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HomeMy WebLinkAboutGrading PlansGENERAL SITE NOTES: 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. 2. EXISTING CONDITIONS ARE BASED ON SURVEYS PERFORMED BY STARS TO STONES SURVEYING. THE UTILITIES, AS SHOWN, MAY NOT REPRESENTACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND POTHOLE ALL EXISTING UTILITIES TO VERIFY DEPTH PRIOR TO ANY CONSTRUCTION ACTIVITIES. 4. EXISTING AND PROPOSED CONTOURS ARE AT 2.0 FT INTERVALS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS, THESE UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED IMPROVEMENT AREA FROM DAMAGE, ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE -CONSTRUCTION STATE, 7. THE CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS - 8. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. 9. ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO. EARTHWORK, EROSION AND SEDIMENT CONTROL NOTES: 1. EXISTING AND PROPOSED CONTOURS ARE AT 2.0 FT INTERVALS. 2. THE CONTRACTOR SHALL MAINTAIN SEDIMENT AND EROSION PROTECTION THROUGHOUT THE CONSTRUCTION OPERATION. 3. ALL LANDSCAPED AREAS OUTSIDE OF THE CONSTRUCTION DISTURBANCE ZONE SHALL BE REVEGETATED PER LANDSCAPE SPECIFICATIONS AS SOON AS POSSIBLE AFTER GRADING IS COMPLETE. SEEDING TO BE APPLIED BY HYDROMULCH TECHNIQUES BY A QUALIFIED CONTRACTOR ANDIOR OTHER TECHNIQUES PURSUANT TO RECOMMENDATION BY THE LANDSCAPE ARCHITECT OR OTHER CONSULTANTS. 4. SILT FENCE ON THE DOWNHILL SIDE OF ANY DISTURBED AREA SHALL BE CONSTRUCTED PRIOR TO COMMENCEMENT OF SITE GRADING. 5. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICAL ON SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE APPROPRIATELY LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 6. VEHICLE TRACKING CONTROL DEVICES (MUD RACKS) SHALL BE PROVIDED AT CONSTRUCTION ENTRANCES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF THESE DEVICES, AND IS RESPONSIBLE FOR ANY TRACKING OF SEDIMENT ONTO THE ROADWAYS. ROADWAYS ARE TO BE KEPT CLEAN THROUGHOUT THE CONSTRUCTION PHASE. 7. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNERS. 8. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR TOWN MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST EMISSIONS ARE MITIGATED. 9. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE COUNTY. DUST PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRT FROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDE STREETS. CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE TOWN. 10. CONTRACTOR TO UTILIZE "BEST MANAGEMENT PRACTICES" TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. NO SEDIMENT SHALL LEAVE SITE DURING CONSTRUCTION. 11. CONTRACTOR RESPONSIBLE FOR INSTALLATION, MAINTENANCE, INSPECTION, REPAIR AND REMOVAL OF TEMPORARY EROSION CONTROLS. STORM WATER MANAGEMENT NOTES: 1. ALL CONSTRUCTION PROJECTS WITH UNSTABILIZED DISTURBANCE AREAS OVER 1 ACRE, SUBJECT TO EROSION, REQUIRE A CONSTRUCTION STORMWATER MANAGEMENT PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPHE), WATER QUALITY CONTROL DIVISION (WQCD). 