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Home My WebLink About20252335.tiff I- O O m co co PELICA LL Q X Ne GRADING PLANJ0 � W m a J Q w LL I \ DEX °w cc C COVER SHEET Cl \ OTES C2— C4 EOSIO\ CO\ TOOL DETAILS C5 SIG\ AGE DETAILS WEST AREA W1 OVERALL GADI \ G PLA\ W2— W14 GADI \ G PLANS W15— W16 NOT USED W17— W19 FAIRBA\ '< S D PLAN AND PROFILE W20— W23 VORNING DOVE PLA\ AND PROFILE W24 SNOWY OWL CT PLA\ AND PROFILE W25 FALCO\ CT PLA\ A\ D PROFILE W26 3UGHLEY CT PLA\ AND PROFILE W27— W28 LEDYAD RD S PLA\ A\ D PROFILE W29 \ ICHHAW'< DR PLA\ AND PROFILE EAST AREA W30 CUL— DE— SACS DETAIL PLANS El OVERALL GADI \ G PLA\ W31 \ OT USED E2— E8 GRADING PLANS W32 CULVERT PROFILES E9 — E10 EGRET ROAD PLA\ AND PROFILES W33 DETE\ TIO\ PO\ D W1 PLAN AND DETAILS E11 BLUE JAY DIVE PLAN A\ D PROFILES W34 BETE\ TIO\ POND 4 PLA\ AND DETAILS E12— E13 BLUE HEO\ PLAN AND PROFILES W 0 W35 TYPICAL CHANNEL SECTIONS E14 <ESTREL COURT PLA\ A\ D PROFILES ° W36 NOT USED E15 I \ TESECTION DETAILS Q °w W37— W40 EOSIO\ CO\ TROL PLANS J W41 VISC DETAILS E16 CUL DE SAC DETAILS w W42 SIG\ AGE PLA\ E17 CULVERT PROFILES Z r E18— 20 DETENTION POND DETAILS E21 TYPICAL CHANNEL SECTIONS 0 E22— E23 EROSION CONTROL PLANS E24 EROSION CONTROL DETAILS W E25 SI GN AGE PLA\ EL U1 WEST AND SOUTH OVERALL UTILITY PLA\ U 1 EAST OVERALL UTILITY PLA\ S1 — S3 STOV MAI \ PLAN AND PROFILE D1 WEST AND SOUTH DAI \ AGE PLA\ D2 EAST DAI \ AGE PLA\ 0 0 NOTES: W W 1 . PLEASE SEE PAVEMENT DESIGN BY XXXX (PROJECT # XXXXX) AND w g co o o cc GEOTECHNICAL EXPLORATION (PROJECT #XXXXX) BY XXXXX FOR FURTHER O p °° v x O N a INFORMATION REGARDING ASPHALT AND GEOTECHNICAL INFORMATION. z —I w G 2. ALL LONGITUDINAL STRIPING LINES SHALL BE WATERBORNE PAINT AND ALL W j 2 J § ARROWS, WORDING AND STOP BARS SHALL BE PREFORMED THERMOPLASTIC. z 0 w o - FOLLOW CDOT STANDARD SPECIFICATIONS. p rn 3. ALL WORK WITHIN WELD COUNTY RIGHT OF WAY ON ROADWAYS MAINTAINED z z •. o BY WELD COUNTY SHALL BE BUILT PER THE LATEST REVISION OF THE CDOT w J STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE TESTING OF THE WORK ON WELD COUNTY ROADWAYS SHALL BE PER THE LATEST REVISION OF THE CDOT FIELD MATERIALS MANUAL 4. IT IS ANTICIPATED AT THIS TIME THE PROJECT WILL BE COMPLETED IN A SINGLE PHASE. 5. WHEN EMBANKMENT IS PLACED INTO AN EXISTING SLOPE A 1 ' TO 2' KEY DRAWN SHALL BE EXCAVATED AT THE BASE OF THE EXISTING SLOPE. MEH CHECKED EJW THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DATE DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER811 2/6/2023 LE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN AS SHOWN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY ® PROJECT # LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR FDP21-XXXX SHEET TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE Know what's below. ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Call before you dig. ACCURACY OR COMPLETENESS SHOWN. GENERAL NOTES: UTILITY NOTES: G1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, PROJECT TECHNICAL SPECIFICATIONS, COLORADO DEPARTMENT OF U1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2011, OR AS AMENDED, AND THE M&S STANDARD PLANS DATED JULY OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT 2012, OR AS AMENDED. ALL WORK WILL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, or 811, AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UNREGISTERED UTILITIES ARE TO BE LOCATED BY G2. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESION AT ALL TIMES ONE (1) SIGNED COPY OF THE CONTRACT, AND ONE (1) COPY OF THE STORMWATER CONTACTING THE RESPECTIVE REPRESENTATIVES. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. MANAGEMENT PLAN FOR THE PROJECT. G3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY U2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES AND IRRIGATION SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE G4. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR BY SWEEPING. THE AGENCIES. CONTRACTOR SHALL REPAIR ANY PAVEMENT FAILURES CAUSED BY THE CONTRACTOR'S CONSTRUCTION. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE WORK. U3. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE THE TIMELY RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND UNFORESEEN IMPACTED UTILITIES. THE UTILITY WORK SHALL BE INCLUDED IN THE CONTRACTOR'S G5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND SCHEDULE. PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL TRAFFIC CONTROL NOTES: BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO Ti. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO EFFECTING TRAFFIC FOR APPROVAL. THIS TRAFFIC CONTROL OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING FOR ADDITIONAL INFORMATION. PLAN SHALL INCLUDE DETAILS ABOUT MAINTAINING ACCESS DURING CONSTRUCTION, ONE ACCESS SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. THE G6. THE CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE R.O.W. AND EASEMENTS INDICATED ON THE PLANS. THE CONTRACTOR SHALL KEEP EQUIPMENT AND CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED TRAFFIC CONTROL PLAN. MHT MUST BE SIGNED BY A TCS THE MATERIAL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OTHER AGREEMENTS WITH PROPERTY OWNERS AS DEEMED CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. ALL ROAD NECESSARY. CLOSURES EXCEEDING 72 HOURS MUST BE APPROVED BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS. G7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY WORK IN FRONT OF THEIR PROPERTY AND/OR THEIR DRIVEWAY. T2. CONTRACTOR SHALL OBTAIN A RIGHT OF WAY PERMIT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR ACTIVITIES WITHIN THE COUNTY ROW. CONTACT AMY MUTCHIE AT (970) 304-6496 EXT. 3764. G8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE PROJECT. T3. CERTIFIED FLAGGERS WILL BE ALLOWED WHEN NECESSARY FOR CONSTRUCTION DURING DAYLIGHT HOURS. TWO 12 FOOT LANES PLUS TWO 2 FT SHOULDERS MUST BE G9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCITON. ESTABLISHED TO ACCOMMODATE TRAFFIC DURING ALL NIGHT TIME HOURS. G10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMTED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND EARTHWORK NOTES: SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TRENCHING. El. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST FOR THE DUST PALLIATIVE WILL NOT BE MEASURED G11.THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF CONSTRUCTION AND/OR TOES OF SLOPES AS SHOWN ON THE AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE). PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF E2. DEPTH OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR STAGING OUTSIDE THE FULL DEPTH OF ALL EMBANKMENTS LIMITS OF CONSTRUCTION SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE PROJECT INSPECTOR. BASES OF CUTS AND FILLS-0.5 FEET G12.THIS PROJECT IS CLASSIFIED AS NON-SIGNIFICANT PER CDOT'S SPECIFICATIONS. E3. EXCAVATION REQUIRED FOR COMPACTION OF BASES CUTS AND FILL WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. CONSTRUCTION NOTES: E4. PRIOR TO PLACING ANY EMBANKMENT, THE SUBGRADE AREA SHALL BE THOROUGHLY SCARIFIED 12 INCHES DEEP, AND WELL MIXED, AND ADJUSTED TO A MOISTURE Cl. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO ADDITIONAL PAYMENT WILL BE MADE FOR CONTENT WITHIN TWO PERCENTAGE POINTS OF OPTIMUM AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM RELATIVE COMPACTION (AASHTO T-99) DRY DENSITY, DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY IN ACCORDANCE WITH SECTION 203.07 OF THE CDOT STANDARD SPECIFICATIONS. ABC SHALL BE COMPACTED TO 93% OF THE MAXIMUM RELATIVE COMPACTION DRAIN THE JOB SITE THROUGHOUT CONSTRUCTION. (AASHTO T-180) DRY DENSITY. C2. THE CONTRACTOR SHALL ADDRESS LOCAL DRAINAGE DURING EACH PHASE OF CONSTRUCTION. THIS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. E5. CDS ENGINEERING (PHONE #970-667-8010) PROVIDED THE GEOTECHNICAL REPORT (PROJECT #18-9282) FOR THE PROJECT, DATED JULY 13, 2018. CDS ENGINEERING ALSO PROVIDED THE PAVEMENT DESIGN (PROJECT #18-9282.1) DATED 10/5/2018 C3. ALL BACKFILL MATERIAL AND EMBANKMENT SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND TECHNICAL SPECIFICATIONS AND THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, EXCEPT WHERE NOTED OTHERWISE. C4. TYPE OF COMPACTION FOR ABC CLASS 6 WILL BE AASHTO T-180. THE TYPE OF COMPACTION FOR ROADWAY EMBANKMENT AND THE REMAINDER OF THE PROJECT IS SURVEY NOTES: AASHTO T-209/ SECTION 203 OF CDOT RED BOOK NOTE G1. Si. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND RESET IF DAMAGED. C5. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING, BUT NOT LIMITED TO, DRIVES, FENCES, RETAINING WALLS, TREES, VEGETATION, AND ENVIRONMENTAL NOTES BURIED IRRIGATION. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITH 48 HOURS OF NOTIFICATION BY THE EN1.ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA WILL BE CLEAN OF NOXIOUS WEEDS AND WILL BE SUBJECT TO INSPECTION. ALL VEHICLES WILL BE OWNER. WASHED THOROUGHLY TO REMOVE DIRT, PLANT MATERIALS AND OTHER FOREIGN MATERIALS PRIOR TO ENTERING THE PROJECT SITE. NOXIOUS WEEDS OBSERVED IN AND NEAR THE CONSTRUCTION SITE SHALL BE TREATED WITH HERBICIDE OR MECHANICALLY REMOVED PRIOR TO ANY GROUND DISTURBANCE. SOIL SUPPORTING C6. THE CONTRACTOR SHALL NOT ALLOW EXHAUST FROM EQUIPMENT TO EXHAUST DIRECTLY ONTO VEGETATION. CONTRACTOR SHALL REPLACE DAMAGED VEGETATION OR NOXIOUS WEEDS OF MORE THAN 10 PERCENT SHALL NOT BE USED AS TOPSOIL DURING REVEGETATION EFFORTS. TREES WITH IN-KIND VEGETATION OR TREES AT THE CONTRACTOR'S EXPENSE. EN2. A QUALIFIED BIOLOGIST SHALL CONDUCT A BIRDS OF PREY SURVEY PRIOR TO START OF ANY CONSTRUCTION THAT IS PLANNED TO OCCUR BETWEEN FEBRUARY 1 C7. BREAKPOINTS ON SLOPES AND IN BOTTOM OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE. AND AUGUST 31. THE SURVEY SHALL BE CONDUCTED NO MORE THAN 7 DAYS PRIOR TO CONSTRUCTION. IF AN ACTIVE NEST IS OBSERVED WITHIN THE RECOMMENDED 50 FOOT BUFFER AREA, THE CONTRACTOR SHALL INFORM THE CDOT PROJECT ENGINEER. THE CDOT PROJECT ENGINEER WILL CONTACT THE CDOT REGIONAL BIOLOGIST C8. THE FOLLOWING SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER: A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH AND A SHORT SKI OR SHOE. FOR GUIDANCE AS TO WHETHER ACTIVITIES NEED TO BE MODIFIED OR LIMITED IN CERTAIN AREAS OF THE PROJECT IN ORDER TO COMPLY WITH THE CPW RECOMMENDED BUFFER ZONES AND SEASONAL RESTRICTIONS FOR COLORADO RAPTORS GUIDANCE. C9. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED PER THE TYPICAL CROSS SECTION, USING A SAW AND OR ROTOMILL OR OTHER METHOD AS APPROVED BY THE ENGINEER, TO CREATE A CLEAN CONSTRUCTION JOINT. THERE SHALL BE NO SEPARATE PAYMENT FOR SAW CUTTING. THE EN3. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN COLORADO, MOST CONTRACTOR WILL BE REQUIRED TO PAINT THE EDGE WITH DILUTED EMULSIFIED ASPHALT (SLOW SETTING) PRIOR TO PAVING OPERATIONS. THE RATE OF APPLICATION NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. SHALL BE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. C10.ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE THE SUCCEEDING LAYER EN4. CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG IS PLACED UNLESS APPROVED OTHERWISE BY THE OWNER'S REPRESENTATIVE. HAVE FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE C11.A TACK COAT IS REQUIRED PRIOR TO THE PLACEMENT OF SUBSEQUENT LIFTS OF HMA. CLEANING AND PLACEMENT OF TACK COAT WILL NOT BE PAID FOR IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE HMA. POSTPONE PROJECT CONSTRUCTION. C12.THE CONTRACTOR SHALL NOT LEAVE A VERTICAL EDGE NEXT TO TRAVELED WAY DURING CONSTRUCTION. ALL SLOPES SHALL NOT BE LESS THAN A 3:1 TAPER. DEVELOPMENT REVIEW NOTES: 1. ALL WORK WITHIN WELD COUNTY RIGHT OF WAY ON ROADWAYS MAINTAINED BY WELD COUNTY SHALL BE BUILT PER THE LATEST REVISION OF THE CDOT STANDARD C13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE TESTING OF THE WORK ON WELD COUNTY ROADWAYS SHALL BE PER THE LATEST REVISION OF THE FOR CLARIFICATION. CDOT FIELD MATERIALS MANUAL. C14.THE CONTRACTOR SHALL MASK ALL SIGNS CONFLICTING WITH CONSTRUCTION SIGNING. THE MASKING OF SIGNS WILL NOT BE MEASURED AND PAID FOR SEPARATELY 2.ALL WORK WITHIN WELD COUNTY RIGHT OF WAY ON ROADWAYS NOT MAINTAINED BY WELD COUNTY SHALL BE TESTED PER THE LATEST REVISION OF THE CDOT FIELD BUT SHALL BE INCLUDED IN THE COST OF THE WORK. MATERIALS MANUAL. C15.CONSTRUCTION SHALL FOLLOW THE PHASING PLAN. ANY VARIATIONS SHALL BE SUBMITTED TO THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION FOR APPROVAL OR REJECTION. C16.ALL DETOUR PAVING SHALL INCLUDE, BUT NOT BE LIMITED TO, ASPHALT, ABC, EMBANKMENT MATERIAL, TEMPORARY CULVERT EXTENSIONS, AND ANYTHING ELSE REQUIRED TO SAFELY ACCOMMODATE TEMPORARY TRAFFIC AS DIRECTED BY THE ENGINEER. NA sr MATERIALS HANDLING AND SPILL PREVENTION THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL HANDLING, SPILL PREVENTION AND SPILL CLEANUP. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES WHEN A SPILL OCCURS. THE FOLLOWING ARE RECOMMENDED GUIDELINES FOR THE CONTRACTOR AND SHALL NOT REPLACE GOVERNMENTAL REGULATIONS: 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. CONCRETE WASHOUT STRUCTURE: CONCRETE WASHOUT STRUCTURES ARE USED TO CONTAIN CONCRETE AND LIQUIDS WHEN THE CHUTES OF CONCRETE MIXERS AND HOPPERS OF CONCRETE PUMPS ARE RINSED OUT AFTER DELIVERY.THE WASHOUT FACILITIES CAN BE CONSTRUCTED OR 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. READY-MADE. ALL WASHOUT FACILITIES CONSOLIDATE SOLIDS FOR EASIER DISPOSAL AND PREVENT RUNOFF OF LIQUIDS. THE WASH WATER IS ALKALINE AND CONTAINS HIGH LEVELS OF CHROMIUM,WHICH CAN LEACH INTO THE GROUND AND CONTAMINATE GROUNDWATER. IT CAN ALSO 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED F='' ;_' TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, MIGRATE TO A STORM DRAIN,WHICH CAN INCREASE THE PH OF NEARBY WATERWAYS AND HARM AQUATIC LIFE. STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE • THE CONTRACTOR SHALL DESIGNATE A CONCRETE WASHOUT AREA AND SHALL INSTALL THE WASHOUT A MINIMUM OF 100 FEET UPSTREAM CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. FROM A STORM DRAIN, STREAM, POND OR WATERWAY. • THE FACILITIES SHALL BE CLEANED OUT ONCE THEY ARE 2/3 FULL OR NEW FACILITIES BE CONSTRUCTED TO PROVIDE ADDITIONAL STORAGE. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION • ADDING SOLVENTS, FLOCCULENT, OR ACID TO WASHWATER IS PROHIBITED. INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE • PERMANENT DISPOSAL OF CONCRETE WASHOUT WASTE ON THE CONSTRUCTION SITE IS PROHIBITED. DISPOSAL OF WASTE SHALL BE IN A RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. LEGAL MANOR. 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING CONSTRUCTION SITE LIQUID AND SOLID WASTE MANAGEMENT: BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES, INCLUDING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL SANITARY WASTES, MUST BE PROPERLY MANAGED AND DISPOSED OF TO REDUCE THE RISK OF POLLUTION. PRACTICES SUCH AS TRASH DISPOSAL, PERIOD OF TIME. RECYCLING, PROPER SANITARY FACILITY MAINTENANCE,AND SPILL PREVENTION AND CLEANUP MEASURES CAN REDUCE THE POTENTIAL FOR STORMWATER RUNOFF TO MOBILIZE CONSTRUCTION SITE WASTES AND CONTAMINATE SURFACE OR GROUND WATER. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE • THE CONTRACTOR SHALL DESIGNATE ONE AREA FOR CONSTRUCTION VEHICLE REFUELING THAT IS AT LEAST 100 FEET AWAY FROM A STORM KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION DRAIN, STREAM, POND OR WATERWAY. CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING • TEMPORARY SANITARY FACILITIES SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING WATERS, ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, AREAS OF HIGH TRAFFIC,AND AREAS SUSCEPTIBLE TO FLOODING. WASTEWATER GENERATED FROM SANITARY FACILITIES SHALL NOT BE LANDSCAPING, ETC .) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. ALLOWED TO FLOW INTO STORM SEWERS AND DRAINAGEWAYS. ONLY LICENSED HAULERS SHALL BE AUTHORIZED TO DISPOSE OF WASTE. FACILITIES SHALL BE SECURED TO PREVENT OVERTURNING IN AREAS SUSCEPTIBLE TO STRONG WINDS. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: • CONSTRUCTION WASTE SHALL BE SEGREGATED PROPERLY INTO VARIOUS CATEGORIES SUCH AS HAZARDOUS MATERIALS,TOXIC LIQUIDS AND NON-HAZARDOUS MATERIALS. • CONTAINERS OF LIQUIDS SHOULD HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM DRAINAGEWAYS, STORM DRAINS, RECEIVING A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR WATERS,AREAS OF HIGH TRAFFIC,AND AREAS SUSCEPTIBLE TO FLOODING. CONTAINERS SHALL ALSO BE PROPERLY LABELED. RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. SPILL PREVENTION AND CONTROL: SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN (SPCC)SHALL CLEARLY STATE MEASURES TO B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE STOP THE SOURCE OF A SPILL, CONTAIN THE SPILL, CLEAN UP THE SPILL, DISPOSE OF CONTAMINATED MATERIALS,AND TRAIN PERSONNEL TO EROSION CONTROL INSPECTOR. PREVENT AND CONTROL FUTURE SPILLS. SPCCS ARE APPLICABLE TO CONSTRUCTION SITES WHERE HAZARDOUS WASTE ARE STORED OR USED. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. HAZARDOUS WASTE INCLUDES PESTICIDES, PAINTS, CLEANERS, PETROLEUM PRODUCTS, FERTILIZERS,AND SOLVENTS. • THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A SPILL PREVENTION, CONTROL AND COUNTER MEASURE PLAN IN CONFORMANCE WITH 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL STATE AND FEDERAL REGULATIONS. OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. • SPILLS SHALL BE CONTAINED AND CLEANED UP AS SOON AS POSSIBLE. • RESIDUALS LEFT OVER FROM THE CLEAN UP ACTIVITY, SUCH AS ABSORBENT PADS OR CONTAINERS OF SPILL MATERIAL, SHALL BE DISPOSED OF 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL PROPERLY. MATERIALS BY THE END OF EACH WORKING DAY. • PROPER SPILL AND ILLICIT DISCHARGE REPORTING PROCEDURES INCLUDING CALLING THE APPROPRIATE STATE AGENCIES SHALL BE FOLLOWED FOR BOTH HAZARDOUS AND NON HAZARDOUS MATERIALS. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND • SPILLS SHALL NOT BE WASHED DOWN INTO THE STORM DRAIN OR BURIED ANYWHERE. LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. THE CONTRACTOR SHALL REFER TO THE STATE AND FEDERAL SPILL GUIDANCE MANUAL(SGM) FOR ADDITIONAL REQUIREMENTS. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. COUNTY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. A. BELOW ALL GUTTER DOWNSPOUTS. B. OUT TO DRAINAGE SWALES. C. ALONG LOT PERIMETER. D. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. AS SHOWN AS SHOWN 12"(30cm) 1 CHANNEL STAPLE PATTERN 4"(10cm) INSTALLATION GUIDE tiA _ `= `' DETAIL 2"-s" B III-III ;•;�i►�?`;4;��►•:\:�:�!!i��:?►�� ,�;�•,i`up`�►,•,►��.i'` 1,-... 2t1_GII 1It-Ctt 111-C1t 611 - - �1�\,r/�, G;.4p;o�„.,.�_t> J G J G J . I 1-III 1 en ' _ ., -i- _:: . -' ► - - -I I IE11 = 11E-1 I 1 \-\�\;z,- - (5-12.5cm) (5-12.5cm) (5-12.Scm) (5-12.Scm) (15cm) I I-III 0:; I I-I I-I I 118 �\\\ =III- (15cm)V 4"(10cm) 3' 3' 1 II11 :, II-III= 1-11=11 II1= �=1 II I I I I 11 . .�... ..Mil ��I 1 (0.9m) (0.9m) 5 2 17/ 6' 1 • 6' 7 1. Prepare soil before installing rolled erosion (1.8m) T ...f..(1.8m) .10 • 4:1 Slopes (A) 6" 3.3'products (RECPs), including any 3.3' ! 3.3' (15cm) necessary application of lime, fertilizer, and Om) 1.6' (1m) seed. 2►1_G11 2. Begin at the top of the channel by anchoring ' • • ' (0.5m) • • 3:1 Slopes (B) (5-12.5em) the RECPs in a 6"(15cm) deep X 6"(15cm) li W W W W W W WW WW W wide trench with approximately 12"(30cm) of 3.3' WWW WWWW W W :�� WWW W WWW W RECPs extended beyond the up-slope portion 1m W W ( ) • 2:1 Slopes (C) W WW > > W W W W W �, of the trench. Use ShoreMax mat at the 4"-6" W W WW W W'i; W W W 'd,riifiM '�iritt ceei channel/culvert outlet as supplemental scour • W = 111 I III 1 1 1=1 protection as needed. Anchor the RECPs with (10-15cm) W W W W WW > > 3 W WWWWW WW _ _ _ 1:1 &Steeper Slopes (D) - W W ;6. W a row of staples/stakes approximately Q - W WWW W WW l!/ '.� > > r,� W W WWWWW -I I-III- I- 12"(30cm) apart in the bottom of the trench.de, =1�- W W W W 1 '�'-'-' \ �� W W W WWW 6 Backfill and compact the trench after stapling. ►e ;, :,;5:, 5':, W W W W ! ill W W W W 0.7 Staplesper SQ.YD. 1.15 Staplesper SQ.YD. ;v►;;•,,,.•,,•,, •,;5•• „ -I W /i. , W W W Apply seed to the compacted soil and fold the p p Q Medium/High Flow Channel (D) =1 1 1E 1 1 1 1 111-1 WWWWW W �W WWWWW remaining 12"(30cm) portion of RECPs back -I 1 1=1 1 1- 1 1- W W W W WW- Iii W W W W W W over the seed and compacted soil. Secure 4 W W W'!r %•% W W RECPs over compacted soil with a row of W W W WWW'„11` N •`„*O - ,W W W W W W W W W staples/stakes spaced approximately 12" apart ° High Flow Channel And Shoreline (E) WW WW WW WW W .. \ ,`►,�►��►��t " WW1** WWWW Wacross the width of the RECPs. WWW Wr�, �, '►�`�'►� \ W WWW W W 3 bo 11 c rater channes l in dRECPs of wutnrollowi in 2"_5" - - 2"-5" _ ► ► ► 2"-5" - 21t_Gtt W r1 11 r' �1 Ws%`•. "�,� if W JJW •f j %% °� W W W W W (5-12.5cm) (5-12.5cm) (5-12.5cm) (5-1.2.5cm) n.WWW WW �!\ " n **** W W WWW appropriate side against the soil surface. AllW W WW WW W!y, , �` ,`,'j, ;', ,W W W WW RECPsmustbesecurelyfastenedtosoil21 -� 0 2 O OQ 02' O Q 10"h� �, - surface b lacin sta les/stakes in11 W W W 'ry l� � '►�` ,`,`, -1 - - y p g p (0.6m) (0.6m) 1 (0.6m) (25cm) I= r�� ,`,`,'j,'j,'► -1 � r, I- - appropriate locations as shown in the staple 4 4 4 AI. I I-III ,►!,;•�,;,;..,,..,. .; %/r': I=111 `` III=11 ��N = pattern guide. • ' • /�' 0 ' Q Q Q ' Q ' Q O Q .... ,._►..:,•,.; I= I= I ��c Ilr III- .,te1 I r! (1.2m) (1.2m) (1.2m) 11-111-I c•,�p- - - - - ,1, •�a►- - 4. Place consecutive RECPs end-over-end 6 _ - - -'... I-1 I r III=1 I:ice - _ _ - - - �� il'� _ - (Shinglestyle) p 20" 0.5m ( ) -111 1 - 1 111 1 1 l I1I "Tff �S- I= I= with a 4"6" overlap. Use a 1.6' t► ( ) 20" O.Sm ( ) 1 E11 II �:;'; ____ - - •. II- -II E., �% ' _ _ 0 5m 15cm -1 1- 1 - - - ��-- I III-l '.�� I ( I- I- double row of staples staggered 4 apart and • ( • ) / O O O Q 4 O O O Q 1-1 �•�;11-111-III- I I I I I '' -111-111-, 1I I I- 4"on center to secure RECPs. , 1=1 -1 I E1 1 1- 5. Full length edge of RECPs at top of side slopes 3.3' 3.3' 10"(25cm) - I I: 8 111-111-111-111-111 111 111 111 1 1 111 111 I must be anchored with a row of staples/stakes (1m) (lm) approximately 12"(30cm) apart in a 6"(15cm) 1 • • 1 4 Q Q Q Q l ' Q Q 0 Q deep X 6"(15cm) wide trench. Backfill and H43.3' compact the trench after stapling. CRITICAL POINTS 6. Adjacent RECPs must be overlapped • ' O Q Q Q „ 0 0 0 (1m)0 Q A. Overlaps and Seams NOTES: approximately 2"-5" (5-12.5cm) (Depending on B. Projected Water Line *Horizontal staple spacing should be altered if RECPs type)and stapled. C. Channel Bottom/Side Slope Vertices necessary to allow staples to secure the critical 7. In high flow channel applications a staple check slot is recommended at 30 to 40 foot (9 1 0 0 0 0 • 0 0 0 0 A A points along the channel surface. -12m) intervals. Use a double row of staples \(- B staggered 4"(10cm) apart and 4"(10cm) on 1.7 Staples per SQ.YD. 3.4 Staples per SQ.YD. 3.75 Staples per SQ.YD. NOTES: C / 1 i 1B C/ I **In loose soil conditions, the use of staple or stake center over entire width of the channel. lengths greater than 6"(15cm) may be necessary to 8. The terminal end of the RECPs must be * Use ECMDS for more accurate staple properly secure the RECPs. anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) pattern selection. Drawing Not To Scale deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. NORTH Disclaimer: NORTH Disclaimer: AMERICAN The information presented herein is general design information only. For specific applications, consult an AMERICAN The information presented herein is general design information only. For specific applications, consult an GREEN independent professional for further design guidance. GREEN' independent professional for further design guidance. 5401 St.Wendel-Cynthiana Rd. PH: 800-722-2040 5401 St.Wendel-Cynthiana Rd. PH: 800-722-2040 Poseyville,IN 47633 www.nagreen.com I Drawn on: 5-4-17 Poseyville,IN 47633 www.nagreen.com I Drawn on: 5-4-17 Drawing Not To Scale GRADE BREAK POINT 15' MIN - RIPRAP - RE PLANS, SECTIONS AND DETAILS VARIES \ v��j��j��j -2-7- - �iOooO // .D000Do0o2.6o. � � � D CL _ • BOTTOM OF POND /\ 000�0�00�0• - - ;. Di /: _Y��`._LOB c-��i- Z_ /- �_i �0qo ♦o0o0o 30' MIN 0�0001o� 0.0% O O 0L/0L/00L/0L/0L/0L/0L/ e/ ii A// MIRAFI FW300 FABRIC c %flo0o0o0o0o0o0oDo0o0c--7 ��` ' UNDER RIPRAP �`��, O�O�O�O�O�O,Or-, 0 „��j��j c��o0o�0o0o0oDo0o0o >�� '�•i��i �O�000 0�0000�00� ��. TYPICAL POND RUNDOWN DOWN PROFILE AS SHOWN 3 0 STREET W1-1 R1-1 STREET NAME SIGN PER 2' MIN. LATERAL STOP DETAILS CLEARANCE BEHIND CURB AND/OR SIDEWALK 2' MIN. LATERAL — CLEARANCE BEHIND SET WITH TWO TL-3806CP 4 - WAY SET WITH TWO TL-3806CP CURB AND/OR DRIVE RIVETS AND WITH R1-3 DRIVE RIVETS AND WITH SIDEWALK 1 G APPROPRIATE WASHERS O APPROPRIATE WASHERS W13-1 J O M.P.H. O 0 O 0 TELESPAR POST 12 GAUGE 0 TELESPAR POST 12 GAUGE 7' MIN. O 1-3/4" X 1-3/4" X 10' 1-3/4" X 1-3/4" X 12' O O 6' MIN. O 0 0 3/8" CORNER BOLT WITH 5/16" 0 3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOTf ° NUT (RIVET ATTACHMENT NOT ALLOWED) ✓ — ALLOWED) 4TO5" r 4T05" r ,i' 4,I I 111—III—I II: II � 1-j yi—I — — —I i = III— I—I —I I G I— - =11I= ° 'II-I1I-I1 - Q 1=111E111=111= OI�I-III II ' -1-I 111-111-111 Ii II; -I < 111-I11_I11_ . 