5UB-CONTRACTOR SHALL VERIFY THE LIMITS OF DEMOLITION WITH THE D/B CONTRACTORS Q.C. REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. 4. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS , • SOIL DISTURBANCE OR GRADE CHANGE. GRADE CHANGES UNDER SPECIFICALLY
COMPLETED, UNLESS OTHERWISE INDICATED. SUB-CONTRACTOR SHALL TAKE WHATEVER MEANS 32. IT SHALL BE THE SUB-CONTRACTORS RESPONSIBILITY TO FOLLOW Th APPROVED CIRCUMSTANCES SHALL NOT ALLOW MORE THAN 6-INCHES OF FILL ~ TO FOLLOW THE LANDFILL REGULATIONS. SOIL OR ALLOW MORE THAN 4-INCHES OF EXISTING SOIL TO BE REMOVED FROM i, `j
5. IN AREAS WHERE EXISTING PAVEMENT, WALKS, OR CURBS ARE TO BE REMOVED, SAW CUT TO NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. NATURAL GRADE. FILLS GREATER THAN 6-INCHES SHALL INCORPORATE AN
PROVIDE A CLEAN EDGE. COORDINATE EXTENT OF PAVEMENT DEMOLITION WITH THE LIMIT OF NEW IMPROVEMENTS ON THE SITE LAYOUT PLAN. 5. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES BEFORE ACCEPTANCE BY D/B APPROPRIATE APPROVED PERMANENT AERATION SYSTEM, PERMEABLE MATERIAL, OR
SITE UTILITY NOTES - CONTRACTORS Q.C. REPRESENTATIVE. 1. THE SANITARY SEWER SHALL BE OF THE MATERIAL INDICATED ON THE OTHER APPROVED AERATION MITIGATION.
6. SUB CONTRACTOR SHALL COORDINATE PHASING OF THE DEMOLITION WITH THE D/B CONTRACTOR 5 CATED ON THE SEWER PLAN AND PROFILE 6. WHEN CONSTRUCTION ACTIVITIES ARE PROPOSED WITHIN THE TPZ, THE FOLLOWING
Q.C. REPRESENTATIVE, AND MCB CAMP LEJEUNE DEPARTMENT OF PUBLIC WORKS, A5 APPROPRIATE, PRIOR 6. THE SUB-CONTRACTOR SHALL CLEAN SILT BARRIERS AND SEDIMENT TRAPS WHEN THEY ARE SHEETS. POLYVINYLCHLORIDE (PVC) SHALL BE (SDR 35). DUCTILE IRON PI ICTILE IRON PIPE (D.I.P.) SHALL BE CLASS 52 MEASURES SHALL BE INCORPORATED:
TO BEGINNING WORK. DISRUPTION OF EXISTING UTILITY SERVICES AND TRAFFIC PATTERNS SHALL BE APPROXIMATELY 50~ FILLED WITH SEDIMENT OR AS DIRECTED BY THE D/B CONTRACTOR'S Q.C. AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDENR WASTEWATER MINIMIZED TO THE EXTENT POSSIBLE AND INITIATED ONLY AFTER APPROVAL BY THE MCB CAMP LEJEUNE, REPRESENTATIVE. SILT BARRIERS SHALL BE REPLACED AS EFFECTIVENESS IS 51GNIFICANTLY Z WASTEWATER GUIDANCE MANUAL. • MULCH: SHOULD CONSTRUCTION ACTIVITIES BE PROPOSED WITHIN THE FENCED
G DEPARTMENT OF PUBLIC WORKS AND THE UTILITY PROVIDERS. THE SUB-CONTRACTOR SHALL PREPARE A ~ 2. ALL WATER LINES AND APPURTENANCES SHALL BE OF MATERIALS AN TPZ WOOD CHIPS SHALL BE SPREAD WITHIN THE TPZ TO A DEPTH OF 4 TO 6 MATERIALS AND CONSTRUCTION THAT CONFORM INCHES, LEAVING THE TRUNK AND ROOT FLARE CLEAR OF MULCH. THIS WILL AID
REDUCED, OR AS DIRECTED BY THE D/B CONTRACTORS Q.C. REPRESENTATIVE. ' PLAN FOR APPROVAL BY THE D/B CONTRACTOR AND OWNER INDICATING HOW ALL UTILITIES ARE TO BE TO THE MCB CAMP LEJEUNE WATER DEPARTMENT REQUIREMENTS AND SPE =NTS AND SPECIFICATIONS. IN INADVERTENT SOIL COMPACTION AND MOISTURE LOSS. MULCH SHALL BE
DISCONNECTED AND/OR RECONNECTED INCLUDING POINTS OF CONNECTION, AFFECTED AREAS, LENGTH OF 7, THE SUB-CONTRACTOR SHALL REMOVE THE TEMPORARY EROSION AND WATER POLLUTION UNTREATED SHREDDED WOOD. THE TPZ SHOULD BE RE-ESTABLISHED Lend Lease
DISRUPTION, ETC. THE SUB-CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL UTILITY CONTROL DEVICES ONLY AFTER A SOLID STAND OF GRASS HAS BEEN ESTABLISHED ON DISTURBED 3. PROVIDE A MINIMUM 30" OF COVER OVER ALL WATER LINES. PROVIDERS AS REQUIRED. AREAS AND WHEN IN THE OPINION OF THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE, THEY ARE _ _INES. IMMEDIATELY FOLLOWING THE CONSTRUCTION ACTIVITIES. •ROOT BUFFER: WHERE AREAS OF THE TPZ CANNOT BE FENCED, A TEMPORARY
NO LONGER NEEDED. 4. THE SUB CONTRACTOR SHALL MAINTAIN 10 FEET HORIZONTAL SEPAR~ 'ONTAL SEPARATION BETWEEN SANITARY SEWER ROOT BUFFER IS REQUIRED AS SOON AS CONSTRUCTION ACTIVITIES COMMENCE
7. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE SUITABLY BACKFILLED AND COMPACTED IN LINES AND WATER LINES. WHERE THESE CRITERIA CANNOT BE MET, THE 5l E MET, THE SUB-CONTRACTOR SHALL MAINTAIN AND SHALL COVER THE ENTIRE ROOT ZONE. THE ROOT BUFFER SHALL REMAIN
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE D/B CONTRACTOR'S 8. PROVIDE TEMPORARY CONSTRUCTION ACCESS ES AT THE POINTS WHERE CONSTRUCTION 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. ( ) :S. IN PLACE AT THE SPECIFIED THICKNESS UNTIL THE FINAL GRADING PHASE. THE ROOT BUFFER SHALL CONSIST OF SHREDDED WOOD CHIPS SPREAD OVER THE
GEOTECHNICAL ENGINEERS RECOMMENDATION. VEHICLES EXIT THE CONSTRUCTION AREA IN ACCORDANCE WITH APPROVED SWPPP. MAINTAIN " HORIZONTAL AND VERTICAL LOCATION OF TPZ AT A MINIMUM DEPTH OF 6-INCHES AND A LAYER OF 3/-INCH CLEAN
ROADWAYS FREE OF TRACKED MUD AND DIRT. 5. THE SUB-CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL 8. THE SUB-CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS EXISTING MANHOLES OR SANITARY SEWER MAINS AT THE POINT OF CONNEI NT OF CONNECTION PRIOR TO THE WASHED GRAVEL OF SUFFICIENT DEPTH TO STABILIZE A 3/-INCH PLYWOOD SHEET
NECESSARY TO CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK. 9. THE SUB-CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD COMMENCEMENT OF ORDERING OF MATERIALS OR CONSTRUCTION AND REPi TION AND REPORT ANY DISCREPANCIES TO THE PLACED ATOP THE GRAVEL. PROHIBITIVE ACTIVITIES LISTED ABOVE SHALL BE Q Z
PRIOR TO BEGINNING WORK AND REPORT ANY DISCREPANCIES TO THE D B CONTRACTOR. D/B CONTRACTOR IMMEDIATELY. / 9. THE SUB-CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND REMOVAL NECESSARY TO ENFORCED. ~ ~ ~ a~
ACCOMPLISH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 10. THE SUB-CONTRACTOR SHALL COMPLY WITH ALL ACTUS LEND LEASE GLOBAL MINIMUM 6. THE SUB-CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED ALL CHARTED AND UNCHARTED UTILITIES. TAKE 7. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, INCLUDING INITIAL ~ W O
REQUIREMENTS AND ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE AI ANY DAMAGE ACCORDING TO LOCAL STANDARDS SITE CLEARING, THE SUBCONTRACTOR SHALL ENCLOSE THE ENTIRE TPZ WITH A ~ m ~ N
10. THE SUB-CONTRACTOR SHALL NOTIFY THE D/B CONTRACTORS QC REPRESENTATIVE IF ANY SUSPECT CONSTRUCTION ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS OF AND AT THE SUB-CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTIO .CONSTRUCTION WITH THE APPROPRIATE UTILITY MINIMUM 48-INCH TALL ORANGE CONSTRUCTION FENCING SECURED USING METAL ~ ~ J N T-POSTS SPACED NOT MORE THAN TEN FEET ON-CENTER. EACH TPZ SHALL BE o
F PIPE MATERIAL CONTAINING ASBESTOS IS ENCOUNTERED DURING THE DEMOLITION WORK. CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR. COMPANY. IDENTIFIED WITH A TEMPORARY SIGN OR SIGNS TO CLEARLY DEMARCATE THE EXTENT ~ W F
11. THE SUB-CONTRACTOR SHALL PRESERVE AND PROTECT SURVEY CONTROL POINTS AND SHALL BE 11. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF AN ENGINEERED 7. THE SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING T OORDINATING THE SEQUENCING OF CONSTRUCTION OF THE ZONE. THE SIGNS SHALL BE CLEARLY PRINTED IN ENGLISH AND SPANISH WITH ~ U Z
RESPONSIBLE FOR REPLACEMENT OF ANY DISTURBED CONTROL POINTS. GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE AND MOVEMENT OF FOR ALL UTILITY LINES SO THAT WATER LINES DO NOT CONFLICT WITH SAP =LICT WITH SANITARY SEWERS, SANITARY SEWER THE FOLLOWING:
SOIL. SHOULD THE SUB-CONTRACTOR HAVE ANY QUESTION OF THE INTENT OR ANY PROBLEM WITH SERVICES, STORM SEWERS, OR ANY OTHER UTILITY OR STRUCTURE, EXISTIP CTURE, EXISTING OR PROPOSED. ~ ~ ~ "KEEP OUT -TREE PROTECTION ZONE - NO DISTURBANCE PERMITTED" W -
12. EXISTING LIGHT STANDARDS BEING REMOVED SHALL BE FIRST OFFERED TO THE D/B CONTRACTOR'S THE CONTINUITY OF GRADES, THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE SHALL BE CONTACTED Q.C. REPRESENTATIVE PRIOR TO DISPOSING OF THEM. COORDINATE LIGHTING DEMOLITION AND LAYOUT IMMEDIATELY. ANY CHANGES TO DESIGNED GRADES ELEVATIONS SHALL ONLY BE MADE WITH PRIOR 8. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE i =PLANS ARE APPROXIMATE ONLY. THE ~ ~
/ SUB-CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY OWNER OF HIS WITH THE ELECTRIC PROVIDER. WRITTEN APPROVAL OF D B CONTRACTOR. c WNER OF HIS PLAN OF OPERATION IN THE AREA "NO ENTRE - ZONA DE PROTECCIbN DE ARBOL - NINGUNA PERTURBACI6N
/ OF THE UTILITIES. PRIOR TO COMMENCING WORK, THE SUB-CONTRACTOR . CONTRACTOR SHALL CONTACT THE UTILITY PERMITIDA" ~
13. RELOCATION OF EXISTING PLANT MATERIALS SHALL BE COORDINATED WITH THE D/B CONTRACTOR'S OWNERS AND REQUEST THEM TO PROPERLY LOCATE THEIR RESPECTIVE UTI tESPECTIVE UTILITY ON THE GROUND. THIS .S DAYS PRIOR TO COMMENCEMENT OF THE SUBCONTRACTOR SHALL MAINTAIN THE TPZ FENCING DURING THE ENTIRE
Q.C. REPRESENTATIVE AND RELOCATED TO A DESIGNATED AREA ON SITE. 12. ALL CUT AND FILL SLOPES SHALL BE 3 HORIZONTAL TO 1 VERTICAL OR FLATTER UNLESS NOTIFICATION SHALL BE GIVEN AT LEAST THREE (3) BUSINESS DAYS PRIOR OTHERWISE INDICATED ON THE PLANS. OPERATIONS AROUND THE UTILITY. DEMOLITION /CONSTRUCTION PROCESS AND SHALL MAKE CERTAIN THAT IT IS
14. EXISTING TREES TO BE PRESERVED ARE TO BE BARRICADED BEFORE BEGINNING CONSTRUCTION, IN 13. MINIMUM TANGENT GRADE ON ASPHALT OR CONCRETE PAVING SHALL BE 1.0~ UNLESS STATED OBSERVED BY ALL OTHER SUBCONTRACTORS, THEIR EMPLOYEES AND SUPPLIERS. is
ACCORDANCE WITH THESE PLANS, DETAIL NOTES AND DETAIL. OTHERWISE. 9. BEFORE CONNECTIONS ARE MADE INTO EXISTING UTILITIES, THE NEW TESTED BY THE SUB-CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS. .S, THE NEW LINES ARE TO BE FLUSHED AND o 'ECIFICATIONS. 8. ALL CONSTRUCTION AND DEVELOPMENT ACTIVITIES, EXCEPT THOSE SPECIFICALLY
15. NO UTILITY OR STORM SEWER LINES SHALL BE DEMOLISHED OR DISRUPTED UNTIL THE NEW LINES 14. SUB-CONTRACTOR SHALL CONFORM TO ALL APPLICABLE CODES AND OBTAIN APPROVAL AS LISTED BELOW, ARE PROHIBITED WITHIN THE TPZ PROVIDED FOR ANY PROTECTED z ~ ~
HAVE BEEN INSTALLED AND ARE PLACED INTO OPERATION. NECESSARY BEFORE BEGINNING CONSTRUCTION. 10. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A ALL UTILIZE A CLEAN SAW CUT AND SHALL BE TREES, INCLUDING ANY CONSTRUCTION OF BUILDINGS, STRUCTURES, PAVING SURFACES, = z w Z ~ M
E BACKFILLED A MINIMUM OF 12 ABOVE THE PIPE WITH #57 STONE. COME STONE. COMPACTED STRUCTURAL FILL AND STORM WATER RETENTION /DETENTION PONDS. ~ ~ H ~ ~ W = E
16 THE 5U6-CONTRACTOR SHALL COORDINATE HIS WORK WITH UTILITY PROVIDER TO CONSTRUCTING NEW 15. ALL EARTHWORK, INCLUDING THE EXCAVATED SUBGRADE AND EACH LAYER OF FILL, SHALL BE (INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS) OR #57 STONE CA X57 STONE CAN BE USED TO BACKFILL THE ~ w ¢ a
UTILITY LINES AND/OR DEMOLISHING EXISTING UTILITY LINES. MONITORED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER, OR HIS REPRESENTATIVE. REMAINDER OF THE TRENCH TO FINAL SUBGRADE. THE ROAD SHALL BE RE DRAWINGS. i SHALL BE REPAIRED PER THE CONSTRUCTION 9. EXCAVATING OR TRENCHING FOR UTILITIES, INCLUDING LANDSCAPE IRRIGATION, a z u x ~ W SHALL BE RE-ROUTED OUTSIDE THE LIMITS OF THE TPZ. IN THE EVENT THAT THIS ~ ~ E.
17. SELECTIVE CLEARING CONSISTING OF REMOVAL OF VINES, SAPLINGS UNDER 1" DIAMETER AND 16. IF ANY SPRINGS OR UNDERGROUND STREAMS ARE EXPOSED DURING CONSTRUCTION, CANNOT BE ACCOMPLISHED, THE UTILITY SHALL BE ROUTED AS FAR AWAY FROM THE F" ~ ~ ~ Z
UNDERBRUSH SHALL BE PERFORMED IN TREE PRESERVATION AREAS INTERNAL TO THE PROJECT AND PERMANENT FRENCH DRAINS MAY BE REQUIRED. THE DRAINS SHALL BE SPECIFIED AND LOCATED 11. THE SUB-CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEAT TRUNK OF THE TREE AS POSSIBLE. THE FOLLOWING MINIMUM DISTANCES SHOULD BE F" " = EXISTING FEATURES (i.e. DRIVES, ROADS, YARDS, z ~ ~ ~ ~ Z 0
NOTED ON PLANS. DURING CONSTRUCTION AS REQUIRED BY THE CONDITIONS WHICH ARE ENCOUNTERED, AND SHALL LANDSCAPING, ETC...) TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONA NO ADDITIONAL EXPENSE TO THE D/B MAINTAINED: ~ w m °`ia
~ BE APPROVED BY THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE. CONTRACTOR. ~ 18. WHERE WATER LINE AND SEWER LINE ABANDONMENT IS SHOWN ON THE DRAWINGS, THE L TRUNK DIAMETER (MEASURED DISTANCE FROM THE EDGE OF
~ SUB-CONTRACTOR MAY ABANDON WATER LINES AND SEWER LINES IN PLACE WHERE THEY OCCUR AT 17. THE GRADING & DRAINAGE PLANS ARE NOT A DETERMINATION OR GUARANTEE OF THE 12. THE SUB-CONTRACTOR SHALL PROVIDE ALL HORIZONTAL AND VERTICp 4.5-FT ABOVE NATURAL GRADE) THE TRUNK TO THE TRENCH L AND VERTICAL BENDS TO ATTAIN THE
LEAST 5' TO TOP OF PIPE BELOW FINAL SUBGRADE ELEVATIONS. ALL UTILITY LINES BEING ABANDONED ALIGNMENT INDICATED ON THE PLANS. PROVIDE VERTICAL BENDS WHERE N ( ) SUITABILITY OF THE SUBSURFACE CONDITIONS FOR THE WORK INDICATED. A GEOTECHNICAL SOILS NDS WHERE NECESSARY TO ALLOW WATER LINES UP TO 6 INCHES PAST DRIPLINE
a IN PLACE SHALL HAVE ALL ENDS PERMANENTLY CLOSED USING A CONCRETE PLUG. ALL EXISTING UTILITY REPORT HAS BEEN PREPARED AND IS AVAILABLE FROM THE D/B CONTRACTOR. DETERMINATION OF TO PASS UNDER OR OVER OTHER UTILITY LINES. (ALL BENDS AND BRACE o AND STORM LINES LOCATED UNDER PROPOSED HOUSING UNITS SHALL BE COMPLETELY REMOVED. THE SUBSURFACE CONDITION FOR THE WORK INDICATED IS SOLELY THE RESPONSIBILITY OF THE PROVIDE BRACING AND/OR RODDING AT ALL BENDS AND TEES AS REQUIRE S AND BRACES NEEDED MAY NOT BE SHOWN). 6 TO 9 INCHES 5 FEET
.S AS REQUIRED BY WATER DEPARTMENT. 10 TO 14 INCHES 10 FEET I I I 15 TO 19 INCHES 12 FEET
N GENERAL NOTES: SUB-CONTRACTOR. 13. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP) OR DUAL CHECi R DUAL CHECK VALVES WILL BE REQUIRED ON GREATER THAN 19 INCHES 15 FEET
~ 1. THE 51TE LAYOUT IS BASED ON REFERENCE POINTS AS NOTED. HORIZONTAL DATUM IS NC 18. THE SUB-CONTRACTOR SHALL TAKE SPECIAL CARE TO COMPACT FILL SUFFICIENTLY AROUND ALL TESTS AND FILL LINES JUMPER NEEDED FOR WATER MAIN CONSTRU( GRID NAD 83 VERTICAL DATUM 15 NGVD 29. COORDINATES ARE NORTH CAROLINA STATE PLANE ( ) CAIN CONSTRUCTION AND MUST BE APPROVED BY
' AND OVER ALL PIPES, STRUCTURES, VALVE STEMS, ETC., INSIDE THE PROPOSED PAVED AREAS TO MCB CAMP LEJEUNE WATER DEPARTMENT. o' ~ COORDINATES, GIVEN IN FEET.
o AVOID SETTLEMENT. ANY SETTLEMENT DURING THE WARRANTY PERIOD SHALL BE RESTORED BY THE N 2. THE 5UB-CONTRACTOR IS TO CHECK ALL EXISTING CONDITIONS i.e. INVERTS UTILITY SUB-CONTRACTOR AT NO ADDITIONAL COST TO THE D/B CONTRACTOR. 14. COORDINATE THE EXACT LOCATION OF ALL UTILITIES ENTERING THE BI EXCAVATION OF THE TRENCH SHALL BE WITH THE USE OF A TRENCHING MACHINE, D TERING THE BUILDING WITH THE PLUMBING NOT A BACKHOE OR OTHER LARGE EXCAVATOR. A ROOT BUFFER MUST ALSO BE 0.~~~11r111!//!/
PLANS. UTILIZED WITH TRENCHING AND CONSTRUCTION ACTIVITIES. TREE ROOTS 2-INCH N CARa~i~~
~i ROUTINGS, UTILITY CROSSINGS, AND DIMENSIONS) IN THE FIELD PRIOR TO COMMENCEMENT OF 19. IN NO CASE SHALL SLOPE, HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING N UTILITY WORK. REPORT ANY DISCREPANCIES TO THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE. TRENCH CONSTRUCTION, EXCEED STANDARDS SPECIFIED IN LOCAL, STATE AND FEDERAL 15. WATER METERS SHALL BE INSTALLED A MINIMUM OF 18" AND A MAXI DIAMETER AND LARGER SHALL BE CLEAN CUT WITH A SAW, NOT TRENCHED OR Q~~. • ' ' ` • ~
~ REGULATIONS, SPECIFICALLY THE CURRENT OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS THE METER TO PROPOSED FINISHED GRADE. AND A MAXIMUM OF 24" FROM THE TOP OF FRAYED IN ANY MANNER. HISTORIC OR SPECIMEN TREES ARE EXCLUDED FROM ~~o•° ~ .
~ 3. THE SUB-CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE 29 CFR PART 1926 RECOMMENDATIONS REGARDING EXCAVATION MADE IN THE CURRENT OSHA ( ) THIS REQUIREMENT. IN THE CASE OF HISTORIC OR SPECIMEN TREES, UTILITY LINES SHALL BE TUNNELED BENEATH TREE ROOTS IN ORDER TO PROTECT FEEDER ~ 31f44 ~+~r~
N CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL HEALTH AND SAFETY STANDARD 29 CFR PART 1926 SHALL BE FOLLOWED. 16. THE SUB-CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIO NENT PROVISIONS OF THE MANUAL OF ACCIDENT ROOTS. PLACEMENT OF SOD OR OTHER GROUNDCOVERS AND THE PREPARATION
o STANDARDS AND AT THE SUB-CONTRACTORS EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE PREVENTION AND CONSTRUCTION ISSUED BY AGC OF AMERICA. I APPROPRIATE UTILITY PROVIDER. A. OF THE GROUND SURFACE FOR SUCH COVERS SHALL BE PERMITTED WITHIN THE ~ °•t~`
o ~ PURPOSES. 17. THE SUB-CONTRACTOR SHALL VERIFY REQUIRED PIPE LENGTHS, EXIST TPZ. %/Jy. ~6`INE~ J~~~~` _ENGTHS, EXISTING PIPE MATERIAL AND SIZES AS ~ii~Mgs ~ pP~~~~
c~ 4. THE SUB-CONTRACTOR SHALL CONFORM TO ALL CODES LISTED IN THE SPECIFICATIONS AND SHOWN ON PLANS PRIOR TO BEGINNING CONSTRUCTION. 10. TREE MAINTENANCE DURING CONSTRUCTION IS REQUIRED. SUPPLEMENTAL /!?I1i111
RECEIVE APPROVAL WHERE NECESSARY BEFORE CONSTRUCTION. 21. STRIP TOPSOIL AS DEFINED IN THE SPECIFICATIONS FROM ALL CUT AND FILL AREAS AND ( ) IRRIGATION FOR TREES UNDER WATER STRESS SHOULD BE PROVIDED. WATERING OF
~ STOCKPILE ON SITE UNTIL DIRECTED BY D/B CONTRACTOR TO RE-INSTALL. UPON COMPLETION OF TREE PROTECTION NOTES: ~ 5. WHEREVER UTILITY INSTALLATION REQUIRE REMOVAL OF EXISTING PAVEMENT, PAVEMENT SHALL GENERAL GRADING COVER ALL DISTURBED AREAS TO A MINIMUM DEPTH OF 4". THE THE AREA OF THE TPZ SHALL BE PERFORMED BY FLOODING WITH WATER FOR DEEP SOIL PENETRATION. A MAXIMUM 6-INCH CONTAINMENT BERM LOCATED JUST OUTSIDE
p BE SAWCUT AND REPAIRED TO ITS PREVIOUS CONDITION AS REQUIRED BY MCBCLDPW. SUB-CONTRACTOR SHALL SUPPLY ADDITIONAL TOPSOIL IF INSUFFICIENT QUANTITIES EXIST ON SITE. 1. IT IS THE D B CONTRACTORS INTENT TO PRESERVE AS MANY EXISTING
z / MANY EXISTING TREES AS POSSIBLE. THE TPZ MAY BE USED FOR CONTAINMENT. RE-FILL THE BERM WHEN THE WATER HAS BEEN DEPLETED. FREQUENT LIGHT WATERINGS SHALL BE AVOIDED.
o C 6. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT o FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. 22. TOP OF GRATE ELEVATIONS AND LOCATION OF COORDINATES FOR DRAINAGE STRUCTURES 2. TO ASSURE THE HEALTH AND SURVIVAL OF TREES THAT ARE TO REMAIN RE TO REMAIN, THE FOLLOWING KINDS OF 11. DURING PERIODS OF EXTENDED DROUGHT, WIND, OR GRADING, TRUNKS, LIMBS, ~
~ SHALL BE AS SHOWN ON THE DETAIL, UNLESS NOTED OTHERWISE. THE GRATES SHALL SLOPE TREE INJURIES SHALL BE AVOIDED DURING ALL DEVELOPMENT ACTIVITIES ENT ACTIVITIES: ~ Z _S~ AND FOLIAGE OF THE TREES TO REMAIN SHOULD BE SPRAYED WITH WATER TO REMOVE
~ 7. DIMENSIONS ARE TO FACE OF CURB AND OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE LONGITUDINALLY WITH THE PAVEMENT GRADES. • MECHANICAL INJURIES TO ROOTS, TRUNK AND BRANCHES; / • INJURIES BY CHEMICAL POISONING, ACCUMULATED CONSTRUCTION DUST. TREE FOLIAGE SHALL ALSO BE HOSED DOWN ~ Q (f~
I NOTED. 23. ALL DRAINAGE CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE • INJURIES BY GRADE CHANGES; UPON THE REQUEST OF THE D/B CONTRACTOR. ~ ~ w
p SPECIFICATIONS. • INJURIES BY EXCAVATIONS; AND ~ 8. CONCRETE FOR CURBS AND SIDEWALKS SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND • INJURIES BY PAVING. O ~
z SPECIFICATIONS. 12. DAMAGE TO TREES SHOULD BE REPORTED AS SOON AS POSSIBLE TO THE D/B ~ x U CONTRACTOR OR CONSTRUCTION SUPERINTENDENT. ROOTS EXPOSED BY CONSTRUCTION W ~ ~ O
/ 24. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER 3. THE TREE PROTECTION ZONE (TPZ) SHALL BE ACIRCULAR-SHAPED PR( Z-SHAPED PROTECTION AREA ESTABLISHED ACTIVITY SHALL BE PRUNED FLUSH WITH THE GROUND AND COVERED WITH SOIL ~ U ~
9. ANY WORK UNACCEPTABLE TO THE D/B CONTRACTORS Q.C. REPRESENTATIVE OR TO THE IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH SUITABLE FILL AROUND EACH TREE. TREE SAVE ZONES SHALL BE TPZs AROUND CLUP AROUND CLUMPS OR GROUPS OF TREES BACKFILL AS SOON AS POSSIBLE. IF EXPOSED ROOTS ARE NOT COVERED WITHIN 24 p ~ O
~ LOCAL GOVERNING AUTHORITY SHALL BE REPAIRED OR REPLACED BY THE SUB-CONTRACTOR AT NO MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO TO REMAIN AS INDICATED ON THE DRAWINGS. ADDITIONAL EXPENSE TO THE D/B CONTRACTOR. EXCAVATIONS SHOULD NOT BE EXCEPTED, AND THE WATER SHALL BE REMOVED USING GRAVITY ' HOURS, COVER THEM WITH MULCH AND THOROUGHLY WATER UNTIL COVERED WITH SOIL x ~ Z ~ BACKFILL. ~ O W
• IF THE TREES DRIP LINE IS LESS THAN TEN FEET, THE PROTECTION N DRAINAGE OR PUMPING. • IF THE TREE'S DRIP LINE IS MORE THAN TEN FEET, THE PROTECTION E PROTECTION ZONE SHALL BE TEN FEET.
0 10. HANDICAP RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12 AND MEET THE REQUIREMENTS OF s EXTENT OF THE DRIP LINE OF THE TREE, WHERE FEASIBLE. IE PROTECTION ZONE SHALL BE THE FULL W ~ Z ASIBLE. 13. ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO CONSTRUCTION Z W ~
~ THE AMERICANS WITH DISABILITES ACT (ADA) AND UNIFORM FEDERAL ACCESSABILITY STANDARDS 25. FILL SLOPES 3:1 AND GREATER SHALL BE PLACED AND COMPACTED 5' BEYOND PROPOSED • IF THE DRIP LINE ENCROACHES INTO IMPERVIOUS AREAS PAVEMENTS ,S (PAVEMENTS, BUILDINGS, ETC.) THE ACTIVITY, SHALL BE VERTICALLY MULCHED (AERATED) AT THE DIRECTION OF THE D/B ~ ~ ~ w
cv (UFAS). LIMITS AND THEN EXCAVATED BACK TO THE PROPOSED LOCATION. LIMIT SHALL BE THE PERVIOUS AREA OF THE TREE'S DRIP LINE. CONTRACTORS CONSULTANT. THIS SHALL BE ACCOMPLISHED BY AUGURING THE SOIL IN ~ W i DRIP LINE. SHOULD THE PROJECT A 2' GRID PATTERN TO WITHIN 3' OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A w B
B INVOLVE DEMOLITION ACTIVITIES THE TPZ SHALL BE ADJUSTED IMM ~ 11. THE PROPOSED BUILDINGS SHALL BE LAID OUT UTILIZING THE CONTROL POINTS AND THE 26. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID ACTIVITIES AROUND THE TREE TO ENCOMPASS THE ENTIRE DRIP LI ADJUSTED IMMEDIATELY AFTER DEMOLITION ~ p~
ARCHITECTURAL DRAWINGS. DIMENSIONS SHOWN TO THE PROPOSED BUILDING ARE CALCULATED TO TREE PROTECTION ZONES AS MUCH A5 P05SIBLE. THE SUB-CONTRACTOR SHALL WALK THE . IF TREES ARE CLUMPED OR GROUPED TOGETHER, THE PROTECTION 2 :NTIRE DRIP LINE. 2" TO 3" HAND OPERATED AUGUR SHALL BE USED TO DRILL HOLES TO A MINIMUM Z ~ PROTECTION ZONES SHALL EXTEND TO DEPTH OF 12". WORK SHALL BE ACCOMPLISHED BY THE SUBCONTRACTOR AT NO COST
o THE FACE OF EXTERIOR WALL. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. ALIGNMENT OF THESE SWALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREE THE FULL EXTENT OF THE OUTER DRIP LINE OF THE GROUP, NOT GROUP, NOT EACH INDIVIDUAL TREE. TO D/B CONTRACTOR. U
~ PROTECTION ZONES. • 0 12. THE 5UB-CONTRACTOR SHALL PAVE IN THE DIRECTION OF TRAFFIC. THE CONFIGURATION OF THE TREE PROTECTION ZONE MAY BE ADJUS VIAY BE ADJUSTED UPON RECOMMENDATION
v 27. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES IS TO BE PLACED AT A SITE AND APPROVAL OF THE D/B CONTRACTOR AND UPON VERIFICATION N VERIFICATION THAT MEASURES WILL BE 14. REMOVAL OF ALL TREE PROTECTION FENCING AND SIGNAGE SHALL BE DONE BY
~ 13. THE 5UB-CONTRACTOR SHALL COLD PLANE IN THE DIRECTION OF TRAFFIC. APPROVED BY THE D B CONTRACTOR'S Q.C. REPRESENTATIVE. IT SHALL BE TREATED IN A MANNER TAKEN DURING DEMOLITION AND / OR CONSTRUCTION TO PROTECT L / N TO PROTECT THE WELL-BEING OF THE THE SUBCONTRACTOR WHEN PERMITTED BY THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE. RESTORATION OF ALL AREAS DISTURBED BY THE FENCING AND/OR
N SO THAT THE AREA AROUND THE DISPOSAL SITE WILL NOT BE CONTAMINATED OR DAMAGED BY THE TREE. p 14. THE 5UB-CONTRACTOR WILL BE REQUIRED TO ADJUST GRADES OF INTERSECTING STREETS, SEDIMENT IN THE RUN-OFF. COST FOR THIS TREATMENT IS TO BE INCLUDED IN PRICE BID FOR SIGNAGE WILL BE THE SUBCONTRACTOR'S RESPONSIBILITY. Project No: 26012
~ ALLEYS, PUBLIC ENTRANCES AND PRIVATE DRIVES A5 DIRECTED BY THE D/B CONTRACTOR 5 Q.C. EARTHWORK. THE SUB-CONTRACTOR SHALL OBTAIN THE DISPOSAL SITE AS PART OF THIS WORK. 4. TPZs SHALL ENCROACH ON AREAS TO BE PAVED OR GRADED UNTIL PA ,DED UNTIL PAVING AND / OR GRADE
~ REPRESENTATIVE. ADJUSTMENT ACTIVITIES BEGIN. ONLY THEN SHALL BARRICADES BE MOVED :S BE MOVED TO MAINTAIN THE MAXIMUM 15. INSPECTIONS: Drawn:
3 28. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WILL TPZ THAT WILL NOT ENCROACH ON THE PLANNED CONSTRUCTION. REMOVAI ;TION. REMOVAL OF BARRICADE SHALL • ALL PROTECTED TREES DESIGNATED TO REMAIN SHALL BE INSPECTED BY THE D/B :TED BY THE D/B CONTRACTOR'S Q.C. CONTRACTOR ONE YEAR FOLLOWING COMPLETION OF THE PROJECT TO INSURE Checked:
j 15. ALL ROADWAY AND SIDEWALK CONSTRUCTION SHALL CONFORM TO THE FINAL APPROVED NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS IN MANNER APPROVED BY OCCUR ONLY AFTER ALL WORK IS COMPLETED, OR A5 DIRECTED BY THE [ ~ SPECIFICATIONS. BASE ENVIRONMENTAL DEPARTMENT. THE SUB-CONTRACTOR SHALL STABILIZE ALL STOCKPILES REPRESENTATIVE. THAT THEY ARE SURVIVING IN A HEALTHY CONDITION. Approved:
I SEVEN DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHER CONSTRUCTION ACTIVITY WILL • PROTECTED TREES WHICH REQUIRE REPAIR OR REPLACEMENT SHALL BE
N 16. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE FINAL APPROVED OCCUR ON THE STOCKPILE WITHIN 15 DAYS. DETERMINED BY THE D/B CONTRACTOR *Scale:
o SPECIFICATIONS. • ANY PROTECTED TREE DESIGNATED TO REMAIN WHICH IS DAMAGED DURING *use graphic scales if sheet size CONSTRUCTION SHALL BE REPAIRED ACCORDING TO ACCEPTED INTERNATIONAL varies from 22 x 34 /`y
N A 29. ANY SITE USED FOR DISPOSAL AND OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY / ~ 17. ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FINAL APPROVED PERMITTED FOR SUCH ACTIVITY. IT IS THE RESPONSIBILITY OF THE 5UB-CONTRACTOR TO SEE THAT SOCIETY OF ARBORICULTURE PRACTICES, OR REPLACED SUCH THAT THE TOTAL
o SPECIFICATIONS. ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF THE APPROVED CALIPER (DBH - DIAMETER AT BREAST HEIGHT (MEASURED AT 4.5 FEET ABOVE SHEET 03 OF 167
PERMIT MUST BE PROVIDED TO THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE PRIOR TO GROUND) OF THE REPLACEMENT TREE(S) MEETS OR EXCEEDS THE TOTAL CALIPER
/ 16. ANY AND ALL REFERENCES IN THESE PLANS AND SPECIFlCAl10NS (CONSTRUCTION DOCUMENTS) COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO SO MAY RESULT IN THE TO BRANDED PRODUCTS PROCEDURES OR PATENTED PROCESSES ARE ASSUMED TO CARRY AN OF THE PROTECTED TREE. • THE SUBCONTRACTOR SHALL REPAIR OR REPLACE SAID PROTECTED TREES AT NO ~~_0.02
SUB-CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE. STOCKPILE IMPLIED STATEMENT OF "OR Q EQUAL" UNLESS SPECIFlCALLY NOTED OTHERWISE WITH 'NO AND MATERIAL STAGING AREAS MUST BE APPROVED BY THE BASE TO MAINTAIN A SATISFACTORY ADDITIONAL COST TO THE D/B CONTRACTOR.
