FINAL CONSTRUCTION DOCUMENTS REVISED October 2, 2015

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1 HABTAT FOR HUMANTY AT ST GYPSUM, COLORADO TTON FLATS SHEETNo. 1 FNAL CONSTRUCTON DOCUMENTS REVSED October 2, 2015 NDEX OF SHEETS SHEET NO. DESCRPTON 1 TTLE SHEET 2 ABBREVATONS LEGEND 3 GENERAL NOTES 4 EROSON CONTROL DETALS 5 EXSTNG CONDTONS MAP STE PLAN DRAWNG NO. TS-01 LGND-01 GN01 EC-01 EX-01 ST-01 QUANTTY TABLE TEM 4000 psf FBER MESH RENFORCED CONCRETE AGGREGATE BASE COURSE (CLASS ) (8") HOT MX ASPHALT PAVEMENT (GRADNG S) (4 NCH) QUANTTY 5 CY 318 CY 44 TONS VCNTY MAP SCALE: 1"=1000 SURVEY PROVDED TO MATRX DESGN GROUP PEAK SURVEYNG NC. DATED OCTOBER 7, 2014 STE MAP SCALE: 1"=100 AGENCY CONTACT LST OWNER STRATON FLATS HOMES, LLC 99 JULES DRVE GYPSUM, COLORADO 8137 (970) CVL ENGNEER MATRX DESGN GROUP 2435 RESEARCH PARKWAY, SUTE 300 COLORADO SPRNGS, COLORADO (719) GOVERNNG AUTHORTY TOWN OF GYPSUM 50 LUNDGREN BOULEVARD GYPSUM, COLORADO 8137 WATER AND SANATATON DSTRCT TOWN OF GYPSUM ELECTRC UTLTY HOLYCROSS P.O. BOX2150 GLENWOOD SPRNGS, COLORADO 8102 ATN: JEFF VROOM (970) GAS UTLTY SOURCE GAS P.O. BOX297 EAGLE, COLORADO 8131 ATN: RON ZATARAN (970) TELEPHONE UTLTY CENTURY TEL P.O. BOX570 EAGLE, COLORADO 8131 ATN: PAUL TAYLOR (970) DRAWNGS X-PR-ROAD SHEET KEY No. DATE DESCRPTON REVSONS COMPUTER FLE MANAGEMENT FLE NAME: S: Stratton Flats (Habitat)DwgConstruction Plans 1 Cover Sheet.dwg CTBFLE: PLOT DATE: :07 AM THS DRAWNG S CURRENT AS OF PLOT DA1EAND MAY BE SUBJECT TO CHANGE REVEW COPY Matr.X=h === DESGN GROUP PRELMNARY THS DRAWNG HAS NOT GOVERNNG AGENCES AND S SUBJECT TO CHANGE MATRX DESGN GROUP, NC. HABTAT FOR HUMANTY STRATTON FLATS- PARCEL 5 CONSTRUCTON DOCUMENTS COVER SHEET DESGNED : NA SCALE DATE SSUED: OCTOBER 1, 2015 DRAWNG No. BCK HORZ. NA GGS VERT. NA SHEET 1 OF TS-01

2 ABBREVATONS AD ASSY ASTM APPROX AVE AVG BC fl. or BL BLVD BMP BTM COOT Cl CEN ct. or CL CFS CLR CMP CONC CONST CONT DA DN DWG E EA EGL ELEVorEL ELL ESMT EW EX or EXST FES FN f. or FL FLG FT FRP GAL GALV GAU GLO GPS GV GW HBP HGL HP HORZ HCL HR ALGEBRAC DFFERENCE ASSEMBLY AMERCAN SOCETY OF TESTNG AND MATERALS APPROXMATE or APPROXMATELY AVENUE AVERAGE BACK OF CURB BASELNE BOULEVARD BEST MANAGEMENT PRACTCE BOTOM COLORADO DEPARTMENT OF TRANSPORTATON CAST RON CENTER CENTERLNE CUBC FEET PER SECOND CLEAR CORRUGATED METAL PPE CONCRETE CONSTRUCTON CONTNUOUS DAMETER DOWN DRAWNG EAST EACH ENERGY GRADE LNE ELEVATON ELBOW EASEMENT EACH WAY EXSTNG FLARED END SECTON FNSHED FLOWLNE FLANGE FOOTFEET FBERGLASS RENFORCED PPE GALLON GALVANZED GAUGE (MATERAL) GOVERNMENT LAND OFFCE GLOBAL POSSTONNG SYSTEM GATE VALVE GROUNDWATER HOT BTUMNOUS PAVEMENT HYDRAULC GRADE LNE HGH PONT HORZONTAL HORZONTAL CONTROL LNE HOUR N NC NC NO NOM NTS oc 0S p PC PCC PCR PE PE PGL tor PL PRC PT PVC PV PVMT PVT PW RorRAD RC RCP RED REF RENF REQ REV ROW RT s SAN-SEW SCH SD SQ ss ST STA STD STL SWorSW TAN TB TBC TFC THD THCK TYP NORTH NORMAL CROWN NOT N CONTRACT NUMBER NOMNAL NOT TO SCALE ON CENTER OFFSET PROPOSED PONT OF CURVATURE PONT OF COMPOUND CURVE PONT OF CURB RETURN PLAN END PUBLC MPROVEMENT