2. THE PERMIT APPLICANT(S) IS THE OWNER AND THE OWNER'S REPRESENTATIVE(S). THE CERTIFICATION UNDER THE PERMIT REQUIRES THAT SPECIFIC ACTIONS BE PERFORMED AT DESIGNATED TIMES. THE OWNER ANDIOR THE OWNER'S REPRESENTATIVE(S) ARE LEGALLY OBLIGATED TO COMPLY WITH ALL TERMS AND CONDITIONS OF THE CERTIFICATION. 3. STORMWATER MANAGEMENT PLANS (SWMPs) ARE REQUIRED FOR ALL PROJECTS REQUIRING A CONSTRUCTION STORMWATER DISCHARGE PERMIT AND SHALL BE MAINTAINED AND UPDATED ON SITE. THE PERMIT HOLDER MUST IMPLEMENT, MAINTAIN AND INSPECT STORMWATER AND EROSION CONTROLS DELINEATED ON THE SWMPs UNTIL THE SITE IS PERMANENTLY STABILIZED AND THE PERMIT IS INACTIVATED. THE PERMIT COVERS ALL WORK ON THE PROJECT INCLUDING WORK PERFORMED BY SUB -CONTRACTORS AND OTHER ENTITIES. IT IS RECOMMENDED BY THE WQCD THAT A SWMP ADMINISTRATOR BE DESIGNATED FOR THE PROJECT. THE SWMP MUST BE KEPT ON SITE FOR USE BY THE ADMINISTRATOR AND REVIEW BY WQCD PERSONEL OR CITY. 4. THE SWMP SHALL BE PREPARED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES, HYDROLOGIC AND POLLUTION CONTROL PRACTICES. THE SWMP NEED NOT BE PREPARED BY A REGISTERED ENGINEER. THE OBJECTIVE OF THE PLAN SHALL BE TO IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) WHICH WHEN IMPLEMENTED WILL MEET THE TERMS AND CONDITIONS OF THE GENERAL PERMIT. THE SWMP SHOULD BE AMENDED AS NEEDED TO REFLECT THE CHANGESIIMPROVEMENTS MADE. 5. THE PERMIT REQUIRES THAT INSPECTION OF THE STORMWATER MANAGEMENT SYSTEM BE PERFORMED AT LEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION OR SNOWMELT EVENT OCCURS. INSPECTION REPORTS MUST BE MAINTAINED ON SITE AND MADE AVAILABLE FOR REVIEW BY WQCD PERSONEL ALL REQUIRED REPAIRS SHALL BE COMPLETED AND MADE IN A TIMELY MANNER, NO LESS THAN 7 DAYS AFTER ANY PRECIPITATIONIRUNOFF EVENT. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM ANY SEDIMENT TRAPPING DEVICE OR AT ANY TIME THAT THE SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE SEDIMENT -TRAPPING DEVICE. 6. THE OBJECTIVE OF THE STORM WATER MANAGEMENT PLAN INCLUDES BUT IS NOT LIMITED TO MINIMIZING THE AMOUNT OF DISTURBED SOIL, PREVENTING RUNOFF FROM OFF-SITE OR UNDISTURBED AREAS FROM FLOWING ACROSS DISTURBED AREAS, SLOWING DOWN THE RUNOFF FLOWING ACROSS THE CONSTRUCTION SITES AND REMOVINGICONTROLLING POTENTIAL SEDIMENT IN RUNOFF FROM ON-SITE DISTURBED AREAS TO PREVENT SEDIMENTATION OF SENSITIVE UNDISTURBED AREAS. 7. A COPY OF THESE PLANS MUST BE KEPT ON SITE, FOR READY AVAILABILITY TO THE OPERATOR, AND SO THAT DIVISION OR EPA PERSONNEL CAN REVIEW IT DURING AN INSPECTION. IF AN OFFICE LOCATION IS NOT AVAILABLE AT THE SITE, THE SWMP MUST BE MANAGED SO THAT IT IS AVAILABLE AT THE SITE WHEN CONSTRUCTION ACTIVITIES ARE OCCURRING (e.g., BY KEEPING THE SWMP IN A SUPERINTENDENTS VEHICLE.) JAM MARO N PROPOSED DRIVEWAY GARFIELD COUNTY THE REMAINDER PARCEL SUNLIGHT PARKWAY SUBDIVISION SEC 34, T6S, R89W, 6TH P.M. 12' DRIVEWAY WIDTH 2:1 MAX (TYP) CATCH SLOPE (TYP) 2% CROSS SLOPE INTO HILLSIDE 18" WIDE, 6" DEEP BORROW DITCH COMPACTED GRAVEL/CLASS 6 BASE COURSE MATERIAL \� \ \ 2:1 MAX CATCH SLOPE !