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Home My WebLink About20151239 Ver 2_Plans - COMBINED_20190415Q> O M X N N 6 r - CN O I 0 N 0, Z3 Q L N E i 6 0 VICINITY MAP (NOT TO SCALE) a 10 9ti s� �o oP P� IT �D F 9 e o �SO��' v� pARAMOVNT �O� � m KIT CREEK RD O P � OG a s i SAH D/ > w L1y y W A d O OKELLY 5 P S3 5 r� KK O � KP �_ GF SP M P ORRigD� �F CARPE TER RQ M 00 YLLE PKwv P � MORRIS �A � NR Z z �o U z Z s �HA � pF< i 5 C T01AN Of GARY NORTH CAROLINA 316 North Academy Street Cary, N.C. 27513 Tel: 919-469-4030 Fax: 919-460-4935 www.townofcary.org PARAMOUNT OUTFALL & PUMP STATION ELIMINATION Project No. SW 1191 Contact Information: dave.hallgren@townofcary.org 919-481-5095 INDEX OF SHEETS Sheet No. Description 1 COVER SHEET 2 GENERAL NOTES 3-6 PLAN & PROFILE 7-8 DETAIL SHEET Total Sheets 8 SITE DATA 12 inch DIP 3784 L.F. 8 inch DIP 229 L.F. REVISIONS Date Description Suvey for this project was completed by Town of Cary professional land surveyors. Coordinate control based on the following: Horizontal NAD 83 Vertical NAVD 88 Drawn by: Designed by: Date: C. Chen D. Hallgren 7/01/2015 Project Engineer: David Hallgren Signature me-lcq SEAL Internal Control Approval Authorizing Release By The Town of Cary, Director of Water Resources Water Resources Department (Check Indicating Type of Plan) Department Final Drawings (No Marking) Steve Brown Certification Optional: X Preliminary Drawings - Do Not Use For Construction Progress Drawing - Do Not Use For Construction Final Drawing - Not Released For Construction Signature Date SEAL Final Drawing - For Review Purposes Only Not a Certified Document as to the Original Document but ONLY as to the Revisions SHEET 1 i SHEET 4 T.O.M. PROJECT # 15-80000009 i Town of Morrisville '` ► y �� ' ,_ APPROVED FOR CONSTRUCTION PARAMOUNT PUMP STATIONOV �— -� Signature: Date: Town of Morrisville, Town Engineer Date/Initials Engi neeri ng: p AMOUNTpAwAY PI ing: ann Other (specify): , Ic �, 2 ��'F �- . Signature: Date: Town Ca Uti l i ti Water Sewer � �♦ of ry es, a nd / / �\ W 0 /R sk ♦ ♦ ♦ ♦ �_ \_ �, \- Engineering Inspection Services must be contacted (919) 463-6907 ata minimum 24 hours �,� ♦ ♦ \ „' M prior to the commencement of any construction activities. S ♦-_ ` 00 a FOR EM C Alar ' Z �� LEGEND: EX. 8" SEWER (TO BE ABANDON _ PROP. SEWER LINE EXIST. FORCEMAIN LIC1Ar � ♦ � � — — — — — — EXIST. SEWER LINE � KINK pLAC �' o �. ----' -- - EXIST. BUILDING �► BEGIN PROJECT -- _ 'y 1, w --- ----' ED 1 PROPERTY LINE �• �� h w � FLOW DIRECTION � `_ —'— DRIVE _ C/] 1 w; END PROJECT SCALE: 1 "=200' I C77 REVISIONS Date Description Suvey for this project was completed by Town of Cary professional land surveyors. Coordinate control based on the following: Horizontal NAD 83 Vertical NAVD 88 Drawn by: Designed by: Date: C. Chen D. Hallgren 7/01/2015 Project Engineer: David Hallgren Signature me-lcq SEAL Internal Control Approval Authorizing Release By The Town of Cary, Director of Water Resources Water Resources Department (Check Indicating Type of Plan) Department Final Drawings (No Marking) Steve Brown Certification Optional: X Preliminary Drawings - Do Not Use For Construction Progress Drawing - Do Not Use For Construction Final Drawing - Not Released For Construction Signature Date SEAL Final Drawing - For Review Purposes Only Not a Certified Document as to the Original Document but ONLY as to the Revisions SHEET 1 PROJECT ADMINISTRATION 1) THE CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL-TIME, ON-SITE SUPERINTENDENT FOR THIS PROJECT. THE PROJECT SUPERINTENDENT SHALL BE APPROVED BY THE TOWN BASED ON REFERENCES AND PRIOR PROJECTS WITH THE TOWN. THE PROJECT SUPERINTENDENT SHALL BE ON-SITE FOR ALL CONSTRUCTION -RELATED ACTIVITIES FROM CLEARING TO SITE RESTORATION. THE PROJECT SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT BY WRITTEN APPROVAL FROM THE OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ISSUING DOOR HANGERS AS SPECIFIED TO NOTIFY PROPERTY OWNERS DIRECTLY AFFECTED BY CONSTRUCTION OF IMPENDING WORK. THE CONTRACTOR WILL NOT BE ALLOWED TO DISTURB PROPERTY WITHOUT FIRST ISSUING THE PUBLIC NOTIFICATIONS AS SPECIFIED AT LEAST 3 -DAYS PRIOR TO CONSTRUCTION IN AN AREA. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL OF THE NECESSARY EQUIPMENT TO PERFORM THE CONTRACTED WORK. THERE WILL BE NO ADDITIONAL PAYMENTS FOR EQUIPMENT OR RENTAL EQUIPMENT THAT THE CONTRACTOR DOES NOT HAVE, SUCH AS TRENCH SHIELDS, BYPASS PUMPS, BACKHOES, DUMP TRUCKS, ETC. SEWER CONSTRUCTION 1) ALL SEWER LINES SHALL BE CONSTRUCTED AT THE LINES AND GRADES AS SHOWN ON THE PLANS. WITHIN REASONABLE LIMITS, ANY SEWER CONSTRUCTION NOT INSTALLED AT THE GRADES SHOWN ON THE PLANS SHALL BE SUBJECT TO REJECTION BY THE OWNER. 2) DUCTILE IRON PIPE APPROVED BY THE TOWN OF CARY IS REQUIRED FOR THE CONSTRUCTION OF ALL SEWER MAINS UNDER THIS PROJECT. 3) ALL SEWER MAIN CONSTRUCTION SHALL BE TESTED AS SPECIFIED INCLUDING VIDEO ASSESSMENT AND CLEANING. 4) THE CONTRACTOR SHALL BACKFILL AND COMPACT ALL TRENCHES WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE PREPARED TO REMOVE UNSUITABLE MATERIAL FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER IF THE ENGINEER DETERMINES THE NATIVE BACKFILL MATERIALS ARE UNSUITABLE. 5) THE CONTRACTOR SHALL IMPLEMENT TRENCH PROTECTION METHODS ACCEPTABLE TO THE ENGINEERING INSPECTOR AND OSHA WHEN THE TRENCH DEPTH EXCEEDS 4 -FT AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT EXTEND TRENCH WIDTH BEYOND THE EASEMENT BOUNDARY. MANHOLE CONSTRUCTION 1 ALL MANHOLE EXTERIOR JOINTS SHALL BE WRAPPED WITH AN APPROVED SEALING PRODUCT SUCH AS INFI-SHIELD SEAL WRAP OR AN APPROVED EQUIVALENT PRODUCT. 2) THE EXTERIOR OF ALL MANHOLES CONSTRUCTED INSIDE THE 100 -YR FLOOD PLAIN SHALL RECEIVE AN EXTERIOR COATING OF AN APPROVED BITUMASTIC COAT FOR EPDXY OR AN APPROVED EPDXY COATING AT 40 -MILS. 3) ALL MANHOLE CONNECTIONS FOR VENTS, EXISTING MANHOLES, ETC., SHALL BE CORED WITH A CONCRETE CORING MACHINE. SITE RESTORATION 1) THE CONTRACTOR SHALL SEED, MULCH, FERTILIZE, LIME AND TACK ALL DISTURBED AREAS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2) ALL CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3) ALL STREETS WITH MUD AND DIRT DEPOSITED BY THE CONTRACTORS EQUIPMENT SHALL BE CLEANED REGULARLY OR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY PRIVATE FENCING OR LANDSCAPE STRUCTURES DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. GENERAL NOTES 1) EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. SHOULD ADJUSTMENTS OF PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE SUCH ADJUSTMENTS WITH THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL REGULATORY AGREEMENTS AND PERMITS THAT HAVE BEEN ACQUIRED BY THE OWNER. FAILURE TO COMPLY SHALL SERVE AS A BASIS TO ISSUE FINES BY THE CONTROLLING LEGAL AUTHORITY. PAYMENT OF THESE FINES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING CONSTRUCTION STAKING BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF NC. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES BEFORE BEGINNING CONSTRUCTION BY STAKING THE PROJECT. CONSTRUCTION WORK SHALL NOT OCCUR WITHOUT ADEQUATE STAKING. 4) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE TOWN OF CARY'S "STANDARD SPECIFICATIONS AND DETAILS" AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES", UNLESS OTHERWISE STATED BY THE PLANS. 5) THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION OPERATIONS WITHIN THE RIGHT-OF-WAY, EASEMENTS, OR CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR ANY ENCROACHMENT ONTO PRIVATE PROPERTY OR ENVIRONMENTAL BUFFERS REGULATED BY THE STATE. THE TOWN OF CARY SHALL NOT BE RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR AND PRIVATE PROPERTY OWNERS. 6) ALL MONUMENTATION DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY PROPERTY IRONS THAT ARE RELOCATED DURING THE PROPOSED WORK SHALL BE SET FOLLOWING CONSTRUCTION BY A PROFESSIONAL LAND SURVEYOR. NO DIRECT PAYMENT WILL BE MADE FOR SUCH RELOCATIONS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING STREET SIGNS, STORM DRAINAGE PIPES AND OTHER RELATED ITEMS DISTURBED DURING CONSTRUCTION. ALL ITEMS SHALL BE REPLACED IN THEIR ORIGINAL LOCATION AND CONDITION. NO DIRECT PAYMENT SHALL BE MADE FOR SUCH RELOCATIONS. 8) EXCAVATED OR CONSTRUCTION MATERIAL SHALL NOT BE STORED ON PAVED AREAS. EXCAVATED MATERIALS SHALL BE STOCKPILED AWAY FROM THE ROADWAY. NO MATERIALS SHALL BE STOCKPILED INSIDE THE NCDOT RIGHT-OF-WAY. 9) IN CASES WHERE EXCAVATED OR CONSTRUCTION MATERIALS MUST BE STOCKPILED, THEY SHALL BE RELOCATED WITHIN 5 CONSECUTIVE CALENDAR DAYS OF PLACEMENT. 10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING PAVEMENT DAMAGED BY CONSTRUCTION EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. 11) UTILITY SERVICE DISRUPTIONS ARE NOT ALLOWED FOR THIS PROJECT. 12) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING TOWN OF CARY UTILITIES, INCLUDING WATER, SEWER AND STORM DRAINAGE INFRASTRUCTURE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE TOWN INSPECTOR AND THE TOWN OF CARY PUBLIC WORKS DEPARTMENT. THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR THE COMPLETE RESTORATION OF THE DAMAGED UTILITIES INCLUDING TEMPORARY REPAIRS MADE BY THE CONTRACTOR OR THE PUBLIC WORKS DEPARTMENT. 