4 ., . —I I— II o 4 ' e I—III—III o 3' STUB III-1 II i- 3' STUB III_1II 1 11 1 I IP II l r O =111-1 111111 111 ° 2" TELESPAR ANCHOR 0 2" TELESPAR ANCHOR ° (WHEN SET IN CONCRETE — (WHEN SET IN CONCRETE USE A 4" PVC PIPE) USE A 4" PVC PIPE) NOTES: 1111 i ,,./ =:11cli NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF 90°AND BE VISIBLE TO APPROACHING TRAFFIC. 1. SIGN SHOULD BE SET AT AN ANGLE OF 90°AND VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS. 1=200' TYPICAL STOP SIGN INSTALLATION TYPICAL DIAMOND SIGN INSTALLATION reeleDETAIL NO. S-46 ? -ree1ey ✓ DETAIL NO. S-43 Great.From the Ground Up. Great.From the Ground Up. DATE. JULY, 2015 SCALE. N.T.S. DATE. JULY, 2015 SCALE. N.T.S. THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER • UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY r LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE OVEI?ALL GRADING PLAN ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Know what's below. ACCURACY OR COMPLETENESS SHOWN. 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SLOPE `7 S/pF Shfr Q �7 7/ fcr _— �� F fc-4/ fcti E \ AL,, \ � �\ \_ •\_ i O O © Iftil ' K.,16., !': U Q �v / O o- Q p L ;O O 2,.... i LOT GRADING TYPE A S/D �� LOT GRADING TYPE B S0/ �� ALL DRAINAGE TO STREET Sw�CE�� A DRAINAGE BOTH TO STREET sWq/,:. ,��_300' AND TO REAR LOT LINE \a A 0 300 600 900 LOT GRAWNG TYPE 4 LOT GRADING TYRE 1 NOTES: 1.THERE ARE EXISTING SUMPS THAT ARE LOCATED THROUGHOUT THE DEVELOPMENT. ALL HOME CONSTRUCTION MUST BE KEPT OUT OF THE SUMPS. 2. POSITIVE DRAINAGE AWAY FROM THE FOUNDATION AND WINDOW WELLS MUST BE MAINTAINED AT ALL TIMES AND ON ALL SIDES OF THE FOUNDATION. / 3.THE ABOVE DETAILS ARE FOR REFERENCE ONLY,A LOT SPECIFIC GRADING PLAN SHALL BE PREPARED AND APPROVED PRIOR TO THE START OF CONSTRUCTION. \ t/ \ / r THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR 811 TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE 61?ADING PLANENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Know what's below. 0 500 100 150 ACCURACY OR COMPLETENESS SHOWN. Call before you dig. 1 W -77 /17/ -t7 /77 ATCH EXISTING AT-CL '$;Ef; ' .! � l � \ \ (/) aff ' r � I ! \ I BEGIN TRANSITION TO EX EOA & EOS LOT202 \ I 3.642ACRES � - -- T i gar \ � DEFLECTION POINT //// \\\N\ 41 \ gio\.,,(10111.(e5:;-- /// / 1 I „, ( I 27 ‘,\ TRACTB / / / \ i 39.553ACRES ` y;, \ \ \ \__ (1722,922SQ. FT) \ 1 \ / // / \ A I fg4915.87 / V A C / /\ f14915.87 I \ \ / �— � f14917.87 zz /17 �' 907ACRES I • my m 914.60 .'_...i4s)V / —" to; ) I / A �l inv out491 4 .25 •044• 4 - .� <� f14905.00 LOT 203) 1.479ACRS %✓? (64,432 S@�FT.) / I � ' :•: ,� fl 4904.00 //* ///1 I TYPE "L" RIPRAP ,-►'` 1 � � , \\/ D50=9" ( �' I, Lp=24', 1a=9', DEPTH=18° �' �• �� voriit*"'Pi Fr 1 LOT219 fl 4908.00 1. 81 ACRES \ , (60'165 SQ. FT) s, ‘„ _ vslko 1 4 _ 17 ) ` '11 \\\ ir 644%,*1 f14900.37 1 jr 4032 fl4924.50 �' • �% 7 S\.**14**:*+.' 1 =50 � � — LOT204 — (� �'J ^ � � � � \ 1.197A;�ES fit- i (525 SQ. FT) 1111111FIN � i :ACT THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST INlI-I-/iet-'g!'ll!'l7s'\:ll-' l1-2I;'i;':!t;':1 '- THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Know what's below. 0 50 100 150 ACCURACY OR COMPLETENESS SHOWN. Call before you dig. m m m \ \... • / / / // , i fj / , ) 1 \ i/ r\ . � / \ - fI 4924.50 � 1/ , IllinammiL_ \ A v/ / -v „ i N ----....••••. ,........ ,); )\ 1 / 0-1, ,,_ o w-i7 1.197 AOES / - -____ a i ----V Ill ( I ACT C / 7 / _______ ._ ...____ N A \( I � u. 4 . _,___, (52.125 SQ. FT) \ / ----- o // __ � I Miff . �83.489 SQ. FT) 'r ,, r " � o LOT220 , � I .. / i _,/ �- lot\,‘, -� �. j _....., � � �___ / . l 1.168ACRES I I i ifilla Z--- / ll 1,1 fl 4917.00 ,• / (50,861 SO FT.) I • I � Y 10 ------ ,.., r 2./ . i, " .. 1 2 _\ lif ( / , � � 2r, I f14897�0 N,� I I ) / - fik__,_______ .....- ,......._ __„ - t o - �-� - Alik. fl 4900.50 Ig"'"7„....,...-vv"--- ...4...,,,,.. ..1„,L3A ---4,,,..fiz44,1214. '6' ,:k.,...7 , 4e: , ) / a ..„....,..:61111........ ...-.;•• 7Tho. ,,A." ---•••••-•10.• 4L-s, ..---: •fr . -•• . . 0 0 liffir4-4,41,- .15"4".W. .*- V V***MAN k, 'I Mard5V. ....,F V 21,ill II II I I I r04.0f10*. 1 i . ,. 41 o 7/if l \ ler, ' . , 0, ' \ • \ • ',PA I 4.41,,,4 4'4 ,• IA j �' '� f14918.24 \ � ` ��.� � / \ / �,��/ 0 - -% 1�``� �� -,,,,41 I �I ( f14918.24 I f14920.24 � ' \ � ell o f V �fl 4909.0 i A � \ � '- fl 4896.00 �� I � � N N `. t• �� \\ '9�0 \ \ fl •893.50 \\\ , 1 \ f14918.10 �'/ V �� ., \ � I � � � LOT 7 � ,i� �' � � � �� b4920.10 L�22� � \, , :•::;4) #4,,- , . . � � � \ � � � � 1.220ACRES o 1,606�1C�S� �. � "::: � '�► TP A � � A � 1(69,958 SQ. FT.JN � A 4,,. ,/ . )- \ \ ‘. ,,,,/: --,, • , 4j, -\<0 •#° IF3 0 \ \ \ ‘C) 22 \) I ) 1 '• � � A � � 0 2.12`6ACRES\ � A1 1 1 : A a o //.." \ oo \ \ (92,59 SQ.`.FT.J � 1 NI "N• \3# \ \ \ r N O • � y \ I 4000,100/000_,A, � ��0 � _ inv out 4911.9 �� l& A Lil :I ,_r 4tirir..... m.-. •zwiroariva-..iffor vs.-- -varArAL.,-----. drimmitielAll -00/ r (�\ ) f14915.00 �� . ti� �o A� '� o \ ' \ \ \V\ \ \ \ �� i „ �rk;16: It■■fie Air • !■■■■IYr71 1111. ,.A. aR� Iii -- __41..„.„,____It:,4itil�, ® � \ ,00,0001,*09-....aupp-' ' f1489- � f14910.30 �- ®® -------Adi" ti:/ii#e"1111-1( :9: 111.11T.. - • -., -____, 4H g -,7,1 4 IP II I 1 � �i /- � r // /11/ \ , �/ //1.4,',/, _,4, �- fg49 .06• • 11 ,fl4„0. �0 7 ,,,- eos, \ i 9) 0 1 '411 A 4 \ \ \ \ ,, , , , . 1 , \ ,i. , C 7 .. /1,r; \''' ' \\\\\ ---, I \\ \ \ \ \ A z, \ 1 1 .......„ !il\t\ 1 \ \\ \ \ / M \ \ \ ) �� \ 1.568ACRES \ � \ E -___\__ (68,312 SQ. FT. \ � � LOT206 � �'� � ,. � \ \� f14913� �00 f149 .955�491.3.25 \ \ ` \ \ \ 9.099ACRES if � �� _ � \ � 'I �� r iimirl iiIP'1° ,..' 1! \ \ \ \ \ ‘'‘. N � (47,877SQ. FT.J .li , \ \ , V � rieirarliii �743 SQ. FT.J\ i \ � \,\ ,\ \ \\ i \ N -� / a9z5% it / \ \ \ L T222 \ \ V � \ \ \ \ t :T- / N \ \\. \ , L 9.Pk ACRES V 111 _ ( (49,140 SO FT.) 1 \ \ \ \ 1\ / AIP --- - -- - 111 1°1 ' --- ,.) ,!! to s„..-- i \ \ \, \\\ \ \ \ \ '‘\,,, \ \ N i1 \ T__440111ii,_ -- --H . iiil ( , \ 1 �f14921.00 I ) \ \ ‘1 V \ \ \ \ \ i , \ \ itil,\II \ \ 4930\ \ illh lift , , 0 :.,____0‘.. .iii,i01.).1„....c._„„rove , ,,,A: 942ACfgESI mil • ir 1. 1 1 j ) )1i ip// ,.../;?5,17 4 1 931 �l 1 : 1„ \li,/,i \ \\\ \ \ \71 it i ‘, \ I � � , c ��/ ( r \ 1 \ , I \ \ v \ Ii _il,/ ____\ \ 1I z � ___ \ II _ c i / / „, , U N i , _ / I0\ co �I 1 A • VJ / III \ \ 8. kl , . ( ( _ • \ I I \ I �, „, �- V \ \ A \ \ 4 _ , \ # -- ., \ I -IiiI1 ��l %IA 11 _, f14922.00 1 ill" _ _ A LOT207I \ LOT? 3 \ LOT \ \ \ \ �•r23 \ 1 \ \ . 1II 11-111- N. 1.202ACRES III IIPI1 . _limiii\ ill 1 Ors - ;;• .. 9 ACRES 52,356 SQ. FT.) P. II PP- (5 7»SQ. FT.) VV ( 499 1 L‘ :I ��I�� VA . ( 425S��T�-a0zc •�� f14930.93_ A� 4 _ __ i THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR 8 \1 II\ TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY:: S:NI.LITY FOR THE Know what's below. 0 50 100 150 ACCURACY OR Cal l before you dig. \ ( Z \ \ ()\ , N 1 I GRAI):_INGI,LAN \ \ ( ( \ I o- - \ � I • \ c: I ---- -_ fl 4922.00 I \ \ \ iii \ \ LOT 207 _. - - - - - - '� LOT?,�3 � \ \ LOT 226 \ \ \ \ L T23 \ \ 1 \ JJ \ 1 ' �� \ >.202ACRES �_ IIII .r,.. II ►. \ \ \ Q \ \. ( / ) �.U33ACRES �.64PACRES I (44,988 SQ. FT) �' p (52,356 SQ. FTJ p . \ \ ( 9,425 FT.J \ - - \ III f14930.93 \ \ \ Ir 11 \1 I v v v , \ , ,' \ \ \ 4930 i-__. 'N 1 \ V V \ \\ \ II \ \ \\ \\\\\ \\ \ \ \ \ \ V 0 \ li \ ' fl A 929 40+9 ii A Pular \ l' \ 1! N \ \ \ '.' *Ili 7 \ / - li ' ' \ \ \\ \ \ \ \ K \ \ *IINIIII \ \\ \ \ \ \ \ \ ,,,, 1 \ \ \ \1I \ \ \ \ \ \ \ \ \ \ \ 1 � � i I \ > > > \i11 I '' � 1 \ \ \ r f1492R.00 \ \ \ \ \ \ .-----„N \ \ \' \ /\5C9Q1 \ \ \ \ ---- '' : : N '''' A \ 1 \ LOT08 1 \ \ A \ V A \ i �� \ \ 50T221.\ LOT22U T232 L 233\ \ \�.35 CRES >.239 RES \i i �.�49ACRS \ \(50,07�SQ. F . \ 1 >, 93ACRE 1.612ACR J I I \ \ V I \ 9,3 SQ. FT) 7 (70,224 SQ. F .) (59187 SO. FT) ( ',640 S . � J / v \ ; I \ \ 0 / \ A I 1 \\\ \ 10v \ v . � ' I \ \iv \ \ \ \ \ \ \ v \ z \ \ \ \ \ \ V \ \ \, \ \ f14935� \ iiiI ), I \ I \ \ I \ \ tb4938.28 \ q 1' \ \ V E R I \ \ flhp4936.28 f14935.32 \ \ \ \ \ ,\ \ CU 4 \ c �,� \ I f14924. 0 \ • flh 4935.40 f14936.17 p 1 inv in\4922.6 �4940 -- 1 I 4/ f14935.3, ��► J 1 g 4936_ , 4•74011111....mon.-_ ___.:111.11111A1111.."- _ ,IIIIIIII...__._ /1011.11‹.H. I- I- 11-4111.%11:...... 01.1111',0011111ALI villAr,00 \ - L A wAvArionwA. iff4m4k ..____ _ , . O A O o� -1 I I il I.I I..I... ---- 111.- .-‘ 2.I•.'".1..I 1.I I-'..1 MITT.IMILIVII.I I I I 1.I.5-- '-‘111- .- I I r -I I I°111 I I..ki I I I 1 I il I N il I..