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~ ~ <DEMOLITION FEATURES LEGEND
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GRAVEL TO REMOVE € ':.~,r.•,I~~UNITIS

CONCRETE TO REMOVE
H H ASPHALT PAVEMENT TO REMOVE
~ TREES TO BE REMOVED INCIDENT & INJURY FREE
' (ALL HIGHLIGHTED (BOLD) TREES ~ SIN LES16N 0 ACCIDENTS ~ - ARE TO BE REMOVED)
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1. THE LOCATION OF ALL EXISTING UTILITIES ~ ~ ~ o0
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_ GROUT FILL ALL UTILITIES 6 INCHES AND a Z p ~ ~ F e
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L U STORM DRAINAGE AND SANITARY SEWER
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_ ~ i - WATER TO BE REMOVED l
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EXISTIN6~ PAVEMENT ~ ASSESSMENT PREPARED BY NAVFAC, • DATED AUGUST 2008, AS SUPPLIED TO 31144
o ~ TO BE REMOVED. ' ~I ? ~ i ~i THE D/B CONTRACTOR BY THE NAVY. F ~
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{ _~a. ~ / ~ ~ ~ ~ ~ EXISTING CONCRETE / / ~ , Drawn:
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BUILDING TO REMOVE ~ ~ ~ ; 1",;~~,~F ~C~RPS~
~ CAP & PLUG EXISTING EXISTING ~ ~ I ~ ~ GRAVEL TO REMOVE ~ ~LTNITIES v
f ay UTILITIES TO ABANDON ~ ~ NDON I i I APPROXIMATE CONCRETE TO REMOVE
~ IN PLACE TYP. ( ) I LOCATION H
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50-FT STREAM BUFFER BUFFER ~ ! I OF STREAM I ASPHALT PAVEMENT TO REMOVE i = CENTERLINE. a INCIDENT & INJURY FREE
(TYP.) EXISTING UNDERGROUND SANITARY ~ (TYP.) f- TREES TO BE REMOVED
~ SEWER SINE AND APPURTENANCES WETLANDS BOUNDARY- ' ~ ~ (ALL HIGHLIGHTED (BOLD) TREES d SIN LES16N 0 ACCIDENTE BOUNDARY , I = APPROXIMATE ARE TO BE REMOVED)
TO BE REMOVED 0 ABANDONED ` I LOCATION LIVE SAFE VIVA SEGUBO
' + r ~ ~ F EXISTING STORM ~ (TYP.) l ~ . ~ ~ ; { t ~ IN PLACE PER SPECIFICATIONS. I ? ~ • ~ SEWER LINE TO REFER TO UNITED STORM WATER TO BE REMOVED 15°RCP wOBK SAFE TfiABAJE SEGUBO TO UNITED I ~ OF STREAM TOP
~ , f ~ / , EXISTING ABOVE GROUND , ~ ~ BE REMOVED. ENGINEERING GROUP =RING GROUP I l OF BANK. i WATER TO BE REMOVED w
APPURTENANCES TO BE REMOVED. PLANS FOR (TYP.) ~ , FOR I ( (TYP.) i
r' ,{TYP.) ELECTRICAL ~ • ~ , CAL ( \ \ I SANITARY SEWER TO BE REMOVED SA
/ DEMOLITION noN ~ ~ , 1~ ' CENTER LINE STREAM - • - • - • - • - • -
1 F , t , ~ ,
~HH f ~ ~ ~ ~ FENCE TO BE REMOVED
EXISTING CONCRETE ' ~ ~ ~ ~ \ TREE PROTECTION ~ X ~ ~ ~
C7 SIDEWALK TO BE H 2 ~ H ~ Actus ~
REMOVED. TYP. ~ ,.,i ( ) ~ d ~ ~ ~ TREES TO REMAIN
- . a Lend Lease
H ~ ~ ~ ~ \ I GROUND LEASE LINE ~ . . ~
~ ~ "
~ 91 ~ ~ ~ / ~;i \ ~ \ ~ ~ ~ LIMITS OF DISTURBANCE ~ 9 9 \
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~ •V O ` NOTES: ~ Q z
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EXISTING UNDERGROUND WATER / ~ . ~ ,~,x i ~ W _ J ~ LEJEUNE. THE SUB-CONTRACTOR SHALL ~ W
LINE & APPURTENANCES TO BE ~ ~ ~ ' _ H ~ , ~ ~`tiF VERIFY THE EXACT LOCATION OF ALL ~ U ~ ~ ~ • ' ~ _ EXISTING UTILITIES PRIOR TO COMMENCING W ~
} ~ REMOVED OR ABANDONED IN ` ~ ~ ` . \ - l~ - - ~ ~ ~ ~ xx ~ WORK. W ~
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1 y ' `W ; ~ 3. ELECTRICAL AND TELEPHONE DEMOLITION -
tI NOT SHOWN. THE SUB-CONTRACTOR
' ~ t G3 C 5t SHALL COORDINATE WITH THE D/B - W CONTRACTOR, ELECTRICAL ENGINEER AND o
, i 7° ~ ~ s UTILITY PROVIDERS REGARDING
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~ - ~ "x_•x_..- ~ 4. TREE PROTECTION FENCING SHALL BE O ~ H a
~s ~ ~ ~ ~ ~ ~ , INSTALLED PRIOR TO COMMENCING ANY w Q a < ~ ~ • ~ ~ ~ DEMOLITION WORK. CUT, PLUG AND v
i t ~ ; ,rr~r 7 t t £ F Z ~Fe / f ~ ~ ~ GROUT FILL ALL UTILITIES 6 INCHES ANDS., z O ~ ~ w
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3 5 TREE PROTECTION > f ~ ~ STRUCTURES LOCATED INSIDE THE FENCED
E C5.05 a \ ~ ~ AREA AND BACKFILL WITH CLEAN GRAVEL. H~ / ~ { ~ ONLY TRACK MOUNTED EQUIPMENT SHALL
o ~ TP / ~ / ° ~ BE ALLOWED INSIDE THE TREE I I I
N ~ ~ _ m { ~ / / PROTECTION AREA TO BREAK UP THE
t ~ ~ ~ ~ ~ ~ ~ ~ ,r STRUCTURES. ALL OTHER EQUIPMENT AND
o~ r l ~~;~i / r ~ ? / ~ ~ VEHICLES SHALL NOT ENCROACH INTO
o ; ; l EXISTING TREES TO op ~ ~ , HH f i ' THE PROTECTED AREA. CUT AND PLUG OR
N ~ ~ ~ BE REMOVED. (TYP.) ~ / ~ APPROXIMATE I REMOVE ALL OTHER UTILITIES WITHIN THE D
; ~ ~ GROUND LEASE LINE ~ ~ _ ~ ~ ~ ~ LOCATION OF TREE PROTECTION FENCE AREA WITHOUT o' EXISTING FIBER ~ ENCROACHMENT. ~~~~~~~,CAR~i~/i~
1 ~f C ~ r / ~ -O,I'T~IC LINE T0~ \ ~ 5. THE WETLANDS LOCATIONS SHOWN WERE • •''O
7 tt f i ~ t t d ~ REMAIN. PRO CT ~ ~ TAKEN FROM AN ENVIRONMENTAL y...
Lf) ry' AS REQUIRE, ASSESSMENT PREPARED BY NAVFAC, d~ _ (TYP.) ~i ' c DATED AUGUST 2008, AS SUPPLIED TO 31144
o ~ _
Tp~~~. ~ LIMrTS OF I Q ~ - 1' ~ / ~ ~ THE D B CONTRACTOR BY THE NAVY.
o DI TURBANCE (TYP.) ~ pr~ / ~~,6. CONTINUATION OF WATER AND SANITARY ~i~y •,,~•,•a~~~ q J, fi j~ SEWER SERVICE SHALL BE MAINTAINED TO ~~~~'yAS J.~A~~~~
U ; Y I i • ~ 9
~ ~ 3 1p 'TP ; ~f~ WATER FAIN TO BE ~ THE DOG TRAINING FACILITY AND WEIGH ~f~/tit1111~~~~
~ ~ ~ ~ ~ L TPA ~ ~ , ~ ` ` J ~ ~ REMOVE. MAINTAIN STATION AT ALL TIMES. THESE FACILITIES \ ARE LOCATED NORTHWEST AND SOUTH OF
w ~ ~ ~ / a o i~ ~ ~ _ 1 l ' ~ j ~~f REQ~IREDAS THE INTERSECTION OF WILSON BOULEVARD
~ • / 1 o :{i t ~ ~ ~ 0 ~ ~ 1, AND DOUGLAS ROAD.
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o ~ 1 7 ~J U ~ ~ ~ ~ " ~ j - ~ { ~ f ~ ~ ~t Project No: 26012
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, ~ l o ~ _ s 3 x'
I l Z l ~ ~ r t ~ Approved: L f~ ~ ~
N ~ ~ e ~ ~ r ~ ~ / ~ ~ ~ *Scale:
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o \ ~ o ~0 20 so 4o ao ~2o SHEET 09 OF 167
o - N I ~
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o i `"s - ~ 1 ~ \ ~ REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ O
s ~ ~ a ~ EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
d ~ ~ . w _
Q < ~ - - ~ ~ ~ j ~ DEMOLITION FEATURES LEGEN D
~ ~ CH ~ - r _ CD -
~ BUILDING TO REMOVE T L A T I C ' . _ ° T2 I :!~T E CQ RP S
~ ~ ~ ~ d / v ~ GRAVEL TO REMOVE 11~1UNITIS ,_~r
~ ~ v f ~ M / , CONCRETE TO REMOVE
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~ ~ i a it ''F - / ~ / INCIDENT & INJURY FREE
ti i ~ ~ i / / TREES TO BE REMOVED
~ ~ - ~ ~ - . / ~ (ALL HIGHLIGHTED (BOLD) TREES ~ SIN LES16N 0 ACCIDENTS ~ ARE TO BE REMOVED)
i~ t ; ~ / ~ / LIVE SAFE VIVA SEGUBO I n WORK SAFE TfiABAJE SEGUBO
~t STORM WATER TO BE REMOVED 15 RCP
~ ~ 1 ~ WATER MAIN TO BE _ ~ ~ ~ ~ / WATER TO BE REMOVED \ '
t ' j \ / REMOVED. ~MAI TAIN ~ ~ ~ l c W ~ /
I SERVICE AS ~ ~ F ° ~ ~ ~ ~ SANITARY SEWER TO BE REMOVED SA ~
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~ ~ ~ ,POLES AND PROTECT ~ ~ ~ / TA 1
U _!POLES AS REQUIRED / ~ ~ ~y ;LIMITS OF DISTURBANCE ~
£ i ~ ~ fi E_. / ' 50 FT. STREAM BUFFER - - - - - - - -
APPROXIMATE EXISTING UNDERGROUND SANITARY ~ ~~b~ r LOCATION OF SEW R L E AND APPURTENANCES / ~ PROPOSED SANITARY SEWER
~ EXISTING FIBER TO BE EMOVED OR ABANDONED ~ ~ a;~ / '1~ ,1G MAIN ROUTE. REFER TO UTILITY WETLANDS ~ ~ ~ ~ ~ t SHEETS FOR EXACT LOCAT~QN. NOTES: Q
ti OPTIC LINE TO IN PLACE PER SPECIFICATIONS. i M REMOVE EXISTING TREES S Z
EXISTING ABOVE GROUND / / REMAIN. PROTECT ~ } REQUIRED BUT CLEARING ALL ~ • THE LOCATION OF ALL EXISTING UTILITIES ~ ~ U_ ~
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{ / / GIS DRAWINGS PROVIDED BY CAMP o ~ J N
9 / / F ~ / i EXISTING UNDERGROUND WATER / / ~ a LEJEUNE. THE SUB-CONTRACTOR SHALL ~ W F
LINE & APPURTENANCES TO BE / ~ ~ / d~lr.? VERIFY THE EXACT LOCATION OF ALL ~ U Z
~ 1 REMOVED OR ABANDONED I~' / ~ / / EXISTING UTILITIES PRIOR TO COMMENCING ~ W ~
PLACE PER SPECIFICATIO , , / WORK. ~ ~ ~
~ EXISTING ABOVE GROU / / / ~ } 2. SUB-CONTRACTOR TO NOTIFY D/B W ~
APPURTENANCES TO E ~ / ~ ~ SANITARY SEWER I~, ' CONTRACTOR IMMEDIATELY IF WATERLINE ~
REMOVED. (TYP.) ~ FARCE MAIN TO BE / ~ r - • TO BE DEMOLISHED IS AN "ACTIVE" LINE. #i 3. ELECTRICAL AND TELEPHONE DEMOLITION
EXISTING ASP ALT ~ ~ ~ ~ t~E OVED. MAINTAIN i / / ~ NOT SHOWN. THE SUB-CONTRACTOR
TRAIL TO ~ T ~i 1`a, S RVICE AS , / /'I ~ ~ SHALL COORDINATE WITH THE D/B
REMOVE i / ° QUIRED. / ) / / ~ ~ CONTRACTOR, ELECTRICAL ENGINEER AND
~ ! / ~ EXISTING/PAVEMENT , ; / 1 ' UTILITY PROVIDERS REGARDING °
TO BE EMOVED. / / ~ SCHEDULING, SEQUENCING AND EXTENT
, (TYP.) . EXISTING CONCRETE / / ~ OF DEMOLITION FOR THESE UTILITIES. z ~ Z ~ ~ e
E ~ CAP & PLUG EXISTING EXISTIN SIDEWALK TO BE 1 / / / UTILITIES TO ABANDON BE REtt EXISTING~rTREES TO t 4. TREE PROTECTION FENCING SHALL BE ~ z H x ~ M E ~ ~ INSTALLED PRIOR TO COMMENCING ANY ~ ~ ~ ~ m BE REMOVED. (TYP.) w ¢ a ~ ~
~ REMOVED. (TYP.) ~ t / ~ IN PLACE (TYP.) DEMOLITION WORK. CUT, PLUG AND w w v F Z e
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~ ~ " GREATER IN DIAMETER AT THE EDGE OF H ~ ~ ~ ~
~ ~ / THE TREE PROTECTION FENCE. BREAK UP ~ z ~ ~ ~ ~ z
S ~ ~ i ~ i ~ fx~ THE UPPER 2 FEET AND BOTTOM OF ALL w ~ W Z I ~ , STORM DRAINAGE AND SANITARY SEWER
v ~ ; r ~ J / TREE f TREE PROTECTION 5 ` ~ STRUCTURES LOCATED INSIDE THE FENCED
3 , I I. C5.05 ~ AREA AND BACKFILL WITH CLEAN GRAVEL.
E . I / a r. , , ONLY TRACK MOUNTED EQUIPMENT SHALL
J APPROXIMATE LOCATION BE ALLOWED INSIDE THE TREE
~ ,t''~ I OF S~ftEAM TOP OF BANK. `3 PROTECTION AREA TO BREAK UP THE I I I
~ ~y I ~ TYP t ~ I ( STRUCTURES. ALL OTHER EQUIPMENT AND ~ VEHICLES SHALL NOT ENCROACH INTO
~ ~ ~ LIMITS OF ~ rn DISTURBANCE ~k ~ f THE PROTECTED AREA. CUT AND PLUG OR
°o T I ~ D ~P. ( ) I h ~ REMOVE ALL OTHER UTILITIES WITHIN THE D
N I J ay / ~ J ~ TREE PROTECTION FENCE AREA WITHOUT
N ~ ~ / / ENCROACHMENT. ~~~~~N,CAR~i~/ii
r I d1 ~ } 5. THE WETLANDS LOCATIONS SHOWN WERE • • • . ~ i~
~ ~ ~ ~ TAKEN FROM AN ENVIRONMENTAL o ' ' ~ ASSESSMENT PREPARED BY NAVFAC, ~ a'~ ~
~ ~ ~ / ~ - EXISTING 6 CHAIN LINK r 1
o c I ~ dl FENCE ~O BE REMOVED i ~ J I a ` DATED AUGUST 2008, AS SUPPLIED TO 31144 ~ THE D/B CONTRACTOR BY THE NAVY.
~ ~ ! ~ ~ v (TYP.) ~ ~ J ,F,= ~ 6. CONTINUATION OF WATER AND SANITARY %~'FN E~' e . Gf NE . ~
>1'' ~ SEWER SERVICE SHALL BE MAINTAINED TO ~~iy0 ' • - • • p~1~~~~
i ~ 1 I I ~ ~ THE DOG TRAINING FACILITY AND WEIGH ~~i~~AS~'i,~0`~~~
, ~ ~ ~ ~ STATION AT ALL TIMES. THESE FACILITIES
ARE LOCATED NORTHWEST AND SOUTH OF ' ? ~ THE INTERSECTION OF WILSON BOULEVARD
~ w ~ - I 1 o Q AND DOUGLAS ROAD.
1 ~ ~ 1 ~ 1 1. l
C ~ ~ I I ~ ~ I ~ ~ y Z C
~ I ~ I a I ~ i f ; C:7 t r`
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~ ~ REFER TO UNITED f I.I.I ~ ENGINEERING GROUP _ ~ ~ ~ ~
~ Z ' ~ 50-FT STREAM BUFFER PLANS FOR. I I a ~~U Q
z ~ ~ 1 ' \ TYP. ~ J ELECTRICAL I ( )
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'o ; 1 1 1 ~ ~ ~ ~ ~~`Yir, } - REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ 0
Q ~ ~ ~ 1 ~ 1 ~ ~ i ~ EXISTING FEATURES LEGEND.
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\ LI ~ _ ~ n ~ 1 ~ , . . ~ ~ ~ ~ / \ ~ ~ TLATIC
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> ~ r ~ ~ \ ~ GRAVEL TO REMOVE € :.,I~~UNITIS
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" ~ ~ ~ BE REMOVED. t° 1 T \ t TREES TO BE REMOVED
tom? ~ t........ ~ .S -'/'t~ ~ ' ~ ~ ~ ~ ~ 3 ~ ~ \ (ALL HIGHLIGHTED (BOLD) TREES ~ SIN LES16N 0 ACCIDENTS ARE TO BE REMOVED)
[ 1 1 ~ ~ ~ a.7 ~ i ~ ~ \ ~ ' ~ \ 4,,.. LIVE SAFE VIVA SEGUBO \ \ n WORK SAFE TfiABAJE SEGUBO
_ \ x._...m. STORM WATER TO BE REMOVED 15 RCP
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- ~ \ 3 (TYPO; ED FENCE TO BE REMOVED
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t i ~ t TO BE RE TO BE REMOVED. \ \
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~ ~ W ~ ~ E) r ~ J z EXISTING ASPHALT i NOTES: ~ ~ ~ ~
~ .3 ' \ 3 TF z -p ~ y TRAIL TO BE \ \ . 1. THE LOCATION OF ALL EXISTING UTILITIES _ ~ ~ o
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\ REMOVE CRUSHED W CAP & PLUG EXISTING ~ ~ ~ E ENGINEERING GROUP \ ~ ~r. EXISTING UTILITIES PRIOR TO COMMENCING ~ W ~
\ ASPf}IALT FROM THIS ~ 3 W ~ UTILITIES TO ABANDON PLANS FOR ~ _ WORK. W ~ ~
AREA AS REQUIRED \ ~ IN PLACE (TYP.) ~Q ~ E ELECTRICAL ~ 2. SUB-CONTRACTOR TO NOTIFY D/B W ~
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~ .W ~II~~ ~ ~ \ \ 1 3. ELECTRICAL AND TELEPHONE DEMOLITION
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SERVICE AS CE AS ~ 1 ~ INSTALLED PRIOR TO COMMENCING ANY ~ ~ Z
~ EXISTING TREES TO ~ ~ 3 R~4UIRED. IRED. = J ~ ~ 1 DEMOLITION WORK. CUT, PLUG AND w w U~ E z # ~ ~ GROUT FILL ALL UTILITIES 6 INCHES AND Z p ~ ~ ~ M
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L ~ DISTURBANCE TYP. v LINE & APPURTENANCES TO BE ~ ~ ~ ( ) TYP. ~ STORM DRAINAGE AND SANITARY SEWER ( ) APPROXIMATE LOCATION ~ I STRUCTURES LOCATED INSIDE THE FENCED
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APPURTENANCES TO BE J N ~ ! ~ ~ ~ ~ REQUIRED. (TYP.1 ~ ~YP.~ . - - - - - ' - ~ \ ~ ~ PROTECTION AREA TO BREAK UP THE
REMOVED. (TYP.) F 3 - ~ ~ u STRUCTURES. ALL OTHER EQUIPMENT AND
~`e t 1 _ ~ rn ~ VEHICLES SHALL NOT ENCROACH INTO
~ \ r„~ ~,2 o D THE PROTECTED AREA. CUT AND PLUG OR REMOVE ALL OTHER UTILITIES WITHIN THE
N ~ t• q~~ \ TREE PROTECTION FENCE AREA WITHOUT
r~ l t 'rj1~-~ 3 N 1 r ~"~Cfl!~, ~ ENCROACHMENT. ~~~~~N,CARO~~ii
, ~ ~ f~ 9 Q~ - _ _ ~ ~ 5. THE WETLANDS LOCATIONS SHOWN WERE `~~oQ~. • ' • ~
~ ~ x'z- Z - ~ TAKEN FROM AN ENVIRONMENTAL ~a,• y
I ~ ASSESSMENT PREPARED BY NAVFAC, = •
o ~ F _ ; ' ~ DATED AUGUST 2008, AS SUPPLIED TO 31144
r ~ ~ ~ THE D/B CONTRACTOR BY THE NAVY. F ~ 6. CONTINUATION OF WATER AND SANITARY ~%y ~ ~
~ ~ i'
v f fl,, ~ t I f \ ~ ~ \ ~ W ~ THEEDOGETRAINING FACIBITYMANDAWEIGHTO //,/~~~S~~i11oP~\\\
~ STATION AT ALL TIMES. THESE FACILITIES
\ ~ b ~ _ \ _ _ _ - - - ~ \ ''a ~ ARE LOCATED NORTHWEST AND SOUTH OF
w o ~ ~ ~ ~ THE INTERSECTION OF WILSON BOULEVARD
4 , ~ o \ ~ ~ I = AND DOUGLAS ROAD.
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*Scale:
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0 ~ § ~ ' REFER TO SHEET GI-0.01 FOR •
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4 5 7

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1 ~ ,
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MATC LI SE SHEET CD-4.06 ~ ~ ~ 1 ~ ~ ~ Tt:~Trc
- - - - - - BUILDING TO REMOVE € _ ° T2 I :!~T E CQ RP S
REFER TO UNITED .i GRAVEL TO REMOVE € ':::,r:.,I~~UITIS
s NGINEERING GROUP ~ ~ ~ ~ ~ 1 ~ ~ ~Ylr , ; F~LLANS FOR ~ ~ 1 ~ ~ ~ ~t ~
ELECTRICAL 1 ?'E ~ CONCRETE TO REMOVE
H ~ DEMOLITION ~i ~ ~ ~ ~ ASPHALT PAVEMENT TO REMOVE H
- \ ~ ~ I STING 6 CHAIN LIN ~ z ~
, NCE,TO BE REMOVED ~ ~ ~ I ~a ~ TREES TO BE REMOVED INCIDENT & INJURY FREE
YP. ~ I I 4 T ) r (ALL HIGHLIGHTED (BOLD) TREES ~ SIN LES16N 0 ACCIDENTS ARE TO BE REMOVED)
Y . I LIVE SAFE VIVA SEGUBO
I f I t - 15°RCP WOBK SAFE TfiABAJE SEGUBO / - STORM WATER TO BE REMOVED
~ ~ , I a { { W I { WATER TO BE REMOVED \
I I I
I } ~ SANITARY SEWER TO BE REMOVED SA
• I i } - CENTER LINE STREAM
~ ~ i
1 I , ~ 1 ~ ~ ~ 1 FENCE TO BE REMOVED 1
M 1 - TREE PROTECTION X TP ~ ~ 1^'
G. V
~ o. i ~ # TREES TO REMAIN Lend Lease
; , i i , ~ ~ }
i ~ ~ } i GROUND LEASE LINE ~ . . ~
~ ~
\ _ ~ LIMITS OF DISTURBANCE ~
~ ; t i ~ ~ ~ . ~ ~ ~ . 50 FT. STREAM BUFFER - - - - - - - -
~ I a~
~ - WETLANDS ~ ~ ~ ~ ~
~ ~ - , - ~ ~
c~;~ ~ ~ ~ } NOTES: ~ az~ } ~ ~ ~ c~ r { 1. THE LOCATION OF ALL EXISTING UTILITIES - ~ ~ o
~ ~ / EXISTING ASPHALT { s \ M ~ / / TRAIL TO BE } GROUND LEASE LINE - o SHOWN WERE FIELD SURVEYED FROM ~ W cV
~ ~ ~ REM VED. ~c } OBSERVED ABOVE GROUND ~ m ~
~ d ~ , APPURTENANCES AND SUPPLEMENTED BY o ~ J cV
F - ~ ~ ~ - ~ GIS DRAWINGS PROVIDED BY CAMP ~ N F
I ~ ~ 1 ~ ' } i i i ~ LEJEUNE. THE SUB-CONTRACTOR SHALL ~ U Z
~ r: - / / ~ 3 VERIFY THE EXACT LOCATION OF ALL ~ ~
4 / i I I i / ~ ~~i~~ i i i EXISTING UTILITIES PRIOR TO COMMENCING ~ ~ ~ i, WORK. W ~
a ~ / 2. SUB-CONTRACTOR TO NOTIFY D/B W
~ j ~ EXISTING CONCRETE ~ ~ ~ SIDEWALK TO BE CONTRACTOR IMMEDIATELY IF WATERLINE
~ ~ REMOVED. TYP. TO BE DEMOLISHED IS AN "ACTIVE" LINE.
1 C ~ f i O ~ ~ T~ } 1 4 3. ELECTRICAL AND TELEPHONE DEMOLITION
I 1r ~ \ y t 4 s Y ~ \ \ NOT SHOWN. THE SUB-CONTRACTOR
~ \ \ ~ ~ \ LIMITS OF SHALL COORDINATE WITH THE D/B
.a~ ~ s~~ ~ EXISTING PAVEMENT ~ ~ \ \ ~ , t~, DISTURBANCE CONTRACTOR, ELECTRICAL ENGINEER AND o
TO BE REMOVED. F 1 A \ U = ~ (TYP.) UTILITY PROVIDERS REGARDING
(TYP.) A \ I i- • 1 SCHEDULING, SEQUENCING AND EXTENT z c~ ~ Z ~ ~ e I OF DEMOLITION FOR THESE UTILITIES. ~ z w x ~ ° E
~ r ~ \ r ~ 4. TREE PROTECTION FENCING SHALL BE O w ¢ a ~ ~ m
1 \ ,,d, ~ ~ \ 1 1 1 INSTALLED PRIOR TO COMMENCING ANY w w ~ < Z
~ \ \ \ 1 DEMOLITION WORK. CUT, PLUG AND ,.a Z u Z ~ F e
\ 1 TP ~ ~ GROUT FILL ALL UTILITIES 6 INCHES AND ~ v ~ W z j
~~~'4ti, . A ~ A \ ~ GREATER IN DIAMETER AT THE EDGE OF ~ z ~ z ~ s ~ THE TREE PROTECTION FENCE. BREAK UP ~ w W Z
~ , •1 THE UPPER 2 FEET AND BOTTOM OF ALL
U 1 ~ ~ ~ ~ , STORM DRAINAGE AND SANITARY SEWER
3
I c ~ E ~ ~ \ ~f ~ STRUCTURES LOCATED INSIDE THE FENCED ~ ~f AREA AND BACKFILL WITH CLEAN GRAVEL.
ONLY TRACK MOUNTED EQUIPMENT SHALL
, ~ BE ALLOWED INSIDE THE TREE I I I PROTECTION AREA TO BREAK UP THE
\ - \ I \ \ STRUCTURES. ALL OTHER EQUIPMENT AND
.'s. ~,s' ~ \ ' \ ~,r~ \ ~ ~ VEHICLES SHALL NOT ENCROACH INTO
0 0. r \ V i ~ . r ~ °{1 ~ THE PROTECTED AREA. CUT AND PLUG OR
N ~ ' 1 \ ~ ~ ~ ~ \ ~ ~ , REMOVE ALL OTHER UTILITIES WITHIN THE D
\ \ , cv ; \ \ TREE PROTECTION FENCE AREA WITHOUT `~~~11~r1~11/!/j
. \ \ ~ _ i'1..,' ENCROACHMENT. ``~~~~N CARO~~ii~ 5. THE WETLANDS LOCATIONS SHOWN WERE ~a0,~ ~
~ A TAKEN FROM AN ENVIRONMENTAL •
I \ EXISTING UNDERGROUND SANITARY r ASSESSMENT PREPARED BY NAVFAC, _ •
o ~ SEWER LINE AND APPURTENANCES I ' \ ~ TO BE NDONED \ I ~ REMOVE OR ABA r DATED AUGUST 2008, AS SUPPLIED TO 31144
~ - EXISTING TRESS I i c IN PLACE PER ECIFICATIONS. \ THE D/B CONTRACTOR BY THE NAVY. ~ ~•F
o \ ~ ' EXISTING ABOVE' GROUND \ BE REMOVED.' YP.) ~ ~ 6. CONTINUATION OF WATER AND SANITARY '~-~'•f ~1~~~~a
\ ~ I APPURTENANCES TO BE REMOVED. PROPOSED WATER MAIN AND SEWER SERVICE SHALL BE MAINTAINED TO //i~~AS~~IItOP~\\~
~ CAP & PLUG EXISTING c \ - (TYP.) ELECTRICAL MAIN ROUTE. REFER TO ~ UTILITIES TO ABANDON I I THE DOG TRAINING FACILITY AND WEIGH STATION AT ALL TIMES. THESE FACILITIES
~ ~ \ fi ~r~- I ~ UTILITY SHEETS FOR EXACT ' VHF=.; IN PLACE TYP.1 EXISTING UNDERG~dUND WATER I f ~
~ ~ iL ( / 8 w ~~I 'c I LOCATION OF WATER MAIN. REFER TREE PROTECTIO o I , LINE & APPURTENANCES TO BE TREE PROTECTION 5 ARE LOCATED NORTHWEST AND SOUTH OF
REMOVED OR ABANDONED IN I I I TO UNITED ELECTRICAL GROUP o DRAWINGS FOR ELECTRICAL MAIN c5.o5 THE INTERSECTION OF WILSON BOULEVARD AND DOUGLAS ROAD.
~ C ~ PLACE PER SPECIFICATIONS. ~ c I ~ o : li ROUTE. REMOVE EXISTING TREES
~ EXISTING ABOVE GROUND I I ~ Z C
I ~ TENANCES TO BE I AS REQUIRED BUT CLEARING SHALL APPUR I , ~ ~ ',,I BE LIMITED TO 20-FT WIDE. ZO
I ,W ~ ~ REMOVED. (TYP.) g` ~
~ , ~;1, ~ ~ - 1 - Hp~ 0 ~xU
J , - Z i 1 1 sue` \ ~ ~ 1 ~z .7 ~
I ~ APPROXIMATE LOCATION ~ Q11 ~ ' ~ _ I 1 d ti~~. ? I wW~ Q ~
~ 1 OF STREAM CENTERLINEy ~ ~ 1 U ~ / I oho W ~
~ ! ` \ ~ (TYP.) ~ ~ ~ \ f b I xwz ~ O
~°W
~ 1 ~ s I ~ ~ , I,
w ~ ~ ~ / i \ \ ~ \ / z~W ww
N _ ~ i ~ ~ PROPOSED TRAIL -REF TRAIL - REFER TO LANDSCAPE °O ~ ~ Q Q
\ ; j ' ' ~ ~ ~ / ARCHITECTURAL DRAWIN( B ~ ~ / IRAL DRAWINGS FOR LAYOUT ~ a w B
~ ~ \ \ ~ , ~1 ~ i , AND DETAILS. REMOVE E ~ ~ AS REQUIRED. LIMIT THE .S. REMOVE EXISTING TREES W ~ .D. LIMIT TREE REMOVAL TO Z U ~
o \ \ 1 ~ ONLY THOSE NECESSARI ~ / E NECESSARY.
~ \ o \ / l
~ \
L \ \ /
+J \ \ \ / / C \ /
~ t t 1 / v \ ~ 1 / N Project No: 26012
\ \ ~ \ \ / / Drawn:
3 1 APPROXIMATE LOCATION / ~ ~ 1 / \ \ \ OF STREAM TOP OF BANK. ~ WETLANDS BOUNDARY Checked:
~ \ - \ 1 (TYP.) / TYP.
( ) I ~ \ 1 / Approved:
N t~ \ / / 1 *Scale:
o I / 50-FT STREAM BUFFER ~ ~ ~ / ~ N I *use graphic scales if sheet size
A ~ TYP. ~ / / ( ) i _ I varies from 22 x 34
\ ! ~ I / o I / o ~0 20 so ao eo ~2o SHEET 12 OF 167
o / ~ I ~
~ ~ / - ~ /
~ I i ~ ,o I - i SCALE 1" = 40' 08
I , / I - I / REFER TO SHEET GI-0.01 FOR •
Q ~ I ~ EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
NEW RIVER HOMES T~.~T~ `~tItiTE CARPS
,~,r:,I~~UITIS
BUILDING MIX
H H
LOT BUILDING TOTAL INCIDENT & INJURY FREE BUILDING COMPOSITION NUMBERS TYPES UNITS SIN LES16N 0 ACCIDENTS
LIVE SAFE VIVA SEGUBO WORK SAFE TfiABAJE SEGUBO
~T 102, 207, 214, 216, 220, -
224, 301, 302, 305, 306,
309, 314, 317, 323, 407, 58a 18 ~
410, 413, 424
i' BT 58
i. 104, 210, 212, 215, 218,
222, 228, 303, 307, 308, 58b 19 ~ ~ ~ G
G 313, 316, 319, 324, 403, C S
408, 411, 415, 426
i. BUILDING TYPE 58 Lend Lease
¦ ¦ • 105, 205, 226, 310, 402, 58a (r) 7
416, 419
BT 58 (r)
~ 101, 110, 206, 225, 321, 58b (r) 8
414, 418, 423
i I BUILDING TYPE 58 (r) Q z
1 ~ ~ O
i` BT 59 202, 204, 209, 213 59 4 ~ W c~\i ~ m o
F ~ ~ ~ J N
i 219, 406 59 (r) 2 ~ U W F BUILDING TYPE 59 ~ W j
~
~ ~ ~ 108, 208, 211, 221, 227, 62a 7 ~ ~
304, 420
t BT 62
203, 217, 223, 315, 405, 62b 7
BUILDING TYPE 62 412, 417
is
1 ~ ~ ~ 0
~ ~ ~ ~ 201, 404 62a (r) 2
BT 62 (r) z z w Z o e z
E t H z ~ m ~ ~ E ~ ~ a mm
~ 103, 422 62b (r) 2 w w ¢ a < Z ~
Z a~,s BUILDING TYPE 62 (r) ,.a Z V ~ F e E., O

z vt z ~s~
E - ~w~ ~ W aZa
L BT 63 106, 318, 409 63 3
C
Q w,. BUILDING TYPE 63
r I I I
i ~
~ ~ ~ BT 64 312, 421 g4 2
rn ~ ~ O D z i r
O N ~ ~ j: ~ D
BUILDING TYPE 64 107 64 (r) 1 ``~\\~~ir,CARO~~ii,
N ~m l O •
~ ~ ~ ~ ¦ d ¦ II 1 ~s 1
i~ f 0 • 31144 BT 65 109, 322, 325, 425 65 4
1 ~ ,
~ ~ >.y ~'yGf NEB ~~`'\~e
~ 1 r I BUILDING TYPE 65 /~~//~~gS''i,tQP~\\\
~ f _ ~ 3 ~
~
~ ~ ~ g BT 66
o
~C 311, 401 66 2 Z C
U ~ C ~ ~ ~
U ~ ~ ~ BUILDING TYPE 66 Z 0
7 I ~ ~
f ~ v- ~ ~ ~ U
Z ~ ~ ~ I i ~ ~ F , ~ ~ BT 67~~ 320 67 1 ~ W ~ Q
U ~ ! -
~ / ~ ~ 1 ~wz ~ ~
N ~ BUILDING TYPE 67 ~ 0 W w
0 ~ , L ¦
TOTALS 89 Z ~ W ~ w o~o~~ O
N .
~g I I wa ~ B
z~
o ~ ~
o
U \
~ ~ ~
N ~ \ C
0 U N Project No: 26012
Drawn:
3 ~ ~ ~ Checked:
L C
Approved:
N ~ *Scale:
O ~ *use graphic scales if sheet size
NA varies from 22 x 34
0 o ao so t 20 t so 20o aoo soo SHEET 13 O F 167
0 N
N
U N SCALE 1 " = 200' C S_ 101
0 L REFER TO SHEET GI-0.01 FOR •
Q EXISTING FEATURES LEGEND.