\.//\ OR 1:1 SLOPE WITH BOULDERS TYPICAL DRIVEWAY SECTION N.T.S. SHEET INDEX VICINITY MAP SCALE: 1" = 500' C-1.0 = COVER SHEET C-2.0 = OVERALL EXISTING SITE PLAN C-2.1= OVERALL PROPOSED SITE PLAN C-2.2 = FIRE TRUCK TURN MOVEMENTS C-3.0 = CONSTRUCTION DETAILS PROPOSED LEGEND PROPOSED CURB AND GUTTER PROPOSED 6" WATERLINE W1 - Svc PROPOSED WATER SERVICE ss PROPOSED SANITARY SEWER SERVICE rc roc PROPOSED ELEC, TELE, CABLE - GAi Gas PROPOSED GAS OF UF PROPOSED UNDERGROUND ELECTRIC U,v "ry PROPOSED TELE, CABLE - - - - - - - PROPOSED UNDERGROUND CONDUIT ..�, PROPOSED STORM PIPE EXISTING LEGEND - - PROPERTY LINE - - - - - - - - - Uco ROW z EXISTING RIGHT OF WAY (ROW) coN EXISTING 8" WATER MAIN -- - - 00 - U - J -- ITC. - EXISTING ELEC, TELE, CABLE ---- LIC 00 EXISTING UNDERGROUND TELE, CABLE -- UIU -- --- EXISTING UNDERGROUND ELECTRIC ------ EO£` ----- EXISTING OVERHEAD ELECTRIC w ----- EXISTING IRRIGATION -- X ---- U ry z EXISTING SWALE OR DITCH �1 w4"m N EXISTING CULVERT Q ® A O EXISTING DRAINAGE DRY -WELL Q LD EXISTING SEWER MANHOLE Mon \T W \u EXISTING UTILITY MANHOLE c EXISTING GUY WIRE �., EXISTING POWER POLE hr� EXISTING FIRE HYDRANT Q O w /r<n V 0 EXISTING WATER VALVE sG' EXISTING CURB STOP w EXISTING GAS METER O ° a cl LL, EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL © EXISTING CAN PEDESTAL LU CD �W EXISTING LIGHT POLE -T EXISTING SIGN cc EXISTING STORM INLET �^ 0Z L0 VICINITY MAP SCALE: 1" = 500' C-1.0 = COVER SHEET C-2.0 = OVERALL EXISTING SITE PLAN C-2.1= OVERALL PROPOSED SITE PLAN C-2.2 = FIRE TRUCK TURN MOVEMENTS C-3.0 = CONSTRUCTION DETAILS PROPOSED LEGEND PROPOSED CURB AND GUTTER PROPOSED 6" WATERLINE W1 - Svc PROPOSED WATER SERVICE ss PROPOSED SANITARY SEWER SERVICE rc roc PROPOSED ELEC, TELE, CABLE - GAi Gas PROPOSED GAS OF UF PROPOSED UNDERGROUND ELECTRIC U,v "ry PROPOSED TELE, CABLE - - - - - - - PROPOSED UNDERGROUND CONDUIT ..�, PROPOSED STORM PIPE EXISTING LEGEND - - PROPERTY LINE - - - - - - - - - - EXISTING EASEMENT ROW z EXISTING RIGHT OF WAY (ROW) EXISTING 8" WATER MAIN -- - - - EXISTING 8" SANITARY SEWER MAIN - U - EXISTING GAS -- ITC. - EXISTING ELEC, TELE, CABLE ---- LIC 00 EXISTING UNDERGROUND TELE, CABLE -- UIU -- --- EXISTING UNDERGROUND ELECTRIC ------ EO£` ----- EXISTING OVERHEAD ELECTRIC ---- (Pp' ----- EXISTING IRRIGATION -- X ---- EXISTING FENCELINE - ---- --- ------ EXISTING SWALE OR DITCH �Qz EXISTING CULVERT ® EXISTING ELECTRIC MANHOLE C EXISTING DRAINAGE DRY -WELL Q (S EXISTING SEWER MANHOLE Mon \T EXISTING TELEPHONE MANHOLE \u EXISTING UTILITY MANHOLE c EXISTING GUY WIRE �., EXISTING POWER POLE hr� EXISTING FIRE HYDRANT O Wv /r<n V 0�/ EXISTING WATER VALVE sG' EXISTING CURB STOP w EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL © EXISTING CAN PEDESTAL O EXISTING SEWER CLEANOUT EXISTING LIGHT POLE -T EXISTING SIGN EXISTING STORM INLET Know what's below. 