- -- --" --11 I 1W .. "'- 6°' °I k- ?m 10011/110No 21 I I I I II I I I m g m I a Rill im%1111111 ‘.........._ 111W:IWImi W_VII II I I iftii ..._____ le on iiiiiii mi, _____----m.. ____,„„,,„„, ...7........... _ai _.......,..,___,,„,4 _ ---,,,,„ , M"1"I""'"' \ \ co ' / ''41- - --7-' ----;----.1 ' " 1°67.-----e-4--1 ---.°1-.1--- alu---- ----= -- �sl I • NI r0 r MORNING D ' ' �''� \ ) \ Z TYPE I� �� RIP ,� \ i T -- -- \ ` 1,;� inv ut 4922.34 \ �f14922.24\ D50=9" \ A \ \ ) \ \Lp=4', W ', DEPTH= 8" \ \ \‘‘ \') I '' i \ v v li \ I 1 \ \ \ \ \ I \ \ I LOr209 N \ N \ I I 1 \ 1.474ACRES Ld 1O \ (64,223 SQ. FT.) I 1 N \ 2.057ACR�`5� N V �j A I I I \ I I � \ 605 SQ. FT)V N N \ \ 1 \ \ I 492 \ V LOT211 "\ LOT212 \ \TEMPORARY7NTION POND U 1 \ \ \ 2108ACRES 146ACRES 497SQ. FT.) Q� 00 IN - 3. 1 \ � \ \' \ \ �, () (91843SQ. FT) \ \ \ \ \ \ \ \ \ \ , \ \ I Q1 OOUT -6 cfs 1 \ \ \ 1 100 YR WS = 4922.8 \ N - - V A \ \ \ N \ \ \ BOIfTOM = 491 .00 \ \ V \ \ ` , V A \ 1 100YR VOL =11 .�6A FT I 1' v \ \ v v v \ \ \ \ 1 1 i 1 .5x1b0 yr Vol = 17.94 Ac\Ft \ ,y; i N \ \ \ i 1 .5V0LWS = 4923.E 1 1 \ y \ \ \ V A \ \ \ \ \ / \ \ \ i ) 1 !�WQCV = 12293 CF N \ N N \ \ \ J \ ( W _lev - 4919.18 \ \ „.N \ / E '� LOW ELEV = 492 .0+ *.g . , '� A ��TRACT I i �� o� i�i�� V A \ \ \ -/ A yi � ‘ � V�� • \ \ \ (1,72922 SQ. FT.) I �,Pct,v �' ®�j11 V 4.111z,,.N.,, 00 40# ko. NINIbe, ,,Imilk\mil-Nillilillftliftillii\ \ \ \ ; ' 04 0 4.0 # \'rlk\ II l, / s,0i�1 .�11 411♦ 4'\N,'N444.,'N41114*.k„,111!111+111111%1..."11,,,Z111111111. 111111111111111 \ .‘ r THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN ____ ____ _ --' / //r/ _2 DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY 811 . LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE 61?ADING\ PL,4( N//// ____ _ ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Know what's below. 0 50 100 150 ACCURACY OR COMPLETENESS SHOWN. Call before you dig _ i1- - //// \ ) ) \ \ "1111"..-441111kilr / 1 , \ \ \ `. / , \ \ // / z \ /( -7, 7, \ j - . \ \ \ \ } '`\ ,_ __ __ 7 , i i \. \ \ I \ \ , \ , __ _ - ____ __Ill \\ \ \ \ / ( - v \ / \ , \\ \ ', \ \ ___-- ___________ ________: . --___ \ '\ 4 ) \ --___ , , , /- \ / . N , , \ _ _ . , \ , . ,/ ____ \\ N \, \ 1, \ \ \ , 1� - -\\ \\\ \ \ , \\ \ \ NN , ,, ___,/ \ , N \ , ., , / , __ \ N _____ ___ , , , Th ) \ \ \ \ / , \ / , : \ z \ \ \ N_ , i i , \ , \ \ \ , N ,___ , , / ' , , , , , " ___ ------„, (//- -\ \ \________ _ __ __, \\ , \ , , --___ ., .„, , , , 1 . ,_ _ 1 - - ,\ \ . , , N, , \ . _\ \ \\,,, \ 20 \ , \ \ v\ � \ 1\ N ) \ , , N \,__,_____ ----:,„„,/ , \ \\ \\ \ .‘ N \ 1 A / , ,_ . , , I \\ N\ \ , I , , i\ \ \ \ � _\ \ 1 --, , \ \ \ \ \ , Ny \ \ \ ,, / 1 , N N \, N - N \ , \ \ \ \____ ___ \, \ \ , , , , , , \ \ \,\,„ _ , \ \ \ \\ \ \ \ I \ (1 \ \ I \ 1 \ N N N , , N , N , , \ \\ \ , , 1 , \ ,, N ) \ \ \ , N N, - ___ ___\ \ N _„„ \ r _ : / , , \ N ________ \ , _ N , / ______ - \ \ \ \ ( _ N \ ______ i \ \ \ , \ ) , ___ _ _-\ _______, \ . _ ,‘ , , ( .- --- , N _ ___„„„ _,, ___ \ , --, „ ... ,.. . - _____ \ , __ ........, _ \ \ _ . ,, , , , ; (-- , \ ,,,,,,, _\ \ \ . . ....______ -_____ __ /7 ________ \ N ,,,_ _ __, , _ \ , __ \ \ \ , _J-- • -1-- . \ ( / ,/, ,,,__ \ -- _____ ______ / I , , \, __ \ , I Y \ ____ ,____ __ __ / \ / ,,.,„.... ,,„„„,„ \ , . _ \ , \ \ \ , 9 I / vv �� I , \ \ _ _ , ,, \ / , / \ \ ‘ \ II ' ,- , \ , \ _ , __ --_______ _____ , , - \, DETENTION POND W1 \ \ _ ___ ,_ � __ ILING1 ____ , _ �-,__ __,_____, ________ iQ100 IN = 398.1 cfs , v �\ I \ , , Q100 OUT = 1 .57 cfs �� , \ \ \ 100 YR WS = 4890.67 V �� — ® - - - - ® _ _ � / - - _ _ -_ 7 BOTTOM = 4883.0 1 v 100 YR VOL = 42.16 AC-FT \ V \ \ \ \ ? 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THERE MAY BE OTHER \ \ UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR 811 TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Know what's below. 0 50 100 150 ACCURACY OR COMPLETENESS SHOWN. Call before you dig. ttitik - . A ' :i‘s, ,,i, tk ..161;. 1„... * ....w 1 ..,. iti,*. . 44. A t#4 _........ \ , \ , .. ., v____ ..._., _ ovw.%wer illy ` _ __ i J , \ \i, 1 .1_ . 6,,N,.741 —ACT C N‘‘ '.\80444,,,.. .# /NIL . - #4 to:N;t:,*4 ,489 SQ. 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THE ENGINEER AND/OR OWNER ASSUMES NO R: NOSI.LITYSPOIB FOR THE Know what's below. 0 50 100 150 ACCURACY OR __GRA.„..‘, D\ „I\T, G PLAN _ Call before you dig. _ _Ji \-- -- __„_, \ illi' __- __ K f:/// // I \ \ E 0' / / / ,:\ \ \ \ -- ------- , , / \ V\ \\ / ' INFAPP_ / - / /// / C / \ '\ , \\ \ \ \ ' '', \ '� / / / \ \ \\ \ ( /A \ \ ) \1 77/ // \ 1 1 / i \ \ \\ \ ! // // \\ \ ( / \ • \ \ \ \ \ ) / /// /'// q --\ \ \ \ , 1/ ,/,/,),.// / ,/ i ; , II 1 \ \ , \ \_ r______ __________ \ \) \ \ \ \ , , , 1 , ,),,, \\ \ \ , 1 ( _ _. 1 ) ,, \II \ i \ \, \ \ \ \ \ \ \ , s, ,, , ) ) h ///, // ,, , 1 \, /__ __ \ ; , \z , \ \N___ / \ \ \ / , , / / / 11 , 1, , , _______ \,„. \ \ ,, \ \ , _.___ , ,,,_ \ \\ ,, _........ . � � \ , I . 7_________N \, / ,________ / ____ . , ,____. ), 7),____________ ___ ____. ,—} ),,, , „, ___,/,,,_____,, ,,,,,„„,, \,,,,,,,,____ \ ,, // , __ N, p\ ___ ,.._ /7///7/\ // // //,), / / . \ i_. i I \ ___, __,,_ _____ . . ,,,,, ),, , \\ \ , ___________ , /,_ N ) \ \ \ \ // / , ,\, . ________ _ _________ /. / _____, '----,,„, \ N___ N _______ \ , i , \ __ __ _____ _______,, __ „„ „,„._ ,, \ / , \ , \ \ //„ „„ , ______________ 7 . __ 1 / \ .., \ _ _____ ,_________7___ _,„/„ _.. „.... .... , /_ __ , _/... ,,, , , \ , ) ),\, \s , \\\\,, ,, \ _ _ ///,, // , / /// , , \ \ , , ; 7, , , ___ \ i/7 , ,,_ ,,,,, ,,,,„_, \\ , \ )7,...._ \ 7 FILING i , ,__,...........____ _ , \ ••\,,„_______________, /,,,, ..„--------____________ ,„ __ ,_ .......„ \ \,,\\,\\,,,, , , ,/, .....„:. _____ __ ----__„„ , \ \ \\\\\ \\, ,\ \ \ //// v 1 // // / -- // _____„, .____ ,,,,‘ , \ , ........7,__ \ \ \ \ , \ ., ,. / . , / .--- ,/,. /z ___________________________ \ \ \ \ \\\\\ /z/2 7,, / / / 7/ 7/ iiii , \ ., \\\ \ \ 1 , ...„, \ , , \ \\\, , 1 .. , , _______, , \ , \ /// A ,, , 1 7) (\ \ ; 1 ; 1 \ ,,, I , , / v , / ( , (, 1 ) �, A �� / �/ 7 / \ ,i / /I / il , I i ,/--- \ \ i \ ,_, i..., L. 4 ..., ii 1 , / , , \, \\ , / , , \ . / , , , \ \ „_,. , , .,,,,_ ____ , , / ______ , , \ , _ , .. , / / , , . .. , ______ 7„ __._.. \ , / ; i____ _______ ___../ .___ .,,,,,/, J \ , ,. ,,, 1 N .. ...// „ \ \ , c..,....... , ,,,,/ / , 11 , \i _____ I ,_ __. / 7..,7 . z — , ,) , / , / ,..... ....„ , ,\ i � � . . . , . ,„, , , , ___ , _ / / i , ,,z ,, / /-' \ /.., ., j l i ________, i.„ i �/ i7 \ \\,____ 7 .. _,,,,, \_____ \ , v \ \ \,,, _ ___ ....,, 7_,/, _ ______, ______ , N \--, \ \, , 7 ,,, , ,,,\ i _____ . , _____ 7._ _________ ___ ....._____ _________ ______,,, ___ ,___, , /— ��_ _ ,,,, ,a,----- � ___ _ -A1111-- _.... � ,/_____ , /'1 i - ,, , / / \ - ..----- - - \ _---- ---...,,, (/ _ _i. 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FT.) 1=50' ' ) \ \\ /2 \ ) , \.. ------ N. / \ , , , ,1 i .._...__ __ _ _y r , \ V _ ____ _� III ,_ , \ \ , i ,n d THE LOCATION OF UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN DETERMINED FROM RECORD DRAWINGS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRECENTLY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS TO VERIFY LOCATION AND GRADE OF ALL EXISTING UTILITIES IN THE VICINITY PRIOR 811 TO BEGINEEING ANY WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR THE PROTECTION OF CONFLICTING UTILITIES. THE GRADING PLAN _ ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE Know what's below. 0 50 100 150 ACCURACY OR COMPLETENESS SHOWN. 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TOTAL L GTH OF =240 \ /� 1 AFT PLUS 9' WINGS ON - CH SIDE. — = _ _ / _ / \ _ C • \ _ / r ,AD ‘,„ ........., .._, 40 4 , i ( // j i _.. ..______ / \ 2 / -T ---- --- 7 'CP N 11 , / 1 / 1=50' A II1L\ \ i - 77 Tommilimim �� I \\ / 14 1 / I I 81 Jp FAIRBANKS DR s PLAN& pROFILE Know what's below. Call before you dig. \, Ail - - / 1 \ / / \ __, _, IT d. 2: 01-\\X rn STRAIGHT EDGE SAWCUT \, F ROMIN N2F /EXI T _ ST EDG � E OF IP A V � 'r E rA T � I / AT FIRM PAVEME MENTORE LARGER, NT(WHICHEVER IS \�>.` 71 / / • ) REMOVEASPHALT II M IPAVEMENT AT SAWCUT LINE. / • _ M M �Q`M� MCP LO — I AN S RD S / N. \ \ ti — . 6 0 __ FAIRBANKco S \ `,�, J +3A50.00 0 DR / p IN, / zo F . / KS autiALLki _s .. :I,r-, , - ---- Thih, ,. �ll�l(I1jr�..... 1 j ` > � N O Sb� r- .� N : \ c. J • 6� i SbJ _ I. SbJ _16..... ..,.....444.1.1;11ww.,:_lappp.,15+ _:..a. -- '4''' Ill''.00' /' ' 1..: Sb iL� .73:: 0 73 0 0 i a ii 0 r---''''''..q.""m m•l'-'4 q I I I I I I 111 I Pi%---------I•••a a""--- ik'ilir .. • o • /1-'*: 61:.., , • o\\ Z o 0 J, \ \\ \ . 