U 4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
~ ~
PROPOSED FEATURES LEGEND TI:~I~Trc
ASPHALT PAVEMENT °'2I.!~TE CORPS # (ROADWAYS) € ,r,. I~~UNITIS
} CONCRETE DRIVEWAY
LINE TABLE CURVE TABLE r } ~r~` CONCRETE PAVEMENT u
H LINE # LENGTH DIRECTION
CURVE # RADIUS LENGTH DELTA CHORD CHORD BEARING Li 93.24 Nio' i6' O6"W CONCRETE SIDEWALK INCIDENT & INJURY FREE I~l
i GRAVEL SIN LES16N 0 ACCIDENTS
C1 920.00 734.27 45° 43' 43" 714,93 N33° 07' S7"W L2 225.85 N55' S9' 49"W GROUND LEASE LINE ~ ' ' ~ ' ' ~
~,p'f LIVE SAFE VIVA SEGUBO f WORK SAFE TfiABAJE SEGUBO
C2 100.00 118.08 6T 39' 25" 111.34 S23° 33' 37"W L3 62.51 810' i 6' 06"E CENTERLINE - - ,
L4 81.32 S57° 23' 19"W C3 600.00 690.87 65' S8' 24" 653.33 S24° 24' 07"W ~ ~ 50 FT. STREAM BUFFER - - - - - - - - - \
L5 123.26 SS' 35' 05°E 'V
C4 300.00 124.89 23° 51' 09" 123.99 S3° 20' 29"W Ls 53.03 S15° 16' D4"W WETLANDS
C5 320.00 93,49 16° 44' 19" 93.15 S6° 53' S4"W L7 15.e7 sr 2a' 15"E ~~`f ~ CENTER LINE STREAM
C6 146.00 62.37 24° 28' 30" 61.89 N22° 16' 03"W Ls 29.22 N34' 30' 18"W I LOT NUMBER
L9 68.80 N10' 01' 48"W BUILDING MATRIX DESCRIPTION ACt
G C7 450.00 383.27 48° 47' S9" 371.79 N34° 25' 48"W L10 53.61 N58' 49' 48"W i
C8 71.00 93.96 75° 49' 41" 87.26 N20° 54' 57"W L11 221.93 Nis° 59' 54"E
HANDICAPPED UNIT ~ Lend Lease
C9 396.00 117.53 17° 00' 17" 117.10 N25° 30' 02"E L12 74.47 N34° 00' 11"E SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
> L13 156.92 N34° 00' 11 "E
C10 71,00 133.39 107 38 22 114.62 N87 49 22 E ~k SUBCONTRACTOR TO COORDINATE WITH D/B
L14 78.97 838' 21' 27"E C11 96.00 74.72 44° 35' 43" 72.85 S16° 03' 35"E CONTRACTOR WITH REGARDS TO STREET NAMES r ~
L15 46.16 S6' 14' 16°W
C12 196.00 103.72 30° 19' 17" 102.52 S21° 23' 54"W L16 13.93 S36° 33' 32"W 01 ONE WAY R6-1 36"x12" J
~ Q z f
C13 200.00 259.62 74° 22' 37" 241.78 S34° 44' 03"E L17 18.11 s1o' 21' 24"E
C14 400.00 127.95 18° 19' 39" 127.40 S11° 37' 05"W L1s 2s1.2o s13° 24' 13"w ~~o 0
L19 58.66 S2' 27' 16°W
C15 400.00 161.61 23° 08' S4" 160.51 S9° 12' 28"W ' 2 5.0 ~ m ~ N ~ o STO P R1-1 30"x30" ~ ~ J N
F L20 101.75 820° 46' 55"W i F
C16 400.00 99.25 14° 12' 59" 98.99 S4° 44' 3D"W L21 85.7s s2' 21' Ss"E w
C17 150.00 85.06 32° 29' 22" 83.92 S4° 23' 41 "E L22 53.66 811° 50' 59"W ® R1-3 ~ W ~
O ~ ~
C18 41,00 65.07 90° 56' 20" 58.46 S62° 04' 01"W L23 14.00 820' 38' 22"E
L24 279.21 N72' 27' 49"W C19 41.00 64.40 90° 00' 00" 57.98 S28° 24' 09"E
L25 646.21 816° 35' 51 "W ~ SPEED 5
L26 279.34 873' 24' 09"E
~ C) LIMIT ~ 0 0
~ \ ~ R2-1 24"x30"
~ W o
z s~e ~ z w z 8 M~ C
E W F, z ~ m C I O ~ ¢ j z ~
ra Z Z ~ F e 0
4 W11-2 30°x30° H z ~ i ~
ON-STREET PARKING COORDINATES ON-STREET PARKING COORDINATES ON-STREET PARKING COORDINATES
~ POINT ~ NORTHING FASTING POINT ~ NORTHING FASTING POINT ~ NORTHING FASTING i W a z a
L ~ ;..1.;; ~ W16-7p
~ 1 358800.79 2459388.67 31 358965.44 2458822.94 61 357859.47 2459068.70 3
~ 2 358843.80 2459380.18 32 358995.02 2458790.94 62 357815.96 2459075.27
a ~ 3 358892.09 2459368.06 33 359026.69 2458747.86 63 357703.33 2459078.12
r~ 4 358954.64 2459348.02 34 359049.55 2458710.39 64 357638.70 2459062.80 • 5.0 I I I
5
I 5 359069.30 2459297.38 35 359204.81 2458665.49 65 358244.47 2458646.17 ,I ~ O W11-2 30"x30"
~ 6 359126.25 2459264.62 36 359246.89 2458678.36 66 358257.72 2458604.22 op
0 N 7 359267.77 2459155.33 37 359194.32 2458699.93 67 358274.96 2458549.66 wylr~ D
~ 8 359313.92 2459108.44 38 359278.44 2458725.64 68 358288.22 2458507.70 I Z AHEAD W16-9p \\`~.~N ICA~~i~~i!
N
9 359405.32 2458990.45 39 359308.07 2458697.06 69 358238.89 2458406.21 ~ ~ o REAR YARD FENCES; I = NO ~ ~ .
~ 10 359429.93 2458953.98 40 359350.17 2458709.93 70 358175.64 2458387.35 REFER TO LANDSCAPE - 12 31144
0 11 358608.70 2459501.48 41 359323.59 2458739.45 71 358164.84 2458346.57 ARCHITECTURAL ~ ~ PARKING 5.0
I ~ ~ 12 358595.05 2459543.31 42 359406.54 2458767.88 72 358122.67 2458334.00 DRAWINGS FOR ~ Q © ANY R7-1(B) 12°x18° '~i~y~~;G'fNE~~~S~~`
I LAYOUT AND DETAILS. ~ ~ TIME M ` P~~
U 13 358296.94 2459658.58 43 359603.53 2458849.77 73 358154.55 2458381.07 WETLANDS BOUNDARY I (TYP.) /~o ~ASn i i~o~~'\~
a, 14 358231.02 2459655.79 44 359640.01 2458874.37 74 358091.30 2458362.22
~ 15 358170.49 2459653.26 45 359588.64 2458883.15 75 357991.93 2458295.03 GROUND LEASE LINE ~ \ 6
g i6 358124.79 2459647.58 46 359643.35 2458920.05 76 357949.76 2458282.46 24" WIDE STOP BAR (TYP.) ~ I 7 0 5.0
0 17 358064.11 2459631.04 47 359663.97 2459012.19 77 357821.42 2458244.21 3 FT. WIDE TACTILE D3-1
C ;1~ 6 WARNING STRIP ~ ~ C
~ 18 358020.83 2459614.65 48 359595.12 2459066.74 78 357779.26 2458231.64 U 5.0 (TYP) ` ; ~ ~ Z
~j 19 357921.60 2459579.52 49 359540.79 2459080.30 79 357615.02 2458220.25 ~ ~ ~ O
I I 20 357854.09 2459567.64 50 359475.45 2459071.93 80 357551.80 2458201.41 ~ INTERSECTION i ~ ~ ~
O / 1 ~ 21 357789.64 2459566.58 51 358538.97 2459387.57 81 357530.72 2458195.12 ~ STA. 10+53.35 RDA = ~ ~ ~ ~ U
Z ~ STA. 11 +05.16 RD C = i yi ~ x Q
~ 22 357744.53 2459568.45 52 358503.40 2459331.98 82 357467.46 2458176.27 ~ STA. 0+00.00 RD D W W H W O i ~ ~U~ ~
CU 23 357664.16 2459568.68 53 358472.05 2459285.95 83 357367.07 2458218.65
24 357619.00 2459562.06 54 358414.57 2459220.22 84 357354.50 2458260.81 ~ ] PEDESTRIAN ~ 2A , ~ ~ ~ ~ Z 7 CROSSWALK ~ ~ 0 ~ ' 2 ~ O W ~
N 25 358712.27 2458944.10 55 358373.12 2459183.17 85 357339.88 2458309.87 ~ 5.0~ 5.0 (TYP) . ~ ~ ~ ~ ~ ~ W W ~
L ww
~ 26 358755.38 2458936.14 56 358301.38 2459133.40 86 357327.31 2458352.04 ~ / ~ STREET NAME SIGN; ~Q ~ i o ~ ~ ~ W ~ AFFIX ABOVE SIGN / \ ~X ~ ~ ~ W ~
N 27 358799.32 2458924.11 57 358252.16 2459107.54 (TBA* &TBA*) , ~ W B
B m 28 358839.94 2458908.33 58 358191.31 2459083.26 v _ TYPICA TYPICAL ~°j: W ~
~ 29 358891.52 2458880.91 59 357988.00 2459053.41 ~ PAVEM
~ ~ 5.0 5.0 PAVEMENT SECTION 1pX ~ ~~Q~ i~ - R~z~ ~ ~ ~ ~ i ~ i _
~ 30 358927.33 2458856.07 60 357901.00 2459062.43 % 0 _ / I ~ ~
U / ~ / 2 ~ ~ 2A
~ TYPICAL DRIVEW L 'ICAL DRIVEWAY w~. C \ ~ i ~ i~ O ....L..
n ~ ~ ~ 2 CONCRETE SECT NCRETE SECTION ~ A~ , i ~
0 5.0 U ~ ~ ~ ~ ~o, ~ ~ ~ Project No: 26012
/ ~ ~ ~ C~~ i p Ad ~ Drawn:
3 ~ 2 CONCRETE SIDEWALK TE SIDEWALK ~ / ° ~ / ~ ~ o~ i ~ Checked:
i / •0 TYP L ( ) ~ i
C I ~ ~ _ ~ ~ / j f ~ ~ ~ Approved: PARKING % ~ l j R30' *Scale:
N ~ 7 ON STREET PARKING o ~ 5.0 TYP li
( ) % ~ i I I *use graphic scales if sheet size
NA i / ~ R301 ~ varies from 22 x 34
o i \ / i ~ ~8 ~42 ~ 11
0 " ~ 1 \ % / % o to 20 ao 4o ao t2o SHEET 16 OF 167
i N _ _ ~
MATCH LINE SEE SHEET CS-4.03 CS,_4.0~ T / / ~ / SCALE 1 " = 40'
~ 1~ ~ L ~ / / / % j / REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ O
Q j / / EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
PROPOSED FEATURES LEGEND ~ ~ T
ASPHALT PAVEMENT °~2I!~TE CORPS
(ROADWAYS) € ~ " 1~1UITIS ~~r
CONCRETE DRIVEWAY
\ \ CONCRETE PAVEMENT u
H I \
\ CONCRETE SIDEWALK INCIDENT & INJURY FREE I~l
:a ~ ~ ~ GRAVEL SIN LES16N 0 ACCIDENTS
GROUND LEASE LINE ~ ' ' ~ ' ' ~
LIVE SAFE VIVA SEGUBO WORK SAFE TfiABAJE SEGUBO
CENTERLINE - - ,
\ a , . 50 FT. STREAM BUFFER - - - - - - - - - ~ i%
;U
\ \ WETLANDS
~ CENTER LINE STREAM
i ~ LOT NUMBER
~ ~ BUILDING MATRIX DESCRIPTION ACt
\ t G ~ ~
\ ~ _ ~
® ~ ~ WETLANDS BOUNDARY HANDICAPPED UNIT ~ Lend Lease
~ (TYP.) SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
! ~ ~
\ x ~k SUBCONTRACTOR TO COORDINATE WITH D/B
I CONTRACTOR WITH REGARDS TO STREET NAMES
\ 20 FT. EASEMENT
\ FOR WATERMAIN. \ 01 ONE WAY R6-1 36"x12"
? ~ LOCATION TAKEN ~ ~ FROM PLANS Q z
\ \ SUPPLIED BY BASE.
~~o 0
\ o ti 2 5.0 ~ m ~ N
\ ~ o STOP R1-1 30"x30" ~ ~ J N
F ~ I ? \
i ~ ~>w F
® ~ ~ R1-3 ~ W ~
\ ~ ~ ~ ~
W ~
i \ \
r ? \ SPEED
O REAR YARD FENCES; ~
\ ~ ~ I REFER TO LANDSCAPE + 3 LIMIT O 0
I ARCHITECTURAL ~ \ o R2-1 24"x30"
~ DRAWINGS FOR \ d ~ V LAYOUT AND DETAILS. 0
\ t ~ z c7 ~ Z S ~ e
~I ~ - \ ~ Z W z o„~ r
E W \ W' H x ~m~ C
\ ~ 7 O W ¢ a ~ W W W U ~ Sze
r..t ~ O •0 ra Z O ~ F^u F e
W ~ 4 W11-2 30°x30° H z ~ i ~
~J,J CONCRETE SIDEWALK 2 \ ~ ~ ~ w ~ ~ ~~o
N ~ TY 5.0 \ ~ \ 2 4 w Z a
~ - a \ U \ W16-7p
~ GROUND LEASE LINE \ 1= ? \ ~
Q ~ \
W \ r ~.4 • 5.0 I I I
z \ \ 4 5
I J W11-2 30"x30"
rn i - ~ O D 20 f t ~i D
~ _ ~ - , N i ~~1/ U o ~m_ m_ m_....m_....m_....m_....m~ p `~~~111 r ~ f Illl~~i
~ ~ pjo 1 } AHEAD w1 s-s
n1 ~ , i ~ ~.x 1 _....m. ~ ~ o
7 m ~ NO ~ a.•
12 •
N ~ o ~ PARKING 5.0 31144
I _ \ ~ ~ ANY R7-1(B) 12°x18° %i~,S,~NG'fN~G~~~S~~~
i-~ TIME ~'%~~AS oP~`~~
~~~ff n i r~~~~~
I ; ~ ~ ~ ~ ~ ti~ TYPICAL 3 / , p~ ~ ~ x`° PAVEMENT SECTION 1 x~ t~
/ / 46 / x ~ ~ G• \ ~ s
~ 07 = 5.0
D3-1
~ / / ~ \ ~ C
I ~ / r-~.~:: Z
/ / / ~ ~ 48 ~ ~ SEE SHEET CS~4.01 ~ ~ ~
o 45 1 ~ ~ /
j / y Rao' , 3 FT. WIDE TACTILE ~ ' °o ~ ~ \ i FOR CURVE, LINE w ~ ~ Q 0
= i / WARNING STRIP 6 ~ ~ ~ ~ - ~ AND PARKING ~ ~ ~ ~
/ / ~ ~ ~ ~ TYPICAL DRIVEWAY ~ v / r/ ~ f (TYP) .0 ~ ~ ~ ~ ~ ~ o ~I
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EXISTING FEATURES LEGEND.
4 5 7

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1
1 t % ~ 42 i //l
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Q EXISTING FEATURES LEGEND.
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4 5 7

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TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT =NT SCHEDULE OF INSPECTIONS TYPICAL NOTES
TRAP N0.4~ TRAP N0.16~ TRAP N0.19~ TRAP N0.20~ TRAP N0.21 ~ TRAP N0.22~ AND MAINTENANCE NOTES THE FOLLOWING NOTES ARE TAKEN FROM THE STORM WATER ~ ~ T
DISTURBED DRAINAGE AREA = 1,57 AC. DISTURBED DRAINAGE AREA = 3.43 AC. DISTURBED DRAINAGE AREA = 1.97 AC. DISTURBED DRAINAGE AREA = 0.32 AC. DISTURBED DRAINAGE AREA = 0.46 AC. DISTURBED DRAINAGE AREA = 0,64 AC. = 0.64 AC. POLLUTION PREVENTION PLAN (SWPPP). THEY ARE °T2I,!~TE CARPS
STORAGE REQUIRED = 5,652 C.F. STORAGE REQUIRED = 12,348 C.F. STORAGE REQUIRED = 7,092 C.F. STORAGE REQUIRED = 1,152 C.F. STORAGE REQUIRED = 1,656 C.F. STORAGE REQUIRED = 2,304 C.F. C.F. THE FOLLOWING NOTES ARE TAKEN FROM THE STORM WATER REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE
STORAGE PROVIDED = 5,900 C.F. STORAGE PROVIDED = 15,970 C.F. STORAGE PROVIDED = 8,216 C.F. STORAGE PROVIDED = 1,455 C.F. STORAGE PROVIDED = 2,037 C.F. STORAGE PROVIDED = 3,770 C.F. Quo = 5.5 CFS Qio = 12 CFS Quo = 6.9 CFS Qio = 1.1 CFS Quo = 1.6 CFS Quo = 2.2 CFS C.F. POLLUTION PREVENTION PLAN (SWPPP). THEY ARE SUB-CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF THE ~ _,_:,'I~~UNITIS REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE SWPPP. THE GRADING SUB-CONTRACTOR AND ALL OTHER
SURFACE AREA REQUIRED = 2,387 S.F. SURFACE AREA REQUIRED = 5,215 S.F. SURFACE AREA REQUIRED = 2,995 S.F. SURFACE AREA REQUIRED = 487 S.F. SURFACE AREA REQUIRED = 699 S.F. SURFACE AREA REQUIRED = 973 S.F. SUB-CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF SUB-CONTRACTORS MUST READ AND SIGN THE LATEST COPY OF 973 S.F. THE SWPPP. ALL GRADING SUBCONTRACTORS MUST READ AND THE SWPPP, WHICH WILL BE KEPT AT THE D/B CONTRACTOR'S
H - - - - - SURFACE AREA PROVIDED - 5,537 S.F, SURFACE AREA PROVIDED - 6,913 S.F. SURFACE AREA PROVIDED - 4,327 S.F. SURFACE AREA PROVIDED - 1,198 S.F. SURFACE AREA PROVIDED = 1,814 S,F. SURFACE AREA PROVIDED - 2,637 S.F, 2,637 S.F. SIGN THE LATEST COPY OF THE SWPPP, WHICH WILL BE KEPT Q.C. MANAGER'S JOB TRAILER.
TOP OF EMBANKMENT ELEU. = 25.5 FT. TOP OF EMBANKMENT ELEV. = 26.5 TOP OF EMBANKMENT ELEV. = 31,5 TOP OF EMBANKMENT ELEV. = 33.5 TOP OF EMBANKMENT ELEV. = 32.5 TOP OF EMBANKMENT ELEU. = 32.5 = 32.5 AT THE D/B CONTRACTOR'S Q.C. MANAGER'S JOB TRAILER. INCIDENT & INJURY FREE 1. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED,
WEIR ELEU. = 24.5 FT. WEIR ELEV. = 25.5 WEIR ELEV. = 30,5 _ WEIR ELEV. = 32.5 WEIR ELEV. = 31.2 WEIR ELEU. = 31.2 1. INSPECTIONS SHALL BE DONE BEFORE ANTICIPATED STORM INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE SIN LES16N 0 ACCIDENTS
WEIR LENGTH = 6 FT. WEIR LENGTH = 10 FT. WEIR LENGTH = 4 FT. WEIR LENGTH = 4 FT. WEIR LENGTH = 4 FT. WEIR LENGTH = 4 FT. BOTTOM OF TRAP ELEU. = 22.0 FT. BOTTOM OF TRAP ELEV. = 22,0 BOTTOM OF TRAP ELEV. = 27.5 BOTTOM OF TRAP ELEV. = 30.0 BOTTOM OF TRAP ELEV. = 29.0 BOTTOM OF TRAP ELEU. = 28.0 EVENTS (OR SERIES OF STORM EVENTS SUCH AS INTERMITTENT MANUFACTURE'S SPECIFICATIONS AND THE CONTRACT
~ 8.0 SHOWERS OVER ONE OR MORE DAYS) AND WITHIN 24 HOURS DOCUMENTS. IF PERIODIC INSPECTIONS OR OTHER INFORMATION AFTER THE END OF A STORM EVENT OF 0.5 INCHES OR INDICATES A CONTROL HAS BEEN USED INAPPROPRIATELY OR WORK SAFE TfiABAJE SEGUBO
TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT ~ TEMPORARY SEDIMENT .NT GREATER, AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. INCORRECTLY, THE SUB-CONTRACTOR MUST REPLACE OR MODIFY _
WHEN PORTIONS OF THE SITE HAVE BEEN FINALLY OR THE CONTROL FOR SITE SITUATIONS. ' / ~ ' TEMPORARILY STABILIZED, OR RUNOFF IS UNLIKELY DUE TO ~ i%^ ;
TRAP N0.5~ TRAP N0.18~ ~ ~ TRAP N0.23~ TRAP N0.24~ WINTER CONDITIONS (E.G. SITE COVERED WITH SNOW, ICE OR 2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE U
DISTURBED DRAINAGE AREA = 2,22 AC. DISTURBED DRAINAGE AREA = 0.34 AC. DISTURBED DRAINAGE AREA = 0.59 AC. DISTURBED DRAINAGE AREA = 0.72 AC. = 0.72 AC. FROZEN GROUND), SUCH INSPECTION ONLY HAS TO BE ACCUMULATIONS OF SEDIMENT THAT HAVE NOT REACHED A
STORAGE RE UIRED = 7 992 C.F. STORAGE RE UIRED = 1 224 C.F. ~ ~ - - Q Q ~ STORAGE REQUIRED - 2,124 C.F. STORAGE REQUIRED - 2,592 C,F. STORAGE PROVIDED = 7,992 C.F. STORAGE PROVIDED = 1,470 C.F. STORAGE PROVIDED = 2,533 C.F. STORAGE PROVIDED = 3,511 C.F. C.F. CONDUCTED ONCE PER MONTH. STREAM OR WETLAND, MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS. PERMITTEES SHALL
Quo = 1.8 CFS Qua = 1.2 CFS Quo = 2.1 CFS Quo = 2.5 CFS C.F. 2. INSPECTIONS AND ASSOCIATED NECESSARY REPAIRS DONE NOT INITIATE REMEDIATION/RESTORATION OF A STREAM WITHOUT
SURFACE AREA REQUIRED = 3,375 S.F. SURFACE AREA REQUIRED = 517 S.F. ~ SURFACE AREA REQUIRED = 897 S.F. SURFACE AREA REQUIRED = 1,095 S.F. 60 HOURS BEFORE A RAIN EVENT CONSTITUTE COMPLIANCE CONSULTING THE OWNER'S REPRESENTATIVE FIRST. THE NPDES 1,095 S.F. WITH "BEFORE ANTICIPATED STORM EVENTS," AND INSPECTIONS PERMIT DOES NOT, HOWEVER, AUTHORIZE ACCESS TO PRIVATE
SURFACE AREA PROVIDED = 5 051 S.F. SURFACE AREA PROVIDED = 2 030 S.F. ~ TREE PROTECTION 5 SURFACE AREA PROVIDED = 2 137 S.F. _ ' C5.05 SURFACE AREA PROVIDED 2,160 S.F. 2,160 S.F. AND REPAIRS ON A FRIDAY MEET THE REQUIREMENTS FOR PROPERTY. ACtuS v
TOP OF EMBANKMENT ELEU. = 27.5 FT. TOP OF EMBANKMENT ELEV. = 31.5 (TYP) ~ TOP OF EMBANKMENT ELEV. = 30.5 TOP OF EMBANKMENT ELEV. = 27.8 G - 27,8 RAIN EVENTS OVER THE WEEKEND. 3. SEDIMENT SHOULD BE REMOVED FROM SEDIMENT TRAPS, SILT
WEIR ELEU. = 26.5 FT. WEIR ELEV. = 30.5 WEIR ELEV. = 29.5 WEIR ELEV. = 26.8 3. QUALIFIED PERSONNEL SHALL INSPECT DISTURBED AREAS FENCES, DIVERSION DITCHES, AND OTHER SEDIMENT CONTROLS fiend Lease
WEIR LENGTH = 8 FT. WEIR LENGTH = 4 FT. FT WEIR LENGTH = 4 FT. WEIR LENGTH = 4 FT. BOTTOM OF TRAP ELEU. = 23.0 FT. BOTTOM OF TRAP ELEV. = 29.0 ~ .^•••~..s~ BOTTOM OF TRAP ELEV, = 27.0 BOTTOM OF TRAP ELEV. = 26.0 OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY AS NECESSARY, AND MUST BE REMOVED WHEN DESIGN CAPACITY
• ~ 6.0 STABILIZED, AREAS USED FOR STORAGE OF MATERIALS THAT HAS BEEN REDUCED BY 50%. ARE EXPOSED TO PRECIPITATION, STRUCTURAL CONTROL 4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION
/ 'S~.• TEMPORARY SEDIMENT ~ TEMPORARY SEDIMENT =NT MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT CHEMICALS EXPOSED TO STORM WATER SHALL BE PICKED UP
~ -o ~ TRAP N0.6 d ~ THE SITE. PRIOR TO ANTICIPATED STORM EVENTS, OR OTHERWISE
S~ TRAP N0.25 ~A 4. DISTURBED AREAS AND AREAS USED FOR STORAGE OF PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM
DISTURBED DRAINAGE AREA = 3.59 AC. ~ DISTURBED DRAINAGE AREA - 0.57 AC. STORAGE REQUIRED = 12,924 C.F. \ ; STORAGE RE UIRED - 2 052 C.F. = 0.57 AC. MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE WATER DISCHARGES.
Q - STORAGE PROVIDED = 12,965 C.F. Q SED. TRAP...... \ STORAGE PROVIDED = 2,348 C.F. C.F. INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND 5. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT
Qua = 12,5 CFS ~ ~F \ C.F. SEDIMENT CONTROL MEASURES IDENTIFIED IN THE STORM BE DESTROYED, REMOVED OR DISTURBED MORE THAN 20 J WATER POLLUTION PREVENTION PLAN AND IN THE CONTRACT CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING UNLESS ~ z
No. 21 Quo - 2.0 CFS SURFACE AREA REQUIRED = 5,458 S.F. / ~ a SURFACE AREA REQUIRED - 867 S.F. 867 S.F. DOCUMENTS SHALL BE OBSERVED TO ENSURE THAT THEY ARE THE AREA IS SEEDED AND/OR MULCHED OR OTHER TEMPORARY vi ~ ~ O
SURFACE AREA PROVIDED = 5 686 S.F. / ~ s _ ~ SURFACE AREA PROVIDED - 1,764 S.F. 1,764 S.F. OPERATING CORRECTLY. COVER IS INSTALLED. _ (n O _ W
TOP OF EMBANKMENT ELEV. = 27.7 FT. ''~TP / TOP OF EMBANKMENT ELEV. = 28.5 - 28'5 5. OUTFACE POINTS (WHERE DISCHARGES FROM THE SITE 6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM ~ m ~ N
WEIR ELEV. = 26.7 FT. ~Q WEIR ELEV. - 27.5 WEIR LENGTH = 10 FT. ~ WEIR LENGTH = 4 FT. NECESSARY FOR GRADING AND EQUIPMENT OPERATION. ENTER STREAMS OR WET WEATHER CONVEYANCES) SHALL BE 0 ~ J N
F BOTTOM OF TRAP ELEV. = 22.0 FT. ~ ~ _ INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL 7, CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE ~ ~ N F !6,0 MEASURES ARE EFFECTIVE IN PREVENTING NEGATIVE IMPACTS EXPOSURE TIME OF GRADED OR DENUDED AREAS.
~ BOTTOM OF TRAP ELEV. 26,0 • 'I TO RECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE ~ j
~ Q ~ o- ~ ~ ~ ~ TEMPORARY SEDIMENT SEE SHEET C5.05 FOR CONSTRUCTION AND INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE STRUCTION AND INSPECTED IF POSSIBLE. LOCATIONS WHERE VEHICLES ENTER 8• ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES W
SED. T;~ P ~ ~ sF . I'p ~ MAINTENANCE SPECIFICATIONS i OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF MUST BE IN PLACE AND FUNCTIONAL BEFORE ANY LAND ~ ~ ~
TRAP N0.7 ~ No. 0 OFFSITE SEDIMENT TRACKING. DISTURBANCE OPERATIONS BEGIN, AND MUST BE CONSTRUCTED W ~ AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. W
DISTURBED DRAINAGE AREA = D.82 AC. 6. BASED ON THE RESULTS OF THE INSPECTION, ANY TEMPORARY MEASURES MAY BE REMOVED AT THE BEGINNING OF
STORAGE REQUIRED = 2,952 C.F. STORAGE PROVIDED = 3,050 C.F. INADEQUATE CONTROL MEASURES, OR CONTROL MEASURES IN THE WORK DAY, BUT MUST BE REPLACED AT THE END OF THE ~
~o = 2.9 CFS SED. TRAP ~ ; Q DISREPAIR, SHALL BE REPLACED OR MODIFIED, OR REPAIRED WORK DAY. cn BY THE SUB-CONTRACTOR AS NECESSARY, BEFORE THE RAIN
a - - ~ SURFACE AREA REQUIRED = 1,247 S.F. Np, 19 SED. TRAP 9. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON SITE; EVENT IF POSSIBLE, BUT IN NO CASE MORE THAN SEVEN THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES
SURFACE AREA PROVIDED = 2 331 S.F. ! DAYS AFTER THE NEED IS IDENTIFIED. IF MAINTENANCE PRIOR ai TO THE NEXT ANTICIPATED STORM EVENT IS IMPRACTICAL, WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY ~
No. 22 TOP OF EMBANKMENT ELEV. = 28.5 FT. I ~ MAINTENANCE MUST BE SCHEDULED AND ACCOMPLISHED AS CEASE ON A PORTION OF THE SITE; AND THE DATES WHEN D
WEIR ELEV. = 27.5 FT. / ~ ~~a~ SOON AS PRACTICAL. STABILIZATION MEASURES ARE INITIATED.
WEIR LENGTH = 4 FT. ~ J _ / ~ ~ E BOTTOM OF TRAP ELEV. 25,5 FT. ~ SF-, 7. BASED ON THE RESULTS OF THE INSPECTION, THE SITE 10. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS ~ z W x o „
DESCRIPTION PROVIDED, AND THE POLLUTION PREVENTION PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ~ z ~ ~ ~ E ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN O ca: a 5 MEASURES PRESENTED IN THIS PLAN MAY BE REVISED AS ¢ ~ ~ ~ m
a TEMPORARY SEDIMENT ~ TP 5F fd n APPROPRIATE, BUT IN NO CASE LATER THAN 14 CALENDAR NO CASE MORE THAN SEVEN DAYS AFTER THE CONSTRUCTION w a w ~
° ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR W w V ~ ~ z e DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS Z z a s SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHANGES PERMANENTLY CEASED. EXCEPT IN THE FOLLOWING TWO ~ O ~ ~ ~ M
TRAP N0.8~ a~ . ~l ~ ~P _ ~ ~ J SITUATIONS: 1. WHERE THE INITIATION OF STABILIZATION TO THIS PLAN IN NO CASE LATER THAN 21 CALENDAR DAYS C7 ~ W z
Y DISTURBED DRAINAGE AREA - 0.89 AC. ~ ~ SED. TRAP MEASURES BY THE SEVENTH DAY IS PRECLUDED BY SNOW z FOLLOWING THE INSPECTION. 2 ~ - ~ COVER OR FROZEN GROUND CONDITIONS, STABILIZATION ~ rTl ~ Z m o
~ STORAGE REQUIRED = 3,204 C.F. ~ ~ ~ ~y No. 18 STORAGE PROVIDED = 3 315 C.F. Q 8. INSPECTIONS SHALL BE DOCUMENTED AND INCLUDE THE MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL; OR 2. F~••I W z a
° ~ dl 3 Qio = 3.1 CFS ~ SCOPE OF THE INSPECTION, NAME(S) AND TITLE OR WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS
SURFACE AREA REQUIRED = 1,353 S.F. \ QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, THE TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 15 DAYS, TEMPORARY STABILIZATION DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF
E SURFACE AREA PROVIDED = 2 368 S.F. ~ a~ ~ ' ~ TP d~ ~ TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION SITE.
~ TOP OF EMBANKMENT ELEV. = 30.6 FT. 0.16 ACRES DRAINING T0, GROUND LEASE LINE PREVENTION PLAN (INCLUDING THE LOCATION) OF DISCHARGES I I I
N WEIR ELEV. = 29.6 FT. 177 FT OF SILT FENCE T OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE AND OF 11. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE ANY CONTROL DEVICE THAT FAILED TO OPERATE AS DESIGNED ACCOMPLISHED WITHIN 15 DAYS AFTER FINAL GRADING OR
WEIR LENGTH = 4 FT. A I TEMPORARY TP \ BOTTOM OF TRAP ELEV. = 27,0 FT. DIVER510N SWALE 4 OR PROVED INADEQUATE FOR A PARTICULAR LOCATION AND OTHER EARTH WORK. PERMANENT STABILIZATION WITH PERENNIAL
rn ,~Q TP \ ACTIONS TAKEN IN ACCORDANCE IN PARAGRAPH 6 ABOVE. VEGETATION OR OTHER PERMANENTLY STABLE, NON-ERODING SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS SOON
°o (TYP) C5.05 T A d,( ND , TEMPORARY SEDIMENT o.18 ACRES DRAINING TO AS PRACTICABLE. D
d 162 FT OF SILT FENCE
TRAP N0.14~ ~ a~ , N ~ ~A GENERAL SEQUENCE OF CONTRUCTION: 12. TEMPORARY SOIL STABILIZATION SHALL BE ACCOMPLISHED ~~~Itlll/)) WITH A TEMPORARY SEED MIX AND STRAW MULCH. THE ~~~`~N CARO~~ii
~ DISTURBED DRAINAGE AREA = 1.39 AC. SED. TRAP ~ 1 ~a d 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY TEMPORARY SEED MIX SHALL BE AS SHOWN ON SHEET C-5.05 i~ . • • ' •
~ STORAGE RE UIRED = 5 004 C.F. f ~J Q No. 8 ~ v SEDIMENT TRAPS, DIVERSION SWALES, TREE PROTECTION AND SHALL BE OF A COMMERCIAL GRADE MEETING THE ~ao•'
STORAGE PROVIDED = 6,657 C.F. ; s SED. TRAP' Q - AND SILT FENCE PRIOR TO ANY MASS GRADING. REQUIREMENTS OF THE STATE SEED LAW. SEED SHALL NOT BE 2. DEMOLITION OF EXISTING STRUCTURES AND UTILITIES. USED AFTER ONE YEAR FROM DATE OF GERMINATION TEST ~
Q~a - 4.9 CFS , ~ o ~ No. 23 ~ I SURFACE AREA REQUIRED = 2,113 S.F. ~P 3. COMMENCE MASS GRADING. MAINTAIN ALL SEDIMENT AND SHOWN ON THE LABEL. 31144 - .
SED. TRAP e SURFACE AREA PROVIDED = 4,505 S.F. I TEMPORARY CONSTRUCTION EXIT ~ EROSION CONTROL MEASURES THROUGHOUT THE ~ ~ • ~ 13. STRAW FOR MULCHING SHALL BE FROM OATS, WHEAT, OR i Gf~~ e 1 CONSTRUCTION PERIOD. RYE, FREE FROM NOXIOUS WEED, MOLD, OR OTHER ~~~~5' 'y ~ ~
c~ TOP OF EMBANKMENT ELEV. = 25.5 FT. TEMPORARY 0, 6 \ C5.05 4. INSTALL UTILITIES. ~j 0 X5.05 5. CONSTRUCTION OF ROADWAYS. OAIRJEDRYO CONDITIONEAND SHALLWBEUSUTABLELFOREPLACING WITH ,/~~~~S~~jjtoP\\\
~ - STONE SPILLWAY s 0.22 ACRES DRAINING TO \ (TYP) WEIR ELEV. - 24.5 FT. d 6. CONSTRUCT HOUSING UNITS. AN APPROVED MECHANICAL BLOWER.
~ WEIR LENGTH = 6 FT. ~ c5.a5 136 FT OF SILT FENCE ~ ~L ~ (TYP) -o ~ /•(Q 7. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND
~ BOTTOM OF TRAP ELEV. = 22.0 FT. SED. TRAP a SEDIMENT BUILD-UP AT ALL SILT FENCING, GRASS 14. NO SOLID MATERIALS INCLUDING BUILDING MATERIAL, SHALL SWALES AND SEDIMENT TRAPS TO MAINTAIN ADEQUATE gE DISCHARGED TO WATERS OF THE UNITED STATES EXCEPT AS
~ SEE SHEET C5.05 FOR CONSTRUCTION AND No. 25 i SEDIMENT CONTROL MEASURES. AUTHORIZED BY A SECTION 404 PERMIT.
~ MAINTENANCE SPECIFICATIONS ~Q o 0.41 ACRES DRAINING TO 8. FINAL LANDSCAPING-ESTABLISHMENT OF GROUND COVER. 9. WHEN CONSTRUCTION IS COMPLETED AND APPROVED BY 15. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE C
~C c~ ~ 180 FT OF SILT FENCE D/B CONTRACTOR, REMOVE SEDIMENT TRAPS, GRAVEL GENERATION OF DUST SHALL BE MINIMIZED.
SED. TRAP CONSTRUCTION ENTRANCES, AND SEED, PAVE, OR LJ Z
~ / No. 5 RIP-RAP RESULTING DISTURBED AREAS. Z 16. UPON COMPLETION OF CONSTRUCTION AND STABILIZATION ~ 10. CLEAN UP. ~ O
I ~ OF THE SITE, THE SUB-CONTRACTOR SHALL REMOVE ALL SEDIMENT TRAPS AND GRADE THE SITE TO ITS END STATE AS ~ ~ U ~ O
o TP ~ ~ a TP I SHOWN ON THE GRADING PLANS AND STABILIZE THE SEDIMENT
z NOTES: TRAP AREAS. ~ ~ x
_ ~ dl > r d SF 1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE W W ~
~ ~ ~ SF ~ 0.18 ACRES DRAINING TO RECEIVED FROM THE NCDENR PERMITTED MIDWAY PARK, WING TO WATKINS VILLAGE AND TARAWA TERRACE SITES. 0 ~ Z w
~ ~ - 85 FT OF SILT FENCE .o SF / ENCE 2. THE CONSTRUCTION EXITS SHALL BE INSTALLED AT THE O
o, ~ EXISTING PAVED ROADS AND PARKING AREA LOCATIONS ~ 0 W EXTENDING OFF WILSON BOULEVARD. THESE p,pR®FFS~•'• W ~ Z U
° CONSTRUCTION EXITS SHALL BE RELOCATED TO THE eF~~ S'f W ~ ~ ~j WING TO PROPOSED ROADWAY LOCATIONS ONCE THE PROPOSED ; ' Q~,'~~~ :~'1/•~'; Z ~ W Q
L SED. TRAP 0.19 ACRES DRAINING TO ~ 85 FT OF SILT FENCE ENCE STTRM WATER PIPING HAS BEEN INSTALLED AT THESE ; V~,% ono ~ ~ w O
N ~ No. 7 Q LOCATIONS.
g U ~ C~ 3. THE SUB-CONTRACTOR SHALL STABILIZE ALL STOCKPILES ~ ` ~ p.., C!~ SEVEN DAYS AFTER COMPLETING THE STOCKPILE UNLESS `il~ ~~`''l Z
/ 0.31 ACRES DRAINING TO ~ ~ FURTHER CONSTRUCTION ACTIVITY WILL OCCUR ON THE ~ Z ; ~ O
o 140 FT OF SILT FENCE ~ ~ ~ A Q / ~ TEMPORARY STOCKPILE WITHIN 15 DAYS.
~ ~ ~ ~ SILT FENCE 2 o r ~ 0.66 ACRES DRAINING TO / P C5.05 2 4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE M~ Thomas J. Davis ~ U NOT INITIALLY ACCESSIBLE ONCE THE GRADING TO THE ,®do~ No. 2901 ~ ~GC?,,% w
° 413 FT OF SILT FENCE (nP) C5.05 POINT OF TREE PROTECTION HAS BEEN REACHED. ?