0111 before you dig. 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J l l \ \\\�\\\ Ii 11 / r l I I fill L�q TTT I� Fd T LLL / ///- Esflod" i I II / i ei+ 'i ''-- o / -/ I r I I \ I I I I l 11 1 11 1111 1,14 �} jQ�>sj^�� Iy q �,// ^ �- �� /// y'� (g A 9J /�/ r l ( ( \ \ , \\ \\\ \\ V 1Ir R II i 1` p IY'I 60'ROADEASEM ///� ✓ - RE- JxA I{fG�/// //"' lJ // / \\\\\ n I I I J IiII 1 111 r/ I ' /,/- //// // / OVERALL PROPOSED // -^// J \ \\\ - --;�_� - ---- //- / �1I)I tI \�\�\\ \\\ - - '� --� - kX15r/1NG/ / /- -- ---� 1/// \\\\\\ \\\\\\\\ - - moi% o�IAMET�- / - / \ \\ \\\ \\ \ �, ; -,, / \ \ \ - - - - / - _ cnnP "7J EJ / -w ►�I- r P L- hi\ \ \ \\ � CONTRACi0RT0WIDEN /a-/��-_'// / / / / \\\\\\\\\\ ,llJ Irl ,// -,`� �\ t\ I f) Ir �, -i, REC N0487411�///// ,/ ) I Ill 1 I / rl(Iji I ////- / - /�//,// ,�,,\ \1 �1R E R� I d l llllllll/Ill l flllli IIllIl II �I li � b\r I /l// i' // / / i c4R _- \,\`I I 11 I I IIII / /// J / / / / / / R /JioC ,- - - - I i 1 1 1 I 1 I to III (Ill \1111 l" ' 1 //// o // -/ / / - 1(nowwhatsbBlOW. 1� PY l 1 l ( i l l l l I J I l l I I I // / / r - - 1 i 1 I ) 11 ,ll 11' I ll I t Il I 1 I1\ \1\\ \\11\I1 Itie ll I'i( 11111 /' /' - /' / / \- ----\ \ I l ' I i t 1 I / - \ I I C1I I before you dig. l I / � ' SITEP�AN DRAWING NO. DRIVEWAY ENTRANCE CONTRACi¢R-T�NST� - - / / / _Y � ,�, � �� \� \\\� \ y,! 1 �Vl l \'S I \ \ \ lI l l l l l llllllll tl \ \Il \\� \ \\ \\ 1111 \I i l I t I t I / ;- / - / 1\\\� 1 l l I I tl' 1 1 1 I i �` I l I 1 \\ \ //111111 FOR EASIER ACCESS TRACKING CONTROL PAD-hT� j j j DRIVEWAY ENTRANCE, - - /// � �� 'PR-O_P�T ', ��I�I�1} /- / / i -i= I \\ \\\\ \ II I -- l l l l \\ \\ ll BE O E VOUS°IG, 6MDE,IN IXC\ ATE r ( IIII \1\\ 1\\\ \\\\ \\\\ \\\\ \ \llllll iti 1111 1 I I \ 6\\\\ \ \\\11\\I\I\ 111\1111 l tl( IIII ( /„ /,- -�� / /" /J '/ � ✓ i_` \ l IFOORE YOU DIG, GOFUNDR EXCAVAD l\\\1 l l I I l 11 1 11111 //� -i i �/ I I IIII AIA}'i\1111\ I'll 1\V \1 1\\1�� ll l 11 111 / ; I I nnEnnaEeulunRs 7 -`•S SEE SHEETC-s.oFORDErAIIs - -/i _-w --// Jj - - -// /i _ j i \ \t 1�VAVA\,A ll II AAVAIV AAAV 0v� � ; \V\\ \� Ill I I �, �,1,, Ill II 1 ({�/ ' o��/////�//'�JJo � l l IIII, � 1 j I ) 26+5 —_ 0 N 0 PROPOSED GARAGE/RESIDENCE, SEE ARCHITECT DRAWINGS FOR DETAILS FIRE TRUCK TURNAROUND AT \ GARAGE/RESIDENCE FIRE TRUCK AT DRIVEWAY ENTRANCE FIRE TRUCK TURN MOVEMENT AROUND CORNER - STA: 11+00 - 13+00 TURNING MOVEMENT LEGEND �� VEHICLE CLEARANCE -- --- --- ------------ FRONT WHEEL TRACKING REAR WHEEL TRACKING VEHICLE CENTERLINE CIS 15 54 7.08 21.38 GWS FIRE Width Track Lock to Lock Time Steering Angle FIRE TRUCK PROFILE feet : 9.68 : 6.91 : 6.0 : 45.0 2 Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTIUTIES GRAPHIC SCALE ( IN FEET ) finch = 20 ft. un 71, W 2 0 L: IY LU 00 a � J y. z�� Q Q z 2�:D z 2 w O < <>ULr) �o 0 a 0 w � LU V) �C O < CL (D O oc CL I DATE I REVISION I TITLE FIRE TRUCK TURN MOVEMENTS DRAWING NO. ^� C -L.2 UN GO J 0 J 0 0 w ZJ a rr 0 0 W W C) Z� _ a /R W Z� W� `) VJ W W N LL � U) Z_ O/ a V) CD 0 Ln DESIGNED BY KTS DRAWN BY KTS CHECKED BY YTN DATE: 08/12/2022 JOB N0. 