EASEMENT PROFLE GRADE LNE PROPERTY LNE PONT OF REVERSE CURVE PONT OF TANGENCY PONT OF VERTCAL CURVE or POLYVNYL CHLORDE PONT OF VERTCAL NTERSECTON PAVEMENT PONT OF VERTCAL TANGENT PROPOSED WATER RADUS REVERSE CROWN RENFORCED CONCRETE PPE REDUCER RENFORCNG REQURED REVSON RGHT-OF-WAY RGHT SOUTH SANTARY SEWER SCHEDULE STORM SEWER SQUARE SANTARY SEWER STREET STATON STANDARD STEEL SDEWALK TANGENT THRUST BLOCK TOP BACK OF CURB TOP FACE OF CURB THREADED THCKNESS TYPCAL SYMBOLS PROPOSED CENTERLNE EXSTNG FENCE PROPOSED FENCE EXSTNG PAVED ROAD ---E-SD --- EXSTNG UNDERGROUND UTLTY ---P-WB PROPOSED UNDERGROUND UTLTY DRANAGE RGHT OF WAY EASEMENT EXSTNG CURB & GUTER PROPOSED CURB & GUTER -ta O---- EXSTNG CONTOUR -ta O---- PROPOSED CONTOUR ENERGY GRADE LNE HYDRAULC GRADE LNE.c1 2.0% SLOPE or DRANAGE FLOW LMTS OF CONSTRUCTON MATERALS LEGEND CONCRETE E 0 e EXSTNG MANHOLE PROPOSED MANHOLE EXSTNG POWER POLE EXSTNG POWER POLE WGUY WRE THRUST BLOCK FRE HYDRANT EXSTNG WATER VALVE PROPOSED WATER VALVE WATER FTNGS WATER METER EXSTNG STORM NLET PROPOSED STORM DRANNLET PLUG PPE PROPOSED SGN EXSTNG SGN DECDUOUS TREE CONFEROUS TREE EXSTNG STREETLGHT PROPOSED STREETLGHT SHEETNo. 2 ::: Know whats bei1dw. Call before you dig. NV K LBS LF LN LP LS LT MAX MFGR MH MD MN MJ MSL NVERT VERTCAL CURVE FACTOR POUNDS LNEAR FEET LANE LOWPONT LANDSCAPNG LEFT MAXMUM MANUFACTURER MANHOLE MDDLE or MDPONT MNMUM MECHANCAL JONT MEAN SEA LEVEL UG UTL vc VERT w w UNDERGROUND UTLTY VERTCAL CURVE VERTCAL WEST WTH r-l EXSTNG RP-RAP PROPOSED RP-RAP COMPACTED BASE COURSE HOT BTUMNOUS PAVEMENT (ASPHAL n DRAWNGS f-----lf r--sheetkey No. DATE DESCRPTON REVSONS COMPUTER FLE MANAGEMENT FLE NAME: S: Slralton Flals (Habitat)DwgConstruction Plans2 Legend and Abbreviations.dwg CTBFLE: - PLOT DATE: :07 AM THS DRAWNG S CURRENT AS OF PlOT DATE AND MAY BE SUBJECT TO CHANGE. - REVEW COPY Matr.X == h = DESGN GROUP-- PRELMNARY THS DRAWNG HAS NOT GOVERNNG AGENCES AND S SUBJECT TO CHANGE MATRX DESGN GROUP, NC. DESGNED : HABTAT FOR HUMANTY CONSTRUCTON DOCUMENTS NOTES AND ABBREVATONS NA SCALE DATE SSUED: OCTOBER 1, 2015 DRAWNG No. BCK HORJZ NA GGS VERT. NJA SHEET 2 OF LGND-01

3 GENERAL NOTES 1. THE CONTRACTOR SHALL CONFORM TO ALL TOWN OF GYPSUM RULES, REGULATONS AND STPULATONS WHLE ACCESSNG THROUGH OR WORKNG ON STE. 2. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTON MEETNG WTH MATRX DESGN GROUP, NC., THE TOWN OF GYPSUM AND THE OWNER AT LEAST 48 HOURS PROR TO THE START OF CONSTRUCTON. PLANS FOR CONSTRUCTON WLL BE DSTRBUTED AT THS MEETNG. NO CONSTRUCTON WLL BE PERMTTED PROR TO THE PRE-CONSTRUCTON MEETNG. 3. THE CONTRACTOR S WARNED THAT CONFLCTS WTH EXSTNG UTLTY SERVCES MAY EXST. PROR TO BEGNNNG ANY CONSTRUCTON, THE CONTRACTOR SHALL CONTACT ALL APPROPRATE UTLTY COMPANES FOR LNE LOCATONS, AND CONTRACTOR SHALL LOCATE ALL UTLTES (NCLUDNG DEPTH). NETHER MATRX DESGN GROUP, NC. NOR THE OWNER ASSUME ANY RESPONSBLTY FOR UTLTY LOCATONS. ANY CONFLCTS WTH THE PROPOSED CONSTRUCTON SHALL BE BROUGHT TO THE ATTENTON OF MATRX DESGN GROUP, NC. AND THE OWNER SO THAT MNOR LNE OR GRADE CHANGES CAN BE MADE TO ELMNATE ANY CONFLCTS WTH EXSTNG UTLTES. ALL EXSTNG UTLTES SHALL BE PROTECTED FROM DAMAGE THE CONTRACTOR. UTLTES THAT ARE DAMAGED THE CONTRACTOR THAT WERE PROPERLY MARKEDLOCATED SHALL BE REPARED THE CONTRACTOR AT NO EXPENSE TO THE OWNER OR ENGNEER. 