~ d.( ~ ~ . . L ~ / / 5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL ~ ~~``°°-°''r° ~ MEASURES UNTIL FINAL STABILIZATION IS ESTABLISHED. ,~~'•~~D ~~p~~~~.~-•'~
N ~ d ~ d
° SED. TRAP / ~ ~ ~ ~ i SED.: TRAP N Project No: 26012
~ PIPE E02 •-E01 TO BE ~P ~ ~d T ~ N 0, 4 CONSTRUCTED ~
3 P No. 14 ~'N. r ALONG WITH SEDIMENT THE SEDIMENT AND EROSION CONTROL drawn: MEASURES SHOWN ON THIS PLAN SHALL Checked:
d ~ TRAPS ~ dl ~ ~ BE INSTALLED PRIOR TO ANY LAND Approved:
I SED. TRAP DISTURBING ACTIVITIES. SHOULD SITE
N ~ ~ ~ Na. 24 CONDITIONS CHANGE OR SITE INSPECTIONS *scaie:
TEMPORARY ~ REVEAL THE ESCAPE OF SEDIMENT FROM *use graphic scales if sheet size
N A ~ 3 ROCK CHECK DAM i ~ SITE, A MODIFICATION OR ADDITIONAL varies from 22 x 34 A
SED. TRAP c5.05 TYP o O o d ~ i SEDIMENT AND EROSION CONTROL
N 1 No. 16 it , l MEASURES SHALL BE INSTALLED. THESE o zo ao so so ,oo zoo soo SHEET 24 of 167
- ~ - - - - CHANGES SHOULD BE DRAWN AND THE
° a MATCH LINE SEE SHEET CG-1.018 ~ ~ DATE NOTED ON THESE PLANS. SCALE 1 " = 100' ~ 1 1 A
0 REFER TO SHEET GI-0.01 FOR ~ ~ • O
a TP EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
SED. TRAP ~
i l } SCHEDULE OF INSPECTIONS TYPICAL NOTES
~a ~ - MATCH LINE.... No. 16 SEE SHEET CG 1.01A d~ . ~ AND MAINTENANCE NOTES THE FOLLOWING NOTES ARE TAKEN FROM THE STORM WATER - ~ ~ r ~ ~ T ~ ~
POLLUTION PREVENTION PLAN (SWPPP). THEY ARE 1,,, f ,~F ~C~3RP5
~ • THE FOLLOWING NOTES ARE TAKEN FROM THE STORM WATER REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE POLLUTION PREVENTION PLAN (SWPPP). THEY ARE SUB-CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF THE _ ~LTITIES
REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE SWPPP. THE GRADING SUB-CONTRACTOR AND ALL OTHER
i Y ~ ~ % I ~a SUB-CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF SUB-CONTRACTORS MUST READ AND SIGN THE LATEST COPY OF THE SWPPP. ALL GRADING SUBCONTRACTORS MUST READ AND THE SWPPP, WHICH WILL BE KEPT AT THE D/B CONTRACTOR'S
H SED. TRAP ~ ~ ~ SIGN THE LATEST COPY OF THE SWPPP, WHICH WILL BE KEPT Q.C. MANAGER'S JOB TRAILER.
0.12 ACRES DRAINING TO ' No. 3 T P I AT THE D/B CONTRACTOR'S Q.C. MANAGER'S JOB TRAILER. INCIDENT & INJURY FREE 1. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED,
108 FT OF SILT FENCE ~ ~ _ y a 1. INSPECTIONS SHALL BE DONE BEFORE ANTICIPATED STORM INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE SIN LES16N 0 ACCIDENTE
rp ~ \ / 1 EVENTS (OR SERIES OF STORM EVENTS SUCH AS INTERMITTENT MANUFACTURE'S SPECIFICATIONS AND THE CONTRACT
Tp ~ ? ~ Pp SED. TRAP a ~ SHOWERS OVER ONE OR MORE DAYS) AND WITHIN 24 HOURS DOCUMENTS. IF PERIODIC INSPECTIONS OR OTHER INFORMATION LIVE SAFE VIVA SEGUBO AFTER THE END OF A STORM EVENT OF 0.5 INCHES OR INDICATES A CONTROL HAS BEEN USED INAPPROPRIATELY OR WOBK SAFE TfiABAJE SEGUBO
~ ~ I 1• I No. 9 GREATER, AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. INCORRECTLY, THE SUB-CONTRACTOR MUST REPLACE OR MODIFY
GROUND LEASE LINE a. 1 ~ WHEN PORTIONS OF THE SITE HAVE BEEN FINALLY OR THE CONTROL FOR SITE SITUATIONS. ~
I 1 . , ~ ~ ~l TEMPORARILY STABILIZED, OR RUNOFF IS UNLIKELY DUE TO 2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE WINTER CONDITIONS (E.G. SITE COVERED WITH SNOW, ICE OR ACCUMULATIONS OF SEDIMENT THAT HAVE NOT REACHED A
~ F sF ~ P r 15 PROPOSED SOIL FROZEN GROUND), SUCH INSPECTION ONLY HAS TO BE STREAM OR WETLAND, MUST BE REMOVED AT A FREQUENCY
CONDUCTED ONCE PER MONTH. SUFFICIENT TO MINIMIZE OFFSITE IMPACTS. PERMITTEES SHALL
~g ~ Q : s STOCKPILE 'AREA • dL TREE PROTECTION 5 tP 1 ~ I 2. INSPECTIONS AND ASSOCIATED NECESSARY REPAIRS DONE NOT INITIATE REMEDIATION/RESTORATION OF A STREAM WITHOUT
0.17 ACRES DRAINING TO ~ 4 np C5.05 ~ ( ) / ~ ~ ~ ~ 94 FT OF SILT FENCE ~ I ~ ~ ~ 60 HOURS BEFORE A RAIN EVENT CONSTITUTE COMPLIANCE CONSULTING THE OWNER'S REPRESENTATIVE FIRST. THE NPDES
~ 1 ~ WITH "BEFORE ANTICIPATED STORM EVENTS," AND INSPECTIONS PERMIT DOES NOT, HOWEVER, AUTHORIZE ACCESS TO PRIVATE AND REPAIRS ON A FRIDAY MEET THE REQUIREMENTS FOR PROPERTY. ACt
G RAIN EVENTS OVER THE WEEKEND. 3. SEDIMENT SHOULD BE REMOVED FROM SEDIMENT TRAPS, SILT
y I- ~ ~ ~ ~ ' ~ ~ ~ I~ 3. QUALIFIED PERSONNEL SHALL INSPECT DISTURBED AREAS FENCES, DIVERSION DITCHES, AND OTHER SEDIMENT CONTROLS fiend Lease
~ ~ . SED. TRAP d OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY AS NECESSARY, AND MUST BE REMOVED WHEN DESIGN CAPACITY
~T ~ ~ ~ ~ 1 N O. 2 / ys ~ ~ TEMPORARY STABILIZED, AREAS USED FOR STORAGE OF MATERIALS THAT HAS BEEN REDUCED BY 50%. ARE EXPOSED TO PRECIPITATION, STRUCTURAL CONTROL 4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION
0.10 ACRES DRAINING TO ~ ~ . ~ 1 1 ~ ~ DIVERSION SWALE 4 4LE 4 MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT CHEMICALS EXPOSED TO STORM WATER SHALL BE PICKED UP
86 FT OF SILT FENCE ~ . r~ C5.05 C5.05 THE SITE. PRIOR TO ANTICIPATED STORM EVENTS, OR OTHERWISE
~ SED. TRAP ~ (nP) SED. TRAP a SED. TRAP 4. DISTURBED AREAS AND AREAS USED FOR STORAGE OF PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM
No. 17 ~ No; 13 MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE WATER DISCHARGES.
No. 10 ~ INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, 5. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND BE DESTROYED, REMOVED OR DISTURBED MORE THAN 20 J
~ ; y ~ ~ ~ a SEDIMENT CONTROL MEASURES IDENTIFIED IN THE STORM ai Q Z CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING UNLESS ~
~ a WATER POLLUTION PREVENTION PLAN AND IN THE CONTRACT ~ DOCUMENTS SHALL BE OBSERVED TO ENSURE THAT THEY ARE THE AREA IS SEEDED AND/OR MULCHED OR OTHER TEMPORARY cn ~ _ O
~ ~s r I 0.43 ACRES DRAINING r SED. TRAP 335 FT OF SILT FENCE RES DRAINING TO COVER IS INSTALLED. ~ (n O OPERATING CORRECTLY.
~ ~ j TA OF SILT FENCE ~ W N 5. OUTFACE POINTS (WHERE DISCHARGES FROM THE SITE 6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM ~ m ~ ^
~ 1 ~ No. 12 ~ a d r ENTER STREAMS OR WET WEATHER CONVEYANCES) SHALL BE NECESSARY FOR GRADING AND EQUIPMENT OPERATION. 0 ~ J N
F ~ I ~n : ~Q INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL 7. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE ~ ~ F
l 0.48 ACRES DRAINING TO ~ ~ y MEASURES ARE EFFECTIVE IN PREVENTING NEGATIVE IMPACTS EXPOSURE TIME OF GRADED OR DENUDED AREAS. ~ W TO RECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE - U Z
~ ~ `I ~ 313 FT OF SILT FENCE ~ ~ / 0.28 ACRES DRAINI G TO TP ~ ~ INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE g. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES ~ W ~
• ! I 125 FT OF SILT F CE TP c~ r 1 ~ lJ INSPECTED IF POSSIBLE. LOCATIONS WHERE VEHICLES ENTER MUST BE IN PLACE AND FUNCTIONAL BEFORE ANY LAND ~ ~ ~ OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF DISTURBANCE OPERATIONS BEGIN, AND MUST BE CONSTRUCTED W
r t ? Q OFFSITE SEDIMENT TRACKING. AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. ~ ~
~ ~P / N 0.17 ACRES DRAINING ' SEQ. TRAP ~ ~ ~ ~ ti 0.14 ACRES DRAINING TO 142 FT OF SILT FENCE RES DRAINING TO TEMPORARY MEASURES MAY BE REMOVED AT THE BEGINNING OF
d1 0.46 ACRES DRAINING TO No. 15 a ~ 126 FT OF SILT FENCE OF SILT FENCE 6. BASED ON THE RESULTS OF THE INSPECTION, ANY THE WORK DAY, BUT MUST BE REPLACED AT THE END OF THE ~ INADEQUATE CONTROL MEASURES, OR CONTROL MEASURES IN WORK DAY. vi
' 1109 FT OF SILT FENCE DISREPAIR, SHALL BE REPLACED OR MODIFIED, OR REPAIRED BY THE SUB-CONTRACTOR AS NECESSARY, BEFORE THE RAIN g. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON SITE;
1 \ •a EVENT IF POSSIBLE, BUT IN NO CASE MORE THAN SEVEN THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES
~ ~ ~ T ~ r f ~ A ~ DAYS AFTER THE NEED IS IDENTIFIED. IF MAINTENANCE PRIOR WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY ~ TO THE NEXT ANTICIPATED STORM EVENT IS IMPRACTICAL, CEASE ON A PORTION OF THE SITE; AND THE DATES WHEN D
i ~ 1 MAINTENANCE MUST BE SCHEDULED AND ACCOMPLISHED AS STABILIZATION MEASURES ARE INITIATED.
r ! / ~ SF SOON AS PRACTICAL.
~ ~ 5F al-~ ~ C5.05 ~ ~ 10. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS z ~ ~ z ~ 7. BASED ON THE RESULTS OF THE INSPECTION, THE SITE ~ z W z m C PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION C
E TYP ( ) 1 DESCRIPTION PROVIDED, AND THE POLLUTION PREVENTION F' z W ~ ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN O o. a ° ~
~ ~ i d~ ~ MEASURES PRESENTED IN THIS PLAN MAY BE REVISED AS Q ~ NO CASE MORE THAN SEVEN DAYS AFTER THE CONSTRUCTION w a > ~ APPROPRIATE, BUT IN NO CASE LATER THAN 14 CALENDAR ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR W w V ~ ~ z e
} dl SED. TRAP di ~ ~ DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS PERMANENTLY CEASED. EXCEPT IN THE FOLLOWING TWO Z O ~ ~
Igo, 1 SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHANGES SITUATIONS: 1. WHERE THE INITIATION OF STABILIZATION F"' ~ w TO THIS PLAN IN NO CASE LATER THAN 21 CALENDAR DAYS MEASURES BY THE SEVENTH DAY IS PRECLUDED BY SNOW z ~ z ~ 5
ys SED. TRAP Y TEMPORARY ~ ~ 2 FOLLOWING THE INSPECTION. ~ ~ x COVER OR FROZEN GROUND CONDITIONS, STABILIZATION ~ rTl ~ ~ ~ o
~ N0. 11 SILT FENCE MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL; OR 2. FJ••I w ~ z a 8. INSPECTIONS SHALL BE DOCUMENTED AND INCLUDE THE WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS
~ (TYPICAL) 5.0 S
0,42 ACRES DRAINING TO E SF ~ TEMPORARY 261 FT OF SILT FENCE i TO SCOPE OF THE INSPECTION, NAME(S) AND TITLE OR TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL CE QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, THE BE RESUMED WITHIN 15 DAYS, TEMPORARY STABILIZATION
a ~ " STONE SPILLWAY 6 ~ - p ' DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION SITE.
u~ F, ~ (TYPICAL) 5.0 PREVENTION PLAN (INCLUDING THE LOCATION) OF DISCHARGES I I I
cv - TEMPORARY ROCK CHECK DAM 3 OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE AND OF 11. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE ANY CONTROL DEVICE THAT FAILED TO OPERATE AS DESIGNED ACCOMPLISHED WITHIN 15 DAYS AFTER FINAL GRADING OR
I ~ ~ (np) C5,05 OR PROVED INADEQUATE FORA PARTICULAR LOCATION AND OTHER EARTH WORK. PERMANENT STABILIZATION WITH PERENNIAL
~ ~ i ~ ~ ACTIONS TAKEN IN ACCORDANCE IN PARAGRAPH 6 ABOVE. VEGETATION OR OTHER PERMANENTLY STABLE, NON-ERODING SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS SOON
°D i AS PRACTICABLE. D

. N ~ GENERAL SEQUENCE OF CONTRUCTION: 12. TEMPORARY SOIL STABILIZATION SHALL BE ACCOMPLISHED ~\\Iflllijj WITH A TEMPORARY SEED MIX AND STRAW MULCH. THE CAR i~/~,
~ ~ ~ 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY TEMPORARY SEED MIX SHALL BE AS SHOWN ON SHEET C-5.05 . • • • . O
~ ~ SEDIMENT TRAPS, DIVERSION SWALES, TREE PROTECTION AND SHALL BE OF A COMMERCIAL GRADE MEETING THE AND SILT FENCE PRIOR TO ANY MASS GRADING. REQUIREMENTS OF THE STATE SEED LAW. SEED SHALL NOT BE
CO ~ ~ _ - 2. DEMOLITION OF EXISTING STRUCTURES AND UTILITIES. USED AFTER ONE YEAR FROM DATE OF GERMINATION TEST
O ~ 3. COMMENCE MASS GRADING. MAINTAIN ALL SEDIMENT AND SHOWN ON THE LABEL. ~ 31144 s EROSION CONTROL MEASURES THROUGHOUT THE ~ ~ . ~
_I ~ CONSTRUCTION PERIOD. 13. STRAW FOR MULCHING SHALL BE FROM OATS, WHEAT, OR ii J•'• NG1NE~ • \~\~e
I c~ ~ 4. INSTALL UTILITIES. RYE, FREE FROM NOXIOUS WEED, MOLD, OR OTHER i~~y~•. • d
U ~ 6. CONSTRUCTIOHO~ ING UN~SYS~ AOIRJEDRYONCONDITIONEAND SHALLWBEUSUTABLELFOREPLACING WITH /~~~~~S~~jj\oA,\\
0~ . 3 / 7. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND AN APPROVED MECHANICAL BLOWER. SEDIMENT BUILD-UP AT ALL SILT FENCING, GRASS
~ ~ Q ~ SWALES AND SEDIMENT TRAPS TO MAINTAIN ADEQUATE 14. NO SOLID MATERIALS INCLUDING BUILDING MATERIAL, SHALL
~ SEDIMENT CONTROL MEASURES. BE DISCHARGED TO WATERS OF THE UNITED STATES EXCEPT AS
~ GROUND LEASE LINE 0 8. FINAL LANDSCAPING-ESTABLISHMENT OF GROUND COVER. AUTHORIZED BY A SECTION 404 PERMIT. 9. WHEN CONSTRUCTION IS COMPLETED AND APPROVED BY
~C c~ - . D/B CONTRACTOR, REMOVE SEDIMENT TRAPS, GRAVEL 15. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE C
U CONSTRUCTION ENTRANCES, AND SEED, PAVE, OR GENERATION OF DUST SHALL BE MINIMIZED. ~ Z RIP-RAP RESULTING DISTURBED AREAS.
U 10. CLEAN UP. 16. UPON COMPLETION OF CONSTRUCTION AND STABILIZATION Z 0
I OF THE SITE, THE SUB-CONTRACTOR SHALL REMOVE ALL ~ ~ SEDIMENT TRAPS AND GRADE THE SITE TO ITS END STATE AS ~ ~ U ~ 0
O SHOWN ON THE GRADING PLANS AND STABILIZE THE SEDIMENT NOTES: TRAP AREAS. ~ x
Z
1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE ~ RECEIVED FROM THE NCDENR PERMITTED MIDWAY PARK, *SEE SHEET C5.05 FOR CONSTRUCTION AND ~ v ~
U WATKINS VILLAGE AND TARAWA TERRACE SITES, MAINTENANCE SPECIFICATIONS Q ~ O
2. THE CONSTRUCTION EXITS SHALL BE INSTALLED AT THE ~ Z w O EXISTING PAVED ROADS AND PARKING AREA LOCATIONS ~ Q W
N EXTENDING OFF WILSON BOULEVARD. THESE :''Q,pRO~F~,''-. W ~ Z V
N TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT ° CONSTRUCTION EXITS SHALL BE RELOCATED TO THE ;;'`F\~,..-----..,,5'j4•., Z W ~ ~
~ ~ ~ ~ TRAP N0.15~ TRAP N0.17~ TRAP N0.1 TRAP N0.3 TRAP N0.10 TRAP N0.12 PROPOSED ROADWAY LOCATIONS ONCE THE PROPOSED ~ ° STTRM WATER PIPING HAS BEEN INSTALLED AT THESE lV~,% .e`~~f ~ ~
N p DISTURBED DRAINAGE AREA = 2.10 AC. DISTURBED DRAINAGE AREA = 1.64 AC. DISTURBED DRAINAGE AREA = 0.83 AC. DISTURBED DRAINAGE AREA = 1.83 AC. DISTURBED DRAINAGE AREA = 0.92 AC. DISTURBED DRAINAGE AREA = 1.42 AC. LOCATIONS. V % ~ W w O
` B - - STORAGE RE UIRED = 3 312 C.F. STORAGE RE UIRED = 5112 C.F. a~ STORAGE REQUIRED = 7,560 C.F. STORAGE REQUIRED = 5,904 C.F. STORAGE REQUIRED - 2,988 C.F. STORAGE REQUIRED - 6,588 C.F. Q Q , 3. THE SUB-CONTRACTOR SHALL STABILIZE ALL STOCKPILES ~ j ' ~ ~ B SEVEN DAYS AFTER COMPLETING THE STOCKPILE UNLESS ~Z'i~ W ~ ~ C!~ y
STORAGE PROVIDED = 8,709 C.F. STORAGE PROUIDED = 6,487 C.F. STORAGE PROVIDED = 5,364 C.F. STORAGE PROVIDED = 7,527 C.F. STORAGE PROVIDED = 5,287 C.F. STORAGE PROVIDED = 5,759 C.F. FURTHER CONSTRUCTION ACTIVITY WILL OCCUR ON THE d~~i ~ ; C ; O Z Q O
o Qua = 7,3 CFS Quo = 5.7 CFS Quo = 2.9 CFS Quo = 6.4 CFS Quo = 3.2 CFS Quo = 5.0 CFS STOCKPILE WITHIN 15 DAYS. . 4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE mp'.~ Thomas J. Davis ~ ; ~ U 1-=~
~ SURFACE AREA REQUIRED = 3,193 S.F. SURFACE AREA REQUIRED = 2,493 S.F. SURFACE AREA REQUIRED = 1,262 S.F. SURFACE AREA REQUIRED = 2,782 S.F. SURFACE AREA REQUIRED = 1,399 S.F. SURFACE AREA REQUIRED = 2,159 S.F. ° SURFACE AREA PROVIDED = 5,194 S.F. SURFACE AREA PROVIDED = 5,254 S.F. SURFACE AREA PROVIDED = 3,869 S.F. SURFACE AREA PROVIDED = 5,274 S.F. SURFACE AREA PROVIDED = 3,823 S.F. SURFACE AREA PROUIDED = 2,840 S.F. NOT INITIALLY ACCESSIBLE ONCE THE GRADING TO THE No. 2901 d w
~ TOP OF EMBANKMENT ELEV. = 24.5 FT. TOP OF EMBANKMENT ELEV. = 25,5 FT. TOP OF EMBANKMENT ELEV. = 26.5 FT. TOP OF EMBANKMENT ELEV. = 25.5 FT. TOP OF EMBANKMENT ELEV. = 24.5 TOP OF EMBANKMENT ELEV. = 24.5 POINT OF TREE PROTECTION HAS BEEN REACHED. ,'~,S'rQ`.~ G 5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL ~L ~
WEIR ELEU. = 23.5 FT. WEIR ELEV. = 24,5 FT. WEIR ELEV. = 25.5 FT. WEIR ELEV. = 24.5 FT. WEIR ELEV. = 23.5 WEIR ELEV, = 23.5 MEASURES UNTIL FINAL STABILIZATION IS ESTABLISHED. ~'••,"`~N13
~ WEIR LENGTH = 6 FT. WEIR LENGTH = 6 FT. WEIR LENGTH = 4 FT. WEIR LENGTH = 6 FT. WEIR LENGTH = 4 FT. WEIR LENGTH = 6 FT.
° BOTTOM OF TRAP ELEV, = 20.0 FT. BOTTOM OF TRAP ELEU. = 22.0 FT. BOTTOM OF TRAP ELEV. = 23.5 FT. BOTTOM OF TRAP ELEV. = 22.5 FT. BOTTOM OF TRAP ELEV. = 21.0 BOTTOM OF TRAP ELEV. = 20.0 U N Project No: 26012
Drawn:
TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT TEMPORARY SEDIMENT THE SEDIMENT AND EROSION CONTROL
~ ~ ~ ~ ~ ~ ` TRAP N0.2 TRAP N0.9 TRAP N0,11 TRAP N0.13 TRAP N0.16 MEASURES SHOWN ON THIS PLAN SHALL Checked:
BE INSTALLED PRIOR TO ANY LAND Approved:
cv = DISTURBED DRAINAGE AREA = 1.49 AC. DISTURBED DRAINAGE AREA = 1.41 AC. DISTURBED DRAINAGE AREA = 1.37 AC. DISTURBED DRAINAGE AREA = 3.43 AC. DISTURBED DRAINAGE AREA 2.36 AC. DISTURBING ACTIVITIES. SHOULD SITE *scaie: CONDITIONS CHANGE OR SITE INSPECTIONS
o STORAGE REQUIRED = 8,496 C.F. STORAGE REQUIRED = 5,364 C.F. STORAGE REQUIRED = 5,076 C.F. STORAGE REQUIRED = 4,932 C.F. STORAGE REQUIRED = 12,348 C.F. C° A STORAGE PROUIDED = 8,802 C.F. STORAGE PROVIDED = 6,027 C.F. STORAGE PROVIDED = 5,252 C.F. STORAGE PROVIDED = 4,992 C.F. STORAGE PROVIDED = 15,970 C.F. REVEAL THE ESCAPE OF SEDIMENT FROM *use graphic scales if sheet size A
~o = 8.2 CFS ~a = 5.2 CFS m = 4,9 CFS Quo = 4.8 CFS Quo = 12 CFS ~ Q Q Q SITE, A MODIFICATION OR ADDITIONAL varies from 22 x 34
o SURFACE AREA REQUIRED = 3,588 S.F. SURFACE AREA REQUIRED = 2,265 S.F. SURFACE AREA REQUIRED = 2,144 S.F. SURFACE AREA REQUIRED = 2,083 S.F. SURFACE AREA REQUIRED = 5,215 S.F. SEDIMENT AND EROSION CONTROL o 20 ao so so ,00 zoo soo SHEET 25 of 167
° SURFACE AREA PROVIDED = 5,607 S.F. SURFACE AREA PROVIDED = 4,158 S.F. SURFACE AREA PROVIDED = 3,480 S.F. SURFACE AREA PROUIDED = 3,330 S.F. SURFACE AREA PROVIDED = 6,913 S.F. MEASURES SHALL BE INSTALLED. THESE
N TOP OF EMBANKMENT ELEV. = 25.5 FT. TOP OF EMBANKMENT ELEV. = 25.5 FT. TOP OF EMBANKMENT ELEU. = 22.5 FT. TOP OF EMBANKMENT ELEV, = 25.5 FT. TOP OF EMBANKMENT ELEV. = 26.5 CHANGES SHOULD BE DRAWN AND THE
~ WEIR ELEV. = 24.5 FT. WEIR ELEV. = 24.5 FT. WEIR ELEU. = 21.5 FT. WEIR ELEV, = 24.5 FT. WEIR ELEV. = 25.5 WEIR LENGTH = 8 FT. WEIR LENGTH = 6 FT. WEIR LENGTH = 6 FT. WEIR LENGTH = 8 FT. WEIR LENGTH = 10 FT. DATE NOTED ON THESE PLANS. SCALE 1 " = 100' C G_ 101 B
L ° BOTTOM OF TRAP ELEV. = 21.5 FT. BOTTOM OF TRAP ELEV. = 22.0 FT. BOTTOM OF TRAP ELEV, = 18.0 FT. BOTTOM OF TRAP ELEV. = 22.0 FT. BOTTOM OF TRAP ELEV. = 22,0 REFER TO SHEET GI-0.01 FOR ~
a EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
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Drawn:
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L C
Approved:
N ~ *Scale:
O *use graphic scales if sheet size
NA varies from 22 x 34
0 o ao so t 20 t so 20o aoo soo SHEET 26 O F 167
0 N
N
U SCALE 1 " = 200 C G_ 102
0 L REFER TO SHEET GI-0.01 FOR •
Q EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
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STRUCTURE TABLE PIPE TABLE ~ tl~~t~rFT'l~s ,r .
TOP FROM FROM TO TO SIZE LENGTH TYPE CODE DESCRIPTION GRATE NORTHING FASTING CODE INV CODE INV. GRADE % INCHES L.F.
H H
A01 HEADWALL N/A 358184.34 2458668.14 A02 20.50 A01 20.13 0.49% 36" 75 RCP INCIDENT & INJURY FREE
A02 HEADWALL N/A 358256.10 2458689.95 B02 24.31 B01 23.94 0.49% 23"x14" 75 RCEP SIN LES16N 0 ACCIDENTS
B01 HEADWALL N/A 358143.11 2458393.77 D02 23.50 D01 23.00 1.00% 38"x24" 50 RCEP WORK SAFE TfiABAJE SEGUBO
z
B02 HEADWALL N/A 358164.81 2458321.97 E02 24.00 E01 23.70 0.50% 38"x24" 60 RCEP ;
C01 HEADWALL N/A 357825.76 2458564.49 F02 22.50 F01 22.20 0.75% 38"x24" 40 RCEP ~
D01 HEADWALL N/A 358630.30 2459407.21 G02 23.00 G01 22.50 1.23% 6'x3' 40 BOX CULVERT
D02 HEADWALL N/A 358633.40 2459457.12
i. H02 28.90 H01 28.58 0.49% 30"x19" 65 RCEP
E01 HEADWALL N/A 358643.88 2459197.33 J02 30.50 J01 30.18 0.49% 24" 65 RCP
G E02 HEADWALL N/A 358701.74 2459182.37
K02 25.00 K01 24.70 0.50% 18" 60 RCP
F01 HEADWALL N/A 358046.34 2458708.66 Lend Lease
L02 23.81 L01 23.44 0.47% 23"x14" 78 RCEP F02 HEADWALL N/A 358067.05 2458742.88
¦ ¦
~ ~ G01 HEADWALL N/A 358523.21 2459590.27 M02 20.64 M01 20.56 0.40% 18" 20 RCP
G02 HEADWALL N/A 358554.25 2459616.28 N01 20.72 M01 20.56 0.40% 24" 40 RCP
~ ~ ' I
~ H01 HEADWALL N/A 359213.91 2459182.98 P02 22.95 P01 22.75 0.50% 18" 40 RCP J
H02 HEADWALL N/A 359262.69 2459225.93 R02 19.50 R01 19.00 2.08% 30" 24 RCP ~ ~ ZU, ~
1 J02 ~ ~ J01 HEADWALL N/A 359389.54 2459094.69 ~ LLJ N
i
! ! ! ! ! ! ! l-~ ! tray;, risk ~7RS,L ~:~i~ l,~~~ w I~ J02 HEADWALL N/A 359430.17 2459043.95 m ~ o ~ J N
F J01 , K01 HEADWALL N/A 358060.09 2459606.84 ~ W F
K02 HEADWALL N/A 358040.50 2459663.55 ~ U Z ~ W ~
H02 1 L01 HEADWALL N/A 357799.04 2458295.62 LLJ ~
~ ~
~ H01 L02 HEADWALL N/A 357819.62 2458220.05 ai
't M01 JUNCTION BOX 24.33 357337.67 2458414.61 ~

1, ~ M02 HEADWALL N/A 357357.01 2458419.69
ai N01 HEADWALL N/A 357298.97 2458404.47 0
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• , P02 HEADWALL N/A 357685.21 2457996.33
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/ W R01 HEADWALL N A 357887.71 2458651.99 O ~ a W w U ~ E z
E02 j. R02 HEADWALL N/A 357910.58 2458659.28 H Z ~ ~ ~ M
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Drawn:
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N ~ *Scale:
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NA varies from 22 x 34
0 o ao so t 20 t so 20o aoo soo SHEET 27 O F 167
0 N
N
U N SCALE 1 " = 200' ~ ~ O~
0 L REFER TO SHEET GI-0.01 FOR •
Q EXISTING FEATURES LEGEND.
U 4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
~ ~
- - PROPOSED FEATURES LEGEND Tt~~Ttc
STORM PIPE & INLET € ° T2I!~TE CORPS
I _~r:.l~'~UNITIS
BUILDING F.F.E. 48.63
SPOT ELEVATION +47.80 H
H
~ PROPOSED CONTOUR ~~90/1 INCIDENT & INJURY FREE
i SIN LES16N 0 ACCIDENTS
7 SILT FENCE ~SF~
LIVE SAFE VIVA SEGUBO TREE PROTECTION ~ WOBK SAFE TfiABAJE SEGUBO
GROUND LEASE LINE ~ - - ~
50 FT. STREAM BUFFER - - - - - - - - ~
WETLANDS
CENTER LINE STREAM
* LOT NUMBER
G Actus ~
~ * BUILDING MATRIX DESCRIPTION
~ , Lend Lease
* SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
J
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NOTE: ~ ~ z
1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ po
WETLANDS BOUNDARY ADJUST GRADES FOR THE HOUSE m ~ p
(TYP.) N SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ cV
' ~ 10% FOR NON ADAPTABLE UNITS AND ~ ~ J cV
F 5% FOR ADAPTABLE UNITS MUST NOT ° ~ - c~ F I BE EXCEEDED. ~ U W
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~ 2. INSTALL EXCELSIOR II EROSION W W ~
~ CONTROL BLANKET (OR APPROVED W ~ ~
? W EQUAL) AS MANUFACTURED BY MUTUAL W ~
~ W INDUSTRIES ON ALL SLOPES GREATER ~
_ THAN 3:1. INSTALL PER
d ~ 4 r~~"~~ ~ ~ MANUFACTURERS RECOMMENDATIONS.
GROUND LEASE LINE' ~ W APPLY SEED AND SOIL AMENDMENTS LINE ' TO GROUND SURFACE PRIOR TO
-f ~ PLACEMENT OF EROSION CONTROL o
BLANKET.
r''
f 3. TEMPORARY ROCK CHECK DAMS CAN z ~ Z s ~ e
E BE INSTALLED AT THE END OF ~ z H x ~ M E
HEADWALLS IN LIEU OF RIP RAP. ONCE ~ w ¢ a THE SITE HAS ACHIEVED FINAL w w v z e
STABILIZATION, THESE ROCK CHECK a Z p~~ F e
\ ~ DAMS SHALL BE REMOVED AND RIP ~ v ~ W z
t , "O RAP INSTALLED PER THE ~ z ~ ~ ~ ~ z
~ FILL AND GRADE AREA TO ? ~ ~ CONSTRUCTION DETAIL. ~ W W a Z
v ESTABLISH AND MAINTAIN
POSITIVE DRAINAGE (TYP.) ~,ti N ~ / 4. THE D/B CONTRACTOR SHALL ADD FILL ~ / IN FRONT OF THE HOUSE BETWEEN
E a
d~ HOUSE WALK AND DRIVEWAY TO ENSURE POSITIVE DRAINAGE. I I I
N
! SUPERELEVATE I ~/G ? t~ ~ I 5. THE WETLANDS LOCATIONS SHOWN
ROADWAY ~ C,ROSS-SECTION WERE TAKEN FROM AN ENVIRONMENTAL
°o D ~fOR ROAD "D". ASSESSMENT PREPARED BY NAVFAC, DATED AUGUST 2008, AS SUPPLIED TO
N J : E REFER. TO ~ W THE D/B CONTRACTOR BY THE NAVY.
~i ~ SHEETS ~ ~ ~~~~~~rl~~ii,i~ ~ C ~ i~~
N , CP~4.~4 & ~ _ ~ ~ ~ 6. THE SUBCONTRACTOR SHALL DIRECT ~:~```oQ`~N ~ AR ~ •
~ CP=4.05 1 LOCATION OF TEMPORARY / ALL ROOF DOWN SPOUTS TO THE REAR / y
SEDIMENT TRAP NO. 21 ~ I OF THE HOMES SO AS TO PROVIDE
o ~ f ~ DIFFUSE (SHEET) FLOW TO VEGETATED 31144
I AREAS. RUNOFF SHALL NOT BE Q ~'~NCrrIE~~•5
I c~ ? ~ ALLOWED TO DISCHARGE DIRECTLY TO ~j~yo•, • . ~ , • ~ ,S e~ SWALES OR STREAM BUFFERS. ~~,~MgSiiil~pP~~\\
U I
LIMITS OF 3 DISTURBANCE i ` 36.
~ ~ Q ~ ~ (TYP.)
~ s ~ . c~ ~ ` ~ ~ ~ ~~h 36.79
r o ~
~ C c~ ~
U t +35.96"`= ~ Z
U ~ M~ 36.29 + +35. ~ 0
I ~ ~t ~ ~ ~
O ~
Z ~ ~ x Q ~
5 TREE PROTECTION - t t w' wW~ W ~ ~ ~ ~ ~ 35.90 I ~
U ~ ~ ) / j -
a~ ~ 2 SILT FENCE 36..58 _ P R®~.~~~'. ~ O W ~
0 5.0 L ~ (TYP)
~ ~ / l LOCATION OF TEM TION OF TEMPORARY / +35.75 % ~ ~ W
N SEDIMENT TRAP N ~g - ~IENT TRAP NO. 20 +35.49 ~ ~ ~ V
t I~ W ~ B k ~ 36.08
U ~ r~ ; z ; C z ~
/ a U
C vv 0 ~ ~;~ga ~ Thomas J. Davis ~ ~ 35.40 O' + No. 2901 ; GC?
U ~ ~Jo _
~ a ~ ` ~ -(Q 36.4\ ~ h ~'~~D SE.C3~~~`~~. ~
N ~ C
0 1 ~ U ~ Project No: 26012 ~ +35.57
/ ' ' ~ 35.18 ~ Drawn:
3 / ~ ~ } ~ ~T L ~ ~ + 34.92 Checked:
L C
a i l a 35.90 ~ \ Approved:
N ~ f 1 34 ~`s I ~4~ *Scale:
~ ~ ~ ~ *use graphic scales if sheet size
NA ~ . 35 varies from 22 x 34 /q
o ~ ~ ,hc~ \ ~ ~ o to 20 ao 4o ao t2o SHEET 28 OF 167
0 N
N - - - - - - - - - - - - - - - - - - - - - / - T ~ - ~
MATCH LINE SEE SHEET G 36.13 35.63 ~ SCALE . 1 " = 40'
i ~ REFER TO SHEET GI-0.01 FOR • CG-4 O1
a Mb`, ' : EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
j ~ 4
PROPOSED FEATURES LEGEND T ANTIC
STORM PIPE & INLET 1°,'•.f ,~F ~C)RPS
III ~ . ~ ,v , u ~ ~LrNITIES ~
BUILDING F.F.E. 48.63
SPOT ELEVATION +47.80 H
H r
f a~ PROPOSED CONTOUR ~~90`1 INCIDENT & INJURY FREE

SILT FENCE ~SF~ SIN LES16N 0 ACCIDENTE
TREE PROTECTION WGBK SAFE TfiABAJE SEGUBO
z GROUND LEASE LINE ~ . . ~ " ~
``e 'i
50 FT. STREAM BUFFER - - - - - - - -
~ . _ WETLANDS
CENTER LINE STREAM
? l°
r * LOT NUMBER
~ r
f * BUILDING MATRIX DESCRIPTION
Lend Lease
~ + * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
W LANDS BOUNDARY ~
(TY
r~ ~ i
J
Q
NOTE: ~ ~ Z
? 1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ po
ADJUST GRADES FOR THE HOUSE m ~ p
lJ ~ ~ SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ cV
10% FOR NON ADAPTABLE UNITS AND
? ? 5Y FOR ADAPTABLE UNITS MUST NOT ° ~ J N F BE EXCEEDED. ~ U Z
~ ` `x -f
GROUND LEASE LINE 2. INSTALL EXCELSIOR II EROSION W W ~
CONTROL BLANKET (OR APPROVED W ~ ~
~ EQUAL) AS MANUFACTURED BY MUTUAL IU ~
~ ~ SUPERELEVATE ? ~ INDUSTRIES ON ALL SLOPES GREATER ~
r ~ ROADWAY °~i, ' ~ THAN 3:1. INSTALL PER
~ CROSS~SECTION MANUFACTURERS RECOMMENDATIONS.