4.f000 \ �_ o • 06 1 41.qi I N i ,, • , i \ z CULVERT 2 0• I ____„_ _ c. I I \ � — .. 0., _..... _......_ ________ it \ ..____ 0 ____ / 0 50 100 150 CC- I \ ._ \ ;_ __-- , $ / , ., ..----- i 4955 Low Point Sta: 11+60.36 Low Point El:4918.46 VPI Sta: 9+17.14 VPI Sta: 12+14.66 VPI:4919.79 VPI:4918.00 4950 K: 1296.49 K:75.95 LVC: 120.00 LVC:200.00 4945 4940 4940 co CO M 'moo � � co co c3) � 0 4935 4935 + � � � 4 � + N UU trim � � ww EXISTING ASPHALT S. FAIRBANKS DR 1— �; w » > > » 4930 4930 N V CO — M N c0 V 6 W U)I 4925 4925 -1.47% — _1_ .- -1.28% 1.24% 2 03°1° - - — -069% 1.0- 4920 — -{� a 4920 LOCATION OF _ _ _� - - EX GAS DEPTH — _ —_ _ _ - - - - - — IS NOT KNOWN p _ 4915 Z 4915 Q APPROX - A 7-,-I- l' LL m LOCATION OF EX GAS DEPTH - CULVERT 2 1�=50' IS NOT KNOWN = C2 4910 z = 4910 c°in w / Q I— H Q J 4905 w z w 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 811_ A Know what's below. Call before you dig. . m FA IRRA ArKS RD S-PL-A N 4:Q.- PR OF/LE 0- w a� a, / cc II W =c1 N \ J I- p J / 0 50 100 150 --- ,,,,,:N\ \ . . 11 \ \\ ,\\IN)1H„. _ K,,, i 1 ' N., _ ___- - 4- \ / / \ _1 '\ .1. \ N ) ' --- \a_\20c N ' 414111411411114111411%111114. ( ----• / :± = \ NI\ \ ,_ %oo � � _ � \ e o / w s - .411.11110 kl '%*-- ..... ' '''''' . /5 -----_ ---- - ___ yal..... ,.._._ .,000, - ------- „,,,_..- - ____, ...._____ .- ,,_ , \ - ?6 - 14 I* sis-t : 111-litl:::----IIIIIlli' - _ .11.11.114 _, ,„.. N o N KS R S �� 0 Illkillaim Ii. � 77,00 +p .00 \_ '��; .° � -_ _�� `�G�; 0 26+0 .00 c=.� 27+00� • / o00 60 •_'1�+g� �: � 24+ 1.00 +00.00 25� .0 / o• I � •••• 0 1g!�.00 /in i - 21 50.00 22+00 1 0 22+50.00 ��+00.0 ii, m iiimi Pra1+00.00 �., - SZg \�IIIIIimummumm �� • �' 18+5�`. + 20+00.00 20+ •_ _ - _ - f� ��_ 19+00.00 19 50.00 NIIIIMMIlk _ ------------- --- rrcim A111,3 Irk \ \ \ � .1WW�I �9 con / rn 1 / ---„,,.,., \ '\ \\ . 1- ., I \ ----- / .----- \ \ (NI il r 1 ) ) 1 ____/- ,/ o CULVERT 1 il' ( / e d� N -' -t Z\ \\ \ *V1554/ I A \ \ \ \ --___ / ( \ \ \ „------ \ \ \ %Ar__. _- _---- ----- / 1 1 High Point Sta: 16+03.23 Low Point Sta: 19+75.87 High Point Sta: 26+06.06 Hight Point El:4924.48 I I Low Point EI:4920.55 Hight Point El:4933.40 VPI Sta: 15+83.83 VPI Sta:20+27.15 VPI Sta:25+88.65 VPI:4925.50 VPI:4919.00 VPI:4935.00 K:68.61 K: 74.15 K:51.73 LVC:240.00 LVC:320.00 LVC:260.00 co co co o 4940 N d- N d- 4940 C./5w cii W F- F- el_ eL et_> > coOo co > > CO CD CO ti C> O O M � co C) + N N- co + 4935 ii > > cn lil i 4930 -- �� 4930- -� ---- 2$ 5°1° y . -----\ • 4925 - - - - - _ _ 4925 010 EXISTING GROUND 4920 i N - 4920 i APPROX • - - - - - -- - -- LOCATION OF EX GAS-DEPTH • IS NOT KNOWN 4915 • 4915 pr . n e `� CULVERT 1 1 --50 4910 T 4910 - \ /:\ P 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28• • Know what's below. 811 . „_,,„ „- Call before you dig. e _LE„ CO / / / / 7 / 0.0000 V 7 / / ch / t ii# i• / __--- /// 7 7 \ .„-------- / 1 ' ' \te,91' i / / / / i /7 z / ,,.,-----r /t 2:1-+ - li 01 1 i' - .,/ / / / ( 7 '0 At lAt 'iv 7 / / s4 .\\**** *,•:,,,,,is\>4. ,,-/ / / . ork N-.......„...-: , / PI / 7 ik 140 I / / i Zo o / \��FAIRBANKS RD S PLAN & +�'♦♦r♦O♦♦♦♦♦♦♦ :Igo::11111 // w w , + / ♦♦♦♦♦♦ ♦ ♦ i1 / / / / 7 / Z cY,0 —V--- g? I :. VOIS / / ♦♦♦♦ ♦ ♦ / / / / i Y ds I— m / ��♦♦♦;:i♦o4,4 ff v 7 v . v000y • .:r_rim. $ /!$$,„401$ 7 V ',7) ,s1A 1 , cz, tc) I ------ c'' , 6 ----7 ( ‘ 4 Add* $ $ / `4) 7 I +404#ATAIrwr411$:0440$ \ i ,A.44��i. I % r��82.4 s illir -\\t +00:1:g _e0 0 •- : -s 1.0i 28+5 . 29+01.4 0 /29+ 1.00 c a i.00 ,-30+50.00 31+00.00 31+ 32+00.00 _ _ � _ � _ � ✓ / "`crb. / / / 01� 492A W p J i \- - /---- BAN KS�D S / Z---7 _.„--Z o I:C CC 50 100 150 4955 VPI Sta: 30+62.64 . VPI:4924.68 I K: 128.49 . . 4950 _ LVC:200.00 L..- I . 4945 . 4940 . 4940 co co COco co w CO N . U U rn LLJ 4935 > > CO 4935 w / PROVIDE TEMP GRAVEL TRANSITION TO EX 4930- _ ° GROUND @ 8% SLOPE 4930 -2.18% rnN � w /— EXIS—ING GROUND �1 4925 — 4925 0 i0_62% 1 4920 I 4920 cc 0 w > C) 4915 0 IN 4915 z 0 o I, r=50' 4910 L.Li rn-z - 4910 cC o � w �IOcv M J rn c711EZ Y.J LiQ-O J V/ cn U w (O cn w 4905 \I 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+50 Jp Know what's below. ... N MORNING DOVE DR PLAN& PROFILE Call before you dig. it \ \ \ \ \ \\ I D / ____ I \ . it,. .r 1 A1 1- 0 o \ \ \ ( ) 1114 X 501 100 150 J \\ 1 _ i \ \ \ \ \ \A D ' 'W N. \ \ \ \ \ \ \ \ \ \ \ \ \ s • I , \ ! + 1 V I \ I 1 o - \ \ � 1 I \ � \ \ \ \ :Dp5=01=31,2, W-9', DEPTH-24 CL FAIR NKS RD TA 30+00\ \ \ f14935.31 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CUL ERT 3 STA 5 00 CL MORNI DOVE DR \ Ilk \ ".„1„ out 4897.0011)14117 ` \ C VER 11 \ \ flhp4936.28 o f14935.32 \ 1 \ \ \ \ \ `, \ \ \ \ \ \ � imvolop.,��.,,,� d:,, flgb4: f14924. 0 \ fl4936.17 I o flhp4935.40 \ � ey. � ' 1.0% 11111\ inv in\4922.6 \ \ _ 4f14935. .1►,� �� \ \ \ , -_® ��{=`- 90p • IhIllik 1111) 14.1c.._-_, .. ...___,Iv.k .1. . .....0.1_. '1111 .11.- �� Ban4+50.0 �. ' i.00 6+00.00 6+50. 0 7+0 0 ► 8+00.00 , 8+50.009+00.00 9+50.00 10+00.0 10+50. 0 11+ .00 7.:+5o.o1MH211.1111.16--‘17ooAar 2+50.00 00.0- 50.00® 14 i 00� 14!0.00 0. �,5+5�10 16+► .00 16+50. 0 7+00.00 17+50.00 0.00 18+50. 0 19+00.00�11 , �� ® �' _ _ - ... _ -1:7,7'.-1111.1111111.--- 6.20,7,--- -"--------11----1..1'-': 1-=-1------------:= \ -w- 0, - 4:4giii 49 ,, tiaik_it,i_w_ ,__...."it. i rukli __Immanamm , ,. ? ��s o �' NI 0 DR � 4940 MORNING D� .. _ - • A:\ \ \ \ \ * \ Z + „ �� \ CL MORNING DOVE DR S 1 114.52 �. 4 , \ �_! �` ` f1491 .87\ invin 4g98.75 o TYPE L\ RIPRA� + 11 ® \ \ inv ut 4922.34 �� \ =ST 5+00 CL SNO Y OWL \ \ ` / f14922.24\ D50=9 \ \ \ :„.„7 �� \`, \ \ \ \ 1 \Lp=4', W�', DEPTH= 8" \ \ v ` / A� \ \ \ \ \ \ 11 I \ \ \ \ \ al& \ M 1 \ \ \ \ \ ' ` \ \ \ \ N. \ \ I i \ \ \ \ \ ` \ ` \ / \ \ ` \ \ \ \ \ 4955 4955 1 High Point Sta: 9+40.13 Low Point Sta: 18+70.29 Hight Point El:4938.61 - Low Point El:4905.61 VPI Sta: 6+00.21 VPI Sta: 8+90.21 VPI Sta: 12+20.71 VPI Sta: 17+90.21 VPI:4928.04 VPI:4942.30 - VPI:4932.54 VPI:4898.80 4950 K: 59.38 K: 50.82 - K: 67.31 K:65.84 4950 LVC: 170.00 LVC:400.00 LVC:200.00 LVC:620.00 4945 - 4945 N 6) CD M ti CT CS) CO p .7 + M N Cl NI y m V CO W 000 CNi I- ! W 4940 ui ii > > > > . 4940 _ > _ _ -- N N a_ d � �� I - \\ O (0> - / 2.9So CL CL 4935 > > // / \\\ > > 4935 \ o y. N co N:/ N o 71 o LjVy) \ Cn LLI rn � / _ - U U 4930 _M it; / \ 4930 \ \ 4925 // / \ \\ - 4925 CULVERT 11 592� �\ 4920 \ 4920 \ . _ \ 4915 \ 4915 _ \ \ 4910 \\ _T 4910 \ - ___:______. _ 0_ \ _ 4905 Y 0 \\ - 4905 z r=50' z \ MI 4900 w w // 4900 w co e w o APPROX n m o z - o -i Z LOCATION OF - '� _ `o _1 rn -__1 co EX GAS -DEPTH _ CULVERT 3 W Li \cnU w cn U w 4895 4895 _-. 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 i 1 k-3° -- /- Know what's below. MORNING DOVE DR\ \ P oL\ A\ \ N\ \ \ &\ PROFILE N Call before you dig. / ___, 1- E.(4,\\49, \ \ ,_ \ \ \ \ \ 7 / 4 4905A ../ / , I .-- \ ..,__, I 6 / 1 \ \ ' RIPRA j / �� o 4906 �\ \ \ / gtz CV 0i TYP�"L' RI�RAP \ • ., =9', DE H=24" I Q \ Q \ \ \ TYPE IIPRAP„ 0, 0 50 100 150 .,D =9 \ \ �/ � D51Ifp-4 , W3 , D \ v A \ V A \ � ,-- - �-25 ,�W-10 , .,-�M6MN T DOVE DR STA 21+91.970f1gb489 .00 /� =STA 10+00 CL FALCON CT �� +, �� p npN Gi�� UE R 49A �� \ ��\\ \ \ - �L.' inv out 4887.00 _ MOR pL A \ \� �fi48�. 6 PTH=2 -, �.� f14890.75 f14907.29900 � 1' I 1.�, inv out 4 9.70 ..-L.r�.._ - _ - uminionom V) �\•' �Iiiiill _ ....,‘„,,, _ 48 '�� ; >_•. ► + + w. + + 5+50.c�� 26+0:11 ^ 1�� 2� 00.00 +50.10 28+r / : 01.11 i.10 10.0- 3 50.00 0 . �� 24 50.00` 5 00.00 0.00 29+00.10 2' `0.00 31 00.00 30+50.00 11.0 `, 31+50.00 \32+00.00 32+50.00 33+00.00 33 1.►0 19+00.00 9+,1.00 20+0p.1i + 1.00 21 .o1 +s0'�0f p4912.0 o . :•.Mr.fflgrillik • -- ,:iiiiihrik- \ --...---•--- -ihilffilW1-------- 111 ---MIL vollik --__441 --..111111 1111111 -.NENNIIIII-1- 1- 1.-•Emmillillilf11.111---11-1kiiiiibs...:---- __---._,m_makvi_ IIMIIM .lakmp , ---40.---------- ®• - 110 Dill �_111111 .1...-_-"71111.111110:s...in,•----- ., Viimily.., II 111r■II��I�Ii>�i ��7�� '=�+ inv in 88 ./ I 1\, I 90 ''•% II �� - ! Nlnu �, \ 777. f14890.75 f148•o .8.75 I i 'r' nmnmmaink � \ \ \ 1-1 �s➢b ' Aimimmmmiii. tb4892.75 . mim I.‘,'. I1 / \ \ \ I- liii N \\ \\ \_.,..i , A V CULVERT 5 \ \ �\ \ \ Z 7. 1 i/V ) ( .---- 1i ( \\ \ 0 \ \ \ \ \ \ \ fl488:.0 U 6 \ , \ \ 1/4. I \ ,N ;* , I , \ \ 1 \ 1 , ,i i \ , Li7 1 t ..._ : I\ II [ \ \ / \ . / , ,..