4. OWNER SHALL OBTAN, AT TS OWN EXPENSE, ALL PERMTS AND NSPECTONS, WHCH ARE NECESSARY TO PERFORM THE PROPOSED WORK. 5. ALL CONSTRUCTON SHALL CONFORM TO TOWN OF GYPSUM STANDARDS AND SPECFCATONS AND BE SUBJECT TO CONSTRUCTON OBSERVATON THER REPRESENTATVES. COPES OF THE TOWN OF GYPSUM STANDARDS PUBLC WORKS MANUAL MUST BE OBTANED THE CONTRACTOR.. CONTRACTOR SHALL NOT SCALE DRAWNGS FOR CONSTRUCTON PURPOSES. ANY MSSNG DMENSONS OR DSCREPANCES N THE PLANS, FELD STAKNG OR PHYSCAL FEATURES SHALL BE BROUGHT TO THE ATTENTON OF MATRX DESGN GROUP, NC. AND THE OWNER. F THE CONTRACTOR PROCEEDS WTH THE WORK WTHOUT NOTFYNG MATRX DESGN GROUP, NC. AND THE OWNER, HE DOES SO AT HS OWN RSK. 7. OBSERVATONS OF THE WORK N PROGRESS AND ONSTE VSTS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY MATRX DESGN GROUP, NC. OF THE CONTRACTORS CONTRACTUAL RESPONSBLTES. 8. THE CONTRACTOR S RESPONSBLE FOR ALL COORDNATON OF STOCKPLNG OF MATERALS. THE CONTRACTOR SHALL COORDNATE WTH THE OWNER, THE TOWN OF GYPSUM AND THE MATERAL SUPPLER. 9. CONSTRUCTON STAKNG WLL BE PERFORMED PEAK SURVEYNG, NC THE CONTRACTOR S REQURED TO CONTACT PEAK SURVEYNG, NC. TO ESTABLSH CONSTRUCTON BENCHMARKS. 11. SAFETY S A RESPONSBLTY OF THE CONTRACTOR. MATRX DESGN GROUP, NC. S NETHER RESPONSBLE FOR SAFETY N, ON, OR ABOUT THE PROJECT STE NOR FOR COMPLANCE THE APPROPRATE PARTY WTH ANY REGULATONS RELATNG THERETO. 12. ALL UTLTY TRENCHES N ROAD AND PATH PRSM TO BE COMPACTED AND TESTED PER GEOTECHNCAL ENGNEER REQUREMENT. 13. SOLS TESTNG S THE OWNER, BUT THE CONTRACTOR MUST NOTFY THE SOLS ENGNEER, THE OWNER AND MATRX DESGN GROUP, NC. OF SCHEDULNG. 14. THE CONTRACTOR SHALL TAKE ALL APPROPRATE PRECAUTONS TO SGNFCANTLY REDUCE ANY POTENTAL POLLUTON CAUSED HS ACTVTES, NCLUDNG VEHCLE FUELNG, STORAGE OF FERTLZERS OR CHEMCALS, ETC. THE CONTRACTOR SHALL HAVE DENTFED PROCEDURES FOR HANDLNG POTENTAL POLLUTANTS AND HAVE DENTFED SPLL PREVENTON AND RESPONSE PROCEDURES PROR TO ANY ACTVTES AT THE PROJECT STE. 15. THE CONTRACTOR SHALL KEEP TWO (2) SETS OF CONTRACT DRAWNGS MARKED TO FULLY NDCATE "AS-Bl T" CONDTONS. THE DRAWNGS SHALL BE PROVDED TO THE OWNER AND MATRX DESGN GROUP, NC. UPON COMPLETON OF THS WORK. THREE (3) "AS-Bl T" TES TO ALL SERVCES, FTTNGS, VALVES AND MANHOLES TO PHYSCAL MONUMENTS ARE TO BE PROVDED THE CONTRACTOR. 1. F ANY GROUND WATER S ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGNEER AND THE PROJECT GEOTECHNCAL ENGNEER MMEDATELY. 17. THE CONTRACTOR SHALL MANTAN EXSTNG DRANAGE CHANNELS, CULVERTS AND APPURTENANCES DURNG CONSTRUCTON, AS NECESSARY TO PROTECT ROADS AND PROPERTY. 18. EXSTNG TOPOGRAPHC NFORMATON PROVDED WAS PROVDED N AUGUST, 2014, PEAK SURVEYNG NC. 19. ALL CONSTRUCTON SHALL COMPLY WTH THE TOWN OF GYPSUM PUBLC WORKS MANUAL LATEST EDTON. 