~ „ „ ` ~ FOR ROAD D . ~ APPLY SEED AND SOIL AMENDMENTS TO GROUND SURFACE PRIOR TO
I REFER TO ~ ~ m PLACEMENT OF EROSION CONTROL
LOCATION OF TEMPORARY SHEET U ~ BLANKET. °
SEDIMENT TRAP N0. 21 CP-4.05 111 ~ ,i, ? 111
3. TEMPORARY ROCK CHECK DAMS CAN ~ z w z ~ m •
E w w ~ BE INSTALLED AT THE END OF H x W ~ E
z~ ~ S HEADWALLS IN LIEU OF RIP RAP. ONCE ~ w ¢ a THE SITE HAS ACHIEVED FINAL w w U z e
S STABILIZATION, THESE ROCK CHECK z O a ~
F F W sF ~ ~ W 5 4~ DAMS SHALL BE REMOVED AND RIP ~ c.'~ cn ~ Z RAP INSTALLED PER THE ~ z ~ ~ ~ x z
Y N 3 p EXCELS R II OSION CO ROL
~ ~ ! ~ s } BLANKET MAI~iFACTURED BY ~ ~ CONSTRUCTION DETAIL. ~ W w a Z
~ MUTUAL INDU TRIES. MIS LL PEA v ~ s
MANUFACTURE C M ATI S. ~ 4. THE D/B CONTRACTOR SHALL ADD FILL ~ i IN FRONT OF THE HOUSE BETWEEN
h 3 ~ ~ APPLY SEED AND SOIL EN NTS a E 36.27 M S ~ 1 HOUSE WALK AND DRIVEWAY TO
a as ~ TO GROUND SURFACE P R TO } ~ 3 ENSURE POSITIVE DRAINAGE. I I I
~ 'h°` 3 PLACEMENT OF EROSION C TROL ~ ~ 36,70 6 s v+, - . F ~ N ~ ~ f BLANKET.
TYPICAL WHERE H TCHE ~ I # r ~ s,~ A D 5. THE WETLANDS LOCATIONS SHOWN
' _ ~ , ~ ~ 13fi~Y0 6.17 ~ ~ t WERE TAKEN FROM AN ENVIRONMENTAL
~ ~ 35 ~ ~ ~ o ~ + 36 + 35.70 + 36.20 ASSESSMENT PREPARED BY NAVFAC, DATED AUGUST 2008, AS SUPPLIED TO
N + 35,75 ~ 35.81 + s s _ , ~ 6 ~ ~ 35,61 ~3, '0 } m._....m._. ~ m_....m_....m_....m~ ~1ta\11 t i 1111~~~ THE D/B CONTRACTOR BY THE NAVY.
~ C ARa
N ~ ~ + 35.95 ~ 36.91 . ' _ ~ _ 1 r ~ 6. THE SUBCONTRACTOR SHALL DIRECT • m._.....m a .m._....m . ~
~ 35. ~ + ~''~r`' 36,35 > O { ~ ..x.-,~ ALL ROOF DOWN SPOUTS TO THE REAR 1 y...
N 36.D8 + ~ .~,..a l ~ OF THE HOMES SO AS TO PROVIDE
O _ S ~i DIFFUSE (SHEET) FLOW TO VEGETATED 31144 s
I + ~ 35 B2 . - . + i AREAS. RUNOFF SHALL NOT BE
I 36,41 H~ 35.26+ 35.52 % ~ 36 ~ 3 .30 ~s.. h ALLOWED TO DISCHARGE DIRECTLY TO '%~y~'~G1NE~~'~`~~~` SWALES OR STREAM BUFFERS. ~iiaM • • • 0~a
CJ + ~ I ~ i.•.• 35,85 /~f St 11111~~~\
3 d 36.15 ~ ys•.', _ ~ 7:.
~ TP ? Q ' ii ~
~ i ; ~ TP 35.20 , ~ ? C.7 ~ ~ {F
I°' , 5 3 .S o ~ A~ ~ ~ ~
~ ~ ' i is ~ Q rr ~ ~ ~ C $$s t ~7
~ 35.96 U + , ; 35.84 s v ~
I +35.70 35.34, ~ ~ ~ FILL AND GRADE EXISTING SILT FENCE 2
i:, ~ . 5 , ' DITCH TO MAINTAIN POSITIVE (TYP) ~ ~ ~ ~ ~ ~
o . DRAINAGE TYP.
~ ~ / : ~ r 34.75E ~ ~ x U Q ~ W W ~ w ~
, : > ~ ~ TREE PROTECTION 5 ~ 1 ~
~ ; . ; - (TYP) c5.o5 ~ / ; „ £'ONNECT EXISTING 5 A1.E5
~ 34so ~ 'TO RE-ESTABLISH POS~TIV~
~ ~ AINAG ~ , ; ~ ~ .~R E. ~
o ~ n r LOCATION :.OF ; s r' ~
~ TEMPORARY ~ ~ 35 I--I
N SF ~ , 35.fi0 ~ SEDIMENT , ~ ~ w LIMITS OF 35.10 SF~ , ~ + ~
B TRAP N0. 19 ; + DISTURBANCE 'i v ~ ? TYP. ~ ~ U ~ ~+r ~'pl W

~ 34.77 t O ' 34.35 + ~ ~ ~ ti ` U
'•,~p~, Thomas J. Davis 1 •,®5,~.~ No. 2901 ~ a d ;
~ = ~ , a.( a ~ LOCATION OF TEMPORARY ,
1 m +33.70 ~ ~ 35 ~ SEDIMENT TRAP N0. 22
~ ~ ~ ~ 34.09 ~ ~ ' ~ 34.60 1~ _ I Project No: 26012
o a y v M ~
.e / ' ~ e N Drawn:
` 1 1 ~ ~ 34,92 34.42 _ , ; LP ~ ~ ~ Checked:
O , , m , ~ ~ ' % 33 61 ~I ~ ~ ~ s• , i _ 34.8+ ,
Approved: ~ I
N ~4 ~ u c':~~ ~ ~ ~ N ~ 4f 'r~ t ~ *Scale:
o ~ 34.88 35.37 M ii F ~ n.~~` + +34,16 34,15 + ~ '6 'i i *use graphic scales if sheet size
cv A HP ! / + ~ 34.54 ~ ; ± ~ varies from 22 x 34
~ 34,86 ~ 3`4,,55 ~ , o I ~ ii I
o ~ N 35,38 ~ o to 20 so ao so t2o SHEET 29 OF 167
~4 ~ A LINE EE SHEET CCU-, .04 I SCALE 1 " = 40' _
p ~ b 34.87 34.21 j s ` ; r, REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ 0~
/ ~ ~``o ~ s F f a EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
1 ! ~7 i 3
MATCH LINE SHEET CG-4.01 ~ ~ PROPOSED FEATURES LEGEND
- - - -1 - - - T~:~Trc 36.13 35.63 % STORM PIPE & INLET € ° T2I!~TE CORPS
I ~~r':.I~~UNITIS
~ ~ j ~ 1 7 j 7~ t ,hb~ BUILDING F.F.E. 48.63
1 3 j 1T ~ . w ~ 35.0 + -}-3478 ~ SPOT ELEVATION +47.80 H
H ~ ~ . ; 1 j I ~ ~
T ~ I 3 ~F PROPOSED CONTOUR ~~90/~ INCIDENT & INJURY FREE
34.90 , ~ ~ / i SIN LES16N 0 ACCIDENTS
SUPERELEVATE ~A ~ ~ SILT FENCE ~SF~ F
' ROADWAY l - ' ~ ~ CROSS-SECTION ~ ""'y ~ ~ ; ~ / ~ LIVE SAFE VIVA SEGUBO
35.90 ~ TREE PROTECTION ~ WOBK SAFE TfiABAJE SEGUBO ~ ' ~i
FOR ROAD D . ~P ~ ~ GROUND LEASE LINE ~ . . ~
- REFER TO ~ ~ i l ~ ~ ~ .D S d 35.07 ~ ~ ~'U +34.42 ~ ~ 50 FT. STREAM BUFFER - - - - - - - -
~ ~ SHEETS ~ . f dy ~
' ~ ~ CP-4.04 t a ~ ~ ~ - i WETLANDS ~iii~iii~
f ~ - 1 ' 35.40 + moo` ~ ' d r CENTER LINE STREAM
'f I 1 i £ ~ e ~ ~ ~ ~ 1 -
f ~ ~ ~ ~ • %;I .3,3 S9LT FENCE ~ 2 * LOT NUMBER
{1~ ~l ,3~ G .r (TYP~ c5.o5 ~ ~ ~ ~ ~ ~ G
. - i * BUILDING MATRIX DESCRIPTION ,
~ ~ 33- d~ 33 Lend Lease ~ .
3430 34.30 ~ ;1 ~ ''p ~ TREE PROTECTION 5 I * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
' ' C5.05 ' : ~ ~~TYP)
~ N } r7
a ~ + +33.25 ~ ' ` 33.47
1 ~ ~ j Q ~ , ~ s ~ ~ ~ -0 J
I } { # ~ ~ i ~ Q 33.80
i; l i ~ f , r ~ ~ NOTE: ~ ~ z
~ ~ ~ ` / ~ ' ~ ` TP 1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ ~
LOCATION OF TEMPORARY ADJUST GRADES FOR THE HOUSE m ~ p
SEDIMENT TRAP N0. 8 ~ ~ ~ TA SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ ~ cV
~p ~ 10% FOR NON ADAPTABLE UNITS AND ~ J cV
F ~ 5% FOR ADAPTABLE UNITS MUST NOT ° c~ F .
33.53 3 .43 1 O t _ 13.53 3.43 32.83 .,~~p i BE EXCEEDED. ~ ~ W
t t ~ ~ ~ w 34.18 ~ I TP 2. INSTALL EXCELSIOR II EROSION W W ~
~ 1 ~ - ~ / \ t l~ 31 ~ CONTROL BLANKET (OR APPROVED ~ ~
a.- GROUND LEASE LINE ' EQUAL) AS MANUFACTURED BY MUTUAL IU ~
( ~ ~ / Y f i ' 33:35 INDUSTRIES ON ALL SLOPES GREATER
33.36. ~ ~ t ~ ~ ; 33.36 + ~`L Q.;;: THAN 3:1. INSTALL PER ~ ~
i ~ 3 ~ 33.6 ~ ~ MANUFACTURERS RECOMMENDATIONS. +32.6 ~,3 ~ APPLY SEED AND SOIL AMENDMENTS
1 ~t 1
1 ~ 33 TO GROUND SURFACE PRIOR TO 33.11 33.61 (J PLACEMENT OF EROSION CONTROL ® +32.59
i ~ ~ ~ 1 ' + BLANKET. °
WETLANDS BOUNDARY ~ i~ ~ ~ ~ 33.32
TYP. ~ ~ ~ ( ) , t,h^~ 3. TEMPORARY ROCK CHECK DAMS CAN z z w Z o " e 34.20 + BE INSTALLED AT THE END OF ~ H x ~ M E
E ~ ~ 32.78
~ ~ ~ ~ s HEADWALLS IN LIEU OF RIP RAP. ONCE ~ ¢ ~ ~ ~ m 3. o ~ +32.26 THE SITE HAS ACHIEVED FINAL w w u ~ F z
! LIMaTS OF ~ W~~ STABILIZATION, THESE ROCK CHECK ~ Z p ~ ~ ~ M
~ - ~ QISTURBANCE +32.25 DAMS SHALL BE REMOVED AND RIP v v~ W z
~ ~ C (TYP.) ~ ,3 ~ +32.97 3: RAP INSTALLED PER THE ~ 2 ~ ~ ~ ~ z
~ r ~ ~ r ~ t Fh° \ ~ ~ 33.80 ~ CONSTRUCTION DETAIL. ~ w Z a 4 = ~ ~ W Z a
v r' ~ ~ tr
3 f~ 1 f ~ x 3 ~ f ` EXCELSIOR II EROSION CONTROL ~ ~ 4. THE D/B CONTRACTOR SHALL ADD FILL 33.30 + ~ ~ IN FRONT OF THE HOUSE BETWEEN
a ~ + BLANKET AS MANUFACTURED BY s s HOUSE WALK AND DRIVEWAY TO
i t i + ~ 00 , ~ i ~ ~ MUTUAL INDUSTRIES. INSTALL PER ~ti, ENSURE POSITIVE DRAINAGE. I I I
~ # , ~ ~ t MANUFACTURERS RECOMMENDATIONS. ~
} ~ APPLY SEED AND SOIL AMENDMENTS TO +3~.8c 5. THE WETLANDS LOCATIONS SHOWN 32.5 + \ WERE TAKEN FROM AN ENVIRONMENTAL
~ ~ GROUND SURFACE PRIOR TO PLACEMENT 1 ~ , 33.41 ASSESSMENT PREPARED BY NAVFAC,
o ~ f ~ OF EROSION CONTROL BLANKET. oD ~ ' DATED AUGUST 2008, AS SUPPLIED TO
N ~ ; ~f (TYPICAL WHERE HATCHED) l • 32.91 THE D/B CONTRACTOR BY THE NAVY.
~ { LOCATIOP LOCATION OF TEMPORARY s` \ + ~~`~~N,CARO~~ii
N \ SEDIMENT TRAP NO. 23 ~ 6. THE SUBCONTRACTOR SHALL DIRECT `.~oQ;•' ~ ~
ALL ROOF DOWN SPOUTS TO THE REAR ~
~r ~ ~ ~ ~ ~ \ ~ ~ ~s\ ~ I t OF THE HOMES SO AS TO PROVIDE , ~
o ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ DIFFUSE (SHEET) FLOW TO VEGETATED 31144
~ f= ~ ~ ~ ~ r AREAS. RUNOFF SHALL NOT BE ~ '.<c
I ~ c~ ~ ' ' ys ~ 3 ALLOWED TO DISCHARGE DIRECTLY TO ~~i~~yo:~;GfNE~ ~\5~~~ / 32.9E SWALES OR STREAM BUFFERS. ii~~~gS~~iitpP~\\\
v t
~ i _ ' ~ \ M
~ ~ ~
~ ~ ~ C~
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~ u.?, / i ~
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t _ o ` ~ _ _ ~ ~ 3 ~ 1 ~1
Z 1 i ~xU Q ~
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i +a ~ APPROXIMATE LOCATION ~ - ~ ~ x w Z ~
OF STREAM TOP OF BANK.
~ TYP. ( ) L \
50-FT STREAM BUFFER
N f (TYP.) ~g \ \ LL ' ~
l \ U ? ',,,D B
1 , t ~ / 1 \
O ~ 1 r" ~ \
~ f' ~ APPROXIMATE CATION \ o ~ \ ~ ' ~ ga® Thomas J. Davis e. \ ~ \ ~ No. 2901 ; Gp ,
- m~ OF STREAM CENTERLINE. \ ~ ~Jo•'~.
~ ~ (TYP.) L ~ t 1 , q
[ t~ ~ 4 1 \ 1
0 CJ - w~ 1 ~ ~ ~ Project No: 26012
V ~ ` ~ Drawn:
3 r ~ I I I I I Checked:
L JJ C
I ~ ~ ~ I Approved:
N I ~ I *Scale:
O I I . use graphic scales if sheet size
NA r I varies from 22 x 34 /q
o I I 0 10 20 30 40 SO 120
,f N I SHEET 30 OF 167
N - - - - - - - - - - - - - - I
U MAT H LINE SEE SHEET CG-4.05 I ~ i ~ SCALE 1 " = 40'
'o ~ t I ~ ~ ~ ~ REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ O~
a f + d d ~ ' _ ' cra EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
34,55 34.86 ~ r ~ f t
i z } ~ , I
35.38 C ~ SEE SHEET CG- FEET CG-4.02 I PROPOSED FEATURES LEGEND Tt:~Trc
~ - i ~ 1 II STORM PIPE & INLET € I ATE CORPS
34,x7 34.21 ; ~ SILT FENCE ~ I _~r:.I~~UNITIS
~ ° :e'~ ' . , (TYP) I~ BUILDING F.F.E. 48.63
+ 34.54 , , . , ; ~ SPOT ELEVATION +47.80
H F . . i : ~ ~ ~ I s~ 34 ROCK CHECK DAM 3 ~ ~ r~ ~ H
~ ~ ~F PROPOSED CONTOUR ~~90/1 INCIDENT & INJURY FREE
35,37 , ~ , 1
. f • ~ SILT FENCE ~SF~ SIN LES16N 0 ACCIDENTS
~ dl , , ~ ~ t ~ TREE PROTECTION )ATP X-TP LIVE SAFE VIVASEGUBO ~ ~ ~ WOBK SAFE TfiABAJE SEGUBO
33,30 ~ 1~ ~
dl +32.90 33 , LOCATION OF TEMPORARY _ ~~d ~1° 32.97 + SEDIMENT TRAP NO. 18 i / GROUND LEASE LINE ~ - - ~
; 1
50 FT. STREAM BUFFER ~
~ , 33.80 '~s . v _ WETLANDS
: >j • ~ LIMITS OF CENTER LINE STREAM
. , 1 U Q ; DISTURBANCE
~ , `~2 32.11 ~ ~ 32.50+ (TYP.) * LOT NUMBER
~ ~ J , G ~ sF ~ + W ~ 33.33
t t , . I Q * BUILDING MATRIX DESCRIPTION
2 ~ Lend Lease
i 32,83 °"~w fA d,~`~ dl;,~ + o ~ * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
~ W ~
W ' ,R ~ EDESTRIAN BRIDGE CROSSING 's,'',,,
SIDEWALK. ELEV. - 30.00 , '
DITCH ELEV. - 28.05 , , ; , , ; i J
GRID ELENGTH = 16 FT. n ~ G . ; ~ Q
SFL *REFER TO LANDSCAPE ' ~ ~ _ a _ . NOTE: ~ ~ z
ARC _ - , , ; ; % ~ HITECTURAL DRAWINGS FOR ; 1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ po
F DETAILS ,''~i ; ~ ; d,~ ° w GROAN LEASE LINE , - ADJUST GRADES FOR THE HOUSE m ~ p
_ ~ ~ SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ cV
PEDESTRIAN BRIDGE CROSSING ' ~ , SIDEWALK "ELEV. 0.20 1? 10% FOR NON ADAPTABLE UNITS AND
DITCH ELEV. = 28.3 ~Q . Tp ; . , 5% FOR ADAPTABLE UNITS MUST NOT ° ~ J N F ~ BE EXCEEDED. ~ ~ W
- ; : BRIDGE LENGTH - 12 FT. - ; 32.24 + ~ ~ U Z
TP *REFER TO LANDSCAPE ~Q ~ 31,55 r~ -(Q ~ 2. INSTALL EXCELSIOR II EROSION W W ~
ARCHITECTURAL DRAWINGS FOR + , CONTROL BLANKET (OR APPROVED W ~
, DETAILS w +31.91 ~ ~Q , N EQUAL) AS MANUFACTURED BY MUTUAL IU ~
„ INDUSTRIES ON ALL SLOPES GREATER ~
' 32.74 ~ THAN 3:1. INSTALL PER
,~Q , WETLANDS BOUNDARY MANUFACTURERS RECOMMENDATIONS.
(TYP.) I APPLY SEED AND SOIL AMENDMENTS ' TO GROUND SURFACE PRIOR TO
33.61 O 0'.;,;;,;`, ~ PLACEMENT OF EROSION CONTROL ~
r ~ 30.92``. , dL BLANKET. °
32.14 - O.
I 'y1 , : F + a I` 31,31 3. TEMPORARY ROCK CHECK DAMS CAN ~ z w x o M e
E .,A a ti ~ ~ BE INSTALLED AT THE END OF H x ~ M E
~ ~ , ~Q F ~ ~ ~ 31.64 HEADWALLS IN LIEU OF RIP RAP. ONCE ~ w ¢ a ' THE SITE HAS ACHIEVED FINAL w w v z e
. , < 1 ~ ti ' Tq ; ; _ ~ STABILIZATION, THESE ROCK CHECK a Z p~~ F e
; a a, ~ DAMS SHALL BE REMOVED AND RIP ~ v ~ W z
+ 33.25 ~ ~ ; -1 ~ 32.75 , t "0 RAP INSTALLED PER THE ~ z ~ ~ ~ ~ z
~ ~ . t; , < CONSTRUCTION DETAIL. ~ W W a Z a
U ,11,~'~,,,~, L }
? ~ , ~1~ 1 + i ~ 7 • ` ~ i~1 O { 4. THE D/B CONTRACTOR SHALL ADD FILL i IN FRONT OF THE HOUSE BETWEEN
32,42 TREE PROTECTION 5 ~
o- +31.90 ~`L ~ TYP C5.05 ~ , '0 . ( ) ; > 30.41 ~3 ~ LOION OF TEMPORARI p.....__ + ~ ~ SEDIMENT TRAP NO. 25 F TEMPORARY ' HOUSE WALK AND DRIVEWAY TO ~ ENSURE POSITIVE DRAINAGE. I I I
SAP N0. 25
I ~ r' ~ i 5. THE WETLANDS LOCATIONS SHOWN
~ / 30.91 -+29.43 i0 ,Q . ; WERE TAKEN FROM AN ENVIRONMENTAL
o , S D ASSESSMENT PREPARED BY NAVFAC, ' DATED AUGUST 2008, AS SUPPLIED TO
THE D/B CONTRACTOR BY THE NAVY. ``~~~~N,CARO~~ii,
N 32.75 ' , ; , , ~ , ; U ; , ; ; 1 6. THE SUBCONTRACTOR SHALL DIRECT `.~oQ;•
~ ~ ~ ~ , , , , > . ~ b`o, i ~ ALL ROOF DOWN SPOUTS TO THE REAR / a•' y
~ ~ 31,92 ~ 5 : ; 1j ~ ; , ' j{' i I OF THE HOMES SO AS TO PROVIDE
~ ~ ; ~ ~ ~y Q ° i +31.40 e ~ ! ~ DIFFUSE (SHEET) FLOW TO VEGETATED 31144
~ ,r' ~ ~ ; ; ~ 292 ~ ~ , ,-0 ~ ; ; , ti +28,56 ~ ~ 32.15 +31.31 + 3225 ¢ ~ d ; Q 'I AREAS. RUNOFF SHALL NOT BE F Q. •
~ , , ~ c9 32.98 + ~ ~ ~0 ~ ; , ; ~ > U ~ , , ~ 30.04 ~ N ~n ~ ,i _ ' ALLOWED TO DISCHARGE DIRECTLY TO '~i~y:yGfNE~J~~~~a ~ ~v` G SWALES OR STREAM BUFFERS. /i/~~AS~~lI1pP\\\\
t
3 ` f ~ ~ ~ ~ ~ APPROXIMATE I m APPROXIMATE LOCATION OF ~ _.w
Q ~ 32.48 + - ~ 29.54~~, i EXISTING FIBER EXISTING FIBER OPTIC LINE ~
~ „ . ~'~.~;s~, ~ ; ~ ~ TO REMAIN. P~ c~ ; , Y, TO REMAIN. PROTECT AS
W ' ' ' ° 1i~ ~ ; EXCELSIOR II EROSION CONTROL ! REQUIRED. (TYI ~ ~w ~...._.w REQUIRED. (TYP.) } ,
~ C i 32.08 ~ ' Q ~ BLANKET AS MANUFACTURED BY „ ~ ~ ; ; ; ; ; ~8 ~ ~P
~ ~ 31.5a ~ MUTUAL INDUSTRIES. N~STALL °PER ; , Z C
~ ~ + -MA~JUFA~CTURERS (?ECOMMENDATIONS; ~i~~`~,;' ~ ~ ZO
APPLY SEED ATID SOIL AMENDMENTS TO - ~ ; f~ d GROUND SURFACE. PRIOR TO PLACEMENT OF ~ N ~l / 50-FT STREAM BUFFER ~ ~
O 1.5 i ~ q, ~ ~ 32.2s ~ ~ ~ ~ ~ EROSION CONTROL BLANKET. (TYP.) ..~w . ~ ~ U Q ~
Z Q +30.65 ~ ' i + 30.55+ r ' (TYPICAL WHERE HATCHED) ~ ; ,
- ~ 31.43 ! ~ ` 0- Y ~ . .APPROXIMATE LOCATION W ~ ~ w ~ OF STREAM CENTERLINE. ~ ~ U ~
,„2 , 1 , ~ LOCATION OF TEMPORARY q ~
31.76 SEDIMENT TRAP N0. 5 ; ~ ,LP ~ ~ o w ~ APP °tiGIATE LOCATION
+ m ; ~ ~ 27.65 LOCATION OF TEMPORARY. /
s d ~ SEDIMENT TRAP N0. 6 s;; GRADE ,~PID-N~F'ROVE EXISTING 0 , EXISTING OF STREAM TOP OF BANK. ~p PR®FFS°,•. W ~ Z ',F~ s, w ~ W Q
T ~ ~1 p P ~ ~ DITCH AS REQI~IRED fi0 MAINTAIN . ~x MAINTAIN (TY.P:}~..~ , O,~' ~ ~ W Q ~a ~ ti
N n, TP POSITIVE DRAIfJAGE. (TYP.) • r; . ' ~
g ~ t ~ z ~ ~ w a B
C ; a ; z ~
0 1- ; ; , ~A$SED SWA -L~llON A w-- ~
~ _ o ~ 28.43 ~ ~ ~ ~ ga Thomas J. Davis ; O No. 2901 ; GC? ,
_ 28.95 + ' ; ~ gym) i 29.78 C5.05 U ~ + ~ i - cS~o.,~°
~ dl ~ ; ; ~ _ 21 ~ 8 _ .
II
o y ~ AMENITY POND r._ , . v ~ ~ ~ 27 a ~ . / , ~ Project No: 26012
i ~ ~ 292a - GRASSED S kt~-LOCATION "B° WSE - 23.50 26 ~ , Drawn:
3 / / ~ ~ ~ ~ ~ I BOTTOM WIDTH - 2 MIN. 7 ~ ~ / ~ ~ Checked:

~ t ~ L~ ~ ~ ~ ~ ~ ~ ~ Approved:
~s ~ 27 08 ~ 27 ~ ~ ~ ~ ~ Scale:
° ~s ~ 23 ~ s ?6 / ~ I I *use graphic scales if sheet size
c~v A ~ ~s N -24 ~ ~ varies from 22 x 34 /q
O LOCATION OF TEMPORAR`~f 20 ~ ~ ~ ~ 0 10 20 30 40 80 120
o ~Q cv ~ SEDIMENT TRAP N0. 7 ~,6 19 2590+ , ~ ~ ~ ~ SHEET 31 OF 167
/ 1 0. 1 ~ 16 ~a- y 2F / ~ ~ SCALE 1 " = 40'
v ~ ~ 7 LP L~ ~ ti`' T C .o ~ T 4.06 ~ CG-4 04
e i - _..?6 / / REFER TO SHEET GI-0.01 FOR •
Q I N ~ EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
1 s ~ 1 ,1 ~ rl Ilr ~ - i ~ ~
1 i ~ ~ 'w u f -
T H INE ~ SEE SHEET CG 4.03 ~ ~ I PROPOSED FEATURES LEGEND _
I ~ ~ STORM PIPE & INLET ~ ' T ~ ~ T I C
WETLANDS BOUNDARY JNDARY ~ ~ ~ 1°, ~',~F ~CJRPS ~ ~ ~ ~ - ~u, ~LrNITIES
y ~ 1 a d1 (TYP.) I BUILDING F.F.E. 48.63
i ' ~ SPOT ELEVATION +47.80 H
H ~ , r I I
~ ~ _ ~ PROPOSED CONTOUR ~~90`1 INCIDENT & INJURY FREE
~ ~ ' ~ ~ ~ SIN LES16N 0 ACCIDENTE
f t I - SILT FENCE ~SF~
f}~'i~ ` I ~ APPROXIMATE LIVE SAFE VIVA SEGUBO
l ~ i ~ ~ ~ 3 ; { f t' APPROXIMATE LOCATION OCATION I LOCATION OF EXISTING TREE PROTECTION WOBK SAFE TfiABAJE SEGUBO ' FIBER OPTIC LINE TO
i ~,f , ~ OF STREAM TOP OF BANK. ~P OF BANK. ' ~ / l GROUND LEASE LINE ~ - - ~ \REMAIN. PROTECT AS ~ ;
i j - ~ (TYP.) ~ ; r ~ ` \REQUIRED. (TYP.) I _ _ _ _ _ _ _ _
i LIMITS OF 50 FT. STREAM BUFFER
' ° STURBANCE ~ l ~ \ ~ , ~ i WETLANDS
(T,YP.) ~ ~ t , \ CENTER LINE STREAM
r
GRbU~JD LEASE LINE ~ f l \ , \ * LOT NUMBER
' d 50-FT STREAM BUFFER G LOCATION OF TEMPORARY JFFER \ ' ACtuS `7
~ TYP. SEDIMENT TRAP N0. 4 -o ( ) d,~ i * BUILDING MATRIX DESCRIPTION
7 ~ Lend Lease
r I,, , ~ f; d,~ APPROXIMATE LOCATION .OCATION ` \ \ I ~I * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
~ ; ; ° ~ ~ ~ 1 OF STREAM CENTERLINE. r. NTERLINE. \ ~ ~ \ C~~
d d ^ - d ; _ (TYP.) GRASSED SWALE-LC SSED SWALE= LOCATION "C" \ \ ~
~ ~ ~ _ BOTTOM WIDTH - 3 TOM WIDTH 3' MIN. \
t ~ . C5A5 \ \ W Q
i ! ~ \ \ _
~ ~ Tp . \ ( \ ~ NOTE: ~ ~ z
> ~ 1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ ~
Tp • . . ! ~ ~ ~ ,a ADJUST GRADES FOR THE HOUSE m W °o
t 1 j '~'.<<'., t 26 / ~ SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ ~ N
/ 1 ~ N ~ ~ / f r ' ~y ~ 26 N Q0 28,95 / ' 10% FOR NON ADAPTABLE UNITS AND ~
F 1 1 t 11 ~ 2~ , / ~ / I 5Y FOR ADAPTABLE UNITS MUST NOT ° ~ J N / BE EXCEEDED. ~ W
~ _ y a ~ ~ , _ ~UZ
+ ?s ~ ~ ~ 28.45 28.27 ~~26 ~ - 2. INSTALL EXCELSIOR II EROSION W W ~
28.12 ~ ~ry 'i' . ? CONTROL BLANKET (OR APPROVED ~ ~
~ + ^ ~ + 27.77 ~ ~ + N co 27.07 - ° - EQUAL) AS MANUFACTURED BY MUTUAL IU ~
~ 25.80 ^ N l ' INDUSTRIES ON ALL SLOPES GREATER
` f 27.44 N 26.51 I 27.00 ~ THAN 3:1. INSTALL PER ~ ~
27.85 27.75 O r + j c ' ` ~ ~ MANUFACTURERS RECOMMENDATIONS. - ? ~ I 1 •
~ 27.10 ~ +26.40 r + ~ N / / APPLY SEED AND SOIL AMENDMENTS / • %I' ~ ~ ~ TO GROUND SURFACE PRIOR TO ~ ~ . } } / ai
t x / ~ ~ w PLACEMENT OF EROSION CONTROL ~
EX; ELSIOR`~. I EROSION CONTROL BLANKET AS ~ + M~NUFACTUR D BY MUTUAL INDUSTRIES. ~i7s8 26,24 +26.24 ~ 1 BLANKET. ° /
~'l IN~TALL PER MANUFACTURERS ~ 2~ '~~i'%' 1 ? ~ +25.59 ~ / N ~ 3. TEMPORARY ROCK CHECK DAMS CAN z ~ Z ~ ~ o
~ RE ~ MMENDATIONS. APPLY SEED AND SOIL N +2fi:64 +25.5s ~
E i } AM~IDMENTS TO GROUND SURFACE PRIOR TO aY I • • ALLED AT THE END OF x W E
OF EROSION CONTROL BLANKET. ~ d A. 1 is / PLA EMENT ~6 s - / r ~ ~ ~ / "www wh I HEADWALLS IN LIEU OF RIP RAP. ONCE ~ w ¢ a / 11 o ~ ~ THE SITE HAS ACHIEVED FINAL w w ~j ~ ~ z e
f ; T PICAL WkiERE HATCHED ?8 N '62 ( ) ~ / % ~ ~ STABILIZATION, THESE ROCK CHECK z O ~ ~
~ ~ N ` l ' ~ N Ar s , , + i ~ s ; ~ 28.45 I 1 ~ ~ DAMS SHALL BE REMOVED AND RIP c~ cn Z a v~a_
=r r J ~r O 7 ~ ; ~ ~ ~ ~ 27.90 ~-2~:?7 ~ / ~ ~ + ~ RAP INSTALLED PER THE ~ z ~ ~ ~ ~ z
~ ~ - -r ! ~ 28.73 + +27.38 . € 26.95 ~ LP ~ % / ~ 24.60 °O ~ CONSTRUCTION DETAIL. ~ W w . Z
U 'y N + r"° I ~l l ~ / 25.5
_ N N 27.45 3 ~ O ; ~ 26.23 + N j / / / / ` 4. THE D/B CONTRACTOR SHALL ADD FILL / 2S / ` ? IN FRONT OF THE HOUSE BETWEEN
~ ~ / / / ~ HOUSE WALK AND DRIVEWAY TO
T~ ; / ~ # ENSURE POSITIVE DRAINAGE.
~ ; I I I
~ -;,i.~` - ~w % % ~ ~ , / ~ 5. THE WETLANDS LOCATIONS SHOWN ~ / ; ~ ~ ~ ;24::60
r ~ ~ ' •,~J ~ ~ ~ ~ / WERE TAKEN FROM AN ENVIRONMENTAL
oD 1 ~a ~ % ; ~ / ~ ASSESSMENT PREPARED BY NAVFAC, I DATED AUGUST 2008, AS SUPPLIED TO
~ ~ ~ # N 771 y i i~ S:a ~ ~t 1 i ~ ~ i i~ i~ ~ THE D/B CONTRACTOR BY THE NAVY. ``\`,~`~~CA~~i~//f
~ ~ ' ~ ~ ~ t
N 1 t~ i i i i ~ ~ j " ~ ~ ~ 1 1 i i ' i N ~ r I ~ ! , 1 ~ TP TP 29.12 +....277:7: r - - • ~ ~ / ~ 24.6 ~ ~ 6. THE SUBCONTRACTOR SHALL DIRECT ' O
~ ' ~ 2e2 tP ! ` a,, ` f ~ / ~ ALL ROOF DOWN SPOUTS TO THE REAR 1 y.-
~ ~ d,( - 1 ~ / ~ ~ TY~OND OF THE HOMES SO AS TO PROVIDE
. , o ~ ! ~ d h;;;',;, I - DIFFUSE (SHEET) FLOW TO VEGETATED 31144 ~ / - ,23.50
~ , , ~ ~ 28.62 A i 1 ~ ~ Tp ° ~ AREAS. RUNOFF SHALL NOT BE
? o' ~ ~ ~ 8 T ~ • r ~ ~ 18~ ALLOWED TO DISCHARGE DIRECTLY TO ~~i~y' ~;~;`~NE~ • ~5~~` ~ s 2 ?0 SWALES OR STREAM BUFFERS. ~i~~O,~IAS-,I, ~~a~~~
rJ 1° ~ LOCATION OF TEMPORARY P ' r ; . ~ t SEDIMENT TRAP N0. 3 • , ~ 2 y ~iiu~~,
o' ~ 1 r w 3 / ' ' 78 ~ ~.~TP'~ ~i TP' ~ 4.40 'Lti
~ ~ 1 ~ ~ 0, Q Q ~ ~ ~ 24.40+~ i
~ r~ 1 ~ 29.35 2j „ „ I ~ ~ ~ _ r 26.80 GRASSED SWALE-LOCATION G
o t , i~ ~ 6.52 BOTTOM WIDTH - 4 MIN. i % ~ ,
~C j~ N~ N r ~ r ~ ~ . 28.40 d 05.05 ~ ~ c9 i ~ ~ ~ ~ +r 29.89 ~ 1 ' ~ 24 80.E ~ C ~
U ~ ~ ~ ~ ~ ~ 277 / / / ~ `\`2S` ~ SILT FENCE 2 Z 1
CJ ~ ~ ~ ! ~ ' 28.02 °j ' f
~ ~ ~ ~ + N ± ~ x`26,65 +29.06 ~ ~ ~ TREE PROTECTION 5
~ ~ , ' ~ , C5.05 28 (TYP) 1 ~ r
Z i t ~ 1 i 1 I / ii / Q~ i ! ' i i / x Q ~ i ~
~ , ~ 17 ; ; ROCK CHECK DAM
CU ' ~ ~ ~ ' ~ C5.05 TYP ' SFSF-SF W OU0
o ~ ; ~ , , LOCATION OF TEMPORARY ~ ~ / r}' ~F _ ~OW
~ ~ a r' ~s- ~ SEDIMENT TRAP N0. 2
r ~ rp / ~I ~ 4
~ 1 ~ f ~ N 2 .s4 ?8 GRASSED ~ ~ f ; ~ 29.13 + + 29,47 ~ ~ t ~ ~ t 7.6 ~ , , Q SWALE-LOCATIpN } z r z W
= f ~ 1 ~ ESTABLI~HI DITCH ONCE ~ ~ ~ ~ B ~ ~ , ! " " ~ ~ / ~ x ~ ~ f } y''} j ,
B ; 1 { ~ 27.65 w ~ ~ ~ D BOTTOM o STORM PIPE HAS BEEN N ~ 'N 1 q r _ ~ ~ J 7 WIDTH - 9 MIN. U i
REMOVED TO PROVIDE - ~ ~ ~ + ' ~ ' C5.05
O ' ~ 28.63 POSITIVE DRAINAGE. : t ~ 26s7 ~ i ; l / ~ ~ ~ U
~ r ,(f r ~ -.n 0 1 , 21 av~ 1 , ~ ` p ~ Thomas J. Davis ; r ti~ t ~
y ; , a ; r' ~ n, i No. 2901 °GO,;
~ 7 ~ f t f ~ 1 / r ' r 28 `ti ~ ~ 2 /gyp 23 I ~Na SE[~~~'~'~
~ G•,,, ~ , ~ t` + PROPOSED '
~ ~ !lid ~ ~r i i ; ; ~ 1 I ' I STOCKPILE Project No: 26012
~ ~ 2s 1 28.78 , 27.95 N / ~ 2~ ~~1 ~ AREA Drawn:
3 ~ , ~ i O za ~ ? a ! ~ > ~ + 27.43 , 2~
/ ~ ' ~ ~ ~ + 27.60 ~ i + ~ _ - ~ ~ LOCATION OF ~ Checked:
a ~ I ys TEMPORARY Approved:
N { ~ t ~ 26.28 1 ~ ' , : ' 1 9 ~ ~ , ~ SEDIMENT *Scale: 1 TRAP NO. 17
~ i < ~ i ..~i. ~ ii r,.. Q l~,r, 1, ~ / it v ~ ~ 5'~i~; o' ? ys *use graphic scales if sheet size
N A 8.71 o \ ~ ` varies from 22 x 34 /`y '
[U ~ r. ~ . ~ , 1 ~1,. ..a• r'~~ ' ~ ,o~ i, ~',ti \ o ~0 20 so 4o ao ~2o SHEET 32 OF 167
o ~ ~ ; ~ 29.21 ; , , , - ~ ' ~
~ 's ~ ` - ~ - - ~ SCALE 1 " = 40'
a ~ M TC LINE ;I, _ _ • ~ SE E d ; ; ~ il,
o - j s ; ! ; 28.53 ~ ; ~ ; ; ; ~ ; l~ 1 ~ 1 1 I ~ ~~c ~ CG-4.05 \ REFER TO SHEET GI-0.01 FOR
" ~ EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
d , ~ ~ 2 ` 21 ~ / • - ~_..a.