\.,---- \ \ 1 , ,,, ..._ __., .,„ ,, i \______ \ , 4955 _ 4955 High Point Sta:23+50.93 Low Point Sta: 32+28.47 Hight Point El:4914.35 Low Point El:4892.44 VPI Sta:24+20.21 VPI Sta:28+90.21 VPI Sta:32+90.21 VPI:4920.80 VPI:4894.53 VPI:4891.69 4950 K: 66.07 K:69.68 K: 124.31 '0 LVC:600.00 LVC: 340.00 LVC:300.00 - �� - \ \ \ \ \ 4945 4945 4940 4940 4935 4935 N N 4930 o co. +' 0 4930 + o N �Y N �h- -• eii w o 0 EXISTING GROUND N M > > > > N O ti a1 N 4925 v v 4925 :21( Hi- _ M of 4920 / `- cii di di 4920 / \ \ /4915 \ 4915 v \ 4910 / \// 34g°{o r \ 4910 / \ - CULVERT \ Low Point Sta: 18+70.29 / \ Low Point El:4905.61 / \ 4905 / \ 4905 / \ \ v \ / \ i� 1 \ 4900 - _� i- \\ 4900 - - z \ APPROX 0 \ J \ LOCATION OF \ E GAS-DEPTH \ 5 NOT KNOWN1�=50' 1- \ 4895 ol \\ _ 4895 am Et \ 0 „ � 4895 a) _ Y.)H V- N _p -0.71% ,� ``� z N \ -\ �-�� N U \\ �� - - -- - - I Q • • 4890 - „ 4890 �1 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 \\I/ \/ ,r CULVERT 5 L__,\,, ,_, 811 . .,_ ,,,,,,,, /... RNING DOVE DR PLAN& PROFILEMw what's below. Call before you dig. • invout4887.00 *9? MORNING DOVE DW 49iW '. /...j ,j#,f f Y V - l` . f14890.75 \ .! \ 4893 r,/ # '/q;.:7 1Sf *'if 5rcsk EIS r - - �1892 4895 --- • �� \ / �� 32+50.00 33+00.00 33+50.00 34+00.00 34+50.00 \ +00.00 0.0(� 36+00.1: \36+51.01 Now,37+00 0i 37+ •0 .791/4;41141 li/ / J \ Q°�� _ g ,� 0.p0 po. 38 --- - ---------1-___°‘- ''50.0 * • / 1 rS - _____-......mooloorillmn ,.--ens- - '''''2.' ----_____ ° / t inv in 4887.60 .. /0# ' \x' fl48.1.75 \ \ \ \ ' i, o o / 7 �9) \\\ oo \ s `k'one.....___ ,_.:_ ' , 39),,3,0:1411110. 44 fr / itif \ 0 50 100 150 CULVERT 5 \ �� tl °x `�•.N , \ ,.0\S T f1488:.0 / t), '0, 6\ A6-0 d �\ ° N \ \ CL MORNI DOVE DR STA 40+0� r 1 \ N \ \ \ \ \ =STA +00 CL BURGHLEY CT g7x�00. \\J sp- ,, , \ \ \ \ \ \ \ ,,, .,. ,, - f•13' V g7,4_\ I o ---- ......_ ...., I , t ---- 1 �� v. '' , 12 ' N*0 \ \ \ \ \ \ \ , \ St i y ou - / 44k \ I \ \ \ l / F' --, 4902 2x�o 1 I \ \ \ \ \ I / oo 1 \ I \\ \ o \� \ / • 00 4955 4955 Low Point Sta: 32+28.47 High Point Sta: 39+43.21...--.4i..-.16,1106.. \ \ Low Point Sta:42+78.39 Low Point El:4892.44 Hight Point El:4905.21 Low Point El:4901.49 - VPI Sta: 32+90.21 VPI Sta: 35+90.21 VPI Sta: 38+97.37 VPI•Sta:42+62.67- VPI:4891.69 VPI:4896.80 VPI:4907.79 VPI:4899.80 - 4950 K: 124.31 K: 74.70 K: 65.92 K: 84.93 4950 LVC: 300.00 LVC: 140.00 LVC: 380.00 LVC: 340.00 4945 4945 4940 4940 4935 4935 4930 4930 rN- N N IXO M co 6) CO 6) N O - O O d d' d' 4925 0 "' ; o U.cij di4925 co coaU U co coQ_ 0_eii di N Ln oN LU U) W W W d in CD > > + 6)-71- co _ co d' > > co d- U) di diU U 4920 > > 4920 > > 4915 4915 _ _ - - \` - - 4910 - 4910 N N N. 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A // SNOWY OWL CT CUL-DE-SAC FALCON CT CUL-DE-SAC 1=20' V V U 811 . ��_s VERT PROFILES Know what's below. Call before you dig. 4925 0 4925 4925 0 4925 4910 0 4910 4925 0 4925 Ioo ! Ioo cNi oN I • O 8 IN 4 �II' iA O N O IN 05 O +O maid- O !h 0) Oi0) (O' d1000 wit ri N0) xis 100 YR HGL O JIJ ")1- o� �!� !�� 0`t J! �I- +� Ni- EL 4921.21 I z Uiw 0+z I z_ JiJ o+ I z_ Uiw o+ OI z C W 00 0 //��i . Q Q> w Q> Q> %//�iiiii. Q 4905 4920 a z a o 4920 4920 N z z 4920 4920 cn? zz 4920 4905 100 YR HGL ? 0_ c~n 100 YR HGL %//��/////G. EL 4904.16 EXISTING GRADE EL 4918.75 EXISTING GRADE — — I CONC FLARED CONC FLARED �� CONC FLARED EXISTING GRADE END SECTION END SECTION END SECTION Mk! CONC FLARED 10 YR HGL `,\ CONC FLARED CONC FLAREDEXISTING GRADE 10 YR HGL END SECTION EL 4915.93 — ki,„..... END SECTION 10 YR HGLEND SECTION4915 EL 4915.01 r 4915 4915 j� 4915 4900 EL 4900.45— /, 4900 4915 4915 1\ ! . l NINIH - �,��,!�' TYPE"L"RIPRAP ri. CONC FLARED _;�._;�._;• �. END SECTION CONC FLARED 1 A 1r. /�1 ! D50Lp=24' END SECTION TYPE"L"RIPRAP ! Lp=24',W=9',D=1.5' L. D50 9" ;MM.: 56 LF 36"RCP @ r_!' Lp=4',W=3', �,I�,I:,I 0.49%W/FES ! ! �,,.: I 4910 4910 4910 4910 4895 'y 4895 4910 4910 y,_I�_1ii, GEOTEXTILE FABRIC • 2-80.7 LF 36"RCP @ MIRAFI FW 300 OR EQUAL 86.5 LF 24"RCP @ 0.62%W/FES I TYPE"H"RIPRAP 1.77%W/FES TYPE"M"RIPRAP D50=18" GEOTEXTILE FABRIC D50=12" GEOTEXTILE FABRIC 41.1 LF 15"RCP @ 1 Lp=30',W=22',D=3' MIRAFI FW 300 OR EQUAL Lp=13',W=9',D=2.0' MIRAFI FW 300 OR EQUAL 0.56%W/FES GEOTEXTILE FABRIC ! MIRAFI FW 300 OR EQUAL ! i -50 0 50 -50 0 50 -50 0 50 -50 0 50 CULVERT 1 - FAIRBANKS RD S CULVERT 2 - FAIRBANKS RD S CULVERT 3 - MORNING DOVE DR CULVERT 4 - MORNING DOVE DR STA 20+35.06 STA 13+58.58 STA 17+91.18 STA 22+31.31 4900 0 4900 4915 0 4915 4910 0 4910 4915 0 4915 0 I • 0 I4 IN 'O 10 IN r-) 0 Ito * O c0 IN NL! ) !t N NIA h 00 o IN- 4 r0<3 • • i4 CO 00 �I'N . . 0010) '-lid iT 00 0) -! . i00 *O uj iN *00 r) ! c0 0) r�)1 ! co 00 �i0 N 0) M �0 in r7 0, Oi0) r7`t r7100 Oi0) r7* r7 0, 0 0 • +. 0,a) r7 +. w1-I- r7 +. QId- r-) + ctI� ro O W'i� +H O ! H 0 ! H O i H i p i +p i +p J!J +� I Z JiJ 0 0 I Z JiJ O I 'Z JiJ O I Z i O U!L.1 — U!W O �— U!W O — UiW O Q> i Q> Q> Q> Q> Q> Q> I Q> 4895 Z I z 4895 4910 N z I z 4910 4905 �N,z ! z 4905 4910 z ! z 4910 cn cn cn 1- co— cn ! v) I ! i CONC FLARED CONC FLARED ,! ! CONC FLARED i 100 YR EXISTING GRADE END SECTION EXISTING GRADE END SECTION EXISTING GRADE END SECTION I EL 4892.16 _ I ! ! ! %/�z' . CONC FLARED I 100 YR HGL _ CONC FLARED 100 YR HGL CONC FLARED CONC FLARED CONC FLARED END SECTION , END SECTION EL 4901.55 %////'////% , END SECTION EL 4906.69 END SECTION END SECTION 100 YR HGL 4890 4890 4905 EL 49 _ 4 s �.„,, 4905 4900 4900 4905 — — 4905 10 YR HGL 10 YR HGL EL 4889.44 , TYPE"M" 10 YR HGL _ — Ti 10 YR HGL T III I I I I a I Ilki I EL 4905.43 1 RIPRAP EL 4993.31 �" �\� - EL 4898.84 Among TYPE"L"RIPRAP TYPE"L"RIPRAP TYPE"L"RIPRAP D50=12" D50=9" D50=9" D50=9" �.'�.'1 LP=25',W=10', V 50.8 LF 15"RCP L 4',W=3', .�. . "=! LP=8',W=5', ==�! LP=8',W=5', @ 0.95%W/FES ! P= aa � D=2.0' �!: D=1.5' �!; D=1.5' D=1.5' 4985 '_ _a_i 4885 4900 4900 4895 4895 4900 4900 I ! I I I GEOTEXTILE FABRIC 54.8 LF 36"RCP @ 54.7 LF 18"RCP 54.7 LF 18"RCP EXISTING GRADE MIRAFI FW 300 OR EQUAL 0.85%W/FES i @ 0.6%W/FES @ 0.6%W/FES GEOTEXTILE FABRIC GEOTEXTILE FABRIC GEOTEXTILE FABRIC MIRAFI FW 300 OR EQUAL MIRAFI FW 300 OR EQUAL MIRAFI FW 300 OR EQUAL i i i i -50 0 50 -50 0 50 -50 0 50 -50 0 50 CULVERT 5 - MORNING DOVE DR CULVERT 6 - BURGHLEY CT RD CULVERT 7 - MORNING DOVE DR CULVERT 8 - NIGHTHAWK DR STA 32+18.76 STA 16+46.05 STA 42+44.55 STA 10+79.14 4910 0 4910 4935 4. 4935 4895 0 ,0 4895 in to N• !10 O r7 co i10 CV O(0 CD OO i!'7 *0) N•N ?i lc N O d),00 r),0 0 !Yi`t N •0) oIrn oo� EXISTING GRADE H+ 0o', +'�0 Ctid �I- +* 0 ;* NI- Oz �I- II Z JiJ O 0 OI Z JiJ 0 0 Q O',0 Uiw O - Uiw0 100 YR HGL H z 4905 �Iz z 4905 4930 0 z_ z 4930 4890 EL 4890.42 — — ice'1 kc~nl Z CONC WEIR WALL 4890 EXISTING GRADE RE DETAIL 100 YR HGL EL 4902.14 CONC FLARED EXISTING GRADE 10 YR HGL END SECTION EL 4901.12— — ! CONC FLARED OUTLET STRUCT , CONC FLARED "�:/4/- END SECTION RE DETAIL END SECTION 4900 ! I 4900 4925 EL0 YR 4924 16L 4925 4885 4885 CONC FLARED END SECTION TYPE"L"RIPRAP — — 10 YR HGL TYPE"VL"RIPRAP 10 YR HGL � � EL 4884.08 D50=6" 53.4 LF 18"RCP D50=9" @ 0.53%W/FES i Lp=6',W=4', EL 4923. „, TYPE"L"RIPRAP D=1.5' CONC FLARED ��1 D50=9" 37.3 LF 12"RCP Lp=3',W=3',D=1.0' END SECTION ! ~ Lp=4',W=5', @ 0.35%W/FES GEOTEXTILE FABRIC 44 LF 15"RCP i ,. D=1.5' MIRAFI FW 300 OR EQUAL GEOTEXTILE FABRIC @ 0.55%W/FES '' 4895 MIRAFI FW 300 OR EQUA95 4920 4920 4880 4880 I I CUTOFF COLLARS I I RE DETAIL I I GEOTEXTILE FABRIC ! ! ! ! ! ! ! ! MIRAFI FW 300 OR EQUAL I I ! ! ! ! -50 0 50 -50 0 50 0 50 CULVERT 9 - LEDYARD RD S CULVERT 11 - MORNING DOVE DR DETENTION POND STA 15+44.44 STA 5+33.14 OUTLET PIPE 1=50' \I JI . _ __,,,,h.„„ ::.::_ I. 4" -I ^ Know what's below. Call before you dig. DETENTION POND W1 1 __ • TOP B B H 2' 4'' \x 1- 1 1 �� x TOP S10EwAEL ELE / 1 1 � DETENTION POND W1 Q100 IN = 398. 1 cfs ,_ I I ORIFICE PLATE / Q100 OUT = 1 .57 cfs BOLT RACK TO BOX W/ I i (4) 1/2" EXP ANCHORS SLOPED SIDEWALLS • 100 YR WS = 4890.67 1I n -- BOTTOM = 4883.0 #5 REBAR WELDED TO ii ° 2" X 2" X 1/4" L ��, 0 50 100 150 _-- , ;; 100 YR VOL = 42. 16 AC-FT / FRAME AT 4" O.C. TRASH RACKFRAME c\� NM (GALVANIZED W/ FRAME) (GALVANIZED W/ REBAR) XF� TRASH RACK NOT �- SHOWN FOR CLARITY ,' Capacity = 42.16 AC-FT TRASH RACK PLAN VIEW A . \ /- 7_ _ Spillway Length = 374' OUTLET BOX PLAN VIEW pillway Elev 4890.70 Top of Berm Elev=4892.20 _ 1 .2*WQCV = 65179 CF / 6, � � W = 2„ X 2„ X 1/4„ L 2„ X 2„ X 1/4„ L CVEI v Q e 4883.31 -� / / TRASH RACK FRAME ToP ONLY (GALVANIZED W/ REBAR) — 3'-6" 2' - 22" X 14" X 5/16" 3' GALVANIZED STEEL / PLATE 2 / \ #5 REBAR WELDED TO . . . . L TOP OF HEAD WALL I �- FRAME AT 4" O.C. ELEV = 88.50 (4) 1/2" 0 \ GALVANIZED W/ FRAME STAINLESS STEEL J \ ( ) EXP ANCHORS // 6" N• BOTT OF PLATE ,- - - \---_. / \ • i� FL ELEV = 86.50 12" RCP OUTLET PIPE ELEV = 86.95 lI FL ELEV = 86.50 ____------/ \ ;— _ 22" X 14" X 5 16" o 0�5�� \ \ \ \ \ , ®�� ° GALVANIZED SEL PLATE \\\ ___ci \ SEC A-A SEC B-B ( / ''- 17: , ,/ : 7 ♦♦♦♦♦♦1♦♦��♦1I� \\ \ •♦♦♦♦♦♦♦♦♦♦♦♦ \ N i ` I FIE ) - �A . �oTD FT - - - ..jj♦♦♦♦♦�. N'.4k,„ #### #####\ .. Ni4:tedall SA -VV \' '4% N. -'- ..