32105.01 un 71, W 2 0 L: IY LU 00 a � J y. z�� Q Q z 2�:D z 2 w O < <>ULr) �o 0 a 0 w � LU V) �C O < CL (D O oc CL I DATE I REVISION I TITLE FIRE TRUCK TURN MOVEMENTS DRAWING NO. ^� C -L.2 12' DRIVEWAY WIDTH 2:1 MAX (TYP) COMPACTED CATCH SLOPE GRA(TYP)�BASE COURSE 6 2% CROSS SLOPE BASE COURSE INTO HILLSIDE MATERIAL 18" WIDE, 6" DEEP BORROW DITCH S'iYY �h cfi x 7 ` ' 2:1 MAX CATCH SLOPE OR 1:1 SLOPE WITH BOULDERS TYPICAL DRIVEWAY SECTION N.T.S. NOTES: 1. FOR WIDENED DRIVEWAY SECTIONS, STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. MINIMUM 8" CLASS 6 BASE COURSE MATERIAL TO BE PLACED ON TOP OF SUBGRADE 2. FOR AREAS WHERE 2:1 CATCH SLOPE CANNOT BE MAINTAINED, CONTRACTOR TO PLACE ONSITE BOULDERS AT 1:1 MAX SLOPE UNTIL 2:1 CATCH SLOPE CAN BE MET 3. 12% MAXIMUM GRADE 2% CROSS SLOPE INTO HILLSIDE — 2% MIN SLOPE 12" MIN DIA ADS N-12 RIPRAP EROSION PROTECTION TO BE PLACED AT THE BOTTOM OF ALL CULVERTS TYPICAL CULVERT SECTION COMPACTED GRAVEL/CLASS 6 BASE COURSE 12" MIN MATERIAL F- COVER 12" DIA FLARED END SECTION NOTES: N.T.S. 1. FOR WIDENED DRIVEWAY SECTIONS, STRIP ALL TOPSOIL, SCARIFY AND RECOMPACF MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR, MINIMUM 8" CLASS 6 BASE COURSE MATERIAL TO BE PLACED ON TOP OF SUBGRADE. 2. FOR AREAS WHERE 2:1 CATCH SLOPE CANNOT BE MAINTAINED, CONTRACTOR TO PLACE ONSITE BOULDERS AT 1:1 MAX SLOPE UNTIL 2:1 CATCH SLOPE CAN BE MET 3. 12% MAXIMUM GRADE ON DRIVEWAY (1,.2) INTEGRATED.DUCTILEIRON FRAME &.GRALTE TO MATCH BASINO..D,. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANIT TAKE OFF) NYLOPLAST 24" DRAIN BASIN: 2824AG__X MINIMUMPIPE BURIAL DEPTH PERPIPE MANUFACTURER. RECOMMENDATION (MIN. MANUFACTURING REO SAME AS MIN SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILAELE: 4" - ZV FOR CORRUGATED HDPE (ADS N-121 WXOR DUAL WALL, m ADSIHANCORSINGLE WALL)N-1 2 HP, PVC SEWER (EX $DR A. a' PVC; DWV.(EkSCH40),PVC C96WC905,CORRUGATED&RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN). 1 - GRATENSOLID COVER SHALL BE DUCTILE IRON PER ASTM ASW GRADE 7D%% 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A%S OWE 70-W05. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 70D1-1IM. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALLCONFORM TO ASTM D3212 FORCORRUDATED HOPE (ADS N-121HANCORDLIAL WALL), N-12 HP AL PVC SEWER 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE V T03 [!