,~Q ~ 2 - - - ~ i
- 6 ~'TC LrN ,9 SEE SCI ~T, -4. 4 ~ ~ ~ ~ PROPOSED FEATURES LEGEND _
~ ~ f w° - - LP k~ ~ - - ~ ~ _ ' T ANTIC
?s { ~a / ~ ~ • ~ / ~ ~ ] STORM PIPE & INLET 1", f'.~F ~~T7~~gRTPCS / / s i a,.h~ T1*V111~J
N ~ - / ] BUILDING F.F.E. 48.63
_ / SPOT ELEVATION +47.80 H
n APPROXIMATE tit - ~ , -
LOCATION OF EXISTING ~.W b tih a ~ti ti~ ti / / PROPOSED CONTOUR ~~90`1 INCIDENT & INJURY FREE
~ FIBER OPTIC LINE TO , ~ 1,1 9 ti / ~ REMAIN. PROTECT AS ; ' 6 ~1 1a ~ , / TP ~ ~ ' ~ SIN LES16N 0 ACCIDENTE
1 r / REQUIRED. (TYP.) ti6 / ~ ~ ~ ] i SILT FENCE ~SF~
1 _ 26,97 ?6 / ~ / ~ ] TREE PROTECTION WGBK SAFE TfiABAJE SEGUBO
~ ~ - +26,04 + / ' 26.64 ~ ~ / ?j 2~ ~
+ ~ 24,80 ' ~ 27.47 ~ -0 1 O ' J ' / ~ ~ GROUND LEASE LINE ~ . . ~
ti ~ _ ~
r~.~ - -.e._ ~ , e. e. ~ ' I 50 FT. STREAM BUFFER
5,93 ~ S i ti~ _ b / ~ WETLANDS ~ ]
e.- tit ti 6' n- /a: ] CENTER LINE STREAM
~ j 2fi.73 + ~ ' ~
20 24.Ba ti ~ - / g ~ 26.66 ~ / * LOT NUMBER
G 1~ LPG / a~~ Ci~us G
~ ~ 11 26.34 o ~ / i? ads * BUILDING MATRIX DESCRIPTION
~6 s N` Lend Lease
~ ~ / y ~ ~ ~ ] ~ * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
~ ~ ~ / a C ~ •r ROTECT WHITE COMMUNICATI ~ POLES s 26.63
O / / U h ti AND ELECTRICAL BOXES ADJ ELECTRICAL ~ s~ ~
~ j sF ~ ti ~ , : BOXES AS REQUIRED. REFER <'fT0 ELECTRICAL ~ ti ~ ~ sF ~ / ~ 1~ ~
~J,J ti DRAWINGS FOR INFORfy~AT10 . 25.67 ~ J
~ / i ti +26. ~s s / Q
~ ti1 ~ ~ `b 27.46 / NOTE: ~ ~ ~
ti ~ / ~ ~ it 1. THE D/B CONTRACTOR MAY FIELD ~ ~ - po
/ / f ~ LOCATION OF TEMPORARY tip' 2s.9a / a ADJUST GRADES FOR THE HOUSE m ~ p
/ ~ ~ / / I SEDIMENT TRAP N0. 14 ti + ~ / / sF r' 1P SIDEWALK, BUT A MAXIMUM SLOPE OF ~ W c~ ~ LOCATION OF ~ ~
~ ~ ~ r ' LIMITS OF / / ~ ~ h / / 27 10% FOR NON ADAPTABLE UNITS AND ~ X27 TEMPORARY o ~ J CV
F DISTURBANCE; a / i ~ / SEDIMENT 5Y FOR ADAPTABLE UNITS MUST NOT - c~ F
TYP. / ~ ) ~ / F / _ d~ TRAP N0. 24 ' BE EXCEEDED. ~ U Z
t ti ~ f , / / / { + 2. INSTALL EXCELSIOR II EROSION W W ~
~ ' ~ ~ F / / 28,58+ f c 5 / ~ 28'58 CONTROL BLANKET (OR APPROVED W ~
t ~ ~ ~ ~ / / ~ ~ / N " _ EQUAL) AS MANUFACTURED BY MUTUAL U ~
AMENITY f~ND ~ ~ F a 29. ~ / / 2 . t 29• 2 25 / INDUSTRIES ON ALL SLOPES GREATER ~
~ ~ / / f X8.01 ' ' THAN 3:1. INSTALL PER
~ ~ _ - / % / MANUFACTURERS RECOMMENDATIONS.
~ + 6.73 16 / / T 0 26.13 2 ~ / / - ~ APPLY SEED AND SOIL AMENDMENTS TO GROUND SURFACE PRIOR TO
/ ~ / / LOCATION OF + / ~ ° PLACEMENT OF EROSION CONTROL o
24.80 ~ / T PORARY o _ / / BLANKET.
S DIMENT ti 2sss; / / ~ 26.83 / /
RAP N0. 16 0 N ~ + N ~ / / ~ 3. TEMPORARY ROCK CHECK DAMS CAN ~ z w z ~ m • ~
E / N ? _ / / # I BE INSTALLED AT THE END OF H x W ~ E
/ N ~ / / / z o ~ ti / 8 f HEADWALLS IN LIEU OF RIP RAP. ONCE ~ w ¢ a -28 ~ r ! ~ THE SITE HAS ACHIEVED FINAL w w ~ ~ z
N 26 / ~ ! STABILIZATION, THESE ROCK CHECK z O ~ ~ W ,
N N , / / ~ 28. ~ DAMS SHALL BE REMOVED AND RIP c'~ cn w Z v~a_
~ 2 T FENCE 2828; ~ i ~ RAP INSTALLED PER THE ~ z ~ ~ ~ x z 28.2 + + ~-2.42 N r~ ~ CONSTRUCTION DETAIL. ~ w Z P ~ _
~ oo ~ 26.2 ~ ~ ~i ~ ~ C5. TYP N ~ ~ ~ / ( ) w Z a
+1+ 28.42 H P ~ ~r
F / ~ 26.26, + ~ ?6 5 ~ ~ '28.281 28 94 4. THE D/B CONTRACTOR SHALL ADD FILL
24,$0 € ~ 29.25 5 PROTECTION 8.75 TREE O , f ~ ;57.85 ~ / a 2s.25 8.75 + _ IN FRONT OF THE HOUSE BETWEEN HOUSE WALK AND DRIVEWAY TO
N 2s,37+ r t. ~ / C5.o5 TYP ~..z ( ) ~ o ~
ESTABLISH POSITIVE 2.02 j 18 ~ j ~ ~ _ 8 ~ ~ ENSURE POSITIVE DRAINAGE. I I I N ~ ~
I DRAINAGE ACROSS ~ 5. THE WETLANDS LOCATIONS SHOWN
'STOCKPILE AREA ~ ~ LOCATION OF TEMPORARY WERE TAKEN FROM AN ENVIRONMENTAL
~ AT THE COMPL ~ ~ ° '~46a 2735 N ~ ~ ~ SEDIMENT TRAP NO. 9 o D OF GRADING - a... I y 28 ~ ~ ASSESSMENT PREPARED BY NAVFAC, ~ DATED AUGUST 2008, AS SUPPLIED TO
N z....... , Q ~ - THE D B CONTRACTOR BY THE NAVY.
h ~ X~ / r ~~1`\IIC 1g111/~~~/
N _ ~ ~ 29.02 N •1 6. THE SUBCONTRACTOR SHALL DIRECT • • •RO ~i,.
~ . P` ~ R..-. ~ ~ +28.04 ~ ALL ROOF DOWN SPOUTS TO THE REAR y.-
t w ' OF THE HOMES SO AS TO PROVIDE '
0 25.50 6 ~ ~ ~ ~-.,~1 2 + ~ : 27.74 DIFFUSE (SHEET) FLOW TO VEGETATED 31144
I 24.80 ~ ~ ~ ~ + ~ i ~ ~ N ~ I T , ,a 28.52 ! AREAS. RUNOFF SHALL NOT BE .52 ~ ~ ~ ALLOWED TO DISCHARGE DIRECTLY TO '~i~~y~q;G`1NE~~'~~`;~~`
I 16 -~18 ~ GRASSED SWA -LOCATION H ~ , ca ".9 27 00+ ~ ~ - ZO 7 BOTTOM WIDT = 5 MIN. ~ I~ { SWALES OR STREAM BUFFERS. ii~Rlgg~~1110~,\\
U ? t ~ 27,39 2822 'd > ~ I Z h ~ C5.05 ~
ti N ~ ~ ~ 3 ROCK CHECK DAM 3 ' ~ ~ P
~ ~ C5.05 6 ~ 27.72 N ~ ~ (TYP) 2 ~ ti`°
~ 1 1 ` ~ I z. -.s. .~Q ~ N
p N r, C
C ~ ~ e ~ ~ ~ 1 1 z8 5 1 U - e y 28.57 r C
1 a - I ~ - a ~ 2I ~ I ~ _ 1 r \
~1 : ~ ~ n ~ 2 ~ ti1 ~ ~ ~ N 1~ I~ Z ~ ~ 0 ~
W ~ 7.74 +27.51 +27.51
~ Z 'a ~ ~ 28,89 29 9 ; ; N ~ ~xv Q ~
~ - 28 , , ^ I 1 _ ~ 2727 z ~ ~ ~ ~ ~ 50 FT STREAM BUFFER + h , - ® , ; ~ ~ ~ ~W~
~ ~ ~ „ TYP. ~ 28 07.' ;`,a - w _ ~ ~ I ~
•(P ~ \ I U 5F t ~ 9.09 r,, / J + I ~ ~ v EXCELSIOR II EROSION CONTROL ~ ~ Z
s~ ~ 7 _ 28,44 + + ~ ; y o ~ ; ; 28.30 ~ ~ ; _ ~ ~ BLANKET AS MANUFACTURED BY ~ O W ~
~ ~ Q ~ i 7 ; I ~ , MUTUAL INDUSTRIES. INSTALL PER ; = •Q• pRO~F~'-.,, W ~ Z
0 S ~ f ~ 'Q i 1 r ~ I T t N N I I APPROXIMATE LOCATION ~ MANUFACTURERS RECOMMENDATIONS. ~`4~~ -•,,~i4~•,,y Z W ~ w Q
j a ; 28 ~ I Of STREAM CENTERLINE. b'' ~ 9.02 / I ~ y ti ti * ~ APPLY SEED AND SOIL AMENDMENTS TO °°•,~.q ~ ~ ~ Q
N ~ ~ TYP. ~ ~ ~ I ( ) ; vs1 ~ g ~ 6+ ~ N ~ ~ ~ GROUND SURFACE PRIOR TO PLACEMENT OF r C, ~ °O ~ ~ ~
I Z< N ~ EROSION CONTROL BLANKET. ~ ~ B (TYPICAL WHERE HATCHED) ~i°~ W a
~ N P ~ ' ~ ~ ~ 27:34 28 29. 28 1 1 28,31
p 2] I 1 /27.48 .
~ ~ , N 27 46+°~- +27.48":;; p i 9 29,46 I 1 '0 °~a O WETLANDS BOUNDARY '•,~A~~, Thomas J. Davis U
2 ~ 1 , 26x39 ~ ~ 1 i 27.31 ~ ; , I APPROXIMATE LOCATION ~ ~ ~ (TYP.) O~ No. 2901 ; GO
~ I - ~ 1 • 1 I OF STREAM TOP OF BANK. ~ ~ .31 28.53- 26, 5 too ~ y ~ i ~ qNa SEO~~~~
~ ~ + N ~ 1 TYP. 1 1 1 ay
p 30.14 ~ ? U ~ O 28.98 ~ ~ Project No: 26012 26.6+ ~
~ ~ + ' ; , 1 i 26.60 r - 1 I 21 N a 1 Drawn:
~ ~ ~ ~ 29.64 ~ N i Checked:
PROPOSED 1 ti ~ y 28.53 ~ 7 Z 1 1 U JO 1
I STOCKPILE ~ tig ~ ; 1 F ~ + +27,46 ~ ~ ~ - Approved: ~ ~
N ~ s ~ I N / AREA ~ ~ ~ N 1 ~ ' *Scale:
o I ~ 1 ~ ~ za`'~2. GROUND LEASE LINE ~ *use graphic scales if sheet size
1 I ~ 6.03 ' t r z { _ varies from 22 x 34 co ;
27.81 _ N 1 ~d ~ N ~ ; O cn 4) J Q ~ 1 1 N N o ~0 20 so ao ao ~2o SHEET 33 OF 167
o N + ~n 1 N 27.47 I I ~
~ - - ' - - ~ - 27.91- 1 - - - ~ - C r - - - - - - ~
TCH LrN d ~ SEES EE CG-4.08 SCALE 1 " = 40' _
A T 0 ~ N 1 ~ I I r 27.74 _ 1 i f = REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ 0
a N 1 / _ ` EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
~ ~ ~ ~ 1 - _ , ~ , sT ~ I
. , 1 /`¦i~?`. _ - 29,21 1 ' 1' 1' ~~/',,~t~..
, ~ ~ I PROPOSED FEATURES LEGEND
1,'" - - ~ T ~ ~ T r c ~ - °'2I:tiTE CORPS ~ ~ • ~ . \ ~ STORM PIPE & INLET € A i r ( "T'
28,53 ~ ~ ; ~ ~ ~ ; r \ ~ I _~~tF 111~~~1J1VI.L IL..J
I BUILDING F.F.E. 48.63
~ i ~ _ lii~~~ ~ ' , 27.70 , , ~ ~ ~ ~ \ ~ PRO~QSED ~ SPOT ELEVATION +47.80 H
STO PILE
7 7 ~ , ~ d ~1~ ~ r ~ ~ ~ , ~ 27.34 ~ ~ ~ , ~ , , ~ ARE ~ PROPOSED CONTOUR ~~90/1 INCIDENT & INJURY FREE
+ 27.94 ~ , y ; ~ ~ + ~~,i;~ ;;,1 l 28.03 ~
~ ~ 11,,,E 6' } 2a~77 ;,;,,,r. A \ u ~ SILT FENCE ~SF~ SIN LES16N 0 ACCIDENTS
2~ LOCATION OF TEMPORARY ~ ~s ~-l ~ LIVE SAFE VIVA SEGUBO ~ ~ \ ` TREE PROTECTION ~X~~ ~ WOBK SAFE TfiABAJE SEGUBO
S , 21) ~ ; , 1 ; _ ; v 2x.27 ; ~ ~ SEDIMENT TRAP N0. 2 > i I r~ 1 1 1- ~ FILL EXISTING-DITCH AS ~ + \ _..m.
RE UIRED TO PROVIDE ~ Q 27 ~ r \ \ ~ i GROUND LEASE LINE ~ - - ~ ~ i
Q ~ ~ 1 POSITIVE DRAINAGE TO I ~ 1 ' ~ ° ~ ~ ~ 1 8 , , I ~ ~ ~ ~
~ NEW HEADWALL ~ 28 y ~ N , „ 1, Q ~ \ ~ ~ ~ I 50 FT. STREAM BUFFER
j 28.27 % 1 ~ ~ ~ WETLANDS \ ~ \
~ ~ 77 N ~t ~ 28 , , i 1 / \ \ ` CENTER LINE STREAM
. ~ ~ ' + ~ i 1~ 1 1 1
F 25.4 2~.Y ; ~ 7 ~ ; ; ~ . - ~ 27.62 ~ • , ; ; ~ ~ \ ys, ` ~s * LOT NUMBER
~ ~ ~ G 27, 4 ~ } 26.9 ~ , Actus ~
~ ~ ~'(P 2 8 28.45 ~ ' y ~ B / ~ , , ~ \ \ i * BUILDING MATRIX DESCRIPTION
~ 27.95 ~ ; ` 1' ~ ~ ~ 5~ ~ rP ~ * - Lend Lease
N \ \ ~ SEE SHEET CS 1.01 FOR LOT/BUILDING MATRIX TABLE
' ~ ~ i l ~ i r ~ ~ ; ; _ 1 ~ ; ' \ \
1 ? ` WETLANDS BOUNDARY ' % % ~ ' ` ! ~ t (TYP.) , ~ ; % % Ty
~ \ ~ :o ~ ~
; N , ~ f - 7 % ~ ; 27.68+ n ~ i i
1 } ~ ~ ~ N ~ ~ ~ i ~ \ Q
r % ~ i ] i { t ~ 28.18 \ NOTE: ~ ~ z
j ' N,, s.s9 ~ 51LT FEN( SILT FENCE 2 \ \ 1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ ~
~ ~ ~ (TYP) (TYP) c5.o5 \ ADJUST GRADES FOR THE HOUSE m ~ o
~ ~ i ~ ' ` °m - \ ~ SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ cV
~ - TP ` ~ TP 10% FOR NON ADAPTABLE UNITS AND ~ ~ J cV
' TP TREE PROTECT F l ; , N ~ TREE PROTECTION 5 ` \ ~ ~ ~ 5% FOR ADAPTABLE UNITS MUST NOT ° ~ - c~
TYP • ~ Q (TYP) c5.o5 ~W BE EXCEEDED. ~ U W F \ ~ dLl z
~ F d J ~ U9 2. INSTALL EXCELSIOR II EROSION W W ~
~ ~ S i~ ~ ~ i~ ~ ~ ~ ~ CONTROL BLANKET (OR APPROVED W ~ ~
, ; ~ ~ . i ~ EQUAL) AS MANUFACTURED BY MUTUAL IU ~
` ° : ' 27.3,1 N LOCATION` OF \ INDUSTRIES ON ALL SLOPES GREATER
~ . ~ THAN 3:1. INSTALL PER ~ ~
' TEMPORARI( ~ ~ ~ ~ SF { 27,x1" _ ~ 1 ~ GRASSED SWALE LOC I N F ~ ~ ; SEDIMENT ~ r \ \ MANUFACTURERS RECOMMENDATIONS.
i ~ ~ ' ' TRAP N0. 15 ~ BOTTOM WIDTH = 5'~ MIN. y j ~ ~ ~ ~ .'25,38 C5.05 ~ l . > . \ APPLY SEED AND SOIL AMENDMENTS TO GROUND SURFACE PRIOR TO
1 ~ PLACEMENT OF EROSION CONTROL o
i , i ~ \ 1 BLANKET.
~~t ~ ~ i r : i'
{ j ; ~ ~ ~ 25 \ _ LIMITS OF LIMITS OF ~ ~ 3. TEMPORARY ROCK CHECK DAMS CAN z z w x o M e
; % ; ; ~ DISTURBANCE DISTURBANCE ` ~ ~ BE INSTALLED AT THE END OF ~ ~ H a ~ ~ ~ E
MPR DITCH TO ENSURE 25 6 , ~ TYP. ';;t ti ( ) POSI I E DRAINAGE FROM % ; , . , ~ ~ ~ HEADWALLS IN LIEU OF RIP RAP. ONCE (TYP.) ` j ~ ~ ~ ~ ~ ' THE SITE HAS ACHIEVED FINAL w w U ~ 4 z
i ; % ~ UPS REAM PIPE , , # ~ I STABILIZATION, THESE ROCK CHECK a Z p ~ ~ F e
1 > 1 ~ s APPROXI 6 . MATE ~ , i ''J % ~ MATE ~ H ~ ~ M
~ ~ - n LOCATION OF EXISTING ~ ! ; ~ ~ 26.6 25,95 2S Y , , ; p. 2f#:9s ~ FIBER OPTIC LINE TO J OF EXISTING ~ DAMS SHALL BE REMOVED AND RIP v ~ W z 'TIC LINE TO ~ ~ RAP INSTALLED PER THE ~ z ~ ~ ~ ~ z
1 ~ ! ' ' ~ ' 26,77 N ~ ' ' ~ REMAIN. PROTECT AS PROTECT AS ~f~ ~ i ~ CONSTRUCTION DETAIL. ~ W W a Z
7 / 1 O ~ ' ' ~ ~ ' 1 ~ ~ h C I REQUIRED. (TYP.) (TYP.) ,,,r~ I ~ I 4. THE D/B CONTRACTOR SHALL ADD FILL
o 26,46: N ~ p..,- ~ i~ IN FRONT OF THE HOUSE BETWEEN
26,02 ~ Q - ~ ~ ~ HOUSE WALK AND DRIVEWAY TO
. 0 - _ _ _ ~ ~ ENSURE POSITIVE DRAINAGE. I I I
_ r~ ~ 5.195 52+ ' ~ ~ - -
{ ~ ~ a ; ~ ~ 25.52 ~ _ _ t ; N - ~ ~ ~ ~ ~ 5. THE WETLANDS LOCATIONS SHOWN
j - - APPR r • APPROXIMATE LOCATION - - _ ~ ~ ~ WERE TAKEN FROM AN ENVIRONMENTAL
o , . ~ -~4 4t. `L OF S OF STREAM TOP OF BANK. ASSESSMENT PREPARED BY NAVFAC,
N i ; 25 s.3o _ 25- (TYP. (TYP.) DATED AUGUST 2008, AS SUPPLIED TO ~ ~ \ THE D/B CONTRACTOR BY THE NAVY. \\~~'~N,CAR~i~~i,
Kj l ~ 6 - -....24.69 . N
~ ~ ,~t 9 26.63 - _ _ _ , ~ • ~ 6. THE SUBCONTRACTOR SHALL DIRECT `.~~oQ`~•' • • • • ~
~ 24 27.13 ~o LP ~ - - N ~ ALL ROOF DOWN SPOUTS TO THE REAR / y
~ . , erg 25. - ~ ~ • ~ ' ~ • N ?4 1.21 ~ _ ~ ~ OF THE HOMES SO AS TO PROVIDE
a p i r - ~ _ + 23.88 ~ ~ ~ `y ~ ~ 25.80` ~ ~ DIFFUSE (SHEET) FLOW TO VEGETATED 31144
26.30 Q AREAS. RUNOFF SHALL NOT BE <c Q. •
I GROUND LEASE LINE a N 24. fi 2 ~ ALLOWED TO DISCHARGE DIRECTLY TO '~i~y:yGfNEE•~g~~e \ W ~ SWALES OR STREAM BUFFERS. //i/~~AS~~i1~pP~~~~
~ ~ of i 26 4 A v l . I f S • N ; ~r. _
~ ~ 24.99 - ~ ~ ~ ~ ~ . 3 I ~ ~ x-~ ~ ~ ry 25.49 ! ~ ; i r ~ ~
~ I ~ ~ - - - ~ ; ; , ~ ~ , k~ ~
~
4 LOCATION OF TEMPOf,~ARY ~ . 1. ~ 7'; : ' ROCK CHECK DAM 3 o / SEDIMENT TRAP N0. 1 , ~ I =
~ i ~ Z C
~ ;l ?4 ti ~ ~ ~ ~ ~ ~ (TYP) U 1 % f ~ ~ ' it i ' i ~ 1. Q ~ ~
~ ~ 2 ~ z~
I ~ ~ 3 „ f ~ ~ ~ . ~ ~ ` ~
O ~ ~ ~ ~ 1 ~~U Q ~
Z ° ~ EXCE IOR II EROSION CONfiROL l ~ ~
~ ~ _ BLA ET AS MANUFACTURED BY ~ - ~ ~ ~ ~ ~ TP ~ ~ 50-FT STREAM -FT STREAM BUFFER I ~ W ~ ~ ~
~ - MUT AL INDUSTRIES. kNSTALL PER , ~ (TYP.)
/ MAN'UFACTURERS COMMENDATIONS. T~f ~ ~ z, : ~ ~ ~ - . APPLY AND OIL AMENDMENTS TO
N a GRf~ ND SURF PRIOR TO PLACEMENT OF yf{{~ ,~\~p•PR®~FSSf_. W ~ ~ W Q
L a EROSION CONTROL BLANKET.
j ~ ~ a (TYPICAL WHERE HATCHED) _ ~ » APPR N ~ _ , ~ a GRASSED SWALE LOCATION E ~ OF S APPROXIMATE LOCATION ~ I ~ , ~Q~~°~~+.' +••~~~'~p'~.9 • ~ ~ ti Q
~ 7 BOTTOM WIDTH = 3' MIN. f°~ ~ OF STREAM CENTERLINE. ~ ~ V ~ ~ °O ~ ~ ~
B a (TYP. ~ ; C5,05 (TYP.) ~ C.'3 B { ~ W a
i
p ~ ,f
0 ~ ~ / ' """x~ ~ ~;~ga Thomas J. Davis e.'~'``~;' U O r~ No. 2901 p ;
1 ~ i _ ~ e G7. ~ "v ~ SE,D~
N .ei ~ ~ q
CJ n ~ ~ °u.„. ~ "1i~ayr''a Project No: 26012
Drawn:
? ~ ~ t a I ; . i x~ t}~x~ Checked:
/ ~ w i ~ ~ ~
i ~ ~ r Approved: i
~ t ~ ~ 1 4....r' ! 4...! o f ' *Scale:
~ Q _ I *use graphic scales if sheet size
f -~rjpg 7 t ~ varies from 22 x 34
M w o io 20 so ao ao i2o SHEET 34 OF 167
N ~ `1 \ ~ ~ ~ ' 7 1
U ~ i f~ V i ~ w ~ r ""e, ~ ~ ~ ~ i~ sic SCALE 1 " = 40'
t s p / ' REFER TO SHEET GI-0.01 FOR • CG-4 07
~ } } ! ~ t r ~ EXISTING FEATURES LEGEND. f
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
~ 11 -
op 27.81 N I N ; - P 1 1 ~ + + ~ ~ 1 N i }
M C~-4.06 LI 27.47 I 27.91 ~ 1 1 ~ ~ ~ PROPOSED FEATURES LEGEND ~ ~ T~:~Trc
- - - - - ~ I 1 _ ~ `~ttitE cQRPs STORM PIPE & INLET
~ a~~ N N _ + 1 1 1 ; _ ,_~r:,I~~UITIS
27.74 1 N N 1 1 N t BUILDING F.F.E. 48.63
rn ~ 29.09 27.42 ~ 1 ~ + + ~ 1 SPOT ELEVATION +47.80 H
H ~ ~ ~ 1 i 28 26 2 ~ 1 1
~ ~ LOCATION OF TEMPORARY N = PROPOSED CONTOUR ~~90/~ INCIDENT & INJURY FREE
PROPOSED ~ ~ ~
~ STOCKPILE 26 26 ~ SEDIMENT TRAP N0. 10 I I AREA 27 N SILT FENCE ~SF~ SIN LES16N 0 ACCIDENTS
26 ~ I I a e TREE PROTECTION ~ WGBK SAFE TfiABAJE SEGUBO
7.41 ` 27.91 ~ ~ 5 s - /
I ~ 2E GROUND LEASE LINE ~ . . ~ ~
N i ~ ~ I a z~ v~ N r I I _ N ~ ~ t x
n 7.56 ~ _ 6. I I 1 ~ } 50 FT. STREAM BUFFER - - - - - - - - ~
N N 28,39 + 26.66 ? 2 ~6i... 7 OB - 26.96 1 4 i } WETLANDS
~ ~i.7o J ~ N -#27.1;7: _ i ~I } - i CENTER LINE STREAM
r, 'w 27.69 n 27.87 _ 1 27 / r 1
ys ~ + I ~ N - * LOT NUMBER
~ ~s ~ I ~ 27.77 G ~ 26 / +27.47 i
ESTABLISH POSITIVE _ ~ ~ ~ ~ ~ N' DRAINAGE ACROSS ~ ~ * BUILDING MATRIX DESCRIPTION
25 25 / 1 TA STOCKPILE AREA i Lend Lease
N ~ / AT THE COMPL TION ti / ~ _ * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
0 / l 2I ~ F GRADING 26 ~ ~ ~ - cn
/ LOCATION OF ~ ~A ~ ~ + 6' 7 ~ TEMPORARY ~
~ 25.79 + 27,40 v, / ~ / N ~ O ~ - ~ / SEDIMENT TRAP .j x~ _
26. 6 r~ / ~ / 27.29 +25.66 rn N 0. 12 - ~
a~ ~ ~ a ~ ~ ~ / ~ - Q
~.m N 26.90 ~ ~ Z7.80 ~ ? NOTE• ~ ~ Z
U + / a / cP ~ 26,79 ~ ~o v~ ~ r~ _--...s ti N / / N i i1 i i 1 1. THE D/B CONTRACTOR MAY FIELD ~ ~ ~ ~ r
- , } , 26.30 --.~27 32 7(~ _ - 1 1 11 4v 1 / ' / ADJUST GRADES FOR THE HOUSE m W o
r ~ ti ~ / 27.32 (21.47 } SIDEWALK, BUT A MAXIMUM SLOPE OF ~ ~ cV
\ ~ ~ ~ ~ - r I ~ 10% FOR NON ADAPTABLE UNITS AND ~ ~ J cV
F L-9~rT1O1V~~~O~~'° TEMPORARY ?5 / y ~ ~ l~~27.47 d~(..~~ SEDIMENT TRAP N a N ~ ' 5% FOR ADAPTABLE UNITS MUST NOT ° ~ ~ c~ F i i i BE EXCEEDED. ~ U Z
/ 24 ti~~~ 17 ~ ~ A ~ 23 ti ~ ~ ~ / /
~ ..7 \ ~ / I 2. INSTALL EXCELSIOR II EROSION W W ~ iii ~
4 ~ i / 2 ~ z 51LT FENCE aye,, ~ N ~ ~ ~ CONTROL BLANKET (OR APPROVED W ~
j~, EQUAL) AS MANUFACTURED BY MUTUAL u ~
~~T 2 ~ ~ / (TYP) • , INDUSTRIES ON ALL SLOPES GREATER
\ ~ m.° 4' ~ ~ ! ~ 28.22 + ~ ~ i 1 / ~ 4 ~s i, 2a.s~ +23.4 ~ TREE PROTECTION 5 , ; ; `+27.47 GROUND LEASE LINE THAN 3:1. INSTALL PER
ti 11 ~ .-1- ~ , ~ N ~ J - _ _ s i I 24.95 C5.05 ~ 1 + ' ~s MANUFACTURERS RECOMMENDATIONS.
25.45 25.45 \ (nP) , ; = 28.72 Y N ~t + \ ~ 1 ~ ~ 27.89 ~ , . , 1 W, ~ N ~ir; ~ ~ ~ APPLY SEED AND SOIL AMENDMENTS 4 TO GROUND SURFACE PRIOR TO
~ \ 1 \ ~ ~ ~ -X27.17 ~ ~ PLACEMENT OF EROSION CONTROL ~ ;
23.5 ~ , 24.9 9 \ \ ~ 24 + 24 6 BLANKET. °
4,=~ ~ + 1 ~ \ ~ ' 1 ~ ~ ~ \ 26
1 ~ ~ 1~ ~ ~ , 3. TEMPORARY ROCK CHECK DAMS CAN ~ ~ Z s ~ e
E N 1 z 24 \ +27.99 , , 3 A s~ BE INSTALLED AT THE END OF O ~ H a ~ ~ ~ E
1 2 \ 1 ~1, ; ; ~ HEADWALLS IN LIEU OF RIP RAP. ONCE w ¢ a 1 THE SITE HAS ACHIEVED FINAL w w F Z `f ~ ~ STABILIZATION, THESE ROCK CHECK Z O a ~ ~ „
1 SF '7 ~ \ ~ , , +27.99 ; ; ; 1
rn A ; ~ 1 sT 24 ; 1 r ; \ 1 ~ 1, ~ 2 ; - , ~ j DAMS SHALL BE REMOVED AND RIP v ~ W z
• 24.32 24.39# 23 \ ~ TP ~ `L , TP ~ ~ RAP INSTALLED PER THE ~ z ~ ~ ~ ~ z
~ ~ - ; ~ ; 28.00 ;,,.~o~ CONSTRUCTION DETAIL. ~ W W a Z .
~ ~ T ~ , ; , , ~ 28.89 ~ ~ ~ ~ dl a ~ , , ti + ~+27.85 S~ 24.49 d~. , , ~ W Y , 1. • o'~F ,
~ I ~ J . , ; I ~ ~ 4. THE D/B CONTRACTOR SHALL ADD FILL ~ L~r IN FRONT OF THE HOUSE BETWEEN
~1 - - ~ N ~ a~=';~ 28.56. 'SF I ~1 ~ N ` \ ii,l~ ~ ~f ~ HOUSE WALK AND DRIVEWAY TO
i 11 '~F ~ I ~ dl 0 1 ~ ~1 ~iSil ENSURE POSITIVE DRAINAGE. I I I
' N 5 \ " " 29.39
I v u T ' ~ ; , , 5. THE WETLANDS LOCATIONS SHOWN or
WERE TAKEN FROM AN ENVIRONMENTAL
o \ \ , 24 - . r ~ ~ ASSESSMENT PREPARED BY NAVFAC, ~~d ~ DATED AUGUST 2008, AS SUPPLIED TO
N v z ~ v v ~ ' THE D/B CONTRACTOR BY THE NAVY. `~.~~~~itifll/~1~
- \
N ~ 1 • • ~ ~ N C ARO ~~ii 6. THE SUBCONTRACTOR SHALL DIRECT `.~~oQ`~•' ~ • ~
~ \ L15CATCOf~AOF TEMPORARY \ d ALL ROOF DOWN SPOUTS TO THE REAR / y
\ SEDIMENT `TRAP N0. 11 ~ ~ ~ \ I ? OF THE HOMES SO AS TO PROVIDE
o ~ \ ~ \ ~ \ DIFFUSE (SHEET) FLOW TO VEGETATED 31144
AREAS. RUNOFF SHALL NOT BE <c Q. •
i V A - ~ ~ ° \ \ _ \ I ALLOWED TO DISCHARGE DIRECTLY TO '~i~y ~;GfNE~ J~~~~a SWALES OR STREAM BUFFERS. ~i 041 OP
~ \ ~ ~ ~ ~ \ i I ~ 3:1 SI 3:1 SLOPE ,,~~ASn i
' ~ 3 _ ~ I -
~ ~ 50 FT STREAM BUFFER I Q ~ ~ TYP. I
~ 1 ( ) c~ I 1 ,
I I I APPROXIMATE LOCATION 0
~ ~ 1 LIMITS OF I OF STREAM CENTERLINE. I ~ ~ EXCELSI( EXCELSIOR II EROSION CONTROL ~ C
~ DISTURBANCE I TYP. BLANKET 1 1 I ( ) BLANKET AS MANUFACTURED BY Z
° (TYP.) I I ~ MUTUAL MUTUAL INDUSTRIES. INSTALL PER
~ LLI 11 LIOD~ MANUFAI ~ - - ~ -;,.~-a ~ ~~>i~ ~ LODE- APPLY SE MANUFACTURERS RECOMMENDATIONS. ~ ~
o - 1 - ~ - 1 ~ i ~ 3..1 I ITn - ~ < J ROCK CHECK DAM 3 _ i1 _ :!_i~ ~ , GROUND . APPLY SEED AND SOIL AMENDMENTS TO H p ~ GROUND SURFACE PRIOR TO PLACEMENT OF ~ ~ U Q
z ~ 1 1 c5.o5 ~ EROSION i EROSION CONTROL BLANKET. W ~ ~ w 1~
\ (TYP) ~OD'I , = I 1 1 ~ I~~'1 TYPICAL _ I (TYPICAL WHERE HATCHED) ~ U ~ ~
° \ „ { 1 U I o~p ~U
\ I ~ 1 how ~
1 \ ~ I N ~e~\~p P R®FFSSl~ Z W~ w Q
0 1 ~ / 1 s ~ ~
~ ~\e / / i A ~ ~
N ; + ~ /
~ , ~ I = _ I,DD~ / PROPOSED TRAIL REFER TO LANDSCAPE B ~ ~ ~ \ / / ARCHITECTURAL DRAWINGS FOR LAYOUT I LANDSCAPE ~ B ~R LAYOUT W ~
~ \ \ j . ~ ~ ~ \ / AND DETAILS. REMOVE EXISTING TREES NG TREES d i°,, Z ; ~ d ~ Z ~
° ~ \ AS RE UIRED. LIMIT TREE REMOVAL TO ~ / o i ~ / NOVAL TO : rn ; U
~ \ \ / ONLY THOSE NECESSARY. o ~ / ga Thomas J. Davis ; No. 2901 ; GC? ,
\ \ / ~ v ~ \ cS'~o.,~'
~ I \ / / PROPOSED PEDESTRIAN BOARDWALK - - ~'~~D SE,C3~~~~
L \ \ N / \ 1 / / REFER TO LANDSCAPE ARCHITECTURAL AL °
o ~l` ~ \ / DRAWINGS FOR LAYOUT AND DETAILS. ~ \ ~ t / ~ Project No: 26012
~ \ ~ \ ~ / / Drawn:
3 \ ~ ~ \ / ~ Checked:
L C \ / ~i
~ ~ / ! WETLANDS BOUNDARY Approved:
N \ , ; \ ~ ~ ~ / / (TYP.) *Scale:
o I / ~ ~ ~ / ? N I *use graphic scales if sheet size
A ~ i / i ? varies from 22 x 34
\ ~ / o ~ I i o ~0 20 so ao eo ~2o SHEET 35 OF 167
o ~ ~ I ~
- - - ~ - - - - ~
~ i l ~ ~ i SCALE 1 " = 40' ~ O
~ I I i / 'o ~ I _ ~ REFER TO SHEET GI-0.01 FOR •
Q ~ I ~ EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
~ PROPOSED FEATURES LEGEND
Tt:~Trc
STORM PIPE & INLET € ~ ° T2I!~TE CARPS
DRAINAGE STRUCTURE AO] -~r=.'11~1UNITIS
H JUNCTION BOX H
~ GROUND LEASE LINE ~ . . ~ INCIDENT & INJURY FREE
i SIN LES16N 0 ACCIDENTS
7 50 FT. STREAM BUFFER - - - - - - - -
LIVE SAFE VIVA SEGUBO
~ ~l WETLANDS ~ I I I ~ I I I ~ WOBK SAFE TfiABAJE SEGUBO r `
' i CENTER LINE STREAM
;U
* LOT NUMBER
I
* BUILDING MATRIX DESCRIPTION
* SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
G I Actus ~
~ ~I NOTE:
~ Lend Lease 1. TEMPORARY ROCK CHECK DAMS CAN
~ BE INSTALLED AT THE END OF
W HEADWALLS IN LEIU OF RIP-RAP. W ONCE THE SITE HAS ACHIEVED FINAL
= STABILIZATION, THESE ROCK CHECK
~ DAMS SHALL BE REMOVED AND RIP-RAP INSTALLED PER
I W - CONSTRUCTION DETAILS.