13) SHOULD CONTRACTOR DAMAGE ANY EXISTING UTILITIES OWNED BY OUTSIDE UTILITY PROVIDERS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE UTILITY OWNERS AND SCHEDULE REPAIRS. THE TOWN OF CARY SHALL NOT BE RESPONSIBLE FOR THE UTILITY DAMAGE CAUSED BY THE CONTRACTOR. 14) THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR MAINTAINING SITE SAFETY AND ENFORCING ALL APPLICABLE FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS. 15) TRAFFIC CONTROL MEASURES SHALL BE PROVIDED BY THE CONTRACTOR AS OUTLINED IN THE NCDOT, "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE CONTRACT DOCUMENTS. 16) THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR FINAL SITE CLEANUP AND SITE REHABILITATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING SITE DRAINAGE THAT EXISTED PRIOR TO CONSTRUCTION. 17) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCESSING THE SITE AS SPECIFIED. THE CONTRACTOR SHALL NOT ASSUME THAT DRAINAGE EASEMENTS WILL BE ALLOWED AS ACCESS POINTS TO THE SITE. 18) THE CONTRACTOR SHALL NOT BE ALLOWED TO BLOCK STREETS WITH UNATTENDED VEHICLES OR STOCKPILED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING UNDERUTILIZED OR UNUSED EQUIPMENT AWAY FROM THE SITE. 19) THE CONTRACTOR SHALL INSTALL ALL SILT FENCE AND EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. DURING THE CONSTRUCTION WORK, IF ADDITIONAL EROSION CONTROL MEASURES, SUCH AS SILT FENCE, ARE NECESSARY THE CONTRACTOR SHALL INSTALL THEM AS DIRECTED BY THE ENGINEER. EROSION CONTROL LEGEND CONSTRUCTION DENUDE AREA LEGEND b PERIMETER DIKES, SWALES, DITCHES AND SLOPES EXIST. WATER HYDRANT NONE HIGH QUALITY WATER (HQW) ZONES PROPOSED AIR RELEASE VALVE N - C - F - PROPOSED WATER VALVE IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. & CLEARING EXIST. WATER VALVE Ka y ALL OTHER AREAS WITH SLOPES FLATTER THAN 4.1 EXIST. GAS VALVE 0 STD. CONSTRUCTION ENTRANCE PROPOSED SANITARY SEWER MANHOLE S SF EXIST. SANITARY SEWER MANHOLE ***TALL FESCUE AND DWG. 04000.01) EXIST. FIRE HYDRANT DWG. 04000.0 ***SORGHUM -SUDAN HYBRIDS PROPOSED FIRE HYDRANT --440-- ROCK INLET SEDIMENT TRAP, TYPE 'B' EXIST. LIGHT POLE 0 AND TALL FESCUE SILT FENCE OUTLET NOV 1 - MAR 1 (TOWN OF CARY STD. DETAIL CHECK DAM MATTING AREA SHOULDERS, SIDE DITCHES, SLOPES (FOR SLOPES 3:1 AND FLATTER) INLET PROTECTOR TYPE PLANTING RATE EXIST. ELECTRIC BOX ® 300 LBS./ACRE BORING LOCATION X X WIRE FENCE SF 300 LBS./ACRE SILT FENCE TPF irr 25 LBSJACRE TREE PROTECTION FENCE R R- EXIST. PROPERTY LINE R/w -- R/w- EXIST. RIGHT OF WAY W w - EXIST. WATER LINE ss ss- EXIST. SANITARY SEWER LINE GAS GAS- EXIST. GAS LINE FO FO - EXIST. FIBER OPTIC LINE F F - EXIST. ELECTRICAL LINE J TREE LINE EXIST. STORM SEWER LINE m m m m m m CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE ® EROSION CONTROL MATTING - NORTH AMERICAN GREEN SC250 OR APPROVED EQ. TREE PLANT TREE PLANT TREE PLANT EROSION CONTROL LEGEND CONSTRUCTION DENUDE AREA STABILIZATION INLET PROTECTOR PERIMETER DIKES, SWALES, DITCHES AND SLOPES CONSTRUCTION LIMIT NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS INCLUDES GRADING, GRUBBING - C - F - CHECK DAM IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. & CLEARING 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. y ALL OTHER AREAS WITH SLOPES FLATTER THAN 4.1 TEMPORARY SILT FENCE NONE, EXCEPT FOR PERIMETER AND HQW ZONES. STD. CONSTRUCTION ENTRANCE ADD HULLED COMMON (TOWN OF CARY STD. DETAIL SF (TOWN OF CARY STD. DETAIL ***TALL FESCUE AND DWG. 04000.01) ***BROWNTOP MILLET OR DWG. 04000.0 ***SORGHUM -SUDAN HYBRIDS EXISTING TOPO CONTOURS --440-- ROCK INLET SEDIMENT TRAP, TYPE 'B' 70 LBS./ACRE TREE PROTECTION FENCE AND TALL FESCUE EROSION CONTROL NOV 1 - MAR 1 (TOWN OF CARY STD. DETAIL -TPF 1- MATTING AREA SHOULDERS, SIDE DITCHES, SLOPES (FOR SLOPES 3:1 AND FLATTER) DWG. 04000.025 TYPE PLANTING RATE AUG 15 - NOV 1 NPDES GENERAL STORM WATER PERMIT SOIL STABILIZATION TIMEFRAMES SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3.1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3.1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. y ALL OTHER AREAS WITH SLOPES FLATTER THAN 4.1 14 DAYS NONE, EXCEPT FOR PERIMETER AND HQW ZONES. EROSION CONTROL GENERAL NOTES 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES, PRACTICES AND PROCEDURES MUST MEET THE MINIMUM REQUIREMENTS OUTLINED IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 AND ASSOCIATED RULES AS AMENDED. 2. CONTRACTOR SHALL INSURE THAT ADEQUATE STORAGE AREA AND MAINTENANCE ACCESSES ARE PROVIDED FOR PROPOSED SILT FENCES. SILT FENCE SHALL BE INSTALLED A MINIMUM DISTANCE OF 10 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE OR AS DIRECTED BY THE ENGINEER. 3. INLET PROTECTION (IP) SHALL CONFORM TO NCDOT DETAIL 1632.03 & TOWN OF CARY DETAIL 04000.14, AND 04000.19 OR OTHER APPROVED DEVICES. 4. STOCKPILING OF MATERIALS SHALL BE PROVIDED OFFSITE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A 0.10 ACRE SITE FOR STOCKPILING AND BORROW MATERIAL CONTRACTOR SHALL PROTECT SITE BY PROVIDING NECESSARY EROSION CONTROL DEVICES INCLUDING SILT FENCE, SILT FENCE OUTLETS AND PROVIDING NECESSARY SEEDING AND MULCHING AS REQUIRED BY TOWN OF CARY STANDARDS, TO PERMANENTLY STABILIZE SITE. 5. ANY BORROW OR WASTE SITE USED IN CONJUNCTION WITH THIS PROJECT SHOULD CONFORM TO THE STATE MINING ACT. 6. THERE WILL BE NO STREAM CROSSINGS ASSOCIATED WITH THIS PROJECT AS ACCESS IS ADEQUATE TO EITHER SIDE OF STREAM. 7. CONTRACTOR WILL BE RESPONSIBLE FOR THE NCDENR SELF INSPECTION REPORTING FOR LAND DISTURBING ACTIVITIES. 8. TEMPORARY MULCHING SHALL OCCUR EVERY THREE 3 CALENDAR DAYS OR 400 FEET OF DENUDED LENGTH OF SIDEWALK INSTALLATION, WHICHEVER OCCUR FIRST. REFER TO SECTION 21000 FOR BASIS OF PAYMENT FOR TEMPORARY MULCHING IN THE CONTRACT. TEMPORARY AND PERMANENT NON -LAWN SEEDBED PREPARATION (ACCORDING TO SECTION 16000 OF THE PROJECT MANUAL.) 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 2 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 5 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER. APPLY AGRICULTURAL LIME AT A RATE OF 95 LB/1000 SQ. FEET. 5-10-10 FERTILIZER SHALL BE APPLIED AT A RATE OF 21 LB/1000 SQ. FEET. 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONBLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. MULCH SHALL CONSIST OF A SMALL GRAIN STRAW APPLIED AT A RATE OF 95 LB/1000 SQ. FEET. MULCHED AREAS SHALL BE TACKED WITH ASPHALT AT A RATE OF 150 TO 200 GALLONS PER TON OF STRAW. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN THE PLANTING SEASON, IF POSSIBLE. BARE AREAS GREATER THAN ONE (1) SQUARE FOOT SHALL BE REESTABLISHED USING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. CONSULT ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. TEMPORARY AND PERMANENT NON -LAWN SEEDING SCHEDULE (ACCORDING TO SECTION 16000 OF THE PROJECT MANUAL) DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. CONTRACTOR SHALL MOW ALL AREAS AS DIRECTED BY THE ENGINEER OR INSPECTOR AT NO ADDITIONAL COST TO THE OWNER. TABLE 1 SHOULDERS, SIDE DITCHES, SLOPES (FOR SLOPES BETWEEN 2:1 AND 3:1) DATE TYPE PLANTING RATE MAR 1 - JUNE 1 SERICIA LESPEDEZA (SCARIFIED) 50 LBSJACRE AND Mar 1 - Apr 15 ADD TALL FESCUE 120 LBSJACRE OR MAR 1 - JUNE 30 ADD WEEPING LOVEGRASS 10 LBSJACRE OR MAR 1 - JUNE 30 ADD HULLED COMMON 25 LBSJACRE BERMUDAGRASS JUNE 1 -SEPT 1 ***TALL FESCUE AND 120 LBSJACRE ***BROWNTOP MILLET OR 35 LBSJACRE ***SORGHUM -SUDAN HYBRIDS 30 LBSJACRE SEPT 1 - MAR 1 SERICEA LESPEDEZA 70 LBS./ACRE (UNHULLED/UNSCARIFIED) AND TALL FESCUE 120 LBSJACRE NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBSJACRE TABLE 2 SHOULDERS, SIDE DITCHES, SLOPES (FOR SLOPES 3:1 AND FLATTER) DATE TYPE PLANTING RATE AUG 15 - NOV 1 ALL FESCUE 300 LBS./ACRE NOV 1 -MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS./ACRE MAR 1 - APR 15 TALL FESCUE 300 LBS./ACRE APR 15 - JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBSJACRE JULY 15 - AUG 15 TALL FESCUE AND ***BROWNTOP MILLE OR ***SORGHUM -SUDAN HYBRIDS 35 LBSJACRE ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING TO KEEP FESCUE FROM BEING SHADED OUT. PERMANENT LAWN SEEDBED PREPARATION (ACCORDING TO SECTION 16000 OF THE PROJECT MANUAL) 1. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF OR OTHER VEGETATION IS MIXED WITH THE SOIL TO BE REUSED, THE CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVING IT OR INCORPORATING IT INTO THE SOIL DURING PREPARATION. 2. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF AGED GROUND PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE REPAIRED. 3. FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUAREFEET. 75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS: 40 POUNDS OF 5-10-10; 20 POUNDS OF 10-20-20; OR 20 POUNDS OF 8-8-8 OR 10-10-10 IN COMBINATION WITH 4 POUNDS OF 0-46-0. CENTIPEDEGRASS PREFERS ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND MAY NOT REQUIRE THE ADDITION OF LIME AND PHOSPHORUS. 4. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6 INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND CULTIVATE TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM LOOSELY TEXTURED SOIL OF MINIMUM 6 -INCH DEPTH. 5. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS EVEN BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS AND HOLLOWS. FOR AREAS LARGER THAN 100 SQ. FT. ALLOW RAIN OR IRRIGATE TO SETTLE THE SOIL. IN SOME SITUATIONS, THE ENGINEER MAY REQUIRE ROLLING OR CULTIPACKING TO FIRM THE SOIL BEFORE SEEDING. HAND RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE SEEDING OR PLANTING. 6. SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3. 7. THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED PROPOSAL, OR AS DESIGNATED BY THE ENGINEER. 8. SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM OF 95�o. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER -CROP SEED OR DEBRIS. SEED SHALL BE FREE OF NOXIOUS WEED SEED. 9. SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD HEALTH AND VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS, ADVERSE TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS. SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS OF CONDITION. 10. THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS, OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL PROPERTY AND SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S PROGRESS. 11. SOW THE SEED ON FRESHLY PREPARED SOIL ENSURE UNIFORM COVERAGE BY USING A CENTRIFUGAL (ROTARY) OR DROP -TYPE SPREADER. AREAS LARGER THAN 100 SQ. FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE APPROPRIATE PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER 15 FT. WIDTH, APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO THE FIRST DIRECTION. 12. APPLY A STARTER -TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10 POUNDS OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET AT THE TIME OF SEEDING. 13. LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR CHAIN-LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE AND PROVIDE GOOD SEED -TO -SOIL CONTACT. 14. MULCH GRASS SEED WITH WEED -FREE SMALL GRAIN STRAW OR HAY. USE 95 LBS./1000 SQ. FT. FOR WARM -SEASON GRASSES AND 95 LBS./1000 SQ. FT. FOR COOL -SEASON GRASSES. STABILIZE SMALL AREAS OF MULCH BY ROLLING, WATERING OR TACKING WITH ASPHALT TACKING SPRAY. TWINE NETTING CAN BE USED IF WIND DISPLACEMENT IS A PROBLEM. IF APPLIED EVENLY AND LIGHTLY, THESE MATERIALS NEED NOT BE REMOVED. LARGER AREAS SHALL BE STABILIZED BY ASPHALT TACKING SPRAY OR TWINE NETTING. PERMANENT LAWN SEEDING SCHEDULE TABLE 3 LAWN SEEDING (COOL- AND WARM -SEASON GRASSES) DRAWN TYPICAL PLANTING RATE/1,000 SQ. FT. Z W I HOR: NTS SPACE SPRIGGING LAWN GRASS PLANTING DATES (1) SEEDS (2) PLANTING (4) �a az (3) LL, P MARCH 1 TO OCT. 15 Z M TALL FESCUE (AUG. 15 TO OCT. 1 6 - - p OPTIMUM) Poo z W TALL FESCUE/ANNUAL �0a (WINTER) RYE OCT. 15 TO MARCH 1 6 FESCUE 1 RYE BERM UDAGRASS(SEED) APR. 1 TO AUG. 15 1 T02 - - BERMUDAGRASS L O (VEGETATIVE) APR. 15 TO AUG. 30 - 54 5 CENTIPEDEGRASS MARCH TO JULY 0.25 TO 0.50 54 - ZOYSIAGRASS APRIL TO JULY - 54 5 ST. AUGUSTINEGRASS APR. TO JULY - 54 - NOTES: 1. SOD CONSISTING OF COOL -SEASON GRASSES CAN BE INSTALLED ANYTIME THE GROUND IS NOT FROZEN. SOD CONSISTING OF WARM - SEASON GRASSES CAN BE INSTALLED AS LONG AS SOIL TEMPERATURE EXCEEDS 55' F. (TYPICALLY APRIL 15 TO OCT. 1) 2. POUNDS OF SEED PER 1,000 SQ. FT. 3. SQUARE YARDS OF TURF CUT INTO 2 -INCH CENTERS TO PLANT 1,000 SQ. FT. 4. BUSHELS OF SPRIGS PER 1,000 SQ. FT. (1 SQ. YD. 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I ' PIN 0746-02-87-9929 a3 PROVIDE 4 -FT DIAMETER e cR 5200 PARAMOUNT PKWY c' , / " EXISTING MH(W6) NOTES: # Na NAD DOGHOUSE MANHOLE W/ �oGFFF� -,DB 08917 PG 1675��_ 2) PROVIDE 8 SEWER PLUG - 1 EA " DUKE REALTY LTD PTNRP / N F r__'= �`- BM 2012 PG 00774 -- PROVIDE �� \ / 8 SEWER PLUGS FOR 5180 PARAMOUNT PKWY UPON TOWN OF CARY TYPE 2A RING &COVER, _--- F Com__ __ _ __,_�� UPON TOWN OF CARY APPROVED / NORTHERN AND SOUTHERNI MORRIswLLE, NC 27560-8464 PROVIDE 115 L.F. OF BORE /& JACK / / DB 08100 PG 1431 APPROVED COMPLETION o -:\'� <`�� ` \' /c\1 COMPLETION OF SEWER OUTFALL. I''., INVERTS - 2 EA.I BM 2000 PG 1386 OF THE PARAMOUNT �F�F� -�--i ly`�\`� \ \ - ��;; �,� i��` Ijjl\ - 20 INCH STEEL ENCASEMEIIIT,PIPE-/ � ABANDON SEWER MAI N,i i! , Ex. 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G , \;' / AERIAL CROSSING ' / / �� — — — — — — — — — — — _ . \ \ \ -- M - --� ,I\I-� REE .f I , �� j/ �i ,ll - / �� / \�� OQ _/ 0 /,;' / \ \\\ , �� ` `� 2 \ ` ` �` `\ 6C` \ �\G� \ I \ `✓ ,' �/✓< 1 LS ' / Si`-��` ` `� �0 `\ ♦ \ \ n; \S' Z 4- \ _ \ I /,✓/ /. /" /j 1 ) �\ ✓/� — — — — — —/ _ — — — — — ___ _ \ l ♦ \ \ \-__'♦, ` \�------ Z 20' TOWN OF CARY / S F E S yes \ �— �� _ \ ` ` \ - _ I 1 \ 1 � EES O y P / \ f%,NOW OR FORMERLY �� -_` � ,i' \ � \ `?2S i `� ♦„'S` _♦ _� \ I / i�.f� / PIPELINE &UTILITY EASEMENT Q� LR r1� 0' \ j PIN# 0746-02-98-7068 /� ;\— \ ✓ \ \ ~ �` II I �1 \ !� _ \ i ,/"h-= �/ l BM 2009 PG 708-710 ✓ Ok ( v 6 , ____ - / - ! _ � � � � � gy �0 � �I\ TIME WARNER CABLE SOUTHEAST LLC''- W J ��.A 11 ! 1 1 \ , yii-T`r�_/�` / 'y. �E PG ,C= ' _ %3 f ✓' 4200 PARAMOUNT PKWY — — = ! — — _ \\ — — — — — �♦,, �\ W P� -- �x,WgCC ' ��MORRISVILLE, NC 27560-64401-\ ��-v' �� _ — — —�� \\— — — — — — —•� `� � �\ F�;%< \ \ �\`'- A'Qp \-�♦�` \`\ z - b- 1 1 1 \ /// A / /I / ✓.0�, i / .� �,:�✓/ 'DB 14970 PG 1801 �� — — A — — — �� v ` A V `' �° `�v > -MH06 STA. 19+58•4r, - BM 2008 Pc 116 — — �� — — — — — _ v v •, SF ♦, J BM 2009 PG 708-710- I PROVIDE 4 -FT DIAMETER ek s '� — — — — 'vvvv v— — — — — — — T �'`� -` �` `` v vv v ♦ i?' , ",'♦ I ,w' MANHOLE WITH TYPE 2A SAM /ss RM — — — — v — — — — — — — — `�` - ``��`� v v `v "`- ° / ♦,, I U - 1.1 > r' �> ' / ” 20 9Q 1'0 1 /' � ' \ 1 \ ` 1 /r/ � � \ ).G � / RING &COVER AND 8 Qs c eR -�, \__- ., Q j I " X1 1 \ ►� 1 �\\ < // / �'� ,✓ ✓/' ' % OUTSIDE DROP & MH VENT PG >�S� eMP f — — \\ \\ — — '�/ — — — — �`\` \I \ 11 1\ \ \ `' �\ \ \ \� Q ` �� 11� Q gSfMFN — — AA\\ \ — — '— — — — '__ yam_ �� `\ >`�V 11 A 1V A `\ \\ ♦''�1 V ` `� W l v \ ) i i\ 11 - / EXISTING MH(W4) NOTES: '_T �� '�.,�— — - =f _ - =,-� 1 \ \ \ �\ \\ \� 1 \\ \ i , ♦ \ INSTALL 8 -INCH DUCTILE IRON CAP \ \ \\ \\�. , i \ \ i 1 _ \ \_� _ _ \ \ \ W / / 1 1 y 1 \ / ON EXIST. SEWER UPON TOWN OF '� \ — — _ — �'_ _ \ \ \ \ \ 111 \ \ ♦, LLJ vl � 1 \�� 1 I / y1V � � / 7 [ i� /'� � /' " �_ A a _ ��_ _ �� `�` 1 I I 111A \ \ V I ♦ A v �_ LLJ U) v I �;,--) , /'� % _ cp � � CARY APPROVED COMPLETION OF 1) PROVIDE 8 CORED CONNECTION - 1 EA v ��1 — — _ — _ /_T X11 I I I ';11 11 vv I v v _ I v (n v y/ / v >l i r SEWER OUTFALL AND ABANDONMENT `v PROVIDE BRIDGE MAT _ ` i �r� / - i�/ T / /'>; ar%' OF THE AERIAL CROSSING - 1 EA 2) PROVIDE 8 SEWER PLUG - 1 EA x ,��v vv TEMPORARY STREAM CROSSING kl / �� , / / , � ,' �' UPON TOWN OF CARY APPROVED ` n \ COMPLETION OF SEWER OUTFALL ! PER DETAIL 4000.11 \ 1) _ ,_____ 1 / / IN 315.963 --- i "�/ R--- --! \\\ ' i � ,� r, ,.- TE: FIELD VERIFY INVERT ELEVATION - �-\---___'Z/_;' EX. 30' TOWN OF CARYPRIOR TO CONSTRUCTION. PIPELINE &UTILITY EASEMENT BM 2009 PG 708-7101 TOW , OF CARY " 1♦ f , G/ i�� -w �r _y/ EX. 40' N I ! / / /� j f Lp�j 2p F WN PIPELINE & UTILITY EASEMEN, / CB 08 ( OF PG TT/C/ Cq / • I I `It I / 4' BM 2009 PG 708-7101 JL --- l ,' _ ii � 6 / , / �JQ / -f�7, i/ "A 00 �,' P-MH05 'STA. 17+76.08 uxc%v , ,F_,-}''d��` PROVIDE 4 -FT DIAMETER MANHOLE WITH TYPE 2A 1; RING & COVER,///,,/ 330 P-MH04 (4' DIA.) STA. 16+40.40 RIM=314.60'± (AT GRADE) 12" INV. IN=305.58' 12" INV. OUT=305.38' 8" INV. IN=305.91' 320 \ \ \ �EX. 6" FORCE MAIN STA. 15+70 (ABANDON) 310 SDR 35 300 E-MH(W4) RIM=321.863' INV.=315.963' P—MH05 (4' DIA.) STA. 17+76.08 RIM=313.04'± (AT GRADE) 12" INV. IN=304.98' 12" INV. OUT=304.78' -------------- iN �— — \ 1 -PROPOSED 8" PVC, SDR 35 (SEE SHEET 3) � 12" MIN. SEPARATION 3 PROVIDE CONCRETE ENCASEMENT -10 C.Y. PER DETAIL 7000.14 136'-12" DIP, CL350 182'-12" PVC, SDR PR401 ® 0.29% 00.29% 57'-8" DIP, CL350 —/ PR401 ® 10.00% P-MH06 (4' DIA.) STA. 19+58.41 RIM=313.49'± (AT GRADE) 8" INV. IN=310.27' (OUTSIDE DROP) 12" INV. IN=304.26' 12" INV. OUT=304.06' EROSION CONTROL LEGEND DONS7IINJIM0N DEMAE AREA STAR A710N KET PR07EUM pl II{ 4mm4 N OLEARIN ORlIS9E10 —C—F— 0111M DAY 7 DAYS (70MN OF CARY 57D. DETAIL bMp. 0400M 1 SF TOWN OF CARY STD. DETAIL 01000. IF SLOPES ARE 10' OR LESS N LE M ANO ARE NOT STEEPER 7NAN t1. 14 DAYS ARE ALLOWED EXISM 7WCON7011R3 --"0-- LET mRAPw. m 9EDEENT T. TYPE 'S' C=.- ALL OTHER AREAS IM SLOPES RATER 'MM *1 D�ETAL r— �OL gFOPWIM 1000. —TPF MA17N0 AREA NPDES GENERAL STORM WATER PERMIT SOIL STABILIZATION TIMEFRAMES 911E AREA DESCRIPTION STAR A710N 7NEFRAE EXCEPnM PEIMMER MES, 50= WOW AND SLOPES 7 DAYS NONE NON W&W w7ER N"zom 7 DAYS NONE SLOPES STEEPER 1NAN 3e1 7 DAYS IF SLOPES ARE 10' OR LESS N LE M ANO ARE NOT STEEPER 7NAN t1. 14 DAYS ARE ALLOWED � SLOPES 30 OR PLATTER 14 DAYS 7 DAYS FOR SLOPES OREAIER 7NAN 90' N LENONL C=.