-. ' \\ ''',...,. '..,... _...„.." \\.\\ N S 15 I 1 6%'44"".I I"a I 1 Il I a I I I Ir..V74 I"l'fr' AV/ ' 1414k, A4101, 1:8 ._II fre, NAI\ \\,\, - \\s. ,,,,_ , ,_, -______ ___,.._ _ \i s #444•411 i:: 0 : , , „ \ 0 ; \ IN:4 94 a 0 oB 4,4 . \\,, ‘ , ____ .._.....___________ ,4140,11 \it,, N ---,, N ----- , .4-6 1• N )"7:. °i • \ )64tee: •_:..ou' '-2411),.iiiii.10110111111h\\N): .< , _1 ' \'\ \\ ?;\li \\\\\ \\\ ki\ \\\.‘ \ + \\ \ \ \i\l\ k," ‘\.\ \, \, 374 ft ,'‘vaw‘NNINitN7.1.:17‘i:mezN.mw.' ' ‘ ': - :1:2-- --77:,' /I, t,'N. /\N: \-\. '.... \ -,,_____Z 1104‘1 , \:,604 ,, .....teolb.:011/446,11416.6 ,,, \ \ A NN'INE,p),,,-1/4...._, , ,,,,, \\*-•#•-•A*4 4# :::::,.7'111k141:4111\01,:zielittimi_` i�♦♦♦♦♦701�® :o•o°O°O°4gO�b°o°o°o`"c'Igog-°:°°°••.�. # �•"� V�� s`v► ♦♦♦ �o•o„s�o°o°°°a°,�.o.'a''�cv° ° '��ao°O�o ��, �•�� fty, V �A��_i_♦♦ ♦��♦♦I •o°o�oo-oo•ts•.:0000•oo °o°o° `._a°o° •o �� _ t� \ \i� ��_�_�♦♦♦♦�♦♦♦ �0u00�•0 0 • .• O_ O".Q . . �� \� ��I��I�� • � 14887.0 tit • iii 11-''' .4,.'p- O O O� p. ik ' 4' 000P o0 •. N ,, , ,,,,, _\ \ ,„ , \,, ,,,,, ��j f14888.00 \0°0°0°0�� ., o'o - 'o°°cr� o° °°,6• ^48 � .�°00 0°�"30000�.°00 •00000oo.-°O°0°°ti 0•0°� 1^ I � °�• 0aaeg6go° .•tgo .,�oaoQ ,°o o�� O0o f14890.30 �, •�000.000000.°00•'0'°°0� ,•a�a°o°o°b' / n n fl 48 CONC WEIR SPILLWAY WALL �90 O, o•0 0 0 O 0 - °.° O°O O•,O TYPE M BURIED �� v � , �� \ OT' LENGTH OF WEIR=365 FT PLUS 9'WINGS • / ,� r ,�- ON EACH SIDE. WEIR ELEV=4890.70 ` mir-� � '::• RIPRAP - D50=12�� 5s' ' ' ‘N) ( ilik 11/ INV4886.35 -�„� f�86.65 Niimumennur, �� 1�-50' �r� 6 aC A€—� \ -S � DETENTIb PON OUTLET �r _ '` fl 4886.31 .• GAS / \... \ 811 _: \ @ 100-YEAR OVERFLOW SPILLWAY -1'-0" MINIMUM FREE BOARD 5' 4' 330' MIN 4' 5' Know what's below. RETENTION POND 4 I before you dig. III -2 - #5 BARS 4.....________---- Cal mI \ Ir L3" CLR. d- g \\_ L3" CLR. 8" MINIMUM THICKNESS NOTE: 2 - #5 BARS (SEE NOTE) TRENCH FOR WEIR OUTLET STRUCTURE USING NATIVE GROUND AS FORM WORK. CONSTRUCT WEIR 8" MINIMUM THICKNESS. UPON COMPLETION OF TRENCHING, PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY, FORM TOP 4' . SECTION A - A 0 50 100 150 CONCRETE WEIR OVERFLOW STRUCTURE \ � \ \ v — N \ \ \ \o \ \ \ \ ' ETE �N POND 4 \ \ H \ / , \ . 10IN = 248cfs - - - — \ T0 cfs \ — _ 1� YR WS = 4836.45 � v \ \ I BOTTOM = 4831 + \ V Ap I :\\\ 7 100YRyOt = 23.84AC*T/ N,:_ \ I1 .5x1 0 yr Vol = 35.76 Ac-4 \ � � a\ \ I1 .5x1 0 yr Elev = 4838.43 / 1 .2*W CV = 60802 CF \,,... ..„.: ----04 ' \ / WQCV Elev = 4831 .64 \G,q8 - \ \ — _ s' POND 4 OUTLET AND SPILLWAY _ _ \ \ \ \ , I Exist S Illway Length 128 + (24 RQ) DETAILS \ \ Exist S Illway EIev=4839.07 \ ,,G)/!! s s2oo v �o _ji v — Exist Top Berm EIev-4839f 6+ SCALE. N.T.S. 1 \ %.,+ NS ----- \ — — — 1 ( ---.,,, — — \ ..- ..04Siltiki%16,1k1\ ot#41.11: NkNkiNih,.144 , 4 _ _ _ _ _ o\ --____ I ri,,,,,,,,. .....k.,,..............., __ ,, � `� tii) 1 ��111 .____ e. N / _ 144 Q _ co) 1 __ I)038 ,4/4„ .�. S 7g 4 �(..) i� 4., , _ I to) 6"E �10 ► 4 e1 , tee111 Nr 111\\\\ �* \ e1nll �1 , — ,4, I\ 111Nt, t1/4 \,.. 4 , imi Nh, l'j \ \ \ S 75 °26'16F 450.00; \ / \ ,, 41%,&41hhAk‘t... vo040,..itmcial _ _ _ _ .N1111 '9'4\ , '11111/4_,N h 1 i, ___..., ,. .,. _ _ -,. I k__ _ 111_ _ Illk \ \ _ 4111‘ - --- --- --- -- / \\' ~At gimMilli-ww>.------''''- _ - - 0-0-0-0 o 0 0 o O O O O O O o - — \ � � � � � � oo `� GAS G r ,�O O O O O O O O O O O A A ��pp��O \ —�—�IA S—_____ \ 8„O O O V v 0 0 0 _rt o o$b°O o 0 0 0 0 0 0 0 0 0 oAS A O O O O o'o O O O O O O O O O o GA S GAS AS \ <��` 000000000000000a$000000000000 �— S GAS A$— I— S i SG G _G 000000000000• O O O O O O O O O O - -- - --- - _ _ -- -- I 1 O o O O O O O O O , 1 . 0 0 0•O O O O O O O O O O -- o�o�o•O O O o 0 0 0 0 0 0 0 0 < __-- _ o 0 0 0 0 0 0 0 0 - - �0000. .000000 0 0 0 0 0 0 0 0 0 < 0 0 0 0 0 0 0 0 0 O o O O o O O O O O O o \ \ - X X X X X X X X' X X X X X X " f' " " " " " " " " " " " " "sX X X X X X X X X X \)( X X X X X X X Xc X X X X y 7 \ \ .....„,, ( 7 \ , -N \ \ ....___ ______ \ N ___ \ S 89°41'00" W 256 GAS AS GAS GA` GAS GAS GAS GAS GAS GAS \ GAS GAS GAS GAS -GAS \ GAS GA \ ?AS GAS GAS 1 G'S I \cAS GAS GAS GAS GAS GAS GAS GAS GA:\ / A SAWCUT AND REMOVE R ROX 9 LF OF EXIST v N N � _ A \ N, vONCIIVEIR 7L, E END C0 WEIR WALL \ APPROX 121TOTAL LENGTH OF 111 =240 / ___ __ ______ --: - / ____ / - ____;,____,7_ \ \ FT PLUS 9' WINGS ON EACH SIDE. �� \\./ L -- - - c v TYPE M BUSIED / \ v ___----:___ ______, ,>_____ _ \ \ \\ \ \ \ o \RIPRAP - D50=12' �- ' � � 150 \ \ \ \ \N \ 1 \ / i \ /____------, ------ .___/N., \ \ \ \ \ ---, I \ N \ / \ i \ A /; p1 - J 8 ,-----)11.. Jp CHANNEL SECTIONS Know what's below. Call before you dig. NORTH AMERICAN GREEN P300 FABRIC SEE PLAN VIEW FOR LOCATION = cF Q w NORTH AMERICAN GREEN P300 o x z o x? FABRIC SEE PLAN VIEW FOR N m >o 7 m m o <o LOCATION L_ rf� N o w m �� z Q No m CVo 00 on w N w w L7 2' 1c 1 = 4 4 SWALE SEC A-A 4 4 SWALE SEC I-1 4 / 4' SWALE SEC 0-0 0 z a Q NORTH AMERICAN GREEN P300 m o FABRIC SEE PLAN VIEW FOR 0 m ~ 2 z n o x o ly 4 o LOCATION Z = m o o aX I- N w 0 } m o m O + z 1 — n m \ -CV •o -w CC w V - 1 1 r .1... . A. .. 1 1 _1 4 4 4 4 4 SWALE SEC B-B SWALE SEC J-J SWALE SEC R-R NORTH AMERICAN GREEN P300 NORTH AMERICAN GREEN SC250 FABRIC SEE PLAN VIEW FOR FABRIC SEE PLAN VIEW FOR LOCATION = LOCATION xm = = o �w xl- 1- m 0 o Qw o x m z Q - o m Q 1-,-1 - 6 z Q o0 m oo �m m Nw �o Nw 7JNw o CC ,-w w w -I w m CC w '- " w 1 4 4 8, 4 1 % 4 6' 6' 1 1 SWALE SEC C-C SWALE SEC K-K 4 SWALE SEC S-S 4 NORTH AMERICAN GREEN P300 x FABRIC SEE PLAN VIEW FOR < = LOCATION m w 0 x7 z< No Q x 0 >m >0 N 0 0 CC m w zQ �0 _m d- >w I N Q J_\ 0 1 0 / 1 4 r. 8 4 4 I' y 4 8' 1 4 SWALE SEC T-T SWALE SEC D-D SWALE SEC L-L TYPE "H" RIPRAP NORTH AMERICAN GREEN SC250 D50=18" 0 x z FABRIC SEE PLAN VIEW FOR MIN WIDTH = 32' o >o LOCATION = DEPTH = 3' m m o = x~ cc -o z Q x 1- C < C 4 w 4 o Co Z< m 0 o C 1�� 1 1 �g m i • � _ _ Ll_CC Nw Nm o ____------- 1 L.��o .� . r g' .{ �Ia, o�oo .� i / 1 \ T 1 4 moo`. .��o•. . . . .��o•d '� r411 � tttt - -1_____--------------A �O�O�O�Q C=2 Q O�O_ODO�O�� SWALE SEC E-E SWALE SEC M-M MIRAFI FW300 FABRIC UNDER RIPRAP SWALE SEC U-U TYPE "M" RIPRAP _ D50=12" x x 1 TYPE "H" RIPRAP = MIN WIDTH = 22' o c Q o D50=18" x m DEPTH = 2' z >0 �� MIN WIDTH = 24' n m o o o 0 N CD No DEPTH = 3' zo �0 4 - m N w 4 w w N mw 1 1 CC i 4 1 4 4 •,001�0�� O O0O4 •SWALE SEC F-F �� 4�� MIRAFI FW300 FABRIC ��o� o� .51.>21111111 O O O O O O O O O O O � cO � � SWALE SEC V-V UNDER RIPRAP MIRAFI FW300 FABRIC UNDER RIPRAP SWALE SEC N-N TYPE "M" RIPRAP = D50=12" x 1- m zQ x ~ MIN WIDTH = 23' Co C o a 2 NORTH AMERICAN GREEN P300 DEPTH = 2' c C N co FABRIC SEE PLAN VIEW FOR 0 o o o z 2 0 LOCATION = 4 N m w 4 t zo Co M w 8 w 0 CC SWALE SEC G-G i y -imio O�o�o�o�o�o O��O��O�-O�-\O 1 1 MIRAFI FW300 FABRIC 4 r 1 4 UNDER RIPRAP SWALE SEC W-W SWALE SEC 0-0 TYPE "M" RIPRAP z m x z D50=12" x 1- m �0 - NORTH AMERICAN GREEN P300 o w MIN WIDTH = 28' o �o --cN w o FABRIC SEE PLAN VIEW FOR DEPTH = 2' z Q c L_ N o LOCATION o m o w m xl-= 4 w o Q ww 0 4 m o w 1 _ Nw � w 1 1 m o o w No 4 4 + w } ' O O O 'Cl ' H. 2' = CD O O �� o 0 0 1 5 SWALE SEC H-H O O O MIRAFI FW300 FABRIC 4 - _1 4 UNDER RIPRAP SWALE SEC X-X SWALE SEC P-P „ ,,,„ ,,,,,, .____ ,.., , Know what's below. , EROSION CONTROL PLAN Call before you dig. (i) / , , ' ( 1 _ _____ , •,/, ,,, , , \ i 1 cT , , ,, ---‘ J ' ATCH EXISTING AT C� / / / i \ \277: . ( ) ( e _II Gj BEGIN TRAI1SITION TO EX EOA&EOS o ,. 1 'r” O \ \ gely ;II: -'0, _ ci) V / / -- /, z z \\I \ \ \ \ N.v / \ QEFLECTION POINT �� _ \ I � / .+`'off �0 1 — / � �� - J 1 \ '. \ \ ) / /I __. / .,,,,. ,// 1 0 / I / - / /i 1 i — - c, .,------- - \ 1 J , 1.7 1 '7 191 .--) , _ i_, ,\_ ,.-______.,. , _ -/:- / /--- _ ------_----- \ � — A V I A I / / J/� e v� %/ 1s . ,/ , R , ' J / -\,\\ , , CO l \ \• \ \ \ \ \ / 8N.\ 1 / 1 ,),, t -.4 \ \ \,,,.,., \ \ \ \ \ /) I` �// fg4915.87 (17/4A �� / J/ // \\ 0 I�'�'/ ---j — \\\/�\ _ // Y`� / / \\\ ;: 1 _ \ I � / ,�� 1 V \ \ \I I / N /.. 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