-. TO DETERMINE MINIML ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70-11002. NYLORAST HAS PROPRIETARYRIGHTS. THE RECEIPT OR POSSESSION OF THIS PRIM DOES NOT CONFER TRANSFER ORUCENSE THE USE OF THE ZVGN OR TECHNICAL INFORMATION MOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFOR IMMON CONTAINED HEREIN, OR MANUFACTURE OF ANY Ir MIN WIDW GUIDELINE W MIN THICKNESS GUIDELINE' TRAFFICLOADS CONCRETE SLAB DIMENSIONSAREFOR GUIDELINE PURPOSES ONLY ACTUAL CONCRETE SLAB MUST BE DESIGNED TAXING INTO CONSIDERATION LOCAL SOB. CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DMIGN FACTORS: SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION: (3) VARIABLE SUMP ANS ACCORDINGTO PLANS (r MIN BASED ON 4` MIN f MANUFACTURING REQ-) THE BACKFILL MATERIAL. SHALL BE CRUSHED STONE OR OTHER GRANULAR' MATERIAL MEETING THE: REQUIREMENTS: OF CLASS 1, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS. PEDESTRIAN LOAD RATING MEETSN-IC PART 0 2499CGP DRAVANG 9 7001-110-218 STANDARD MEETS H -2C 2499CGS 70Ui-110-217 SOLJDCOVER MEETS H -202499L=7001-170-21& RIPRAP %SMALLER INTERMEDIATE d5O-(IN) DOME N.!A 2499CM 7001 -HU -219 DROP W GRATE LIGHT DUTY 2401D1 TdC1 110-075 PHN(M)OMM3 NylopIIaM,: FAA(nBn20191) ITTLE DATE M14AI 124 N DRAIN BASIN QUICKSPEH: BSTALLATION DETAIL DM SIZE A SCALE 1.40 SHEET IOF1 DIRT N0. 7001.111HI2 REV E � s ��X�ENce =o 3" (MJNUS) ROCK, I OR RECYCLED IL-12' MIN. CONCRETE s i -♦ h f 'f IN ,�, ATE BASE COURSE SILT FENCE INSTALLATION EXISTING MIRAFI NOTES GRADE FABRIC 1, ALL ROCKTO BE REMOVED UPON COMPLETION OF CONSTRUCTION. 2. PUBLIC ROADWAY TO BE KEPT CLEAN AND FREE OF MUD, DIRT AND DEBRIS AT ALL TIMES. 3. ALIGNMENT OF CONSTRUCTION ACCESS SHALL PROVIDE MINIMUM LENGTH OF 40.4'T MEASURED FROM THE CENTERLINE. VEHICLE TRACKING CONTROL N.T.S. APROX. 90' TO INLET PROTECTION DETAIL - AREA DRAINS, DRYWELLS, CULVERTS N.T.S. APPROX. 900 TO EACH OTHER ADDLES" v "A 1 SPACED SO TOP OF WATTLE IS EVEN STRAW WATTLE DETAIL WITH TOE OF NEXT IN FLOW PATH. N.T.S. -NTS- NOTE: EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL LANDSCAPING IS COMPLETED, OR AS DIRECTED BY LOCAL JURISDICTION _ 1/2H (12" MI POST ANCHORED TO FABRIC MATERIAL (ANCHORED INTRENCH) 4,x4.. TRENCH COMPACTED BACKFILL FLOW SECTION -NTS- SILT FENCE DETAIL (NOT TO SCALE) I ,,'� D = INSIDE 3D D PIPE DIAMETER PLAN 75xd50 -•� ..,� 11111=Ili=1r SECTION A -At PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL CULVERT PIPE OUTLET PROTECTION RIPRAP NOTES: 1. SEE PLANS FORD (INSIDE DIAMETER OF CULVERT) & NOMINAL STONE SIZE (d50) 2. PLACE TOPSOIL IN RIPRAP VOIDS AND APPLY SEED PER LANDSCAPE PLANS AND SPECS RIPRAP SIZING NOTES: KTS RIPRAP SHALL CONFORM TO THE MATERIAL, GRADATION AND CONSTRUCTION REQUIREMENTS OF SECTION 506, RIPRAP, OF THE STATE DEPARTMENT OF HIGHWAYS, DIVISION OF HIGHWAYS, STATE OF COLORADO, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. TABLE 506-2E IS REDUCED BELOW. TABLE 5-1 -CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP %SMALLER INTERMEDIATE d5O-(IN) DESIGNATION THAN GIVEN ROCK DIM (IN) SIZE BY WEIGHT TYPE VL 70-100 12 6 50-70 9 35-50 6 2-10 2 TYPE L 70-100 15 9 50-70 12 35-50 9 2-10 3 TYPE M 70-100 21 12 50-70 18 35-50 12 2-10 4 TYPE H 100 30 18 50-70 24 35-50 18 2-10 6 TYPE VH 100 42 24 50-70 33 35-50 24 2-10 9 'd50=NOMINAL STONE SIZE Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FORTHE