20. ROAD SUBGRADE SHALL BE PROOF ROLLED AND FREE OF DEFLECTON TO THE SATSFACTON OF THE ENGNEER. ANY FALNG AREAS SHALL BE REPARED AND PROOF ROLLED AGAN UNTL ACCEPTED THE ENGNEER WTH NO ADDTONAL COST TO OWNER. 21. TOPSOL VOLCANC ASH SHALL BE STRPPED AND STOCKPLED. 22. OVERSZE BOULDERS (ROCK EXCAVATON-AS DEFNED N CDOT SPECFCATON D) ENCOUNTERED DURNG THE WORK SHALL BE REMOVED AND STOCKPLED N THREE (3) LOCATONS ACROSS THE STE AS DESGNATED OWNER. NO EXTRA PAYMENT WLL BE DUE FOR THS TEM OF WORK. GENERAL NOTES (CONT.) 23. CONTRACTOR S RESPONSBLE FOR DALY CLEANNG OF ALL ACCESS ROADS AND OTHER PUBLC STREETS NECESSTATED HS ACTVTES ON THE STE. 24. OWNER WLL REMOVE EXSTNG TRASH AND CONSTRUCTON DEBRS FROM STE PROR TO "NOTCE TO PROCEED". 25. DUST CONTROL S NCDENTAL TO THE EARTHWORK CONSTRUCTON AND SHALL BE PROVDED CONTRACTOR WTH A MNMUM OF ONE (1) WATER TRUCK OPERATNG DURNG AND ALL CONSTRUCTON ACTVTY. N THE EVENT ANY ADDTONAL WATER TRUCKS MAY BE REQURED THE OWNER, THE ADDTONAL COSTS WLL BE DEEMED AN ADDTONAL SERVCE TO THE OWNER. 2. ALL CONSTRUCTON ACTVTES MUST COMPLY WTH THE STATE OF COLORADO PERMTTNG FOR "STORM WATER DSCHARGES ASSOCATED WTH CONSTRUCTON ACTVTY AND AR POLLUTANT EMSSON PERMT." FOR NFORMATON CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALTY CONTROL DVSON, WQCD-PE-B2, 4300 CHERRY CREEK DRVE SOUTH, DENVER, CO ATTENTON: PERMTS AND ENFORCEMENT SECTON, PHONE (303) THE CONTRACTOR S RESPONSBLE FOR THS PERMT. 27. REFER TO "URBAN DRANAGE" CRTERA MANUAL VOLUME 2 (JUNE 2001) FOR SPECFCATONS OF RPRAP PLACEMENT, SZES, AND GROUTNG. SHEET No. ::: Know whats bei1dw. Call before you dig. 3 DRAWNGS r---r r--sheetkey No. DATE DESCRPTON REVSONS COMPUTER FLE MANAGEMENT FLE NAME: S: Slralton Flals (Habitat)DwgConstruction Plans3 Genral Noles 1.dwg CTBFLE: - PLOT DATE: :07 AM THS DRAWNG S CURRENT AS OF PlOT DATE AND MAY BE SUBJECT TO CHANGE. REVEW COPY Matr.X == h = DESGN GROUP-- PRELMNARY THS DRAWNG HAS NOT GOVERNNG AGENCES AND S SUBJECT TO CHANGE MATRX DESGN GROUP, NC. DESGNED : HABTAT FOR HUMANTY Stratton Flats - Parcel 5 Construction Documents General Notes NA SCALE DATE SSUED: OCTOBER 1, 2015 DRAWNG No. BCK HORJZ NA GGS VERT. NA SHEET 3 OF GN-01

4 SHEET No. NPDES NOTES , THE CONTRACTOR SHALL REMOVE ALL SEDMENT, MUD, AND CONSTRUCTON DEBRS THAT MAY ACCUMULATE N THE FLOWLNES AND PUBLC RGHTS OF WAYS AS A RESULT OF THS CONSTRUCTON PROJECT. SAD REMOVAL SHALL BE CONDUCTED N A TMELY MANNER, OR AS DRECTED THE ENGNEER. 0 CURB THS CONSTRUCTON ACTVTES STORMWATER MANAGEMENT PLAN HAS BEEN SUBMTTED AS PART OF AN APPLCATON FOR AN EROSON AND SEDMENT CONTROL PERMT FLED WTH THE TOWN OF GYPSUM. ADDTONAL EROSON AND SEDMENT CONTROL MEASURES MAY BE REQURED OF THE CONTRACTOR DUE TO UNFORESEEN EROSON PROBLEMS OR F THE SUBMTTED PLAN DOES NOT FUNCTON AS NTENDED. THE REQUREMENTS OF THS PLAN SHALL BE THE OBLGATON OF THE LAND OWNER ANDOR HS SUCCESSORS OR HERS; UNTL SUCH TME AS THE PLAN S PROPERLY COMPLETED, MODFED, OR VODED. 