W ~ Q Z
~~o ~ Lu o
ai m ~ N
o ~ J N
F i ~>w F
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E WETLANDS BOUNDARY / I H z ~ m fx ¢ ~ Z ~
(TYP.)
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GROUND LEASE LINE J-~ H o ~ M ~ ~ ~ ~ W z~~,
-o ~ 2 vt z ~ s
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Q ~Q Drawn:
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L ~ U a
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N f 4 TREE PROTECTION 5 I *Scale:
O ~ C5.05 *use graphic scales if sheet size
A N ~ a a ~n varies from 22 x 34
~ ~ ' ~ o ~ / ~ o to 20 ao 4o ao t2o SHEET 36 OF 167
0 " U
i N - - - - - - - - - - - - - - - - - - -
~ ~A e MATCH LINE SEE SHEET CG 4.11 C~~4.11 - - - - - - SCALE : 1 " = 40'
o ~ REFER TO SHEET GI-0.01 FOR ~ ~ ~ ~ O
Q ~1 EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
PROPOSED FEATURES LEGEND
~ ~ h Tt:~Trc
STORM PIPE & INLET € ~ ° T2I!~TE CARPS
DRAINAGE STRUCTURE AO] -~r=.'11~1UNITIS
l
H JUNCTION BOX H
GROUND LEASE LINE ~ _ _ ~ INCIDENT & INJURY FREE
SIN LES16N 0 ACCIDENTS
50 FT. STREAM BUFFER - - - - - - - -
LIVE SAFE VIVA SEGUBO
WETLANDS ~ I I I ~ I I I ~ WOBK SAFE TfiABAJE SEGUBO
CENTER LINE STREAM _ ' ;
;U
* LOT NUMBER
~
* BUILDING MATRIX DESCRIPTION
y
* SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
~ t
NOTE:
1. TEMPORARY ROCK CHECK DAMS CAN Lend Lease
~ ~ BE INSTALLED AT THE END OF
y ~ ~ HEADWALLS IN LEIU OF RIP-RAP.
ONCE THE SITE HAS ACHIEVED FINAL
,i~ STABILIZATION, THESE ROCK CHECK
DAMS SHALL BE REMOVED AND RIP-RAP INSTALLED PER
CONSTRUCTION DETAILS.
i ` 0 ~ Q Z
~ ~ ~ ,
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f ~ N ai m
F ~ ~ ~ ~ ~ ~ J N
~ > Lu F ~ U Z
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~
O ~ ~ ~
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0 ~ WINGED HEADWALL 9 I Project No: 26012
/ C5:02 ' (rrP) ~ II 3 ,O N Drawn:
1 Checked:
II
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N 1 ! ~ *Scale:
O -I ~ ~ { i *use graphic scales if sheet size
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° J01 I~ o ~0 20 so 4o ao ~2o SHEET 37 OF 167
/
MA H LINE EE S E G-412 H ~ SCALE 1 " = 40' C G-410
o L J t 1 ~3 ~s REFER TO SHEET GI-0.01 FOR •
Q ~ t £ $ ~ 1 i t O „"J i V / EXISTING FEATURES LEGEND.
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
t 1 1
1 ! i 3 ~ ~ ~ PROPOSED FEATURES LEGEND
MATCH LINE S SHEET CG-4.09 _ _ _ _ _ _ ~ _ -r ~ ~v T r c
~ STORM PIPE & INLET € ~ ° T2I ATE CARPS
~ ~ 1 d
1 DRAINAGE STRUCTURE AO] -~r=.'1I11UNITIE.S
H M ~ JUNCTION BOX H ~ ~
~ ~ ~ GROUND LEASE LINE ~ . . ~ INCIDENT & INJURY FREE
i SIN LES16N 0 ACCIDENTS
aL 50 FT. STREAM BUFFER - - - - - - - -
s ~Q WORK SAFE TfiABAJE SEGUBO
~e WETLANDS - I I I - I I I - LIVE SAFE VIVASEGUBO
11 ~P , ?''~f / CENTER LINE STREAM ~ ,
/a ~ dl ~ i, ;U
l i l Il ,l l ~ ay ~ * LOT NUMBER
i ; ~
* BUILDING MATRIX DESCRIPTION
f} ~
1 ~ 11 a~' * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
r. / G ~ u ~ Actus ~ ~......m.m .....m. ~ .f f ~ NOTE:
d 1. TEMPORARY ROCK CHECK DAMS CAN Lend Lease
' ~~o I BE INSTALLED AT THE END OF
HEADWALLS IN LEIU OF RIP-RAP.
II ONCE THE SITE HAS ACHIEVED FINAL
STABILIZATION, THESE ROCK CHECK
u Q . ~ I DAMS SHALL BE REMOVED AND ~ ~ I - RIP-RAP INSTALLED PER
it GROUND LEASE LINE ~ r ~ CONSTRUCTION DETAILS.
f i r , Q Z
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1 ~ ~ I ~ Project No: 26012 1 ~ ~
j ~ 11 I I i- Drawn:
3 I Checked:
L JJ C
I I Approved:
N I ~ *Scale:
o 11 I use graphic scales if sheet size
A N 11 i I varies from 22 x 34 /q
0 I I 0 10 20 30 40 SO 120
0 N I SHEET 38 OF 167
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~ ~ ~ t 4~~ ~ ~ 8"x8" TEE W/ CONC Lend Lease
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f~`x ICI GATE VALVE
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1 I FIRE HYDRANT ASSEMBLY
t { ~ F t Y ,,,„rw"1
f c 11 1 4° D ~ ~ / i:, LOT NUMBER f~
f 1 ~ ~ . \ ~i 1~ i' ~ J z
~ ~ ~ ~o CONCRETE MANHOLE ~ ~ FIRE HYDRANT ASS MBLY 11 * BUILDING MATRIX DESCRIPTION ~ ~ Ur cn - ~
~ ~ j i ~ C5.04 ( P) ~ } (TYP) ~ C5.04 * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE ~ ~ ~ two
~ ~ ; ~ N ~ ~ J N
~ l 0
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f NOTES: ~ w ~
{
1 { v ~ v t {
t ii } ~ } G04 1. THE SUBCONTRACTOR MUST UNCOVER w - ~ ALL POINTS OF CONNECTION BETWEEN ~ ~
7{ { 7 ~ EXISTING AND PROPOSED WATER
3 1 ~ ~ _ 0 MAINS AND SANITARY SEWER MAINS
1 ~ i _ / ~ PRIOR TO COMMENCING ANY UTILITY
1 1 _ I WORK. THE SUB-CONTRACTOR SHALL / ~ INFORM THE D/B CONTRACTOR
~ 1 t t 1 j .~..h"e ~ , I # iRt j ~sq U IMMEDIATELY IF CONDITIONS ARE o
1 f A ' Y Y j g f ~ 4 t i ~ t DIFFERENT THAN AS SHOWN ON
r ~ 22 1 /2 BEND......, i~ ~ ~ 11 THESE CONSTRUCTION DOCUMENTS. ~ _ ~ o
f GR~UND LEAS - ,
r ; t 8'' / _ 2. LOCATION OF ALL EXISTING UTILITIES ~ ~ H a E 0
~ ( t 7 ,,x ~ THRUST BLOCK / (f~ ~ SHOWN WERE FIELD SURVEYED FROM w ¢ a ~ W ~
~C5.03 (~'P) ~ ~ OBSERVED ABOVE GROUND w w v ~ ~ z e APPURTENANCES AND SUPPLEMENTED Z O ~ ~ ~ M ,83 ~ BY DRAWINGS PROVIDED BY CAMP v ~ W z ~
l - 1 f~ Il
~ ~ t I ll ~sq ~ LEJEUNE. THE SUB-CONTRACTOR ~ z `n z ~ s ~ ~ z
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)1 1ri r ~ 1 ~ ~ t ! l ' ~ 3. ALL VALVES, MANHOLES OR ANY
~ ~ SIMILAR OBJECT THAT FALLS IN THE 8 III
~ ~ ; 11 SIDEWALK OR CROSSWALK LOCATIONS
\ / / ~ '\s~~ SHALL BE MADE FLUSH WITH NO
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rn ~ ~ D ~ ~ WETLANDS BOUNDARY} 1 /4" AND NO OPENING GREATER
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~ ~ ? i . ~-u---- TYP. ~ ~ 1 F L ( i ( / t
N f~ q ~ } ( ~ C j i t r ~ ~t i k ~3 ~ ~ ~ ~ Project No: 26012
0 1 / ^ ~ 1 ~
s i JI ' I ~ I ~ Drawn:
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~ % t ~ i i Approved:
N l = ~ ~ J~``s` i r ! ~ I ~ f ~ *Scale:
f I f I ~ *use graphic scales if sheet size
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~ o , I I 0 10 20 30 40 SO 120
0 N I I SHEET 59 OF 167
N JJ - ~ ] - - - I I - ~ SCALE 1 " = 40'
MAT H LINE ~ F SEE SHEET CU-4.05 f w~.,
~ r r' I~. ~ REFER TO SHEET GI-0.01 FOR • } ~ C U-4 03
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ATLANTIC
MARINE CORPS
1COMMUNITIES
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INCIDENT & INJURY FREE
SIN LESION 0 ACCIDENTE
LIVE SAFE VIVA SEGURO
WORK SAFE TRABAJE SEGURO
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Project No: 26012
Drawn:
Checked:
Approved:
*Scale:
*use graphic scales if sheet size
varies from 22 x 34
SHEET 60 OF 167
CU=4*04
H
G
0
E
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1 2 3 4 5 6 7 8 ! t f 9 10 11 12
} 7 t ! l l 4 ~ F 1 ~ ~ ~t PROPOSED UTILITY LEGEND
~ 1 k ! 1 f j}1 ~ } - 4 f l F ~ l I t i I . I i
' ATCH INE ~ SEES ET CU-4.03 - ~ - ~ ~ 8"W 8° WATER LINE ~ T A N T I C
~ ~ ~ - - - - - - - - - 1 ° WATER SERVICE LINE f ~F ~C~3RP5
_ ;u"" ~u, ~LrNITIES
WETLANDS BOUNDARY NDARY ,-I`~ ' ~ 8"S 8 SANITARY SEWER LINE
~ (YP.) t ~ ~ 4° SANITARY SEWER SERVIC {
{ ~ ~ ~ t 04 i ~ ~ I r; i I ~ ~ ~ ~ GROUND LEASE LINE H
~ ~ ~ ~ i:. - - - - - - - - - 50 FT. STREAM BUFFER INCIDENT & INJURY FREE
/ ~ f t:;
5~-FT STREAM BUFFER ~ I w``~ ~ ~ ~ ~ ~ ~ ~ WETLANDS SIN LES16N 0 ACCIDENTE
F ' c,; f (GYP.) - ~ ~ LIVE SAFE VIVA SEGUBO ' ~ I f CENTER LINE STREAM WORK SAFE TfiABAJE SEGUBO
/ ~ I , ~ ~ ~ } 11 ~ I1 .
• SANITARY SEWER MANHOLE -
~ j f t i ' ~ 1 r t~ ~ / ~ i 3~.,,,,,„. ~a x;~ <<~~ 11 1 /4' BEND W/CONC. ~
t l s i ~ i F t ~'j t BRACE I
~ ~ 1 ~ t~ ` ~ ~ f. f ~ ~ ~ ~ 1 r ~ Ij 22 1/2' BEND W/CONC.
11 APPROXIMATE LOCATION t ~ ~ ~TION ~ i ~ ~ ~ f BRACE
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F ~ , r ; ~ TYP.
( ) ~ ~ \ ~ e j ~ I ~ FIRE HYDRANT ASSEMBLY ~
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~ i ~ ~ Z \ ~ * BUILDING MATRIX DESCRIPTION ~ ~ Ur O
t e, t , , ~
t 1 w, `a, °'f W * SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE ~ W O
~ ~ ~ ~ / i ~ ~ m ~ N

F F i i 45' BEND ~ ~ ~ ~ N ~ i ~JN F
~ ~ 0 i ~x~ ~ NOTES: ~ ~
r' t 11 ~ I } l ~ ;
, / I ~ ~ / ~ w ~ % / 1. THE SUBCONTRACTOR MUST UNCOVER W ~
I ALL POINTS OF CONNECTION BETWEEN tZ ~
t~ ~ i I , I ~ ~ ~ EXISTING AND PROPOSED WATER
l ` „ v~ ~ t. ~ ~ I , l ~ 8' _ / ~ MAINS AND SANITARY SEWER MAINS
. ~ W ~ } ~ F I , I ~ r" Y i I ~ ~ PRIOR TO COMMENCING ANY UTILITY
~ _ .-B01 ; ; I I / / ~ ~ ~ I WORK. THE SUB-CONTRACTOR SHALL / ~ ~ INFORM THE D/B CONTRACTOR
~ 11 I ~ ' ~ 1 , _ I ~ r~ ; _ ~ / ' ~ / / ~ IMMEDIATELY IF CONDITIONS ARE o
F ~ ~ , ~ , r~ i } _ _ ~ J ~ / DIFFERENT THAN AS SHOWN ON
~ 1 ,4 r { 8 S / 8'/ ~ s ~ W r E 1 % i THESE CONSTRUCTION DOCUMENTS. z ~ ~ =~o
`~~--w ! GROUND LEAS LINE / I Z tie w
E ~ I ,A 602 ~ / ~ I , 2. LOCATION OF ALL EXISTING UTILITIES 0 ~ H a ~ ~ ~ E
l~ ~ ~ ~ ; 1 is ; ~ ~ ? ! _ w~ / / ~ i SHOWN WERE FIELD SURVEYED FROM w Q a < ~ ~ / / 8"x8'TEE OBSERVED ABOVE GROUND w w v ~ Sze
~ ~ 4, ~ w 1 1. / ~ I APPURTENANCES AND SUPPLEMENTED z O a ~
e 1 4„.n Ii , ~ e / ~ 8 W ~ ~ BY DRAWINGS PROVIDED BY CAMP H ~ ~ ~ Z a
I f 1 UTILITY CROSSING ~ Q ; I ` / F LEJEUNE. THE SUB-CONTRACTOR z ~ ~ ~ x z
Y C5.03 ~ ; I _ ° (TYP) _ % / ~ SHALL VERIFY THE EXACT LOCATION ~ w ~ w a Z a
° / OF ALL EXISTING UTILITIES PRIOR TO
~ t u I 3 ~ ~ I / / / ~ ~ COMMENCING WORK.
a t ~ ~ / C 11 z / / / 3. ALL VALVES, MANHOLES OR ANY
....a / / % / SIMILAR OBJECT THAT FALLS IN THE I I I
~ ~ ~ 11 FORE H DRANT ASSEMBL N-i / SIDEWALK OR CROSSWALK LOCATIONS
~ ~ f C5.04 (TYP) / / , / SHALL BE MADE FLUSH WITH NO
~ r~ r' / % / f~ / CHANGE IN ELEVATION GREATER THAN
rn t ~ p t i 1 f Y l D ~ ~ / / ~ 1 /4" AND NO OPENING GREATER
o I ~ ! I / T / I THAN 1 /2" AND SHALL BE ADA D
INSTALL SAIL TARY SEWE-R'~ I i ~1 ' f l s I`7 (I ; ~ r / % / COMPLIANT. \~1~\IIfi11i//~~
cv , } FORCE MAIN $EL'OW THE l j ~~~~~pQ`~~ C ARa
~ ; ~ 7 ; PROPOSED WATER 'MAIN. 7 i ~ l
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INFORMATION. 3 MAX. CONCRETE FILL CONCRETE 2.5 ASPHALTIC CONC. SURFACE * SIDEWALK ~
EDGE OF PAUEMENT PRESSURE TREATED TO AWPI LP-22A, SLOPE SIDEWALK COMPACTED
ROAD CENTERLINE ~ PAINT WHITE. SUBGRADE 6" MINERAL AGGREGATE BASE
EDGE OF 8x8 x5 -0 PARKING STRIPE PLAN EXTEND AGGREGATE A MIN. OF 12" BEYOND THE EDGE OF * ASPHALT IN 2 LIFTS. APPLY A TACK COAT BETWEEN LIFTS
„ PAVEMENT 4 SOLID WHITE PAVEMENT ON BOTH SIDES. PER THE SPECIFICATIONS APPLICATION RATE.
PORTER TRAFFIC PAINT ,ll, ,ll, ,ll, ,ll, ,ll, ,ll, dlA ~ ,ll, ,ll, WIDTH VARIES BASED ON LOCATION OF ON-STREET PARKING
9 -8 O.C. CROSS-SLOPE SECTION ACtus G
10' 4" MIN. G 2% SLOPE ACROSS COMPACTED VARIES ~ ~ TOP OF BOX
PARKING AREA GRASS 4 N 10~ GRAVEL ~ CULVERT OF BOX ~ PAVEMENT /ERT Lend Lease
VARIES** VARIES**
R5' ~ STRIP AND SIDEWALK _ 22 MIN. R5 TO MATCH ROADWAY „ 2 2
8 4 12"x 12"x 1 /4" - R30 45 CROSS SLOPE 4"x8"x10'-0" ELEVATION 2"x 1 /4"
ELEVATION @ STEEL BASE PLATI _ BASE PLATE
` - BOLTED TO TOP - -r-- . BOX C U ~V E RT r~: ~ OF CULVERT AND ED TO TOP ULVERT AND
i n f~ 8" ~ I ~ i 8x8 WOODEN ' WOODEN 2~ 2% MAX.
BEGIN 30 RADIUS OF NORTHING POST 2% ~ ~ 1 - - SLOPE
SIDEWALK AT EDGE OF FASTING NORTHING 31 " 3 ~ Q Cz'^) I - =~11111_II - IFIG Tr_II - ~I~F~~-I-IL- ' CUT ~ II-
PARKING SPACE. REFER FASTING 4 WIDE GRASS STRIP ,
TO DETAILED SITE LAYOUT „ CONCRETE SIDEWALK 19 3 1 SLOPE - ~ (n O
SHEETS FOR LOCATION. FILL CONCRETE 2.5" ASPHALTIC CONC. SURFACE * CONCRETE ~ W N SLOPE SIDEWALK COMPACTED SIDEWALK Im ~
NOT REQUIRED AT ALL SUBGRADE 6' MINERAL AGGREGATE BASE o ~ J N
F PARKING BAYS.) EXTEND AGGREGATE A MIN. OF ~ ~ N F
12" BEYOND THE EDGE OF * ASPHALT IN 2 LIFTS. APPLY A TACK COAT BETWEEN LIFTS ~ - W
PAVEMENT ON BOTH SIDES. PER THE SPECIFICATIONS APPLICATION RATE. - U Z WIDTH VARIES BASED ON LOCATION OF ON-STREET PARKING ~ W ~
CROWN SECTION ~
NOT TO SCALE
NOT TO SCALE
TYPICAL PAVEMENT SECTION
NOT TO SCALE
ai is
0
PAVEMENT
FINISHED 12" z c~ ~ ~ ~~o USE 2500 PSI CONCRETE; = z w Z o M
E GRADE PROVIDE CONTROL JOINTS @ 4' CENTERS O ~ H ~ W . E
° _ PROVIDE EXPANSION JOINTS @ 24' CENTERS AND ~ w ¢ a ~ ~
° I=III=1 III-III- _ WHERE SIDEWALKS ABUT RIGID MATERIAL TOPSOIL TO BE a z u x ~ W
' a 1=1I1=1 VARIES* PLACED WITHIN F., ~ O ~ E. 1 /2" OF WALKWAY H z ~ Z
° - III-III- MINERAL ' ° I=III=1 SURFACE ~ w ~ ~ ~ ~ o
AGGREGATE - _ m °`ia SLOPE 2~ MAX., 1 ~ MIN.
~ BASE -I ~ I "f l I-III- ° a a' ,
L -''i=III=~"- 4000 PSI CONCRETE =1 I I=1 I i - ~ ae : I=1 11=1 11=1 11=1 11=1 - ~ ° III-III-I 11=1 I I-I I i- ~ 1=1 11= o. a -III-III-I 11=1 i I-
=1 11-III. ~ ~I I I-I ~ i -1 11-'
E a -III-III-1 I I_ I=, 1=1 11=1 11=1 ' I I I
rn =111 ,Illl~ill 4" COMPACTED SAND BASE ~~~'x~'~
* ALL STREET SIDEWALKS ARE 4'
I NOT TO SCALE ALL NON-HANDICAP UNIT (HOUSE) SIDEWALKS ARE 3'
~D ALL HANDICAP UNIT (HOUSE) SIDEWALKS ARE 4' D
o HANSON PRECAST
WINGED HEADWALL CONCRETE SIDEWALK `0.~~~11 r 1 iJtltr~i
NOT TO SCALE ~``\~o~~N CARa ~i,~ .
N 1 1 1 ,
6" 8"
31 f 44 .
0 45~ 2.5' 8.. I
~ 3' I 5, 6' ~~~~~~A8 ~j ~OP~ ?ui~
~ 2.5' NOTES:
3 1. PROVIDE 2'-10" HEIGHT 1-1/2" O.D. HANDRAIL
J 1' n AT HEADWALL WHERE THE ELEVATION DROP IS MORE
0 0 8 0 45 8 1 THAN 30".
o C 1' 5' 2.5' ~ TURNDOWN TO BE JOINT _ w
° ATTACHED IN FIELD. 2. VARIATIONS IN HANDRAIL HEIGHT SHALL NOT BE ~ ~ ~ Z
I ~ TOP BANK ALLOWED. o Z
I TURNDOWN TO BE 50 MIN, TO PIT 50' MIN, TO PIT IT = 3" MIN. ~ O 3. HANDRAIL SHALL BE SMOOTH FINISH, ALL WELDED ~ O U
o ATTACHED IN FIELD. SURFACES PAINTED WITH TWO COATS OF ENAMEL,
Z COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. a. W ~ ~ ~
- W ~ ,-I
- STREAM BED - 1-1 /2" .0 O.D. STEEL PIPE ~ U O
CONCRETE SIDEWALK WOODEN GUARD RAIL 4 WOODEN GUARD RAIL 4 ~ i iii III III I~~ ~~I III III III- 2" ~ PIPE ~ ~ Z SLEEVE CAST ~ O W w
N ,p .0 1 -1 /2" ~ O.D. STEEL PIPE IN PLACE (4" LENGTH) Q
s ROAD "E" -I - VERT. SUPPORTS AT Z W ~
~ 3 STEEL HANDRAIL 7' STEEL HANDRAIL 3 _ _ 5'-0" SPACING MAX. W w
N ~ ~ ~ ~ ~ ~ ~ 5•~ NOTE: UTILITY LINE 3 4 3 10 10 3 3 H
B TO BE INSTALLED BY - ~a ~ B N w~ ~
JACK & BORE OR
_ ' ' ' ' ' ' ' ' UTILITY LINE o DIRECTIONAL DRILLING. LITY LINE Z ~
=1I1=1 I1=1I1=1I1=1I 1=_ _ _ _ I I 1=1I1=1I1=1I1=1I I _ _ =1I1=1 I1=1 I1=1I1=1I Z SHALL BE DIP - - o qLL BE DIP U
~ ~ 3 CONCRETE
L a a. a ° a.
N C e a ~ a a. a . - . 8 a $ e Project No: 26012
~ 7' BOX 4 - 7.5' BOXES , a
i Drawn:
3 8 THICK WALLS HEADWALL/WINGWALL Checked:
INV.=22.50
INV.=22.30 TYP. I STEEL HAND RAIL Approved:
N o HANSON PRECAST BOX CULVERT *Scale: NOT TO SCALE
*use graphic scales if sheet size
N A 3'T X 6'W varies from 22 x 34
0 SHEET 75 OF 167
0
i NOT TO SCALE NOT TO SCALE N
U N
0 L C-5.01
Q
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
OUTLET PIPE w/ 4" X 4"
1. CROSSWALK SIGN SHALL BE W11-2 TRASH RACK COVER ..TZ~~TI
AND W16-7 PER MUTCD STANDARDS. SECURE TO HEADWALL 48" 6" p AS REQUIRED ~ ;°~1~r~ cogs
• 2. SIGN SHALL BE LOCATED -~:h;~~Ur~ITI~.s
3' FROM EDGE OF PAVEMENT. TOP OF WALL
COORDINATE WITH SIDEWALK Z ~ = 23.50
H LOCATION. N H
3. SIGN INSTALLATION SHALL BE INCIDENT & INJURY FREE
IN ACCORDANCE WITH THE SIN LESIbN 0 ACCIDENTS
LATEST EDITION OF THE
MANUAL OF UNIFORM TRAFFIC LIVE SAFE VIVA SEGUBO O WORK SAFE TfiABAJE SEGUBO
CONTROL DEVICES.
- - ~ - 0 O _ ,
I
8.. TOP OF WALL ~
= 23.50 HOT DIPPED GALVANIZED 3 Ibs/ft MIN. RIP-RAP WITH O O
„ E~EUATION SECTION U-CHANNEL SIGN POST WITH a FILTER FABRIC. O O O Op ~
PREPUNCHED HOLES ON 1" CENTERS. SET TOP OF
132" e POSTS SHALL MEET THE LATEST EDITION RIP-RAP AS
~ OF THE MUTCD BREAKAWAY STANDARDS G / / / i - - - - „ FINISHED GRADE. ~ 1)FILTER FABRIC TO BE G
o ~/VA/VA e /VA/VA' ~ ~ ~ 8 WIDE CONCRETE WALL. I e ~ I ~I~ NOTES. ~ V/VA/VA e /VA/VA~ ~ i~ ' I \ REINFORCE WITH #4 BARS @ O GEOTEX 601 OR APPROVED EQUAL. Lend Lease
TO WINGED O 2) RIP-RAP d50=8" & DEPTH OF
e I ~ ~ 9" O.C.E.W. LENGTH OF WALL REINFORCEMENT NOT SHOWN. REFER TO WINGED //A//A ~ A//A~ ~ I ~ t HEADWALL DETAIL FOR REINFORCEMENT ° /VA/VA, ~ , , I ~ SHALL BE 10 MIN. T RIP-RAP TO BE 18".
~ I ~ ~ REQUIREMENTS. 19' 3) RIP-RAP TO BE INSTALLED
~ . I ~ (TIE REINFORCEMENT INTO ~ I ~ HEADWALL USE 4000 PSI CONCRETE. PLAN AT FINISHED GRADE.
~ ~ ) « ~ PROVIDE ALL REINFORCING STEEL WHICH MEETS CH MEETS 4)FOR INLET HEADWALLS DO
/ ~ ASTM A615 FOR GRADE 60 WITH 2 MIN. MIN. ~B NOT INSTALL RIP-RAP.
~ CLEARANCE. 5)INSTALL RIP-RAP ALONG SIDES OF DANCE WITH 16' CHANNEL (WHERE APPLICABLE) TO Q
PLAN ~ PLACE LIFT HOLES OR PINS INACCORDANCE WITH NOT TO SCALE OSHA STANDARD 1926.704. ENSURE A WIDTH OF RIP-RAP OF ~ ~ ~ ~
6' MIN. WIDE STRIP OF TURF ~ PIPE TO BE GROUTED INTO HEADWALL ON SITE BY _ ON SITE BY 19' -
1. ADVANCED CROSSWALK SIGN SHALL REINFORCEMENT MATTING L4NDLOK 300 SUB-CONTRACTOR. ~ 1111=11111 ~ ~ °o
BE W11-2 AND W16-9p PER MUTCD AS MANUFACTURED BY PROPEX ~ ALL ELEMENTS PRECAST TO MEET ASTM C913. fMC913. ~ IIIII ~ m~CV
• STANDARDS. GEOSYNTHETICS (OR APPROVED EQUAL) ~ CHAMFER ALL CORNERS 1 IIIII-IIIII I -IIIII-IIIIIIII~~ o
F INSTALL PER MANUFACTURERS ~ PRECAST HEADWALLS ARE ACCEPTABLE IN LIEU OF 2. SIGN SHALL BE LOCATED CONCRETE CAST IN PLACE HEADWALLS. IN LIEU OF COMPACTED ~ ~ N F
3' FROM EDGE OF PAVEMENT. RECOMMENDATIONS AND REQUIREMENTS FILTER FABRIC SUBGRADE ~ U j
COORDINATE WITH SIDEWALK
LOCATION. l02 SECTION B-B ~ ~ ~
3. SIGN INSTALLATION SHALL BE w ~
AHEAD NOT TO SCALE IN ACCORDANCE WITH THE RIP -RAP AT HEADWALLS
LATEST EDITION OF THE NOT TO SCALE ~
MANUAL OF UNIFORM TRAFFIC RAISED TRUNCATED DOMES TO PROVIDE PROVIDE -
CONTROL DEVICES, A TACTILE WARNING SURFACE FOR A HANDICAPPED INDIVIDUALS. DOME AREA -0R AE AREA 4" CONCRETE (3000 PSI)
TO BE COLORED W/ COLORING ADMIXTURE; ADMIXTURE; REINFORCED WITH
L.M. SCOFIELD CO. COLOR TO BE CON- 0 000000000 000 00000 TRASTING OF DARK TO LIGHT SURFACE. BE CON- 6"x6"-W2.9xW2.9 WWF o iURFACE.
0000000 0000000 0 0 0 0 0 0 0 0 0 FINAL COLOR SELECTION TD BE SELECTED SELECTED a z ~ ~ ~ ~ o
0 0 0 ~ 0 0 0 FROM SHOP DRAWING SUBMITTAL. 4L. ~ ° ° 'a x a~~ I IIII ' III _ = Lr ~~~Wyyy Z y M m
E 00000 0000 HOT DIPPED GALVANIZED 3 Ibs/ft MIN. 0 0 0 0 0 0 II~~~II IKI- 11y1 a III~7~11 O ~ ~ ~ ~ W ~ E
3'° 00000 0000 U-CHANNEL SIGN POST WITH ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w a z W w U z ~ W
PREPUNCHED HOLES ON 1" CENTERS. a z_ ~ ~ ~E.~
/ e / ~ POSTS SHALL MEET THE LATEST EDITION e 4" COMPACTED SAND BASE'k F" c~ v~ ~ Z
OF THE MUTCD BREAKAWAY STANDARDS A EDGE OF PAVEMENT o e FLUSH SIDEWALK & COMPACTED E" Z ~ x ~ SUBGRADE ~ W ~ ~ ~ z
I e Y ~ e CONCRETE PAVEMENT CONDITION
~ e \i\i\ , /\i~ PLAN SECTION A-A
v
E 2.35 O.C.
(5MM) (60 MM) d I I I
rn °.Q° e VARIES** °
r~i ~ ~ ~ to a_ a a .
I o.s a:° . d .9
~ ~ NOT TO SCALE (23 MM) RAISED TRUNCATED o DETAIL DOMES TO BE FORMED ° ~C6NCR'E~E . a DR1 aEWAY : D
o ~ ~ ON THE SURFACE OF A a a.. A
N THE CONCRETE WALK. ~c COMPACTION OF EXISTING SAND ~~~~~N!CARa~ii,
ri CONTRACTOR TO N W1 D 8" 3 PROVIDE A FORM 2' ° a° SUBGRADE IS ALLOWABLE IF Q~•'
~ FINISHED GROUND 2,35" SUB-CONSTRUCTED TO ADEQUATE COMPACTION IS ACHIEVED ~~io• ~ < AND IS APPROVED BY THE
~ SURFACE 2- 4 O.C THE PATTERN SHOWN NOTES: . ° a ~ GEOTECHNICAL TESTING AGENCY. _,_~Q irk Q• :a.° e ~ . < ~ ~
~ ~ HEREIN, TO IMPRINT ~ * * SEE LAYOUT (CS SHEETS) FOR WIDTH ~ ~ f 4~ .
o m ~ ~ USE 4000 PSI CONCRETE. ~ ~ . THE SURFACE OF THE I Z ~ CONCRETE TO CREATE
~ ~ ~ PROVIDE ALL REINFORCING STEEL WHICH MEETS ~ THE DESIRED PATTERN. I N VARIES 4~ MIN. - 6~ °MAX. ° ~~'~iti ~~'Gl ~1~~`~` ( ) ii~~~AS~I i 1~~P~\\
~ ASTM A615 FOR GRADE 60 WITH 2 MIN. / SECTION A-A I CLEARANCE.
o' ~ PLACE LIFT HOLES OR PINS INACCORDANCE WITH PLAN CONTROL JOINT (TYP.)
3 / ~ _ OSHA STANDARD 1926.704. ~ PT ~ N A INSTALL EXPANSION AND CONTROL
~ / ~ PIPE TO BE GROUTED INTO HEADWALL ON SITE BY JOINTS PER THE SPECIFICATIONS.
° ~ SUB-CONTRACTOR. p ~ EDGE OF PAVEMENT 4" WIDE CONCRETE BAND TEXTURED
C _ _ - ALL ELEMENTS PRECAST TO MEET ASTM C913. wITH A uGHT BROOM FINISH TYPICAL DRIVEWAY ~ ~
~ ~ ~ ~ CHAMFER ALL CORNERS 1 iYP. THREE SIDES p CONCRETE SECTION z
I 4@9"O.C. ~ ~ PRECAST HEADWALLS ARE ACCEPTABLE IN LIEU OF ~ ~ _ - 2- 4 s" 2 4 ~ CONCRETE CAST IN PLACE HEADWALLS. z~ NOT TO SCALE ~ ~
I 4@9"O.C, ASPHALTIC
ROADWAY 36" O ~ PAVEMENT O ~ ~xU ~
Z ELEVATION SECTION / a SIDEWALK
~W~ ~
U FLUSH CONDITION - oho ~
N W2 ' LEFT BLANK ~ o W w
HEADWA~~ DIMENSIONS FOR CIRCULAR PIPES
~ EXPANSION JOINT PIPE DIA. H1 H2 D W1 W2 N - MORTAR JOINTS ON PURPOSE z ~ W w
~ I UP TO 18" 15" 36" 30" 36" 72" D"-1 a' WIDTH MAX H
B i ~ ~ I ~ ~ / ~ ~ g
~ UP TO 30 24 48 42 54 120 11 3/4" X 11 3/4" DETECTABLE WARNING ~ ~ I ~ PAVER BY HANOVER WITH CHARCOAL COLOR z ~ v~
~ ~ I i f I UP TO 42 30 60 48 72 132 OR APPROVED EQUAL ~ I i ~ ~ 4" WIDE CONCRETE BAND
~ I ~ I ~ UP TO 60 o I ~ ~ 36 80 54 90 156 ASPHALTIC
~ ~ I ~ ROADWAY 36"
~ PAVEMENT
~ HEADWALL DIMENSIONS FOR ELLIPTICAL PIPES 0 0 Project No: 26012
~ 3°01'x' Duo v PLAN o PIPE DIMENSIONS H1 H2 D W1 W2 D D D
o, " 6.. Drawn:
3 6' MIN. WIDE STRIP OF TURF 23"x14" 8" 30" 30" 42" 80" o 00 0 _ o _ Checked:
~ REINFORCEMENT MATTING LANDLOK 300 MINERAL I i i TI - -III- 1" MORTAR SETTING BED 30"x19" 12" 36" 42" 54" 120" AGGREGATE BASE III III II ~ AS MANUFACTURED BY PROPEX 4°CDNCRETE SLAB REINFORCED
Approved: 12" L x 6" W x 12" H CONCRETE
N GEOSYNTHETICS (OR APPROVED EQUAL) 38"x24" 12" 40" 48" 72" 132" WITH 2.922.9-626 W.W.F.; ENERGY DISSIPATORS *Scale:
o INSTALL PER MANUFACTURERS COMPACTED SUBGRADE WEEP HOLES TO BE PROVIDED AT LOW PDINT OF SLAB, c~ RECOMMENDATIONS AND REQUIREMENTS REINFORCE WITH #4 BARS *use graphic scales if sheet size
NA varies from 22 x 34 /`y
0 OPT ON B
0 N ENERGY DISSIPATORS SHEET 76 OF 167
N AT HEADWALL
v NOT TO SCALE m
o NOT TO SCALE L NOT TO SCALE C 5.02
Q
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
GROUND SURFACE NOTE: A VERTICAL
~ ~ ~ ~ ~ ~ ~ ~ SAME BLOCKING AS CLEARANCE OF 18" ' T L A N T I
OPPOSITE END MIN. IS REQUIRED ;~II~IE CC?PS BETWEEN WATER AND ~ ~ , ,~,^::h;~~Ut`ti(ITI~.S
GROUND SURFACE ~ " ' SANITARY SEWER MAINS FINISHED GRADE AND BOTH MAINS SHALL
I--I UNDISTURBED EARTH - FINAL BACKFILL
\//\/i FINAL BACKFILL / ~ ~ OBSTRUCTION BE DIP. REFER TO H SPECIFICATIONS.
/ UNDISTURBED o 0o j~~~ EARTH FLAT IRON INCIDENT & INJURY FREE
CUT TO FIRM, 0 0 0 \ STRAP ~ SIN LESIbN 0 ACCIDENTS
//\'i NATIVE SOIL INITIAL BACKFILL, \j/\ DPE PIPE 6'-12° (150-300mm) i \ ABOVE TOP OF PIPE. FACE OF FINISH GRADE
~ LIVE SAFE VIVA SEGUBO
~j\ o BUILDING \/i~ o ~ TOP OF VALVE BOX EDGE OF PAVEMENT
INITIAL BACKFILL, HAUNCHING TO HDPE PIPE O WORK SAFE TfiABAJE SEGUBO
SPRINGLINE OF PIPE ~ 6 -12 (150-300mm) ~ ABOVE TOP OF PIPE. SIDEWALK 1" CORPORATION STOP )N STOP N ~
go 00 80 0o BEDDING MATERIAL '
4 HAUNCHING, TO II=O THREADED RODS-HEX
=1 I p FOUNDATION SPRINGLINE OF PIPE 11= 11=1 I I I II I I j I~ I I ~ I 1=1 I NUTS ADAPTER
0 0o BEDDING MATERIAL CAST IRON MIN. TRENCH WIDTH 800 PIECES
4" VALVE BOX STANDARD CONC.