MARKING OF UNDERGROUND MEMBER URHUTIES UM N J ED J W 0 (� w g ZJ z o ED W Lr o W ca, zM ao W m � r Zoo W n cQ I, CL z v 0 a N v, ) O DESIGNED BY KTS 0 DRAWN BY KTS m CHECKED BY YTN DATE: 08/12/2022 JOB NO. 32105.01 I— I DATE I REVISION I TITLE CONSTRUCTION DETAILS DRAWING NO. C-3.0 w 0 m 00 = J zao0 0 LU 0 Q U 0 c LU L U U. / L / Q /'0/� LL 1= CL I— I DATE I REVISION I TITLE CONSTRUCTION DETAILS DRAWING NO. C-3.0 Site 6 am, fr -:. �r - c,' -n a r-;,"" ''moi-.— ,-�-^-'� x ` } \ V I Al T75 M1 VICINITY MAP -� 1f, Not to Scale ®—LEGEND Well (4 — Gas Marker —xxx —x Fenceline —E---OH— — Overhead Electric Line K M Improvement Survey Plat The Remainder Parcel Sunlight Parkway Subdivision Section 34 T. 6S., R. 89W. of the 6th P.M. Garfield County, Colorado ' / jLot 5, Prehnn Ranch ! / Found Survey Monument t / 1.25" Orange Plastic Cap on 5/8" Rebar Stamped LS 29030 389.01'16"E 1332.57' 67.8 172:f3' 0 240.04 1092.57' o � 3c . S88038'22"W o t 60.00 i JVP Mi�W;17- =y":1111111111 o I I v 1 m p I O � w to N W S m ,n Sec34) 34) ;n J - M N C) (P I Z N 10' Wide 2 Tract Road 1 I,'1 ound Survey Monument i 1.25" Orange Plastic Cap Fi S833T30"E 24700' on 5/8" Rebar Stamped LS 36572 II undelanirieaa.,er � M 1 � vacant targe cw. � fi � � 3 I M / 2 Tract Road x CD o Z Found Survey Monument x Rebar and Cap IFound Survey Monument Stamped LS 5447 —'—� Sta Rebar and Cap Stamped LS 5447 N89'32'26"W 931.84' _ S0915'09"W 184.29' / N74'35'23"E/ oH, 95.95 OH— N3911'28"E� _ — — o _ , .v Lot 2, Sunlight New � 42.31' .� M f 60' Road Easement oa o I Lot 7, Sunlight Yew Book 963, Page 536 1 60' Road Easement — Rec. No. 487411 Lot 9, Sunlight View I N14'37'56"W Rec. No. 309906 ww 382.57' Lot 6. Sunlight View Sol 58'40"E 90.04' N01'58'40'W fi 93.80' S00'20'42'E I I 286.53' 7' 115 1 rt L=91.43' Ch Brg=1419-48'40'E Ch Dist=89.56' S70'21r E S81'15I05 E 64.25 60.01' is C N Co Izn 0 rn CO Lot 7, Prehnn Ranch Found Survey Monument SE 1/16 Section 34 3.5" Aluminum Cap & 3/4" Rebar Stamped LS 19598 r, r, rn / / / / / SEI /455 ,t, Found Survey Monument 1.25" Yellow Plastic Cap on 5/8" Rebar Stamped LS 38215 Lot 4 Prd'rnRK4 Found Survey Monument E 1/16 Section 34 3.5" Aluminum Cop 3/4"Rebor Stamped LS 19598 PROPERTY DESCRIPTION: A Tract of land located in the S1/2 of Section 34, Township 6 South, Range 89 West of the 6th P.M., Garfield County, Colorado, said parcel being more particularly described as follows: Beginning at the Southeast Comer of the SW1/4SE1/4 of said Section 34; thence North 08'43'55" East a distance of 1513.92 feet along the East line of said SW1/4SE1/4 to the Northeast Comer thereof; thence North 89'01'16' West a distance of 1332.57 feet along the Northerly line of said SW1/4SE1/4 to the Easterly boundary of Sunlight Parkway as shown on the 1st Amended Plat of Sunlight Parkway, County of Garfield, State of Colorado, recorded as Reception No. 566968; thence South 08'49'40' West along said Easterly boundary , a distance of 301.08 