1"CNDER """ A LAYER OF SUTABLE MULCH SHALL BE APPLED TO ALL DSTURBED PORTONS OF THE STE WTHN 7 DAYS OF THE COMPLETON OF GRADNG. SAD MULCH SHALL BE APPLED AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED AN APPROVED METHOD SUTABLE FOR THE TYPE OF MULCH USED. ROUGH-CUT STREETS SHALL BE MULCHED UNLESS A LAYER OF AGGREGATE ROAD BASE OR ASPHALT PAVNG S TO BE APPLED TO SAD ROUGH-CUT STREETS WTHN THE 21 DAY PEROD AFTER COMPLETON OF OVERLOT GRADNG. THE CONTRACTOR SHALL LOCATE, NSTALL, AND MANTAN ALL EROSON CONTROL AND WATER QUALTY "BEST MANAGEMENT PRACTCES" (BMPS) AS NDCATED N THE APPROVED CONSTRUCTON ACTVTES STORMWATER MANAGEMENT PLAN. BMPS SHALL BE MANTANED AND KEPT N GOOD REPAR FOR THE DURATON OF THS PROJECT. before you dig. c SEOjhlfNT OONfflQ QG 3" MN OF COURSE AOOREGATE ON ALL CONSTRUCTON ROADS, PARKNG AREAS, STAGNG AREA, L.OADNGUNL.OAJNG AREAS, AND STORAGE AREAS. THE CONTRACTOR SHALL BE HELD RESPONSBLE FOR REMEDATON OF ANY ADVERSE MPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTNG FROM WORK DONE AS PART OF THS PROJECT. THE CONTRACTOR SHALL PREVENT SEDMENT, DEBRS AND ALL OTHER POLLUTANTS FROM ENTERNG THE STORM SEWER SYSTEM DURNG ALL DEMOLTON, EXCAVATON, TRENCHNG, BORNG, GRADNG OR OTHER CONSTRUCTON OPERATONS THAT ARE PART OF THS PROJECT :t : COARSE AGGREGATE 3 NCHES (D.,l "sn" PAVEMENT"" SECi jqn A QD: =J+f! _ L GEOTEXTLE (MTERA. REQUREMENTS N APPENDX B. TABLE MT-3) SECTON BLOCK AND GRAVEL BAG CURB NLET PROTECTON NSTALLATON REQUREMENTS MANTENANCE REQUREMENTS 1. NLET PROTEC"nON SHALL BE NSTA.l.ED MMEDATELY AFTER CONSTRUC"nON OF N..ET. SC - 1 VEHCLE TRACKNG NOTES BLOCK AND GRAVEL BAG CURB NLET PROTECTON NOTES NSTALLATON REQUREMENTS 1. AU. ENTRANCES TO THE CONSTRUCTlON STE ARE TO BE STABLZED PROR TO CONSTRUCTON BEGNNNG. 1. CONTRACTOR SW.L NSPECT N..ET PROTECTON lt.&edately AFTER EACH RANFAll, AT LEAST DALY DURNG PROLONGED RAitFAU., AND WEEK..Y DURNG PERODS NO RANFALL JON!$ SfDjli ftli QQ.:,(TBQ j CD MANTENANCE NOTES: 1. REG.A..AR NSPECTONS ARE TO BE W.OE OF ALL STABLZED AREA$, ESPECALLY AFTER STORM 1. SEE PLAN VEW FOR LOCATON ANl LENGTH OF SEDMENT CONTROL LOGS. 2. SEDMENT CONTROL LOGS THAT ACT NS PERMETER CONTROL SW.L BE NSTAllED PROR TO NfY UPGRADENT LAND-DSTURBNG ACTMTlES. 1. NSPECT BMPa EACH WORKDAY,AND MANTANT M N EFFECTVE OPERATNG CONDTON. MANTENANCE OF BMPa SHOULD BE PROACTVE, NOT REACTVE NSPECT BMPa AS SOON NS POSSBLE (AND H..WAYS WTHN 24 HOURS) FOLLDNNG A STORM THAT CAUSES SURFACE EROSON, AND PERFORM NECESSARY MANTENANCE. 3. SEDMENT CONTROL LOGS SHALL CONSST OF STRAW, COMPOST, EXCa.SOR OR COCONUT FBER. AND SHALl. BE FREE OF NfY NOXOUS WEED SEEDS OR DEFECTS NCLUDNG RPS, HO..ES AND OBVOUS WEAR. 2. FREQUENT OBSERVAna-tS AND MANTEtW>CE ARE NECESSARY TO MANTAN BMPa N EFFECTVE OPERATNG CONDTON. NSPECTONS AND CORRECTVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 4. SEDMENT CONTROL LOGS MAY BE USED AS SMALL CECK DAMS N DTCHES AND $WALE$. HOWEVER, THEY SHOULD NOT BE USED N PEREM-A. STREAMS OR HGH VELOCTY DRANAGE 3. WHERE BMPa HAVE FALED, REPAR OR RE..ACEMENT SHOL.D BE NTATED UPON DSCOVERY OF THE FALURE. WA"" 4. SEDMENT ACCUMULATED UPSTREAM OF SEDMENT CONTROL LOG SHALL BE REMOVED AS NEEDED 10 MANTAN FUNCTONAUTY OF THE BMP, TYPCALLY WHEN DEPTH OF ACCUMULATED SEDMENTS S APPROXMA.TELY 12 OF THE HEGHT OF THE SEDMENT CONTROL LOG. """" 2. CONSTRUCTON ENTRANCES ARE TO BE BlT WTH AN APRON TO AllOW FOR TURNNG TRAFFC, BUT SHOULD NOT BE BlT OVER EXSTNG PAVEMENT EXCEPT FOR A SLGHT OVERLAP. 