G FOUNDATION THRUST BLOCKS G
OPEN DITCH INSTALLATION
TYPICAL CROSS-SECTION MIN. TRENCH WIDTH 5'-D" ( ) M N.T.S.
TYPICAL TRENCH CROSS-SECTION WATER LINE CONSTRUCTION Lend Lease
(N.T.S.) AT UTILITY CROSSING
NOT TO SCALE
Unless otherwise specified by the Contractor's Quality Control Manager, #10 TRACER WIRE minimum trench widths shall be as follows: 10' MIN. & MARKING TAPE
NOMINAL DIAMETER, in MIN. TRENCH NOMINAL DIAMETER, in MIN. TRENCH Q Z
WIDTH, in WIDTH, in 0
4 21 24 48 A~° ~5 ~ ~ o W
6 23 30 66 ai m ~ N
8 25 36 78 1" PVC OR
F 10 28 42 83 CURB STOP DR9 SERVICE ~ ~ J N
12 31 48 89 PIPE SEE HOUSING PLUMBING ~>w F ~ U Z
15 34 60 102 DRAWINGS FOR CONTINUATION.
18 39 TIE IN BY HOUSE PLUMBER ( ) ~ ~ ~
NOTES; WATER MAIN w ~
1, BEDDING AND BACKFILL MATERIAL SHALL BE CRUSHED STONE MEETING ASTM D 2321. CRUSHED STONE TO BE NO LARGER THAN
1-1/2-INCH WITH LITTLE TO NO FINES. CRUSHED STONE SIZES MEETING THIS REQUIREMENT INCLUDE BUT NOT LIMITED TO NUMBER
5, 57, 67, 68, 8, 9, AND 10.
2. FOR PIPES INSTALLED OUTSIDE OF PAVEMENT ,CRUSHED STONE TO BE USED FOR BEDDING AND BACKFILL UP TO 3/4 OF THE PIPE
DIAMETER. FROM THE 3/4 POINT TO 12-INCHES ABOVE THE TOP OF THE PIPE, THE BACKFILL MATERIAL MUST BE SELECT
MATERIAL FREE FROM LUMPS OF STONES LARGER THAN 1-1/2-INCH DIAMETER. 0
3. FOR PIPES INSTALLED UNDER PAVEMENT, CRUSHED STONE IS TO BE USED FOR BEDDING AND BACKFILL TO A MINIMUM OF E 12-INCHES ABOVE TOP OF PIPE. z c~ ~ ~ ~~o z a N = z w Z ~M~ E
H Z O x ¢ a z~-
4. THE PIPE SHALL HAVE A MINIMUM OF 24 INCHES OF COVER FOR CONSTRUCTION LOADS. NOT TO SCALE W a > ~ W W U z ~ W e
5. ALL HIGH-DENSITY POLYETHYLENE (HDPE) PIPE USED FOR CULVERT AND STORMDRAIN APPLICATIONS SHALL CONFORM TO THE a z ~ _ ~E.~
REQUIREMENTS OF AASHTO M294 CURRENT EDITION AND BE VERTIFIED THROUGH THE PLASTICS PIPE INSTITUTE (PPI) THIRD PARTY H ~ ~ ~~m H ~ ~ ~ ~a_
CERTIFICATION PROGRAM. ALL HDPE PIPE DELIVERED AND USED SHALL BEAR THE THIRD PARTY ADMINISTERED PPI SEAL. ll rTZ fn z ~
Y 6. RECYCLED CRUSHED CONCRETE CAN BE USED FOR THE BEDDING AND BACKFILL MATERIAL PROVIDED IT MEETS THE REQUIREMENTS I~ W ~ ~ ~ ~ ~ m °`ia
~ OUTLINED IN 1. & 2. OF THESE NOTES.
L U
3
E CORRUGATED HDPE PIPE PITH SMOOTH INNER 1~ALL Q
I I I
I NOT TO SCALE
~D
° ° D
N .\~~~Q~,~N ~C ARa
N 1. HIGH INTENSITY REFLECTIVE ,E p
ALL PIPE 90° BEND N ~r
~ SHEETING SPEED LIMIT SIGN BENDS X slzE H, HZ D v „ ~~D LEFT BLANK - ' ~14~ ~:~r
„ (R2-1) 24 x30 PER MUTCD ~ j~ 4 24 12 12 24 STANDARDS,
o ~~~U// „ I 6" 36" 16" 18" 30 SPEED
u7 ~ LIMIT 2. SIGN SHALL BE LOCATED I a;...;a:.. , 8„ 48., 18„ 18„ 36" ,
~ ~ • 3 FROM EDGE OF PAVEMENT. . ..a • 1ENT. ///~~~SIIi11OP~\\\ LK
I „ . COORDINATE WITH SIDEWALK ~ . 45° BEND
3 : PIPE LOCATION. ~ _p .a. d SIZE H, H2 D V
~ 3. SIGN INSTALLATION SHALL BE IN BE IN
o ACCORDANCE WITH THE LATEST ° EDITION OF THE MANUAL OF ATEST OF Z C
o C ~ 6 30 10 18 20 ~ ~ UNIFORM TRAFFIC CONTROL JL
~ X 8 36 11 18 30 p o DEVICES.
I U ~ CAST IRON, VALVE, BOX COVER Z 0
I _ _ PIPE 22 1/2° BEND HOT DIPPED GALVANIZED 3 Ibs/ft MIN. PLAN BENDS PLAN TEES 8c PLUGS 3 Ibs/ft MIN. CONCRETE 6" LETTERED WATER ~ ~
o SIZE H, Hz D V U-CHANNEL SIGN POST WITH 'ITH COLLAR FINISHED GRADE ~ ~ U ~
~ PREPUNCHED HOLES ON 1" CENTERS. Z 4 12 8 12 12 1 " CENTERS.
POSTS SHALL MEET THE LATEST EDITIO - 0 D 6 18 10 18 18 ~ ° / / OF THE MUTCD BREAKAWAY STANDARD. ATEST EDITION W ~ ~ ,Y STANDARDS ~ ~ O
~ 8„ 27„ 11 „ 18„ 20„ e
~ e ti o ° 5-1/4" MIN. x Z
a~ 'a PIPE 11 1 /4° BEND ~ e ~j\\j\\ ° \\j\\j ~ o r~i W
o SIZE H, H2 D V e ADJUSTABLE CAST Z W ~ Q
#10 TRACER WIRE IRON VALVE BOX W
& MARKING TAPE ~ ~ W w W
g .:4: 8" 18" 11 " 18" 16" 6„ 8-1/2" MIN. W ~ ~ B
•:e:' Z ~
~ MIN. PIPE TEES & PLUGS MECHANICAL JOINT U
CONC. SIZE H, H2 D v NOT TO SCALE END GATE VALVE
° THRUST 6" MIN. v 4" 24" 12" 12" 16"
BLOCK 6" 30" 16" 18" 24"
SECTION X-X
0 8 40" 18 18 30 ISOMETRIC -BENDS BENDS ~ TEES Project No: 26012
~ DIMENSIONS BASED ON SOIL BEARING CAP. Drawn: a ~ CONCRETE THRUST BLOCK Checked:
3 NOTE: MECHANICAL JOINTS MAY BE USED OF 1000 PSF & WATER PRESSURE OF 150 ° PRECAST OR POURED IN PLACE
IN LIEU OF CONCRETE THRUST BLOCKS AT PSI (100 PSI + 50~ FOR WATER HAMMER). sda"
~ ALL LOCATIONS WHERE UNBALANCED LINE ~ a Approved:
N THRUST EXISTS. MECHANICAL JOINTS SHALL o BE INSTALLED PER THE MANUFACTURERS ~j/~~j/~~j/~~j/~~j/~~j/~~j/~~j/~~j/~ *Scale:
~ A RECOMMENDATIONS AND PER THE
SPECIFICATIONS. var eg froml 22 x 34 if sheet size
u, 0 SHEET 77 OF 167
° NOT TO SCALE
N GATE VALVE AND VALVE BOX
U N NOT TO SCALE ~~~•03
0 L
Q
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
HYDRANT BARREL EXTENSION
IF REQUIRED TO BRING HYDRANT PUMPER OUTLET TO TO PROPER ELEVATION ..TZ~~TI
FACE STREET ~ ;°~~~r~ cogs
SELECTED BACKFILL -~:h;~~V~>~I~s
(NO ROCK OVER 6") HYDRANT TO BE
VERTICALLY PLUMB CAST IRON VALVE BOX COVER
H LETTERED WATER CONCRETE ENCASEMENT 4" NEAT, STRAIGHT H
OUTSIDE OF BELL 4'-0" MIN. INSTALLATION SHALL o® CONCRETE COLLAR MIN. SAWCUT EDGE INCIDENT & INJURY FREE
COMPLY WITH LOCAL 1.5 ASPHALTIC 12" 1; 6" ADJUSTABLE CAST CONCRETE SURFACE MIN. MI 12 SIN LESIbN 0 ACCIDENTS
CODES IRON VALVE BOX VARIES ~ MIN. EXISTING
LIVE SAFE VIVA SEGUBO WORK SAFE TfiABAJE SEGUBO
- 2"t - 6" BITUMINOUS MECHANICAL JOINTS - BINDER COURSE i
- -i 1I- - 5 1/4 MIN, FROM TEE TO FIRE-
HYDRANT = 8-1 2" MIN. _ _ 'I~ _ - , STRUCTURAL BACKFILL
/ -III- I=11111 - - - IIII=~ UNDISTURBED COMPACTED IN ACCORDANCE
=III= II=11 - _ _ SOIL - SECTION A A WITH THE SPECIFICATIONS
-III- -III- - - - - - - ~ - A A i _ i ~J! ~ I=11= ~ I I=1 I N.T.S. N: - OR CONTINUE WITH N0. 57
~ CRUSHED STONE
- - - r I L b~:: - G - - STANDARD SANITARY -III-I I- I- I I-III- IIII-I ~ I- ~ I I-I ~ FULLY COMPACTED ACtuS G
- - - - - - - - - - SEWER MANHOLE =1 11=1= =1 I I=1 I I=~ ~ ~ I-I ~ ~ ~ I I=1 I I=1 I I I 11= =1 11= - _ TRENCH BACKFILL Lend Lease
'-1 I I _I I I III= = ~ ~ = -III III-III - SECTIONS (SEE DETAIL) _ _ TO BE N0. 57
CONCRETE ~ ~ IIII 6 HYDRANT MECHANICAL III CRUSHED STONE LEFT BLANK
THRUST FEED LINE JOINT TEE
BLOCK ~ CONCRETE THRUST BLOCK AND SUPPORT PAD, PIPE ON PURPOSE
CARE IS TO BE TAKEN WHEN POURING CONCRETE '
KICKER SO THAT WEEP HOLES ARE NOT BLOCKED. Z PLACEMENT
CRUSHED STONE TO BE PLACED AROUND FIRE HYDRANT ~ NOT TO SCALE SCALE
WEEP HOLES. A MINIMUM OF 7 CU. FT. OF CLEAN STONE " Q Z
IS REQUIRED. COVER TOP OF CRUSHED STONE DRAIN ~ ~ a~
AREA WITH BUILDER'S FELT BEFORE BACKFILLING. - ~ ~ o ~ W o
NOTE: ALL PIPE AND FITTINGS FROM THE TEE TO THE FIRE HYDRANT SHALL BE D.I.P. ° ai m ~ N
CONCRETE ENCASEMENT o ~ J N
III F - - - - - - - -'IIII =1 I I I I=1 I I I I-1 I I I I-1 I I I I- PAVEMENT SECTION ~ W F
1. STOP SIGN SHALL SIGN SHALL BE R1 -1 ~ U Z
NOT TO SCALE (30x30) PER MUT( ~0) PER MUTCD STANDARDS. ~ ~ » W
2. SIGN SHALL BE LC SHALL BE LOCATED 18 f SELECT 5' MIN. PAST E.O.P. ~ ~ ~
3' FROM EDGE of 'OM EDGE OF PAVEMENT. FILL MATERIAL a a a a W ~
COORDINATE WITH LOCATION. DINATE WITH SIDEWALK - . . W -ION. GEOTECHNICAL FABRIC - ~
2 ROAD SIGNS (TYP) MIRAFI 500X OR
~ STREET SIGN 3. sIGN INSTALLATOOr, NOT TO SCALE ACCORDANCE WITF INSTALLATION SHALL BE IN LINQ GTF 200 ~RDANCE WITH THE LATEST
EDITION OF THE ~ 0 N 0 F THE MAN UAL 0 F (OVERLAP 18" MIN
UNIFORM TRAFFIC 0 R M TRAFFIC C 0 NTR 0 L
1. NO PARKING SIGN SHALL BE DEVICES. ES . EXISTING SUBGRADE o
R7-1 PER MUTCD STANDARDS. 4.WHERE INDICATED I E INDICATED ON THE NOTE:
BRONZE OR PVC CLEANOUT TOP 2. SIGN SHALL BE LOCATED DRAWINGS, A 4-WP z c~ ~ ~ NGS, A 4-WAY R1-3 x F. ~ ° 1 . ACTUAL SELECT FILL MATERIAL DEPTH IS DEPENDENT UPON EXISTING = z w Z ~ M
E 3' FROM EDGE OF PAVEMENT. W/ RECESSED CAP IN LAWN PLA UE SHALL BE CLEANOUT WITH COVER Q COORDINATE WITH SIDEWALK AREAS. CAST IRON CLEANOUT THE STOP SIGN AID JE SHALL BE PLACED BELOW SUBGRADE CONDITIONS AND GEOTECHNICAL ENGINEERS p ~ = W ~ E
LOCATION. W/ RECESSED CAP IN PAVEMENT 18" X 18" CONCRETE PAD MINIMUM CLEARANC STOP SIGN AND HAVE A RECOMMENDATIONS. w ¢ a > ~ ~ UM CLEARANCE TO GROUND w w u F z;
AREAS. BRONZE CAP TO BE 4" THICK IN GRASSED AREAS 4-WAY 3. SIGN INSTALLATION SHALL BE IN OF 7. ~ z
USED IN SIDEWALK AREAS, " ACCORDANCE WITH THE LATEST 8 THICK IN PAVED AREAS • 2. PAVEMENT SUBGRADE IMPROVEMENT SECTION TO BE UTILIZED AS ~ z p ~ ~ E. ~~m
5.WHERE INDICATED I o EDITION OF THE MANUAL OF ASPHALT FINISH GRADE E INDICATED ON THE DRAWINGS, DIRECTED BY THE D/B/ CONTRACTOR AND GEOTECHNICAL ENGINEER. ~ z ~ ~ ~ z Z
i STREET SIGNS SHA Y ~ UNIFORM TRAFFIC CONTROL ~ o THE STOP SIGN. S =T SIGNS SHALL BE MOUNTED ABOVE ~ w ~ Z STOP SIGN. STREET NAME SIGNS PAVEMENT
~ ~ T- I ~ DEVICES. D3-1 SHALL BE 1) SHALL BE RETROREFLECTIVE WITH
- II-III ( ) v HOT DIPPED GALVANIZED 3 bs/ft MIN. ~ - = I- WHITE LETTERING EXTENSION: SAME - ~ = III- ( LETTERING (4' MIN. HT.) ON EACH SUBGRADE IMPROVEMENT
U-CHANNEL SIGN POST WITH 8° SIZE AS SEWER SIDE ON A GREEN ON A GREEN BACKGROUND PER
E PREPUNCHED HOLES ON 1" CENTERS, a (UP TO 6"~ MAX.} MUTCD STANDARDS, ~ STANDARDS. THE D/B CONTRACTOR NOT TO SCALE I I I
o e /\//\i POSTS SHALL MEET THE LATEST EDITION SEWER MATERIAL AND SHA~~ COORDINATE N ~ OF THE MUTCD BREAKAWAY STANDARDS SIZE AS REQUIRED / e COMPANY REGARDIP _ COORDINATE WITH THE PROJECT
e /\//\i LONG SWEEP 1/4 BEND ° o e\\/\\/ OR COMB. Y AND 1 8 e\\/\\/ ANY REGARDING NEW STREET NAMES.
I / / / ~ / 10 TRACER WIRE ° /
e BEND (USE REDUCING HOT DIPPED GALVAN D ° TYPE WHERE RE D. & MARKING TAPE ~ e PPED GALVANIZED 3 Ibs/ft MIN.
o ~ e Q ) ~j\\j\\ e \\j\\j U-CHANNEL SIGN F ~ e ~ NNEL SIGN POST WITH
cv e PREPUNCHED HOLE. / / ° POSTS SHALL MEET ACHED HOLES ON 1 " CENTERS. `0.~~~11r1111!/!~ SHALL MEET THE LATEST EDITION `\~~~~N CARa~ii,~
cv OF THE MUTCD BR E MUTCD BREAKAWAY STANDARDS p
LEFT RIGHT BOTH 1
SIGN TRENCH W DTH COMPACTED ~ ~ Z~ i EARTH FILL 31 f 44 ,
o NOT TO SCALE NOT TO SCALE I NOT TO SCALE
- ' ~ f . . ~ ~ ~ ~%~y' ~'~;GI NEB ~ : a:..
~j MANHOLE FRAME AND GRATE TO BE 4 ' ~ ~ ~ ~ ~~iO~ASj1 OP~~\~
I SOLID CASTING JOHN BOUCHARD 4'~ .
3 AND SONS N0. 1110, NEENAH ~ N0. R-1922 OR APPROVED EQUAL ~\Q`• ° ~ z
~ COORDINATES GIVEN TO PRECAST CONCRETE RADIUS (R) OF CENTERLINE p CENTER OF STRUCTURE ADJUSTING RING OF GROUT CHANNEL EQUAL UNDISTURBED ~ SOIL OR BEDROCK
.
o FINISH GRADE TD RADIUS (M) OF MANHOLE C ~ ::a~:...':...~°~'~ 2500 PSI CONCRETE Z
p CONCRETE RING ~a .
I ~ U _ ZO ~ ~
I _ i -
o - - ~ A ' i i I 1=1 18° MAX.. A -
Z NON-CORROSIVE FASTENE
~ FOR TRACER WIRE. MANUFACTURER'S ~ W ~ ~
~ STANDARD ECCENTRIC U COIL AND SECURE WIRE TO 2'-0" OPENING CONE CONCRETE ENCASEMENT ~ ~ z ~
~ FASTENER. LEAVE ENOUGH FREE SECTION A-A TO EXTEND 18" ABOVE TOP N.T.S.
~ OF MANHOLE COVER. 12" WIDE ALUMINUM ALLOY OR N NOT TO SCALE ~ O W W
6" MIN. ° N0. 3 REINFORCED BAR ENCAPSULATED s IN POLYPROPYLENE STEPS
~ a a o (PROTRUDE 4" MIN. FROM INSIDE z~w Q W
N ~ _ ~ FACE OF STRUCTURE) ° ~ ; PEDESTRIAN -PEDESTRIAN CROSSWALK 8" 8" ~ ~ ~
B z w WATERPROOF JOINTS CONSISITNG ~ PIPE O.D. 2' (4' MIN.) ~ ~ OF BITUMASTIC FLEXIBLE PLASTIC w~' U~ B
° / 1 OR RUBBER GASKET PER ASTM C-443 z~
O ~ TONGUE & GROOVE
p PIPE JOINTS ~ a a ~
8' ~ #10 TRACER WIRE #10 TRACER WIRE 8' o ~ ~ a~
& MARKING TAPE ° & MARKING TAPE a a~
N AS NEEDED PIPE OF MANHOLE p CONNECTION 2' a~ ~~d~
U ° ' Project No: 26012
a' 111-T~ T.T III: RESILIENT CONNECTOR d ~ Drawn:
~ =VIII=VIII= - - - PER ASTM C-923 NOTE; _11111=11111=111 + Checked:
~ UNDISTURBED EARTH 1, PEDESTRIAN CROSSWALK, SOLID WALK, SOLID WHITE
~ MARKINGS PAINTED ON ASPHALT (TYF ASPHALT (TYPICAL). Approved:
N ALL PRECAST CONCRETE MANHOLE SECTIONS TO BE ASTM C478, 6" MIN. THICKNESS 2. PAINT 12" WIDE STRIPES AS IND *Scale: RIPES AS INDICATED.
~ WALLS. CONE SECTION TO BE ECCENTRIC USE PORTER TRAFFIC WHITE PAINT 0 MITE PAINT OR CLASS "B" UTILITY *use graphic scales if sheet size A
N A UNLESS OTHERWISE APPROVED BY D B CONTRACTOR, APPROVED EQUAL, / ~ CONCRETE varies from 22 x 34
0
o ` ~ROSSWALK CONCRETE PROTECTION SHEET 78 OF 167
/ ~ N
v NOT TO SCALE m NOT TO SCALE LE C-5.04
~o NOT TO SCALE L
Q
4 5 7

1 2 3 4 5 6 7 8 9 10 11 12
COARSE AGGREGATE
EXISTING 1. TEMPORARY do PERMANENT SEEDING SHALL BE PER NC DENR STANDARDS do GRADE ASTM D448 N0.1 STONE T L A T I C
SPECIFlCAl10NS. (1-1/2" - 3-1/2" DIA.) ' °~tl:!~lE CORPS
".~,r.;I~~UITIS
2. REFER TO TABLES BELOW FOR FURTHER INFORMATION. ORIGINAL GRADE
H TEMPORARY SEEDING MIXTURE FILTER FABRIC H
FILL 6" MIN SECTION B-B INCIDENT & INJURY FREE
SEEDING DATES SPECIES RATE Ibs ac Z ~ ( / ) ~ NOT TO SCALE SIN LES16N 0 ACCIDENTS
I I~ DRIP LINE OF TREE(S) (MIN.)
120 i i N Rye (grain) i i 4' HT. FLUORESCENT Dec. 1 -Aril 15 2:1 MAX. SWALE OR OTHER NOTE:
p Annual les edeza Kobe 50 I I ORANGE CONSTRUCTION p ( ) I I FENCE OR APPROVED SLOPE SEDIMENT CONTROL CONSTRUCT SEDIMENT BARRIER WOBK SAFE TfiABAJE SEGUBO DEVICE AND CHANNELIZE RUNOFF TO
i SUBSTITUTION. INSTALL r 20' MIN SEDIMENT TRAPPING DEVICE ~ RADIUS
i FENCING AT THE LOCATIONS April 15 -Aug. 15 German millet 40 SHOWN ON THE DRAWINGS. EXCAVATION \ o ~ ~ B U
Seeding notes: ? ? ? ? ? ? ? ? ? ? ? ? ? FENCE TO BE REMOVED AT Q
THE END OF THE Omit annual lespedeza when duration of temporary cover is not to extend beyond June. CONSTRUCTION PERIOD.
Soil amendments: ~ o WIDTH AS REQUIRED
ANCHOR STAKES Folllow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural FIRMLY INTO ° ° ° ° ° ° ° ° ° ° ° ° ° NOTE: > OUT TO ACCOMMODATE
limestone and 750 Ib/acre 10-10-10 fertilizer. GROUND ~ ° ° ° ° ° ° ° ° ° ° ? ? ? EXISTING GRADE 1. PROVIDE 0.75% MINIMUM LONGITUDINAL S VGITUDINAL SLOPE. ~ ANTICIPATED TRAFFIC
G Mulch: (MIN. 24") ° ° ° ° ° ° ° ° ° ° ° ° ° 2. STABILIZE WITH SEED AND STRAW OR SEI SYMBOL USE FOR STAKES Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch / BERM PORTION IMMEDIATELY AFTER CONS TRAW OR SEED AND MULCH THE FILL c~ (16' MIN.) G
anchoring tool. A disk with blades set nearly straight can be used as a mulch / / NOTE: 3. INSTALL ROCK CHECK DAMS ALONG SWAL AFTER CONSTRUCTION OF THE SWALE. ALONG SWALE AS REQUIRED BUT AT X B Lend Lease
anchoring tool. N ~ NO STORAGE OF MATERIALS A MAXIMUM SPACING SUCH THAT THE TOE ~T THE TOE OF THE UPSTREAM DAM IS w
Maintenance: \ \ \ \ / WITHIN OR AGAINST THE AT THE SAME ELEVATION AS THE TOP OF Tl E TOP OF THE DOWNSTREAM DAM.
Refertilize if rowth is not full ode uate. Reseed, refertilize and mulch immediate) / ~ ~ /j ~~i PROTECTION BARRIER. g y q y 4. THE SWALE AND BERM SHALL BE GRADE[ fallowing erosion or other damage. ADJACENT GRADE AND STABILIZED ONCE THE L BE GRADED FLUSH WITH THE ~ SUBCONTRACTOR TO
=D ONCE THE UPSTREAM DRAINAGE SUPPLY WATER TO WASH
' ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO CONSTRUCTION AREA HAS BEEN COMPLETED AND STABILIZE[ ACTIVITY SHALL BE VERTICALLY MULCHED (AERATED) AT DIRECTION OF THE QUALIFIED 5. IF INSPECTIONS SHOWN THAT STORM WAT JD STABILIZED WITH VEGETATION. WHEELS AS NECCESSARY
PERMANENT SEEDING MIXTURE PROFESSIONAL. THIS SHALL BE ACCOMPLISHED BY AUGURING THE SOIL IN A 2' GRID l STORM WATER FLOW IS NOT SEDIMENT TRAPS OR IF SEDIMENT 100' MIN
PATTERN TO WITHIN 3' OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A 2" TO 3" DIRECTED TO THE TEMPORARY SEDIMENT THE .NT IN THE SWALE SHALL BE REMOVED I' 'I J
HAND OPERATED AUGUR SHALL BE USED TO DRILL HOLES TO A MINIMUM DEPTH OF 12". BLOCKS THE FLOW, THE SEDIMENT IN THE ~ SEEDING DATES SPECIES RATE (Ibs/ac) WORK SHAL BE ACCOMPLISHED BY suB-CONTRACTOR AT NO cosT To cONTRACroR. AND THE SWALE REPAIRED AS REQUIRED. REQUIRED. PLAN VIEW ~ Q z
6. AN EROSION CONTROL BLANKET SHALL B CET SHALL BE INSTALLED IN THE ~ ~ ~ ~ NOT TO SCALE
Pensacola Bahiagrass 50 SWALE IF INSPECTION REVEAL THAT THE SW' -HAT THE SWALE IS BEING ERODED. ~ ~ ~ 0
April 1 -July 15 sericea lespedeza 30 7~IEIVIPOI~ARX C®NS~~UC~~ON IEX~~ ~ m ° N
NOT TO SCALE F Common Bermudagrass 10
NOT TO SCALE ° ~ ~ N F
German millet 10 PROVIDE ROCK DAM 12" MIN. OF NCDOT 5'MIN. MADE OF NCDOT CLASS .V]E~S~®N SWALIE ~ ~ z
Seeding notes: #5 OR #57 WASHED "B" RIP RAP STONE. NOT TO SCALE TO SCALE ~ W ~
1. Where a neat appearance is desired, omit sericea. STONE
2. Use a common Bermudagrass only on isolated sites where it cannot become a pest. _ _ _ _ Bermudagrass may be replaced with 5 Ib/acre centipedegrass. =III=111=_ FLOW ~ 2 2 ~ X W W
I I=1 I I=I ~ I= o 0 o a EXTEND FILTER FABRIC Soil amendments: =III=1I1-I 1 0 ~1 ~ ~
I o ~ ~ 5' BEYOND STONE Apply lime and fertizer according to soil tests or apply 3,000 Ib/acre ground
agricultural limestone and 500 Ib/acre 10-10-10 fertilizer. ~ REFER TO SHEETS CG-1.01A & FILTER FABRIC TO BE FASTENED * S P EC I FI CATI 0 N S
MUICh: CG-1,016 FOR SURFACE AREA AND i-_- SECURELY TO POSTS.
Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable mulch. Anchor STORAGE VOLUME REQUIREMENTS FOR = ~ = ~ =Z -III= = =III=III= FILTER FABRIC * POST Tensile Strength (Lbs. Min.) (1) Warp-120 W BACKFILL WITH TOPSOIL (ASTM D-4632) Fill -100 °
straw by tacking with asphalt, rowng, netting, or by cnmpmg with a mulch anchoring EACH TEMPORARY SEDIMENT TRAP ~ ~ ~ ~f FILTER ~ , ~ , ~ ~ =III=111=~ taoL A disk with blades set nearly straight can be used as a mulch anchoring tool. 1n FABRIC i i ~ ~ ~ ~ AND COMPACT
Maintenance: Elongation (%Max.)
SECTION E Refertilize the following April with 50 Ib/acre nitrogen. Repeat as growth requires. May (ASTM D-4632) 40 Z ~ ~ " _ ~ ° STEEL T-POST (1.3 Ib./ft. min.) y Z W x o
be mowed only once a year. Where a neat appearance is desired, omit sericea and OVERFILL EMBANKMENT 6" TO AOS (Apparent Opening Size) #30 ~ ~ F" a 5 ~ m E
mow as often as needed. ALLOW FOR SETTLEMENT ~ FLOW ~ (Max. Sieve Size) (ASTM D-4751) _ W ¢ a ~ W ~ Flow Rate (Gal/Min/Sq. Ft.) 25 W w ~ ~ z e
ti
Temporary Sediment Trap Construction Specifications ~ ~ ~ I ~.~I I ~ ~ \ Ultraciolet Stability (2) (ASTM D-4632 ~ V ~ i z
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. ~ WEIR LENGTH ~ ~ ~ ~ ~ ~ / ~ after 300 hours weathering in $Q Z ~ _ ~ ~
Remove all surface soil containing high amounts of organic matter, and stockpile or dispose _ _ _ _J _ _ _ _ ° ~~o~ ~s; a ~ of it properly. ~ ~ 2:1 MAX, ~,6.,~~`` ~ ~ / 6" ~ accordance with ASTM D-4355) ~ W W a z
~ o i N SIDE ~ ` _ _ / \ ~ Bursting Strength (PSI Min.) (ASTM ~ ~ ~ ~ / D-3786 Diaphram Bursting 175
~ 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic N SLOPE w yew w Fo
3 matter, and other ob'ectionable material. Place the fill in lifts not to exceed 9 inches, and 3'MIN. ~ ~ FILTER FABRIC 1:1 MAX. NATURAL NOTE: F~~~a~ ~ ~ \ \ Strength Tester) Minimum Fabric Width (Inches) 36
E machine compact it. Over fill the embankment 6 inches to allow for settlement. SIDE GROUND INSTALL SILT FENCE ALONG
p SLOPE A LEVEL CONTOUR. ~ N SECTION EMERGENCY BY-PASS BURY BOTTOM OF FILTER FABRIC IN / \ I I I
3. Construct the outlet section in the embankment. Protect the connection between the riprap \ OVERLAP FILTER FABRIC BY 6"x6" TRENCH. BACKFILL TRENCH WITH 6" AND WRAP AROUND POST.
and the soil from i in b usin filter fabric or ke wa cutoff trench between the ri ra 6" BELOW SETTLED I p p g Y g Y Y p p TOP OF DAM structure and soil. SOIL AND COMPACT. SECTION SECURE FILTER
~D FABRIC TO POST
o • Place the filter fabric between the riprap and the soil. Extend the fabric across the D
N spillway foundation and sides to the top of the dam; or NOT TO SCALE ~ LOCATION MIN. BOTTOM WIDTH (FT.) NOTE: DO NOT INSTALL SILT FENCE ACROSS /~j `~~~11~r~~11/!/j~
N • Excavate a keyway trench along the center line of the spillway foundation extending A 3 LOCATIONS OF CONCENTRATED FLOW. FILTER FABRIC -.~~``o~'`N CARO ~ii~ .
FILTER FABRIC y
~ up the sides to the height of the dam. The trench should be at least 2 feet deep and 2 1' VARIES 1 B 2 ~ feet wide with 1:1 side slopes. SECURE FILTER ~ •
~ C 3 T ~ ~ ~ q ~ ~ ~ ~ ~ r~ ~ ~ ~ T ~ ~ FABRIC TO POST • 31144 x l~
0 I 4. Clear the trap area below the elevation of the crest of the spillway to facilitate sediment p g JOINING TWO ADJACENT ~ '•Ftiof~~~Q-; \ NOT TO SCALE ~ • 5 ~
~ cleanout. I 6 FREEBOARD SILT FENCE SECTIONS '%~'o • ~
~ NOTES: PLAN VIEW '~i~~ASiiii~oP~~~
J 5. All cut and fill slopes should be 2:1 or flatter. 1 ~ F 5 1. INSTALL EXCELSIOR II EROSION 2 MIN. DEPTH 3
~ 3 G 4 EXTEND FILTER FABRIC 5'
~ 6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width CONTROL BLANKET (OR APPROVED BEYOND ROCK CHECK DAM ~~jj
0 of 3 feet and maximum side slopes of 1:1 that extend to the bottom of the spillway section. EQUAL) AS MANUFACTURED BY i~~~j~~/~~~/~~~/~~~ H 5 MUTUAL INDUSTRIES ON ALL SLOPES Y/~~/~~/~~/~~ PROVIDE ROCK CHECK ,C_,
o C GREATER THAN 3:1. INSTALL PER ~ EROSION CONTROL FABRIC ~ 7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with MANUFACTURERS RECOMMENDATIONS. DAM MADE OF NCDOT *MATCH TOP OF DITCH AT ENDS ~ Q CLASS ' B' STONE AND 6" LOWER AT CENTER ~ Z i--i
0 2:1 side slopes extending to the top of the over filled embankment Keep the thickness of 2~ MIN.
v the sides of the spillway outlet structure at a minimum of 21 inches. The weir must be 2. MINIMUM OF 0.5 FT. OF FREEBOARD TOP OF CHECK DAM ~ 0 O
I level and constructed to grade to assure design capacity. REQUIRED. io
0 ~ 8. Material used in the stone section should be awell-graded mixture of stone with a d ~o size of 1~ ~1 m :III _ -=1~1~~1- ~ ~ U w
z / 9 inches (class B erosion control stone) and a maximum stone size of 14 inches. The stone 0 0 ~ FLOW III- -III- ~ ~ ~ w 0 0 '~-Illill II~III='' ~ U~ Q Q
may be machine placed and the smaller stones worked into the voids of the larger stones. NOT TO SCALE
v The stone should be hard, angular, and highly weather-resistant.
- _ _ iii= - - THE UPSTREAM FACE OF 'III III- O ~ Z I-1 li ~11.,~~I11-
a~ 9. Discharge inlet water into the basin in a manner to prevent erosion. Use temporary slope II-1~1-Illli,l THE ROCK CHECK DAM FILTER ~ ~ W ~ O ' ~-I11= SHALL BE FACED FROM
o drains or diversions with outlet protection to divert sediment-laden water to the upper end CROSS-SECTION FABRIC W ~ Z TOP TO TOE WITH 1' SECTION Z W ~
~ of the pool area to improve basin trap efficiency. FLOW THICK #57 STONE. ~ ~ W Z,
N 10. Ensure that the stone spillway outlet section extends downstream past the toe of the *CHECK DAMS SHALL BE LOCATION A B ~ ~ ,Wj w
B ii ~ embankment until stable conditions are reached and outlet velocity is acceptable for the ~ j j/ SPACED SUCH THAT THE AT HEADWALLS 3' 3' ~ p„~ TOP OF THE DOWNSTREAM AT DITCHES 1' MATCH TOP W ~ 0
receiving stream. Keep the edges of the stone outlet section flush with the surrounding ~ j/ DAM IS AT THE SAME OF DITCH Z ~ ^ V
o round and sha e the center to confine the outflow stream. ~ / ELEVATION AS THE TOE OF U I--I
~ % /j/ % % PLAN VIEW THE PRECEDING UPSTREAM w DAM
11. Direct ewer enc b ass to natural stable areas. Locate b ass outlets so that flow will ~ / g Y Yp Yp ~ r/ / / / ~ /i i /i //i ~ not damage the embankment ~ ~ /j f / /
L /f/ ~j
~ ~ 12. Stabilize the embankment and al disturbed areas above the sediment ool and downstream TElV][]P®RA]~Y R®CK C]~IEC]K SAM
o p ~j /j%~%/ %j / i ~ / v from the trap immediately after construction. j/ / /j// NOT TO SCALE Project No: 26012
ii /i /i /~i/ / / P~~~~••. Drawn:
3 13. Calculate the distance from the to of the s illwa to the sediment cleanout level 1l2 the / ~ / p p Y ~ / / / ~ /j / / '~`4~~a S;~~;j~ Checked:
desi n de th and mark it in the field. / / ~ S jV ~ 1~
/ / / / ~ ~ / I ,o / V ~ Approved: - .
N MallltCriatlCC Inspect temporary sediment traps at least weekly and after each significant (1l2 inch or F j/ / /j / p greater) rainfall event and repair immediately. Remove sediment, and restore the trap to its original /
/i *Scale:
cv A dimensions when the sediment has accumulated to one-half the design depth of the trap. Place the /j/ / ~ sediment that is removed in the desi noted die osal area and re lace the art of the ravel facin that is ~ ~ g P p P g g NOTE: d e` , Z ~ C; •d3C ~ p vl *use graphic scales if sheet size ' varies from 22 x 34 /q
o impaired by sediment. Check the structure for damage from erosion or piping. Periodically check the depth 1. ALL DISTURBED SLOPES SHALL BE "TRACKED". '•,mp®~~ Thomas J. Davis s'~''~;' 5,~.~ No. 2901 ~ ~G~ SHEET 79 OF 167
~ of the spillway to ensure it is a minimum of 1.5 feet below the low point of the embankment Immediately 2. A DOZER OR SIMILAR TRACKED EQUIPMENT SHALL RUN UP AND DOWN
fill an settlement of the embankment to sli htl above desi n rode. An ri r die laced from the THE SLOPE TO CREATE GROOVES PERPENDICULAR TO THE SLOPE. N Y g Y gg Yp~ p ~ ~Na S~.q~~~~
v spillway must be replaced immediately.After all sediment-producing areas have been permanently -5.05
stabilized; remove the structure and all unstable sediment. Smooth the area to blend with the adjoining 0 C
a areas, and stabilize properly. NOT TO SCALE
4 5 7