- ALL OTHER AREAS IM SLOPES RATER 'MM *1 14 DAYS NONE, EXCEPT FOR PEI IER AND NOW ZONES. T.O.M. PROJECT # 15- PROFILE HOR. 1"=40' Town of Morrisville VER. 1"=4' APPROVED FOR CONSTRUCTION Signature: Date: Town of Morrisville, Town Engineer Date/Initials 100 -YEAR FLOODPLAIN - 318' 400'-12" PVC, SDR 35 00.29% P-MH07 (4' DIA.) STA. 23+58.41 RIM=308.86'± (AT GRADE) 12" INV. IN=302.90' 12" INV. OUT=302.70' Engi neeri ng: P-MHO8 (4' DIA.) I Planning: STA. 25+58.56 Other (specify): RIM=311.18' ±(AT GRADE) 12" INV. IN=302.11' 12" INV. OUT=301.91' Signature: Date: Town of Cary Utilities, Water and Sewer Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours prior to the commencement of any construction activities. 200'-12" PVC, SDR 00.29% EX. 15" RCP / / STORM DRAIN INV.= 309.165' 31 r� II 293'-12" PVC, SDR35 00.29% n O N OO t h r. M 00 C4 M oD O O N O n m m O 0)CA OD N C M 4 W 4 SLD SLD CV M L3 C M r r M C3 r M M M M M 17 M 17 M M M M M M M 17 M 17 M M M M M 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 SIGNATURE REVISIONS PROJ.# SW1191 DESIGN BY: HALLGREN DRAWN BY: CCC DATE: 7/01 2015 SCALE HOR: 1 "=40' SCALE VER: 1"=4' SHEET NO. 4 • ` � / /�'' �' '' '' 1 ' � C _� \V III - ---------------- STA. 00 P-MH10 STA. 31+45.20 PROVIDE SILT PROVIDE 4 -FT DIAMETER / FENCE OUTLET NOW OR FORMERLY / I PIN# 0756-01-07-3929 - 1 EAI �- I MANHOLE WITH TYPE 2Ah . / PROVIDE 4 -FT DIAMETER _ / / �� / / ' DUKE REALTY LTD PTNRT �' /--_ -- ' I RING & COVER, � / / � / � ` `---\000 V A I I I I MANHOLE WITH TYPE 2A 0 PARAMOUNT PARKWAY DETAN-04000.23�' //1/ !/ / hR \ I I I I EOB RING & COVER MORRISVILLE, NC 27560 --- -____ DB RISVI Pc 2656 PROVIDE SILT FROM STA. 31+00 TO STA. 37+00 .',','/ _ i I PNW 07s60ROMER�Y1499 ` BM 1998 PG 1232 RESTORE WITH EXCELSIOR MATTING ''' ' - '" `�/ / ' / I I 1 . �' - ��---- ' - II I . �' -------- BM v I / / / �/ . I I I / RIPARIAN_ BM 2008 PG 116 FENCE OUTLET i / / //--+-��- _ ; \ \ / ----- / -Ji '\ I 11 DUKE REALTY LTD PTNRP / --/'/' �_ \\ /' /' / // /� ' \\ I I 1 I I I I 0 MARCOM DR - _ - // MORRISVILLE, NC 27560 2014 PG 317 � /' I / - - _ _ DETAIL 04000.231 - --_;>� r / v / , / \ I I I I I I I I - - --- _ ZO-- -- v // ESB - ------L v /yii vv�� / �/� /'�/' - R „1��V�EI� / / //-- -- �v I I I I I I I BM 2001 PG 916 N \\ ,!' _ ,1 I DB 12411 PG 2656 0ft ' as. _ __ E ' ,_ `-_--_ -- - _____�� / / / \\� , • :/ '• \ „� �J,I\ / ✓ / / RO// g/ � 5 / /' I I I I I RIPARIAN /�� /A\ v�� / 1 1 11 1 11 / / / ♦ / /' __-� ►yr-- - -----rr-_____ __ ` _ ��/ / / /' 'Qs �O / , iI / 11 \� +00 P j / / 1\ 1\ I\ EXIST. 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OF BORE &JACK + PIPELIN N � � \ �"" / / � — - / `. \ � I -_ •� / /' / 1 ♦a, \ 1 1 \ \\ ` ` ` \ \\\ 24 -INCH STEEL ENCASEMENT PIPE 0 1 / ---- OVIDE SILT_ �- its lur __ • ♦I I \ \ \ \ \ FENCEAUTtET - X009 Pc EASEMENT - - - - -_-- 0 / C- - - - - - °-_ \ \ /� \ \\ I L �__--- - /♦ 1 f� I i �� \ \ `\ \ \ \ \ ` WITH MINIMUM 0.25 -INCH WALL k�i _-_ ��`' / // / - - p�_UPE_ _ \ I \ ` -- '--- - -_-- ' ' �►, i y-- ---'I I \ \ ` \ ` \ \\\ THICKNESS (LOCATION GUARANTEED) DETAIL 040D9:�3 _ _-- ---- --- 0 - �•� /, /,-/�/ / // /� PROp03Ei� '` _ \\, i i� �\\�� \_I_-_-_-_-' ---_-____--- P-WiHF2 �TA�3'/+1�,5� �.'/ �,' ♦/�� / ♦ ` `\\\ `\\\\\\\ `\\\\\ SEE STD. DETAIL 05000.02 Q (n i /��\\ ----- i / --\--___ _ _ _,,... _ - ---- ----- 4+ \\ \\_ ---, / �'i E// ��,�,, �,' --- - �.�/� / - I ! ------ --_- PROVIDE 4 -FT DIAMETER i ill III ♦� `\\\ \ `\ \ \ \\ `\`\`\ (n � - \\\\------------__----__..MANHOLE WITH TYPE 2B,-` RING & COVERT vvv vv� - - ��/ , / l_ A \ \ V♦V A V A V A V A _ ---- / (_ I - i- - -� �--_-�__� ------- ��vv v V / / 1 / / / / i /� gg--�� - /� /-- `�.�----------- // / y' y' ♦. 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SLOPES 30 OR FLATTER 14 4VS 7 DAYS FOR SLOPES GRFA7ER 7HAN SO' N LENGTH. C, ALL 01FIIR AREAS VIM STAPES FLA7IER THAN 41 14 DA NONE, EXCEPT FOR PERINMER AND HOW ZONES. \ x EROSION/ CONTRQL_L€GE1413 CONS1R11C710N DENUDE AREA I NET PR wrm 1 1 GRADING. — F — DAY 1 [TONIN OP CARP SID. DETAL bMID. 0 000.01 SF gryCHECK MI (TOYl1 OF CARY SID. DETAL DYMD. 040OM / MOSS 0 TCPO CONTOURS --440-- ROCK �T SEI 7W. TAPE 1E' (7DY E P DETNL bWG —�F�— EROSION CONTROL YATTNGAREA ® / / I I , // /// /// v_v_v vvvv_v _vvv'/ �-_-vv-------�''_- V ♦� �� ♦A v V v \ V v vvv �� v� LyJ (n --__ v\_ /----------- w WELL ' /----------v \ \ \ 1 \ \ QIP \\\ \\\ \ EIP /------------ M I I // � /'\ NOW OR FO�ERLY O I �IN# 0756-01,-07-3596 \ � \\ O'.o O- / M-ARCOM, JESSIZ, W \ _ 12$ MARCOM DR \ MORkISVILLE, NC \27560-95 2 ___j _I-1_ l DB 008BM 20d9V2 PG 02Q5 1 1 / % / A\ \\, J 1 1 I i �`� .'// BM 2004, PG 1205PC 916\\ \V AV V---11 / 1 / l� 4L FA 330 SW1191 DESIGN BY: HALLGREN DRAWN BY: CCC DATE: 7/01 /2015 SCALE HOR: 1 "=40' SCALE VER: 1"=4' \ 330 P—MH12 (4' DIA.) STA. 37+11.50 •.. v \ PROFILE RIM=325.00'± (1' ABOVE GRADE) , \ P-MH09 (4' DIA.) HCR. 1"=40' 9 STA. 28+51.29 12" INV. OUT 97?77' RIM=311.73' ± (AT GRADE) VER. 1"=4' 12” INV. IN=301.07' P-MH10 (4' DIA.) P-MH11 (4' DIA.)/ 12" INV. OUT=300.87' STA. 31+45.20 STA. 35+45.20 10,\ ± (A ± RIM=311.03AT GRADE ) RIM=316.35'± (AT GRADE) _ 12" INV. 13' 01 12" INV. OUT=299.81' 12" INV. ' / UT.65' 12 INV. OUT=298.45 / 320 320 � ' T.O.M. PROJECT # 15-80000009 100 -YEAR FLOODPLAIN - 318' / 100 -YEAR FLOODPLAIN - 318' / - - - - - - - - - - - - - - - - - - - - - - - - - - - POI "o,\ Town of Morrisville ,� APPROVED FOR CONSTRUCTION IN./ \ / / Signature: Date: _ — N / Town of Morri svi I I e, Town Engi neer Date/I n i ti a I s Engineering: Planning: Other (specify): Y 310 / 310 \ / Signature: Date: Town of Cary Utilities, Water and Sewer Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours prior to the commencement of any construction activities. 300 300 294'-12" PVC, SDR 26 00.29% 400'-12" PVC, SDR 26 166'-12" PVC, SDR 26 ® 0.29% 00.29% N 400'-12" DIP, CL350 PR401 ® 0.36% - - d W/ RESTRAINED JOINT 380 -FT. OF 24" STEEL 4 N ENCASEMENT PIPE P n OR N t0 10 mi id t0 O CO t0 IM C pPp N N 6 10 P t0 t W � aD N aJ O ri N M P a0 N O) O co a0 co P aD M NM P N M M M M M M M M M M M M M M M M M M M M M M M +00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40 Ln M CD 21 r/) M O T LO i Cq C Q Z CD O U co v M H SIGNATURE REVISIONS PROJ.# SW1191 DESIGN BY: HALLGREN DRAWN BY: CCC DATE: 7/01 /2015 SCALE HOR: 1 "=40' SCALE VER: 1"=4' SHEET NO. 5 PROVIDE 380 L.F. OF BORE & JA6K �� v 50 24 -INCH STEEL ENCASEMENT PIPE NOW OR FORMERLY x ` \ ` \ `�\ ` \ \`• \ \ ` `\ ` `�` \ WITH MINIMUM 0.25 -INCH WAI�LL PIN# 0756-01-17-1499 EX\WER EPSE0 THICKN SS (LOCATION GUAR/�NTEED) OUKE REALTY MARCOM DR LTD PTNRP B 1996 13 NOW OR FORMERLY SEE STID DETAIL 05000.02// /' MORRISVILLE, NC 27560 / o PIN# 0756-01-17-7147 DB 12411 PG 2656 / BM 2001 PG 916 / 104 BUCK, DONALD R &JOYCE R MARCOM DR MO MORRISVILLE, NC 27560-9521 -10 / // // EI i \ \ \\� \\\ \ \ \\ \ ,,� \\ \\ / / +/ 3 DB 02446 PG 0029 / BM 2001 PG 914 Q� R P # 075 LC)ARCOIA" 0 MARCO MQR0ISVH -D$ 0089: EXISTING MH(W13) NOTES: �� STA. 41+11.50 i ' / PROVIDE 12" CORED CONNECTION 1 EA' �K\' "% k\! \\ `� `\ P-MH13 i ``` / j , z - - ' `N` `, N / /- v v v v v PROVIDE 4 -FT DIAMETER / / ' / ' NOTE: FIELD VERIFY INVERT ELEVATION v v v v v v �� I Nr v ,MANHOLE WITH TYPE 2BI / i /PRIOR TO ` v v RING & COVER r CONSTRUCTION.\ i PROVIDE SILT / FENCE OUTLET/ / v v v v vv vv vv 1 F'A / / --, -,-------------- =a 1 , \ _ PROVIDE SILT / ./ k/\., \ I I / �� / � r / \ \ \ ' \ 1 \�\ �\ O I I DETAIL 04004.23 ✓ /\�o� / \\ \ \\ `\ `\ \ / � i ';, 1` l 1 FENCE OUTLET 01-07,�J61 / O k . III / 0 - --------------- -- \ \ \ \\ \ \ \ / / / , \ - __-• \\ \\ \ \ \\ 1 EA / / ' / / +� _ _ -_-- 1 \\ �� 1 \\ ,4R k `- I I EXIST./FENCE \ \U�� NhEDI \ / \\ \ \\ DETAIL 04000.23 / /� I I / / \ %\,N / \ \ \ E, '� 275 �� I I I "WA [`_ COUNTY ENCE" / -' ,----- V A V V / / V A\ f� ♦ / / / �' k I ' `\ \ \ \ \ TO E A�QUII�ED / / / \ NOW OR FORMERLY PIG o2gs r. ' I I I �BM �L001 PG 9 / ' �1G''__- \/�\\\\\\`�\\ �/� / // / ! / \\ \ \ HED` AREA) / 1 � ��'_�,\\` \\� PIN# 1-16-7839 / + � - _-- / �c--- --_ ` \ \ \ `(}IA \ j r �_ .• �R �1�1"ff \ � / � / / \\ \\\ ,MAR M 1 / / /-�� \ / / CLARK. MARY --- NOW R FORMERLY _ 105 SORRELL GROVE CHURCH RD / //� / / �� / / / / - - - PIN# 0756-01-17-3164 / I \ \ \ \ !� m �,� / �'�-__}\I \\`� ` MORRISVILLE, NC 27560-9542 IT \ / / \ \ I m / ADAM, PHILLIP E &-6KA`RON R , \ \ DB 08-E-703 BM 1961 PG 464 110 M9RC9M-QR 7C01� WORMSVILLE, NC 27560-9 1 / / r \ I \ \\ ` BM 2001 PG 914 $ W \\ ,h 1 I \- /_ _ DB 02386 PG 0085 �' \`\ BM 2001 PG 915 / / / 1 - /' A-' I ��/ / / Q i'7 /' /'.,, I / / / ' ' FROM �TA. I 43+50 TO STA. 47+90 vv vv r r . �'.'' PROPOSED UPE ,' /' = \ •�'' / r ' \ \ \ IN HATCHED[ \ RESTORE 10TH EXCELSIOR MATTING y i, �� i�� / - `7►'� ��♦'� ,MH14 STA. 44+49.12 ' 1150 S.Y. SEE DETA14=1631.01 / D � O I I R / / i �i AREAS (TYP.) P i' / \ / , / /p ♦1 / _ Y I / PROVIDES=FT DiMEiER7 GRAVEL ROAD l i2EPAIR - 60 IN. �•'�l l /� Y'�/ �,��,� �� v�>vv: vy ' �� CON9IRUC710N DENUDE AREA SrAMM7WN INLET PR07ECrM #I Iq FFB8 LOST NONE HIGH QUALITY WATER (14" ZONES 7 DAYS ,rJDON06 — C — F — CH DAY F SLOPES ARE 10' OR LESS N 07H LO1AND ARE NOT STEEPER THAN 21, 14 DAYS ARE ALLOMED. V MMMTEMPORARY 14 DAYS 7 DAYS FOR SLOPES 011I THAN 60' N LENMK BALL OTHER AREAS METH SLOPES FLATTER THAN 4e1 SILT DE NONE, EXCEPT FOR PERrEIER AND "QW ZONES Engi neeri ng: STD. 0.M 01000.01 SF SID. DEWL MISTING TOPO OON7011.11RS --440-- ROCK Ill SEDIMENT 7RAP, TYPE 'B' Planning: CARP S�1D NCE MMM EROSION 00117ROL 0 +Other 1F —TPF M— YATINO PM (specify): LO PR401 ® 0.36% � 338'-12" PVC, SDR 26 ®0.36 ii � / a 179'-12" PVC, SDR 26 ®0.36 1 , — — — — PROJ.