3. GRAVEL BAGS ARE TO BE PLACED ARO..D THE CONCRETE BLOCKS CLOSELY ABUmNG ONE ANOTHER SO THERE ARE NO a.a.fs. 3. SEDMENT SHALL BE REMOVED WEN SEDMENT HAS ACCUMULATED TO APPROXMATELY 12 THE DESGN DEPTH OF THE TRAP. 3. AREAS TO BE STABLZED ARE TO BE PROPER!..Y GRADED AND COMPACTED PROR 10 LAYNG DOWN GEOTEXllLE AND STONE. 4. GRAVEL BAGS ARE TO CONTAN WASHED SAND OR GRAVEL APPROXMATELY 314 NCH N DAMETER.. BAGS ARE TO BE MADE OF 114" NCH WRE MESH (USED WTH GRAVEL ONLY) OR GEOTEXTLE. 4. NLET PROTECTON SW.L BE REMOVED WHEN ADEQUATE VEGETATVE COVER S ATTANED WTHN THE DRANAGE AREA AB APPROVED T CTY. 4. CONSTRUCTON ROADS, PARKNG AREAS, LOADNGUNLOADNG ZONES, STORAGE AREAS, AND STAGNG AREAS ARE TO BE STABLZED. 4. STORM SEWER NLET PROTECTON S TO BE N PLACE, NSPECTED, AND CLEANED F NECESSARY.. CONSTRUCTON ROADS ARE 10 BE BULT TO CONFORM TO STE GRADES, BUT SHOULD NOT HAVE SDE SLOPES OR ROAD GRADES THAT ARE EXCESSVELY STEEP. ARE TO BE NSPECTED TO ENSURE GOOD WORKNG CONDTlON. 2. STONES ARE 10 BE REAPPUED PERODCALLY ANl WHEN REPAR S tecess.ry. 3. SEDMENT TRACKED ONTO PAVED ROADS S 10 BE REMOVED DALY SHOVELNG OR SWEEPNG. SEDMENT S NOT TO BE WASHED XlWN STORM SEWER DRANS.!i.. OTHER ASSOCATED SEDMENT CONTROL MEASURES!i.. T S RECOMMENDED THAT SEDMENT CONTROL LOGS BE Figure P-3 Block & Gravel Bag Curb nlet Protection Vehicle Tracking Cclllltruclion Dal&il and Maintananca Appllcldlon Ex!lmplell TRENaiED NTO THE GROUND TO A DEPTH OF APPROXMATELY 113 THE DAMETER OF THE LOG. F TRENCHNG TO THS DEPTH S NOT FEASBLE ANDOR DESRABLE (SHORT TERM NSTAllATON WTH DESRE NOT 10 DAMAGE LANDSCAPE) A LESSER TRENaiiNG DEPTH MAY BE ACCEPTABLE WTH MORE ROBUST STAKNG. FigureYT-2 Requnm..m.. 1oq NSTALLATON NOTES: 2. DAMAGED OR NEFFECTVE NLET PROTECTON SHALL PROMPTLY BE REPARED OR REPLACED. ANALTERNATE 314" TO 1" GRAVEL FLTER OVER A WRE SCREEN MAY BE USED N PLACE OF GRAVEL BAGS. THE WRE MESH SW.L EXTEND ABOVE THE TOP OF THE CONCRETE B..OCK8 AND THE GRAVEL PLACED OVER THE WRE SCREEN TO THE TOP OF THE CONCRETE BLOCKS. GQ NROi MANTENANCE REQUREMENTS 2. CONCRETE BLOCKS ARE TO BE LAD ARO.N) THE N..ET N A SNGLE ROW ON T 1R SDES. ABLTTNG ONE ANOTHER WTH THE OPEN EC)S OF THE BLOCK FACNG OLTWARD. AT A MNMUM, THE CONTRACTOR SHALL NSPECT ALL BMPS WEEKLY AND AFTER SGNFCANT PRECPTATON EVENTS. ALL NECESSARY MANTENANCE AND REPAR SHALL BE COMPLETED N A TMELY MANNER. ACCUMULATED SEDMENT AND DEBRS SHALL BE REMOVED FROM A BMP WHEN THE SEDMENT LEVEL REACHES ONE-HALF THE HEGHT OF THE BMP, OR, AT ANY TME THAT SEDMENT OR DEBRS ADVERSELY MPACTS THE FUNCTONNG OF THE BMP. SEDMfN VEHCLE TRACKNG ) ll>:l ltr.ij.jj..., SECTON 8. THE UPHLL SDE OF THE SEDMENT CONTROL LOG SHALL BE BAa<Fiu.ED WTH SOL THAT S FREE OF ROCKS AND DEBRS. THE SOL SW.L BE TlGifTLY COMPACTED NTO THE SHAPE OF A RGHT TRANG...E USNG A SHOVEL OR WEGHTED LAWN ROU.ER. li. SEDMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUC"nON. F DSTURBED AREAS EXST AFTER REMOVAL, THEY SHALL BE COVERED WTH TOP SOL, SEEDED AND