# SW1191 N Lli signature: Date: DESIGN BY: HALLGREN MANHOLE WITH TYPE 2B - rV /,' // i''�pF ' I / P _V ��i ♦, moi' RING-.CQVER�-- AV `� / i W /i / / /, /- - \ / / EIP/ i �, I / i - �, i - _ \ Y / / i0 I? ii' /' `I 1 \ tiE' 9& ` \\ ` \ 7 6 \\ [ F \A\ z / / / / // / - - -- �/ / / \\ \ \ / / '- ` '�, -i'/ �+�/� / \`\ / �' F !♦r6 O / \/ \\ \ \ ` `\ FFR \ rtF O / _- \ OPO ED � i l � % \ �•\ � i, / �� p \ \ \ `, I � x00 _ is _ — NOW �R FORM/ERLY / A / / / / `v e `� --- _-- i' `' �i - �� T I , Y A „fir V - A \ V A V A J V -1 PIN�0756-X01-07-9229 \ / / ,/ / �� _ �`_-_-- -�- � 4' + � li( ' �b�� —\T / \ `\ \\ \ \ \ \\ \ \\ vj\ E RY, RA`�MOND B'8t� JANICE N6 _ 1 3 MARCOM, DR \ \ \ / 1 I f \ \ i_� _-�- - i'�r i � ��'".\ i T � rlT \ \ \ � \ \ 1 PRS \ A \ \ V 1 I ` _�-- - / v �� , S 1 /� R- A NOW OR FORMERLY \ N\� 1 MORRISVILLE, `NC 27560 9522 \ \ \ \ _ fir' \ ��_ $ %I � \ \ \ \ I \ ISP j, \ Q / // DB 876 PG 748 `\ \\ \ \\ \ \ 1 _ \\ _ \ ►„ �� ,\ \ \ \ BUCHNAM, BILLY W & RUTH B 4 X SEM \ / A V 1 �, �� v"� i -v V PIN# 0756-01-16-3845 \ ' \ / A BM 1 0 PG 93 \ V A \ A - '\� ,� r_� �� L•'�„ i ' - V A \ \ �6 16P 5, V A% V A A V 1 �� `� _ / / --}zv ♦,---� „�,,�" v �T i, / / A v ,/x V A \ 109 MARCOM DR BM 200.1 PG 916 MORRISVILLE, NC 27560-9522 \ M\9 1 ar-,I-, � � � � - � V 1 / - \ v_ i -vA 1 A 0 \ \ \ i' _ \ \/ \ \ - -- \ \ \ DB` 02344 PG 0009 \\ \ \\ 1 �.\ BM 2001 PG 9151\ \ 1 \\ \ \ � P MH 5 STA. 46 28.4 \\ \ \ \\ \ ,/ .1 , �/ \ \ PROVIDE 4 -FT DIAMETER \ \ \ \ \ 1 \ \ --- `----------- MANHOLE WITH TYPE 2B \ \\ \\ \\ \ \\ 1 s EIP 1 _-_ ---'` \\ \`_ \ RING & COVERT EIP \\ \ \ \ \ \ \ \ \ \ \ F \\ i / -/ \yam/ --X21--_-_ \ / \\ \I i ' ----- `_� \ ----399-- \� \ \ I 1 / � ' �/ � NOW OR FJ1ftMERLY � ( \ -\ \ \ \ \ \ \ \ \ \ \ 1 I PI�O'756-01-07- 8 - �� \ \ \ \ \ \ I IOfOSS, STANLEY-- ` \- - - - - - -El 119 MARC R--��2---__ MO LE, NC 27564-9522 _ R ORMERLY \\ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ 1`, 03142 PG 097fi' �---- PI -01-16-0891 BM 1977 PG-- 8 \ \ \ \ \ \ \ \ \ \ \ �' - -- 3-----__` 1 1 WA I S, THOMAS I \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ I la BM 2()6i PG 916 - \ 113 RC M DR \ \ \ \ \ \ \ \ \ 1% _ _ � \ MOR E, NC 27560-9522 \ \ \ \ \ \ '0 / 02446 PG 0397 I \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ 1 I - BM -9991 PG 915 330 We] 310 1011111 290 380 -FT. OF 24" ENCASEMENT PIPE P-MH13 (4' DIA.) STA. 41+11.50 RIM=322.50'± (1' ABOVE GRADE) 12" INV. IN=296.33' 12" INV. OUT=296.13' PROFILE HOR. 1"=40' VER. 1"=4' P-MH14 (4' DIA.) STA. 44+49.12 RIM=316.57'± (AT GRADE) 12" INV. IN=294.92' 12" INV. OUT=294.72' P-MH15 (4' DIA.) STA. 46+28.04 RIM=310.00'± (AT GRADE) 12" INV. IN=294.07' 330 320 310 E-MH(W13) STA. 47+84.23 RIM=297.235' 12" INV. IN=291.17' 16" INV. OUT=290.835' 300 EROSION CONTROL LEGEND CON9IRUC710N DENUDE AREA SrAMM7WN INLET PR07ECrM #I Iq FFB8 LOST NONE HIGH QUALITY WATER (14" ZONES 7 DAYS ,rJDON06 — C — F — CH DAY F SLOPES ARE 10' OR LESS N 07H LO1AND ARE NOT STEEPER THAN 21, 14 DAYS ARE ALLOMED. V MMMTEMPORARY 14 DAYS 7 DAYS FOR SLOPES 011I THAN 60' N LENMK BALL OTHER AREAS METH SLOPES FLATTER THAN 4e1 SILT DE NONE, EXCEPT FOR PERrEIER AND "QW ZONES Engi neeri ng: STD. 0.M 01000.01 SF SID. DEWL MISTING TOPO OON7011.11RS --440-- ROCK Ill SEDIMENT 7RAP, TYPE 'B' Planning: CARP S�1D NCE MMM EROSION 00117ROL 0 +Other 1F —TPF M— YATINO PM (specify): GENERAL STORM WATER PERMIT SOIL STABILIZATION TIMEFRAMES SITE AREA DESCRIPTION SrAMM7WN 71NIEFRAIE EXCEPTIONS ❑ PER•EIER MM SlIll DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (14" ZONES 7 DAYS NOME ffiAPES STEEPER THAN 3 1 7 DAYS F SLOPES ARE 10' OR LESS N 07H LO1AND ARE NOT STEEPER THAN 21, 14 DAYS ARE ALLOMED. SLOPES 30 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES 011I THAN 60' N LENMK BALL OTHER AREAS METH SLOPES FLATTER THAN 4e1 14 DAYS NONE, EXCEPT FOR PERrEIER AND "QW ZONES T.O.M. PROJECT # 15-80000009 Town of Morrisville 4PP20VED F02 CONST.YUKIWII SIGNATURE REVISIONS Signature: Da te: Town of Morri svi I I e, Town Engineer Da tellnitials Engi neeri ng: Planning: 400'-12" DIP, CL350 0 +Other (specify): PR401 ® 0.36% � 338'-12" PVC, SDR 26 ®0.36 ii � a 179'-12" PVC, SDR 26 ®0.36 1 , — — — — PROJ.# SW1191 N " j EX. 16" SEWERLINE 156-12 PVC, SDR 26 � _ _ signature: Date: DESIGN BY: HALLGREN — 29� 01.73% — — DRAWN BY: CCC Town of Ca ry Uti I i ti es, Water a nd Sewer DATE: 7/01 /2015 SCALE HOR: 1 "=40' Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours prior to the commencement of any construction activities. SCALE VER: 1"=4' N CO M N M I. o o M M M Cd C4 M M e� � M m 4 4 app M6 0) M M M M M M e� e� N SHEET NO. 50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 6 0 c o m o C:) 0000- E O O 0 0 0 c ro XXV 1 co 7 c ow o - U z rn ai M rn 0 (n M O rn O N M, U U c Q z o 0 L o Uc WWII 11 -1 lqxwM 67 UAL w o 0 H �a 49 � a J W woLu ° Z �HZ oc �Zo a W �� z O j I L �o a a a� O a SIGNATURE REVISIONS PROJ.# SW1191 DESIGN BY: HALLGREN DRAWN BY: CCC DATE: 07/01 /2015 SCALE H OR: NTS SCALE VER: NTS SHEET NO. 7 8'-0" MAXIMUM FILTER OF 1 INCH DIAMETER � ro 11/4" RAISED LETTERING ALR FILLETS VARIABLE AS DIRECTED BY THE ENGINEER 57 WASHED STONE o° o° ° ° °°`� `Zao°�°°`� o ° °80 ° o COVER FOR SANITARY 1/4'� # �°°° �`��o o �o° �� oq,�MQ�A 0 o SEWER IN PAVED AREAS (RECESSED FLUSH) 00 o O °�° SILTEFENCE FABRIC TO OVERLAP °off A A (1) VENT HOLE �T H Cq �2 80 ° o O R HARDWARE CLOTH BY 12 INCHES o ° o° o00 opo °Q oo O � �� O SILT FENCE FABRIC o0 0 0 0 ° O° � °o° °° 0 00° B � B MINIMUM 10 GAUGE°o 0 0° o °o LINE WIRES INSTALLED TO SECOND MINIMUM 12y2 GAUGE°�°° o Q WIRE FROM TOP o° � U INTERMEDIATE WIRES STEEL FENCE POST 87 WIRE FENCE HARDWARE CLOTH STEEL FENCE POST cn SILT FENCE FABRIC ON WIRE FENCE FILLETS CSD R ON WIRE FENCE 8 (2) PICKHOLES =III II-III II II-III II-III II-III II -III -III -III -III -III -III II-III II-III II-III II-III II-III II -III -I II-III-III-IIIGRADE HARDWARE CLOTH PLAN VIEW o o 1" DIAMETER �' �=I I I� 11= I I I=1 11=1 11=1 I1=1 I I� 11=1 I I� 11=1 I I� 11=1 I I� 11=1 I I� 11=1 I I� 11=1 11=1 11=1 11=1 11=1I 1=1 I I� 11=1 I I� 11=1 I I I I I� 11 FILTER OF 1 INCH DIAMETER NOTE: �/2" q USE SILT FENCE OUTLETS ONLY WHEN Y �Il II # 57 WASHED STONE DRAINAGE AREA DOES NOT EXCEED 1/4 �\ MINIMUM ACRE AND THERE IS A LOW AREA. USE COVER BOTTOM VIEW III- FRONT VIEW 18" AS A REPAIR OF SILT FENCE FAILURES. RING TOP VIEW COVER TOP VIEW FLOW DIRECTION � 11 Ill o 311 III- III III GRADE STEEL FENCE POST SET 111=III- it 11=i� - = = = = = = = =i = -- ---- HARDWARE CLOTH MAXIMUM 2 FEET APART FttH C tH C STEEL POSTWIRE FENCE o q oR q III F 25" MIN. WOVEN WIRE FABRIC � 23 3/4" MAX. 5/8" MINIMUM II SILT FENCE FABRIC SIDE VIEW I I � � u SILT FENCE 23 Y2 NOTE: � o FABRIC OVERLAP 7 Y� 1 y2 �'A T � FILL SLOPE VERLAP USE SILT FENCE ONLY WHEN DRAINAGE AREA M - 12 � MIN. 1 3 �1 ALTERNATE LETTERING DOES NOT EXCEED 1/4 ACRE AND NEVER IN 12 INCH 1 N � Kti^ INCHES AREAS OF CONCENTRATED FLOW.*FOR REPAIR OF SILT FENCE FAILURES USE DETAIL 04000.23 GRADE ° 25" MIN. GRADE 2 y8.. I � I I -III- '" 33 y4" 3^ SPECIFICATIONS: -li- - o_ __ __ __ =_ 1. CLASS 35 GRAY IRON. -III=I III -til -II_ 6' MINIMUM COVER - � OVER SKIRT �K I I I I- - - - -III e> » o -I I��II�'- III-IIIIII�°�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111��1 I I .,III -1111 VIII="=III-IIIA;-111111111111111°�IIIIRING 190 um 1IIIIIIII, SECTION A -A 4 2. COMPLIES WITH ASTM A48 CL356. I _ I I II I1=1 LI I lol I lol I lol I lol I lol I lol I lol I I- I I `� �I -I I Iol I Il dol I lol �' III _ ANCHOR SKIRT AS II=III II-III- I -III„ IIIo I -"'-"-IIS I°I I°I '�IIIIIIIIII�°111=III- MINIMUM WEIGHTS » » 3. ALL LETTERING SHALL BE CLEAN, CRISP, N III DIRECTED BY ENGINEER �k I�IIIIII °�Illlllllll�li I=III=1i SECTION B -B AND CLEARLY LEGIBLE. u u 1=III=11.111=111- NOTE: � III _ � III-II„III-I1 BURY WIRE FENCE, HARDWARE CLOTH, III„II11�=��III; � COVER 120 4. DOMESTICALLY MADE &MANUFACTURED II-III=I SIDE VIEW � AND SILT FENCE FABRIC 6 INCHES INTO � IN THE USA. $� 87 FRONT VIEW THE TRENCH 67 TOTAL 310 DETAIL No. DETAiL No. DETAiL No. STANDARD MANHOLE RING AND COVER STANDARD TEMPORARY SILT FENCE 04000.01 STANDARD SILT FENCE OUTLET 04000.23 (TYPE 1 PAVED AREAS) 07000.03 EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/091 1 SHEET 1 OF 4 2" GALVANIZED VENT AT HIGH END OF CASING. (3) HEX HEAD 3/8"-16 VENT TO HAVE INSECT SCREEN WELDED TO END. p 5 5 " 70' MINIMUM NOTES: � B � ZINC PLATED BOLT WITH ZINC WASHER �6 VENT TO BE USED FOR ALL STREAM CROSSINGS, 8c ZINC COATED STAINLESS STEEL NUT BUT SUFFICIENT TO KEEP 3.0' 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE NOT REQUIRED FOR TYPICAL ROADWAY BORES. SEDIMENT ON SITE_GRADE CAST -IN CONSTRUCTION ENTRANCE IS USED. ENCLOSE ENDS WITH 8" BRICK MASONRY N ,. � STAINLESS 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS (SEAL WITH NON -SHRINK GROUT AS REQUIRED) STEEL ENCASEMENT PIPE -III -III STEEL ROD NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN I�- � QRTH C �� SPECIFICATIONS: THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING �//j�/j�ij STEEL SPIDERS �/j�/j�//�//�/j�//��//��//�� -III, 1. GRAY IRON. THE PUBLIC ROAD. /////////////////�/ / ////////////////////////�/•, A kc � � lj a� A 2. COMPLIES WITH ASTM A48 CL356. 3. ALL LETTERING SHALL BE CLEAN, CRISP, 25' OR WIDTH OF 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO o C.� � AND CLEARLY LEGIBLE. EXISTING 2"-3" STONE TO BE USED �PROPOSED STREET, THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE 4. DOMESTICALLY MADE AND MANUFACTURED ROADWAY � WHICHEVER IS THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE nz IN THE USA. (SURGE STONE OR RAILROAD BALLAST) GREATER. FINANCIAL RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF � (CPIPE) R �a �� CARY WILL CHARGE TO CLEAN THE STREETS WILL BE $300 FOR - - - - - -- - - - THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER. 1 1/2" RAISED LETTERING (RECESSED FLUSH) CARRIER PIPE MA Y PLAN VIEW DRAINAGE GRAVEL SLOPE TO DRAIN SLIP JOINT D.I.P. CARRIER MAIN A C T U R (4) 1" DIA. HANDLING HOLES (10 CU. FT. STONE) FOR ALL EXCEPT RECLAIMED MAIN B � ON A 29 3/4" DIA. B.C. COVER SECTION FRAME SECTION 3/4" WEEPHOLE AT LOW ELEVATION POINT OF CASING COVER TOP VIEW B -B B -B NEW CARRIER PIPE STEEL ENCASEMENT CONSTRUCTION NOTES: PIPE CAST -IN GROOVE FOR 70' MINIMUM STEEL SPIDERS EXISTING ROADWAY 1. STEEL "SPIDERS" SHALL BE USED FOR SUPPORT OF THE CARRIER PIPE 1/4" DIAMETER NEOPRENE GASKET WITHIN THE CASING PIPE. �25 3/g'� 2. A MINIMUM SPACING OF 2 SPIDERS PER JOINT OF CARRIER PIPE SHALL 6"x 3/8" STEEL PLATE 27" BE REQUIRED. 3/4 _ - 3. THE SPIDERS SHALL BE SPACED EVENLY ALONG THE CARRIER PIPE � 1" 5" - - - - SUCH THAT EACH SPIDER SUPPORTS THE SAME UNIT WEIGHT OF THE CONTINUOUS WELD BOTH SIDES (TYP.) - CARRIER MAIN. I iil 11 II I I II I 25 I y, 4 4. FOR CASING SIZE SEE STANDARD SPECIFICATION SECTION 05000. � 3 GEOTEXTILE FABRIC UNDER STONE 5. RECLAIMED LINE SHALL BE PVC WITH RESTRAINED JOINT PIPE. Q' 28 2 �6 ' \e�F. 32" � CROSS SECTION � END FRAME SECTION COVER SECTION 87 Q 87 � ELEVATION B� � A -A �i DETAIL No. DETAIL No. DETAIL No. STANDARD CONSTRUCTION ENTRANCE 04000.07 STEEL ENCASEMENT &CARRIER PIPE STANDARD MANHOLE RING AND COVER (TYPE 2A FOR 05000.02 07000.03 EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/09 OUTFALLS OR UNPAVED AREAS -WATERTIGHT APPLICATIONS) SHEET 2 of 4 STANDARD MANHOLE RING &COVER 25' MINIMUM INSTALLATION NOTES: (SEE DETAIL 07000.03) (3) HEX HEAD 3/8"-16 5 I SILT FENCE 1. REFER TO "NORTH CAROLINA DIVISION OF B MH RING -7 MANHOLE B B � ZINC PLATED BOLT WITH ZINC WASHER 5 �6 (TYPICAL) o � FOREST RESOURCES" LITERATURE, USE FOUR 3/8 INCH ANCHOR &COVER 1" DIAMETER &ZINC COATED STAINLESS STEEL NUT INSTALLATION MAINTENANCE GUIDELINES, & BOLTS TO BOLT FRAME TO SPACER. L � VENT HOLE USE ROPE MASTIC SEAL BETWEEN "NORTH CAROLINA FORESTRY BMP CAST -IN ' a o MANUAL -2006". 2,-D„ FRAME &SPACER. PIPE / PIPE STAINLESS 2. USE A BULLDOZER, KNUCKLEBOOM LOADER,RTH SPECIFICATIONS: STEEL ROD OR SKIDDER TO INSTALL &REMOVE DRAGLINE � ECCENTRIC 1. GRAY IRON. / MATS. � g 5 " TAPER 2. COMPLIES WITH ASTM A48 CL356. 11 /g ANCHOR BRIDGEMAT TO 3. KEEP HEAVY EQUIPMENT OUT OF STREAM. ., 0 3. ALL LETTERING SHALL BE CLEAN, CRISP, A TREE, OR OTHER 4. INSTALL WATER DIVERSION DEVICES (WATER � TOP VIEW (, � AND CLEARLY LEGIBLE. PERMANENT OBJECT BARS, TURNOUTS, BROAD-BASED DIPS, ETC.) A 4. DOMESTICALLY MADE AND MANUFACTURED � 5 WITH SUFFICIENT ON BOTH SIDES OF THE MATS. � i STRENGTH, USING STEEL 5. STABILIZE EXPOSED MINERAL SOIL WITH TREE IN THE USA. � CHAIN OR CABLE. HEIGHT z TOPS OR BRUSH DURING MAT INSTALLATION, ALL LIFT HOLES WHICH COMPLETELY � o AND SEEDING/MULCH AFTER MAT REMOVAL. 4'-0" OR 5'-0" VARIES PENETRATE THE MANHOLE SHALL BE � / FILLED WITH NON -SHRINKING GROUT 0� 6. INSTALL MATS TO CREATE A MINIMUM TEN DIAMETER FOOT BRIDGE WIDTH. R Y S V 7. INCLUDE COARSE AGGREGATE ON THE '1F 1 1/2" RAISED LETTERING & ROl PT APPROACHWAY FOR A MINIMUM OF 25' AND (RECESSED FLUSH) SILT FENCE ALONG STREAM BANKS ADJACENT ALL EXTERNAL JOINTS SHALL BE SEALED a �o RISER UNIT WITH AN APPROVED JOINT SEALING MATERIAL A C T U R TO CROSSING FOR A MINIMUM OF 25'. (4) 1" DIA. HANDLING HOLES MAINTENANCE NOTES: STEPS 16" � 3 ' 1. KEEP MATS' SURFACE FREE OF MINERAL SOIL ON CENTER MANHOLE STEPS ALONG A VERTICAL WALL B � ON A 29 /4 DIA. B.C. COVER SECTION FRAME SECTION OVER THE EFFLUENT PIPE AND VERTICALLY •. B -B B -B PERSPECTIVE VIEW � AND DEBRIS THAT COULD ENTER STREAM. ALIGNED (SEE DETAIL 07000.02) COVER TOP VIEW 2. PERIODICALLY CHECK MAT HARDWARE; 10" MINIMUM RETIGHTEN NUTS &CABLE CLAMPS AS BASE UNIT a• OPTIONAL CAST -IN GROOVE FOR AGGREGATE APPROACHWAY NECESSARY TO MAINTAIN BRIDGE STRENGTH a 0 -RING OR BUTYL RUBBER JOINT �_ • "DIAMETER NEOPRENE GASKET 2"-3" SURGE STONE OR AND INTEGRITY. _ 74 RAILROAD BALLAST 3. IMMEDIATELY REMOVE ANY DEBRIS WHICH PIPE I • ° °• •° I PIPE � �25 3/8'� ENTERS THE STREAM AT THE CROSSING I •CONCRETE INVERT..� I CONCRETE INVERT 27" LOCATION. a. MEETING SPECIFICATIONS ' 1/4 SUPPORTED 1/4 SUPPORTED • • 3 " • ° ." PIPE • ° 8" MAXIMUM /4 REMOVAL NOTES: a• <'. •° ,. • .. $ .a 5' SURFACE FLOW SURFACE FLOW 6" DIVERSION BRIDGEMAT DIVERSION 1. CLEAN OFF BRIDGE SURFACE. (# ) 12" BEDDING 57 STONE 8" MIN. THICKNESS 2. REMOVE MATS BY USING MAT CABLE LOOP EXTENDED BASE -• - - • • • _ _ - • _ _ _-oi_�o�_o-I----=o= _ _ f~ )/4' OR SKIDDER GRAPPLE. 25 3. PERMANENTLY STABILIZE DISTURBED SECTION 13-13 NOTES: 2 3/ " PORTIONS OF STREAM BANK AND APPROACH 1. ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED 28 16 ' I ORIGINgILllllllll - - - - ROADS WITH PERENNIAL GRASSES MULCH OR WITH A CONCRETE CORING MACHINE. - - 32" - - - STREAMBANIIKIIIIIIIII WETLAND MIX WHEN APPLICABLE . 2. ALL MANHOLES SHALL BE VACUUM TESTED. ill, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIS -- - STREAM 4. LEAVE APPROPRIATE WATER DIVERSION 3. EXTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN SECTION A -A COVER SECTION STRUCTURES IN PLACE ON BOTH SIDES OF � 12 -FT DEPTH OF BURY. � FRAME SECTION A -A STREAM. 4. PROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS SIDE VIEW A -A AND 0.2 FOOT IN -OUT DROP FOR ANGLE RUNS. DETAIL No. LETIAILNo.DETAIL No.STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLSSTANDARD TEMPORARY STREAM CROSSING OPTION 04000.11 STANDARD PRECAST CONCRETE MANHOLE00.01 OR UNPAVED AREAS -NON-WATERTIGHT APPLICATIONS) 07000.03jN�j'$jZj�/jSHEET3OF3EFFECTIVE: 12/10/09 1 OF 3 EFFECTIVE: 12/10 /09 SHEET 3 OF 4 0 c o m o C:) 0000- E O O 0 0 0 c ro XXV 1 co 7 c ow o - U z rn ai M rn 0 (n M O rn O N M, U U c Q z o 0 L o Uc WWII 11 -1 lqxwM 67 UAL w o 0 H �a 49 � a J W woLu ° Z �HZ oc �Zo a W �� z O j I L �o a a a� O a SIGNATURE REVISIONS PROJ.# SW1191 DESIGN BY: HALLGREN DRAWN BY: CCC DATE: 07/01 /2015 SCALE H OR: NTS SCALE VER: NTS SHEET NO. 7 8'-0" MAXIMUM FILTER OF 1 INCH DIAMETER � ro 11/4" RAISED LETTERING ALR FILLETS VARIABLE AS DIRECTED BY THE ENGINEER 57 WASHED STONE o° o° ° ° °°`� `Zao°�°°`� o ° °80 ° o COVER FOR SANITARY 1/4'� # �°°° �`��o o �o° �� oq,�MQ�A 0 o SEWER IN PAVED AREAS (RECESSED FLUSH) 00 o O °�° SILTEFENCE FABRIC TO OVERLAP °off A A (1) VENT HOLE �T H Cq �2 80 ° o O R HARDWARE CLOTH BY 12 INCHES o ° o° o00 opo °Q oo O � �� O SILT FENCE FABRIC o0 0 0 0 ° O° � °o° °° 0 00° B � B MINIMUM 10 GAUGE°o 0 0° o °o LINE WIRES INSTALLED TO SECOND MINIMUM 12y2 GAUGE°�°° o Q WIRE FROM TOP o° � U INTERMEDIATE WIRES STEEL FENCE POST 87 WIRE FENCE HARDWARE CLOTH STEEL FENCE POST cn SILT FENCE FABRIC ON WIRE FENCE FILLETS CSD R ON WIRE FENCE 8 (2) PICKHOLES =III II-III II II-III II-III II-III II -III -III -III -III -III -III II-III II-III II-III II-III II-III II -III -I II-III-III-IIIGRADE HARDWARE CLOTH PLAN VIEW o o 1" DIAMETER �' �=I I I� 11= I I I=1 11=1 11=1 I1=1 I I� 11=1 I I� 11=1 I I� 11=1 I I� 11=1 I I� 11=1 I I� 11=1 11=1 11=1 11=1 11=1I 1=1 I I� 11=1 I I� 11=1 I I I I I� 11 FILTER OF 1 INCH DIAMETER NOTE: �/2" q USE SILT FENCE OUTLETS ONLY WHEN Y �Il II # 57 WASHED STONE DRAINAGE AREA DOES NOT EXCEED 1/4 �\ MINIMUM ACRE AND THERE IS A LOW AREA. USE COVER BOTTOM VIEW III- FRONT VIEW 18" AS A REPAIR OF SILT FENCE FAILURES. RING TOP VIEW COVER TOP VIEW FLOW DIRECTION � 11 Ill o 311 III- III III GRADE STEEL FENCE POST SET 111=III- it 11=i� - = = = = = = = =i = -- ---- HARDWARE CLOTH MAXIMUM 2 FEET APART FttH C tH C STEEL POSTWIRE FENCE o q oR q III F 25" MIN. WOVEN WIRE FABRIC � 23 3/4" MAX. 5/8" MINIMUM II SILT FENCE FABRIC SIDE VIEW I I � � u SILT FENCE 23 Y2 NOTE: � o FABRIC OVERLAP 7 Y� 1 y2 �'A T � FILL SLOPE VERLAP USE SILT FENCE ONLY WHEN DRAINAGE AREA M - 12 � MIN. 1 3 �1 ALTERNATE LETTERING DOES NOT EXCEED 1/4 ACRE AND NEVER IN 12 INCH 1 N � Kti^ INCHES AREAS OF CONCENTRATED FLOW.