MULCHED OR OTHERWSE STABLZED N A MANNER APPROVED THE LOCAL JURSDC"nON. 7. Fa..l.C7N MANUFACTURERS GUDANCE FOR STAKNG. F MANUFACTURERS NSTRUC"nONS DO NOT SPECFY SPACNG, STAKES SW.L BE PLACED ON 4 CENTERS AND EMBEDDED A MNMUM OF " NTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PROR TO NSTALlATON SW.L BE REPLACED. -- Figure SCL-1 8. THE CONTRACTOR SHALL PROPERLY COVER ALL LOADS OF CUT AND FLL MATERAL MPORTED TO OR EXPORTED FROM THS STE TO PREVENT LOSS OF THE MATERAL DURNG TRANSPORT WTHN PUBLC RGHTS OF WAY. 9. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SLT FENCNG USED AS AN EROSON CONTROL MEASURE; S PROHBTED. THE USE OF OSHA APPROVED COLORED WARNNG CAPS ON REBAR OR FENCE POSTS USED WTH EROSON CONTROL MEASURES S NOT ACCEPTABLE. 10. SOLS THAT WLL BE STOCKPLED FOR MORE THAN 30 DAYS SHALL BE MULCHED AND SEEDED WTH A TEMPORARY OR PERMANENT GRASS COVER WTHN 14 DAYS OF STOCKPLE CONSTRUCTON. F STOCKPLES ARE LOCATED WTHN 100 FEET OF A DRANAGE WAY, ADDTONAL SEDMENT CONTROLS SUCH AS TEMPORARY DKES OR SLT FENCE SHALL BE REQURED. 11. MODFCATON OF AN ACTVE EROSON AND SEDMENT CONTROL PERMT THE CONTRACTOR SHALL REQURE TMELY NOTFCATON OF AND APPROVAL THE TOWN OF GYPSUM. TERMNATON OF AN ACTVE EROSON AND SEDMENT CONTROL PERMT UPON COMPLETON OF THE PROJECT REQURES NOTFCATON OF AND APPROVAL THE TOWN OF GYPSUM. 12. UNLESS CONFNED N A PREDEFNED, BERMED CONTANMENT AREA, THE CLEANNG OF CONCRETE TRUCK DELVERY CHUTES S PROHBTED AT THE JOB STE. THE DSCHARGE OF WATER CONTANNG WASTE CEMENT TO THE STORM SEWER SYSTEM S PROHBTED. 13. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACLTES ADJACENT TO ANY LOCATON WHERE PAVEMENT CUTTNG OPERATONS NVOLVNG WHEEL CUTTNG, SAW CUTTNG OR ABRASVE WATER JET CUTTNG ARE TO TAKE PLACE. 14. THE CONTRACTOR SHALL REMOVE AND PROPERLY DSPOSE OF ALL WASTE PRODUCTS GENERATED SAD CUTTNG OPERATONS ON A DALY BASS. 15. THE DSCHARGE OF ANY WATER CONTAMNATED WASTE PRODUCTS FROM CUTTNG OPERATONS TO THE STORM SEWER SYSTEM S PROHBTED. 1. LOCATON OF STAGNG, STORAGE, EQUPMENT MANTENANCE, TEMPORARY DSPOSAL AND CONCRETE TRUCK WASHOUT AREAS WLL BE DETERMNED N THE FELD AT THE START OF CONSTRUCTON ACTVTY. DRAWNGS Sediment Control Log Cons1rucllon Dal:all and Malntananca SHEETKEY HABTAT FOR HUMANTY PRELMNARY No. DATE DESCRPTON REVSONS COMPUTER FLE MANAGEMENT FLE NAME: S: Stratton CTBFLE: PLOT DATE: :08 AM Flats (Habitat)DwgConstruction Plans3 Genral Notes 1.dwg THS DRAWNG S CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE. REVEW COPY CONSTRUCTON DOCUMENTS THS DRAWNG HAS NOT GOVERNNG AGENCES AND S SUBJECT TD CHANGE Matr.X =-!= = DESGN GROUP == 1 = Erosion Control Details MATRX DESGN GROUP, NC. DESGNED : NA BCK GGS SCALE HORZ. VERT. DATE SSUED: NA NA SHEET OCTOBER 1, OF DRAWNG No. EC-01 4