*FOR REPAIR OF SILT FENCE FAILURES USE DETAIL 04000.23 GRADE ° 25" MIN. GRADE 2 y8.. I � I I -III- '" 33 y4" 3^ SPECIFICATIONS: -li- - o_ __ __ __ =_ 1. CLASS 35 GRAY IRON. -III=I III -til -II_ 6' MINIMUM COVER - � OVER SKIRT �K I I I I- - - - -III e> » o -I I��II�'- III-IIIIII�°�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111��1 I I .,III -1111 VIII="=III-IIIA;-111111111111111°�IIIIRING 190 um 1IIIIIIII, SECTION A -A 4 2. COMPLIES WITH ASTM A48 CL356. I _ I I II I1=1 LI I lol I lol I lol I lol I lol I lol I lol I I- I I `� �I -I I Iol I Il dol I lol �' III _ ANCHOR SKIRT AS II=III II-III- I -III„ IIIo I -"'-"-IIS I°I I°I '�IIIIIIIIII�°111=III- MINIMUM WEIGHTS » » 3. ALL LETTERING SHALL BE CLEAN, CRISP, N III DIRECTED BY ENGINEER �k I�IIIIII °�Illlllllll�li I=III=1i SECTION B -B AND CLEARLY LEGIBLE. u u 1=III=11.111=111- NOTE: � III _ � III-II„III-I1 BURY WIRE FENCE, HARDWARE CLOTH, III„II11�=��III; � COVER 120 4. DOMESTICALLY MADE &MANUFACTURED II-III=I SIDE VIEW � AND SILT FENCE FABRIC 6 INCHES INTO � IN THE USA. $� 87 FRONT VIEW THE TRENCH 67 TOTAL 310 DETAIL No. DETAiL No. DETAiL No. STANDARD MANHOLE RING AND COVER STANDARD TEMPORARY SILT FENCE 04000.01 STANDARD SILT FENCE OUTLET 04000.23 (TYPE 1 PAVED AREAS) 07000.03 EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/091 1 SHEET 1 OF 4 2" GALVANIZED VENT AT HIGH END OF CASING. (3) HEX HEAD 3/8"-16 VENT TO HAVE INSECT SCREEN WELDED TO END. p 5 5 " 70' MINIMUM NOTES: � B � ZINC PLATED BOLT WITH ZINC WASHER �6 VENT TO BE USED FOR ALL STREAM CROSSINGS, 8c ZINC COATED STAINLESS STEEL NUT BUT SUFFICIENT TO KEEP 3.0' 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE NOT REQUIRED FOR TYPICAL ROADWAY BORES. SEDIMENT ON SITE_GRADE CAST -IN CONSTRUCTION ENTRANCE IS USED. ENCLOSE ENDS WITH 8" BRICK MASONRY N ,. � STAINLESS 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS (SEAL WITH NON -SHRINK GROUT AS REQUIRED) STEEL ENCASEMENT PIPE -III -III STEEL ROD NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN I�- � QRTH C �� SPECIFICATIONS: THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING �//j�/j�ij STEEL SPIDERS �/j�/j�//�//�/j�//��//��//�� -III, 1. GRAY IRON. THE PUBLIC ROAD. /////////////////�/ / ////////////////////////�/•, A kc � � lj a� A 2. COMPLIES WITH ASTM A48 CL356. 3. ALL LETTERING SHALL BE CLEAN, CRISP, 25' OR WIDTH OF 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO o C.� � AND CLEARLY LEGIBLE. EXISTING 2"-3" STONE TO BE USED �PROPOSED STREET, THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE 4. DOMESTICALLY MADE AND MANUFACTURED ROADWAY � WHICHEVER IS THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE nz IN THE USA. (SURGE STONE OR RAILROAD BALLAST) GREATER. FINANCIAL RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF � (CPIPE) R �a �� CARY WILL CHARGE TO CLEAN THE STREETS WILL BE $300 FOR - - - - - -- - - - THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER. 1 1/2" RAISED LETTERING (RECESSED FLUSH) CARRIER PIPE MA Y PLAN VIEW DRAINAGE GRAVEL SLOPE TO DRAIN SLIP JOINT D.I.P. CARRIER MAIN A C T U R (4) 1" DIA. HANDLING HOLES (10 CU. FT. STONE) FOR ALL EXCEPT RECLAIMED MAIN B � ON A 29 3/4" DIA. B.C. COVER SECTION FRAME SECTION 3/4" WEEPHOLE AT LOW ELEVATION POINT OF CASING COVER TOP VIEW B -B B -B NEW CARRIER PIPE STEEL ENCASEMENT CONSTRUCTION NOTES: PIPE CAST -IN GROOVE FOR 70' MINIMUM STEEL SPIDERS EXISTING ROADWAY 1. STEEL "SPIDERS" SHALL BE USED FOR SUPPORT OF THE CARRIER PIPE 1/4" DIAMETER NEOPRENE GASKET WITHIN THE CASING PIPE. �25 3/g'� 2. A MINIMUM SPACING OF 2 SPIDERS PER JOINT OF CARRIER PIPE SHALL 6"x 3/8" STEEL PLATE 27" BE REQUIRED. 3/4 _ - 3. THE SPIDERS SHALL BE SPACED EVENLY ALONG THE CARRIER PIPE � 1" 5" - - - - SUCH THAT EACH SPIDER SUPPORTS THE SAME UNIT WEIGHT OF THE CONTINUOUS WELD BOTH SIDES (TYP.) - CARRIER MAIN. I iil 11 II I I II I 25 I y, 4 4. FOR CASING SIZE SEE STANDARD SPECIFICATION SECTION 05000. � 3 GEOTEXTILE FABRIC UNDER STONE 5. RECLAIMED LINE SHALL BE PVC WITH RESTRAINED JOINT PIPE. Q' 28 2 �6 ' \e�F. 32" � CROSS SECTION � END FRAME SECTION COVER SECTION 87 Q 87 � ELEVATION B� � A -A �i DETAIL No. DETAIL No. DETAIL No. STANDARD CONSTRUCTION ENTRANCE 04000.07 STEEL ENCASEMENT &CARRIER PIPE STANDARD MANHOLE RING AND COVER (TYPE 2A FOR 05000.02 07000.03 EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/09 SHEET 1 of i EFFECTIVE: 12/10/09 OUTFALLS OR UNPAVED AREAS -WATERTIGHT APPLICATIONS) SHEET 2 of 4 STANDARD MANHOLE RING &COVER 25' MINIMUM INSTALLATION NOTES: (SEE DETAIL 07000.03) (3) HEX HEAD 3/8"-16 5 I SILT FENCE 1. REFER TO "NORTH CAROLINA DIVISION OF B MH RING -7 MANHOLE B B � ZINC PLATED BOLT WITH ZINC WASHER 5 �6 (TYPICAL) o � FOREST RESOURCES" LITERATURE, USE FOUR 3/8 INCH ANCHOR &COVER 1" DIAMETER &ZINC COATED STAINLESS STEEL NUT INSTALLATION MAINTENANCE GUIDELINES, & BOLTS TO BOLT FRAME TO SPACER. L � VENT HOLE USE ROPE MASTIC SEAL BETWEEN "NORTH CAROLINA FORESTRY BMP CAST -IN ' a o MANUAL -2006". 2,-D„ FRAME &SPACER. PIPE / PIPE STAINLESS 2. USE A BULLDOZER, KNUCKLEBOOM LOADER,RTH SPECIFICATIONS: STEEL ROD OR SKIDDER TO INSTALL &REMOVE DRAGLINE � ECCENTRIC 1. GRAY IRON. / MATS. � g 5 " TAPER 2. COMPLIES WITH ASTM A48 CL356. 11 /g ANCHOR BRIDGEMAT TO 3. KEEP HEAVY EQUIPMENT OUT OF STREAM. ., 0 3. ALL LETTERING SHALL BE CLEAN, CRISP, A TREE, OR OTHER 4. INSTALL WATER DIVERSION DEVICES (WATER � TOP VIEW (, � AND CLEARLY LEGIBLE. PERMANENT OBJECT BARS, TURNOUTS, BROAD-BASED DIPS, ETC.) A 4. DOMESTICALLY MADE AND MANUFACTURED � 5 WITH SUFFICIENT ON BOTH SIDES OF THE MATS. � i STRENGTH, USING STEEL 5. STABILIZE EXPOSED MINERAL SOIL WITH TREE IN THE USA. � CHAIN OR CABLE. HEIGHT z TOPS OR BRUSH DURING MAT INSTALLATION, ALL LIFT HOLES WHICH COMPLETELY � o AND SEEDING/MULCH AFTER MAT REMOVAL. 4'-0" OR 5'-0" VARIES PENETRATE THE MANHOLE SHALL BE � / FILLED WITH NON -SHRINKING GROUT 0� 6. INSTALL MATS TO CREATE A MINIMUM TEN DIAMETER FOOT BRIDGE WIDTH. R Y S V 7. INCLUDE COARSE AGGREGATE ON THE '1F 1 1/2" RAISED LETTERING & ROl PT APPROACHWAY FOR A MINIMUM OF 25' AND (RECESSED FLUSH) SILT FENCE ALONG STREAM BANKS ADJACENT ALL EXTERNAL JOINTS SHALL BE SEALED a �o RISER UNIT WITH AN APPROVED JOINT SEALING MATERIAL A C T U R TO CROSSING FOR A MINIMUM OF 25'. (4) 1" DIA. HANDLING HOLES MAINTENANCE NOTES: STEPS 16" � 3 ' 1. KEEP MATS' SURFACE FREE OF MINERAL SOIL ON CENTER MANHOLE STEPS ALONG A VERTICAL WALL B � ON A 29 /4 DIA. B.C. COVER SECTION FRAME SECTION OVER THE EFFLUENT PIPE AND VERTICALLY •. B -B B -B PERSPECTIVE VIEW � AND DEBRIS THAT COULD ENTER STREAM. ALIGNED (SEE DETAIL 07000.02) COVER TOP VIEW 2. PERIODICALLY CHECK MAT HARDWARE; 10" MINIMUM RETIGHTEN NUTS &CABLE CLAMPS AS BASE UNIT a• OPTIONAL CAST -IN GROOVE FOR AGGREGATE APPROACHWAY NECESSARY TO MAINTAIN BRIDGE STRENGTH a 0 -RING OR BUTYL RUBBER JOINT �_ • "DIAMETER NEOPRENE GASKET 2"-3" SURGE STONE OR AND INTEGRITY. _ 74 RAILROAD BALLAST 3. IMMEDIATELY REMOVE ANY DEBRIS WHICH PIPE I • ° °• •° I PIPE � �25 3/8'� ENTERS THE STREAM AT THE CROSSING I •CONCRETE INVERT..� I CONCRETE INVERT 27" LOCATION. a. MEETING SPECIFICATIONS ' 1/4 SUPPORTED 1/4 SUPPORTED • • 3 " • ° ." PIPE • ° 8" MAXIMUM /4 REMOVAL NOTES: a• <'. •° ,. • .. $ .a 5' SURFACE FLOW SURFACE FLOW 6" DIVERSION BRIDGEMAT DIVERSION 1. CLEAN OFF BRIDGE SURFACE. (# ) 12" BEDDING 57 STONE 8" MIN. THICKNESS 2. REMOVE MATS BY USING MAT CABLE LOOP EXTENDED BASE -• - - • • • _ _ - • _ _ _-oi_�o�_o-I----=o= _ _ f~ )/4' OR SKIDDER GRAPPLE. 25 3. PERMANENTLY STABILIZE DISTURBED SECTION 13-13 NOTES: 2 3/ " PORTIONS OF STREAM BANK AND APPROACH 1. ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED 28 16 ' I ORIGINgILllllllll - - - - ROADS WITH PERENNIAL GRASSES MULCH OR WITH A CONCRETE CORING MACHINE. - - 32" - - - STREAMBANIIKIIIIIIIII WETLAND MIX WHEN APPLICABLE . 2. ALL MANHOLES SHALL BE VACUUM TESTED. ill, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIS -- - STREAM 4. LEAVE APPROPRIATE WATER DIVERSION 3. EXTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN SECTION A -A COVER SECTION STRUCTURES IN PLACE ON BOTH SIDES OF � 12 -FT DEPTH OF BURY. � FRAME SECTION A -A STREAM. 4. PROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS SIDE VIEW A -A AND 0.2 FOOT IN -OUT DROP FOR ANGLE RUNS. DETAIL No. LETIAILNo.DETAIL No.STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLSSTANDARD TEMPORARY STREAM CROSSING OPTION 04000.11 STANDARD PRECAST CONCRETE MANHOLE00.01 OR UNPAVED AREAS -NON-WATERTIGHT APPLICATIONS) 07000.03jN�j'$jZj�/jSHEET3OF3EFFECTIVE: 12/10/09 1 OF 3 EFFECTIVE: 12/10 WELDED �1K NOMINAL PIPE DIAMETER (INCHES) MINIMUM WALL BUG 2' MINIMUM SCREEN 14 VENT 100 -YEAR FLOOD ELEVATION _p VARIES 18 20 21 _EXISTING GRADE =111 -I=I I I 111 =111=LI =1 I=1-111-111 II-1I1-1I1=1I1=111— 11=1I 2' MIN. COVER 11j / \ FROM EXISTING GRADE TO TOP FLOW OF TEE PIPE No l '^ -TEE PIPE - � � a MANHOLE i MH RING & COVER VENT PIPING 3' MINIMUM W/ BUG SCREEN PLAN VIEW EFFECTIVE: 12/1 w J IM Of > NOTES: 1. VENT PIPE OPENING IN PRECAST CONCRETE MANHOLE WALL SHALL BE CORED WITH A CONCRETE CORING MACHINE. 2. LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE CONSTRUCTION INSPECTOR WITH WATERTIGHT RING AND COVER VENT TOP TO BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 YEAR FLOOD PLAIN ELEVATION. OUTLET PIPE 1 EFFECTIVE: 12/1 STANDARD MANHOLE VENT TWO 2" GALVANIZED STEEL 90' ELBOWS WITH BUG SCREEN 2" GALVANIZED STEEL PIPE TOP OF MH VARIABLE DEPTH (SEE PLANS) EX. GRADE TEE PIPE WITH -II BOOT CONNECTION III- -FILL BOTTOM OF VENT PIPE WITH CONCRETE 1" x yg" GALVANIZED STEEL STRAP. STRAP SPACING: -ONE EVERY 3' -MINIMUM OF 2 REQUIRED ELEVATION VIEW DETAIL No. 07000.04 SHEET 1 OF 2 EFFECTIVE: 12/10/09 —UNDISTURBED • . J 11•iliili7�1 � �?jl. I l�� iI_ 5,.•1 II�� III - 1 D.I. PIPE SECTION MAY CONCRETE TO USE RESTRAINED JOINT (TYPICAL) NOT ENTER THROUGH TERMINATE AT D.I.P."Y" WITH MANHOLE JOINTS OR SPRINGLINE OF ENTIRE PIPE SEGMENT TO BE CONE SECTION PIPE 45' ELBOW DUCTILE IRON EXTENDING TO THE UPSTREAM MANHOLE D.I.P. 10" MIN. 3000 P.S.I. QX CONCRETE Q` 12"MIN.. ENCASEMENT III_ 45' D.I. BEND J No. 57 STONE SECTION VIEW STANDARD OUTSIDE DROP MANHOLE NOTES: 1. TO BE CONSTRUCTED FOR ALL DROPS OVER 20 INCHES. 2. ALL MANHOLE CONNECTIONS SHALL BE CORED WITH A CONCRETE CORING MACHINE AND PROVIDED WITH WATERTIGHT BOOT CONNECTIONS. 3. APPROVED PRECAST DROP MANHOLES MAY BE USED. `d c " • ; _ "' 12" CONCRETE ENCASEMENT DUCTILE IRON PIPE •. , c 6' 12" CONCRETE ENCASEMENT LENGTH VARIES CROSS SECTION NOTES: 1. CONCRETE SHALL BE 3000 P.S.I. 2. CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS AT LEAST THREE (3) FEET UNDER CENTERLINE OF CREEK BOTTOM. DETAIL No. STANDARD CONCRETE ENCASEMENT FOR STREAM CROSSING 07000.14 SHEET 1 OF 1 SPECIFICATION TIME (MIN:SEC) REQUIRED FOR PRESSURE DROP FROM 3-1/2 TO 2-1/2 PSIG �1K NOMINAL PIPE DIAMETER (INCHES) MINIMUM WALL 8 10 12 14 15 16 18 20 21 24 27 30 36 42 � 25 7:33 9:26 11:20 13:13 14:10 15:11 17:00 18:53 19:48 22:40 25:30 28:19 34:00 39:40 50 7:33 9:26 11:20 13:13 14:10 15:11 17:00 18:53 19:48 22:40 25:30 28:19 34:00 39:40 75 7:33 9:26 11:20 13:13 14:10 15:11 17:00 18:53 19:48 22:40 25:30 28:19 34:00 52:35 100 7:33 9:26 11:20 13:13 14:10 15:11 17:00 18:53 19:48 22:47 28:51 35:37 51:17 69:48 Z 125 7:33 9:26 11:20 13:13 14:10 15:11 17:00 19:47 21:48 28:29 36:03 44:31 64:06 87:15 O 150 7:33 9:26 11:20 13:13 14:10 15:12 19:14 23:44 26:10 34:11 43:16 53:25 76:55 104:42 V LU rn 175 7:33 9:26 11:20 13:34 15:35 17:44 22:26 27:42 30:32 39:53 50:28 62:19 89:45 122:10 LU 200 7:33 9:26 11:24 15:31 17:48 20:16 25:39 31:39 34:54 45:35 57:42 71:13 102:36 139:36 LLO 225 7:33 9:26 12:49 17:27 20:02 22:48 28:51 35:37 39:16 51:17 64:54 80:08 115:24 157:03 = 250 7:33 9:53 14:15 19:23 22:16 25:20 32:03 39:34 43:37 56:58 72:07 89:02 128:12 174:30 w275 7:33 10:52 15:40 21:20 24:29 27:52 35:16 43:31 47:59 62:40 79:19 97:56 141:00 191:57 J 300 7:35 11:52 17:06 23:16 26:43 30:23 38:28 47:29 52:21 68:22 86:32 106:48 153:54 209:25 350 8:52 13:51 19:57 27:09 31:10 35:27 44:52 55:24 61:05 79:46 101:00 124:42 179:30 244:19 400 10:07 15:50 22:48 31:01 35:37 40:31 51:17 63:19 69:48 91:10 115:24 142:30 205:06 279:13 450 11:23 17:48 25:39 34:54 40:04 45:35 57:42 71:13 78:31 102:36 129:48 160:18 230:48 314:07 500 12:39 19:47 28:30 38:47 44:31 50:39 64:06 79:08 87:15 114:00 144:12 178:06 256:24 349:02 DETAIL No. 07000.06 SHEET 1 of 1 EFFECTIVE: 12/10/09 STANDARD AIR TEST TABLE 111-1 11-1 IT- I I T --I 7`11 F7-- Tl7---7- 1 IIIIIIII-III ,I1' MANHOLE 111 -11- 11 -III- _ � III=I d SOLID WAL * COMPACTED - COMPACTED III L 11- II- BACK FILL IIIA BACK FILL UNDISTURBED UNDISTURBED II= TRENCH WALL II III TRENCH WALL DO NOT BUILD INVERT II SDR 26 OR FLOW OR REMOVE SOLID WALL FLOW 10 II BLOCKAGE UNTIL SYSTEM SDR 35 PVC IIII l 111 I— STEM IS APPROVED TOP OF PIPE -� III SDR 26 PVC 6" INITIAL 11 EMBEDMENT �11 IIII BACKFILL MATERIAL III T EMBEDMENT HAUNCHING SPRING LINE - = MATERIAL OF PIPE 77 I T 1= III= =1 HAUNCHING III- 4" BEDDIN G -III I- -I MINIMUM I I _ _ _ _ _ _ _ _- 6" MINIMUM 111 -I-I =III=III=III III III III=III=1 = BEDDING �I - 11=I I I=I I I=I I I=I I I=I I I=I I I=11 ' "`.��"` ° <:r >� `'~� ` �''��: ` •`-: � °` _ III I,I 1=1,11=1•I 1=11,1=I I"1=t,1.1=I?+,'I=1 � 1= STANDARD BEDDING FOR 3' TO 14' DEPTHS EFFECTIVE: 12/1 SPECIAL BEDDING FOR 14'-30' DEPTHS NOTES: 1. EMBEDMENT MATERIAL MUST BE CLASS 1 (#67 OR #78M WASHED STONE IS TYPICALLY USED). 2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL. 3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO SOIL TYPE OR MOISTURE CONDITIONS. 4. ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 30 FEET IN DEPTH MUST BE DUCTILE IRON PIPE. BEDDING FOR PVC SANITARY SEWER PIPE MANHOLE *SOLID WALL a DO NOT BUILD INVERT 6" OVER TOP OF PIPE OR REMOVE SOLID WALL FLOW BLOCKAGE UNTIL FLOW 10 SYSTEM IS APPROVED 87 DETAIL No. 07000.13 SHEET 1 of 1 EFFECTIVE: 12/10/09 12" BEDDING DETAIL No. 07000.16 SHEET 1 OF 1 USE SOLID BRICK/BLOCK & MORTAR *LOCATED IN FIRST MANHOLE FROM TIE-IN. SOLID WALL MUST BE BUILT BEFORE LAYING NEXT RUN OF PIPE. DETAIL No. SANITARY SEWER PROTECTION DURING CONSTRUCTION 07000.17 SHEET 1 OF 1 rM 1- -11=I��j�11Y',1�71K1� it il.--J IIG�- =F' �1K PIPE DIAMETER MINIMUM WALL 6 THICKNESS 8" - 12" 4" 16" OR GREATER 8" *LOCATED IN FIRST MANHOLE FROM TIE-IN. SOLID WALL MUST BE BUILT BEFORE LAYING NEXT RUN OF PIPE. DETAIL No. SANITARY SEWER PROTECTION DURING CONSTRUCTION 07000.17 SHEET 1 OF 1 rM 1- -11=I��j�11Y',1�71K1� it il.--J IIG�- =F' �1K DESIGN 3' Sln�le 6 J DATE: 7/01 /2015 SCALE N SCALE VER: NTS K �IGIl�I� _ '•-II ��I II I-� • �, 111 II � ri II " EI[ISTIIIS (MIN - j EROUND SACEPILL STAPLES ON `RH,r, B IN ?RENON MIN NATTIHD /HALL BE STAPLED ON PLACED IN TRENCH V CENTERS AND EACKFXLLED IN ?RENON DIAGRAMCA ) MATTING ON BT.OPES DIAGRAM 1 riOrI9: '11,18 C1rAIL VPL113 TO ETRMI, M MAIM, AND FERAIAAEIIT MIL RIIRIII Off NAT jFIAMI I"TrALLA7IIIX. �TA.FLIS iH4LL II ASI. 11 !411111 STIR WIRI RLRWO INTO A "Ll" IMAM W2TH A MINIMUM TAW *20TH OF I sA�H AAD •E17 L612o No E MINU sM LINITH. SIDE SLOPES SHALL BE LESS THAN 3;1 TYP• UNLESS OTHERWISE INDICATED ON LAYOUT PLAINS. CUT AND F ELL BLUFFS SHALL INTO EXISTING SLOPES TO CREATE AN EVEN TRANSITION. SHOULDER 2% MAX. CROSS SLOPE Czople Check Potte L" Staple+, DIAGRAM 0 220 DTTOMLNOUS CONCRETE 1-2 SURFACE COURSE —6,. AGGERGATE BASE COURSE SHOULGER 1,4 �I�"`"'..�•--- GCflTLX T i 1.0 FABRIC �� COMPACTED SUBGRADE CLEAN BACKFILL. ABC EXTENSION (SEED OR MULCH PER SPEC) NOTES: 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. 2. CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING ALL SLOPCS D I STURI13ED BY CONSTRUCTION Town of Morrisville Design Standards Typica 110' Greenway Trail Detail 0) 0 c U o E c rn �a 0 0 -E 'n LU >_ :moo 0�Iti H � h= 70 r�t LL M N � C) CD 6 (n M �2 p h �LOE F- rn w CO Q z o N Z U 0) 1„1 c2 v co �2 rn W F1I[3T 70 ICALE AHE -ET 1 OF 1 1831.11 T.O.M. PROJECT # 15-80000009 Town of Morrisville APPROVED FOR CONSTRUCTION Signature: Date: Town of Morrisville, Town Engineer Date/Initials Engi neeri ng: Planning: other (specify): Signature: Date: Town of Cary Uti I i ti es, Water and Sewer Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours prior to the commencement of any construction activities. SIGNATURE REVISIONS EJ EEEEEEI W 0 a Z a U) 0 Z ad tj0 PROJ.# SWI 191 DESIGN 3' Sln�le 6 J DATE: 7/01 /2015 SCALE N SCALE VER: NTS K MATTING ON BT.OPES DIAGRAM 1 riOrI9: '11,18 C1rAIL VPL113 TO ETRMI, M MAIM, AND FERAIAAEIIT MIL RIIRIII Off NAT jFIAMI I"TrALLA7IIIX. �TA.FLIS iH4LL II ASI. 11 !411111 STIR WIRI RLRWO INTO A "Ll" IMAM W2TH A MINIMUM TAW *20TH OF I sA�H AAD •E17 L612o No E MINU sM LINITH. SIDE SLOPES SHALL BE LESS THAN 3;1 TYP• UNLESS OTHERWISE INDICATED ON LAYOUT PLAINS. CUT AND F ELL BLUFFS SHALL INTO EXISTING SLOPES TO CREATE AN EVEN TRANSITION. SHOULDER 2% MAX. CROSS SLOPE Czople Check Potte L" Staple+, DIAGRAM 0 220 DTTOMLNOUS CONCRETE 1-2 SURFACE COURSE —6,. AGGERGATE BASE COURSE SHOULGER 1,4 �I�"`"'..�•--- GCflTLX T i 1.0 FABRIC �� COMPACTED SUBGRADE CLEAN BACKFILL. ABC EXTENSION (SEED OR MULCH PER SPEC) NOTES: 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. 2. CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING ALL SLOPCS D I STURI13ED BY CONSTRUCTION Town of Morrisville Design Standards Typica 110' Greenway Trail Detail 0) 0 c U o E c rn �a 0 0 -E 'n LU >_ :moo 0�Iti H � h= 70 r�t LL M N � C) CD 6 (n M �2 p h �LOE F- rn w CO Q z o N Z U 0) 1„1 c2 v co �2 rn W F1I[3T 70 ICALE AHE -ET 1 OF 1 1831.11 T.O.M. PROJECT # 15-80000009 Town of Morrisville APPROVED FOR CONSTRUCTION Signature: Date: Town of Morrisville, Town Engineer Date/Initials Engi neeri ng: Planning: other (specify): Signature: Date: Town of Cary Uti I i ti es, Water and Sewer Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours prior to the commencement of any construction activities. SIGNATURE REVISIONS EJ EEEEEEI W 0 a Z a U) 0 Z ad tj0 PROJ.# SWI 191 DESIGN BY: HALLGREN DRAWN BY: CCC DATE: 7/01 /2015 SCALE H OR: NTS SCALE VER: NTS SHEET N0. 8