5 SHEETNo. 5 -" E,XSTNG STORM MANHOLE V " -...,.-.. -,.1 11,0,i Ji ll ll "-,, ::?11 V. 1 _ "" ,.,.-"" <X<:TNh MOUNTABLE GUTTER EXSTNG 8" ATERLNE..., () ()... y () % () () _ :-- _ NOTES: SEWER 1. EXSTNG UTLTY OOCATONS MAY BE APPROXMATE. CONT[lACTOR TO FELD VERFY ANY UTLTY WCATONS 2. EXSTNG WATER, SANiTARY SEWER, ANO ELECTRC ARE NqTEO ON THS EXSTNG CONDTONS M. GAS S ASSUMED TO BE EXSTit G, CONTRACTOR TO FELD VERFY GAS UTil LOCATON ANO CONTRACTOR UST LOCATE ALL EXSTNG UTLTES PRG TO CONSTRUCTON. " <.H 0) ---EXS"fiiNG SANTARY SEWER MANHOLE <" "..-1 ll ll EJ!STNG ELECTRC TRANSFORMER EX!l!T-:NG ELECTRC -- TRANSFORMER l ;A ll ll r,) EXSTNG STORM MJ)NHOLE EX&NG5 CONCRETE loth, A,.. f «i ll ll f...., f -- - ll ll DRAWNGS X-EX-tml X-EX-ELEC X-EX-RR X-EX.sTRM X-EX-WATR X-EX-SAN X-EX-ROAD No. DATE COMPUTER FLE MANAGEMENT DESCRPTON REVSONS FLE NAME: S: Slralton Flals (Habitat)DwgConstruction PlansEX-01 EXSTNG CONDTONS.dwg CTB FLE: PLOTDATE: :0BAM THS DRAWNG S CURRENT AS OF PlOT DATE AND MAY BE SUBJECT TO CHANGE. SHEET KEY REVEW COPY Matr.lx==h DESGN GROUP-- PRELMNARY THS DRAWNG HAS NOT GOVERNNG AGENCES AND S SUBJECT TO CHANGE MATRX DESGN GROUP, NC. DESGNED : HABTAT FOR HUMANTY CONSTRUCTON DOCUMENTS EXSTNG CONDTONS MAP OCTOBER 1, 2015 DRAWNG No. GGS VERT. NA SHEET 5 OF EX-01

6 SHEETNo. en N E ,-lOUt( = (85.8) EXSTNG PAVEMENT 0 en NOTES: 1. CONTRACTOR TO SCARFY EXSTNG MATERAL LOCATED WTHN THE AREA CONTANED THE PROPOSED MPROVEMENTS 2. EXSTNG SPOT GRADES MEASURED FROM AS-BULT PROVDED PEAK SURVEYNG DATED SPOTS ARE NOTED USNG A DATUM OF 300 FT (.a. "EOP = (81.52)" s aqulvalont to "EOP = (381.52)") 3. ROAD TO BE BULT USNG A TYPCAL SECTON CONSSTNG OF 4" THCK ASPHALT AND 8" THCK CLASS ROAD BASE. SEE DETAL BELOW FOR TYPCAL SECTON WTH MEASUREMENTS. 4. TOWN OF GYPSUM: PUBLC WORKS MANUAL -APPENDX C, FGURE C.5 FOR DETAL OF HANDCAP RAMP TO BE NSTALLED AT NORTH END OF THE PROPOSED CONCRETE PATH. 5. REPORT HP GEOTECH: GEOTECHNCAL ENGNEERNG STUDY, PROPOSED STRATTON FLATS RESDENTAL DEVELOPMENT, U.S. HGHWAY, GYPSUM, CO DATED JANUARY 23, PROPOSED 8 CONCRETE PATH FBER MESH RENFORCED W " CLASS BASE PROPOSED STE LAYOUT SCALE: 1"=20 20 ACCESS AND UTLTY EASEMENT ""MATCii"EXTsfllvG CONCRETE, A,.. " THCK FBER MESH RENFORCED CONCRETE " THCK CLASS BASE COURSE, _._.,. ;.,.... N E CONTRACTOR TO EXSTNG MOUNTABLE CURB AND GUTTER GYPSUM PUBLC WORKS MANUAL APPENDX C, FGURE C-2 4" MX 8" CLASS ROAD BASE -- COTRAClrORTO SCARFY AND RECOMPACT TO 95% STANDARD PROCTOR PER HP GEOTECH REPORT DATED JANUARY 23, 2007.:....,.. :- :.., : :... :-: TCHExiSTiNG....-.: :..... N.15aa.i7 E EOGEOFPAVEMENT.. PEDESTR NSTALLATON.. " EXSTNG MOUNTABLE CURB AND GUTTER GYPSUM PUBLC WORKS MANUAL APPENDX C, FGURE C-2 <J. 5 La 5 LJ <J TYPCAL ROAD & PATH SECTONS N E PROJOSED 8 RENFORCED CONfRETE PATH HANDCAP RAMP DETAL SCALE: 1"=2 SCALE: 1"=5 DRAWNGS r---,_ r ,_---isheetkey X-EX-unL X-EX-ELEC X-EX-RR X-EX-STRM No. DATE DESCRPTON REVSONS X-EX-WATR X-EX-sAN X-TYPSEC HABTAT FOR HUMANTY PRELMNARY X-EX-ROAD X-PR..STE COMPUTER FLE MANAGEMENT FLE NAME: S: Stralton Flals (Habitat)DwgConstruction PlansSffe Plan.dwg CTB FLE: PLOTDATE: :09AM THS DRAWNG S CURRENT AS OF PlOT DATE AND MAY BE SUBJECT TO CHANGE. REVEW COPY CONSTRUCTON DOCUMENTS THS DRAWNG HAS NOT GOVERNNG AGENCES AND S SUBJECT TO CHANGE Matr.lx==h DESGN GROUP-- STE PLAN MATRX DESGN GROUP, NC. DESGNED : BCK BCK GGS SCALE HORJZ 1w" 20 NA VERT. DATE SSUED: SHEET OCTOBER 1, 2015 DRAWNG No. OF ST-01