feet; thence South 88'38'22' West along said Easterly boundary, a distance of 80.00 feet; thence South 03'48'23" East along said Easterly boundary, a distance of 360.00 feet; thence South 03'48'23" East along said Easterly boundary, a distance of 365.42 feet; thence South 8337'30" East along said Easterly boundary, a distance of 247.00 feet; thence South 00'24'34' East along said Easterly boundary, a distance of 461.03 feet to the south line of said Section 34;thence South 89'32'26" East along said South line, a distance of 931.84 feet to the Point of Beginning. Less that portion contained in Quit Claim Deed recorded December 1, 2014 as Reception No. 856616. NOTES: 1. Basis of Bearings: Bearings shown hereon are based on an assumed bearing of S08'43'55"E, the line between the Northeast Parcel Comer being the SE 1/16 Section 34, a 3.5" Aluminum Cap Stomped LS 19598 on a 3/4' Rebar, and the Southeast Parcel Comer being the E 1/16 Section 34, a 3.5' Aluminum Cap Stamped LS 19598 on a 3/4" Rebar, both comers being monumented as shown hereon. 2. This map has been prepared pursuant to client request for an Improvement Survey Plat of the Remainder Parcel as reflected on the plat of Sunlight Parkway. 3. Date of field survey : January 6, 2020 4. Units of linear measurements are displayed in US Survey Feet. 5. SGM is not responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made. 6. Subsurface utilities are not shown. Prior to any excavation client/contractor must contact specific utility companies to verify both the location and depth of respective utilities. Additional surveying work may be required to show any such subsurface utility locations on this drawing. SGM is not responsible for protection of subsurface utilities. 7. Property descriptions shown hereon are based on the title commitment as referenced below. 8. Fences shown hereon, if any, have been shown for general reference and do not necessarily depict limits of ownership. 9. Due to current snow cover on this property, it is possible that some ground level features may not be shown, or the locations shown hereon may be approximate (i.e. edge of d(ves, walks, water valves, etc.). 10. The property shown hereon is subject to all easements, rights—of—way, building setbacks or other restrictions of record, as such items may affect this property. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easement and other encumbrances of record has been taken from the title insurance commitment issued by Commonwealth Title Company of Garfield County, Inc., File No. 1912003, having an effective date of December 2, 2019. Every attempt has been made to show all easements, rights—of—way, etc. referred to in the Schedule B2 Exceptions recited in said title insurance policy. Some such items may not be shown (i.e. Items 1 thru 12,14,15,16,17) if they are standard title commitment exceptions, or if not sufficiently described in recorded documents to be shown graphically, or if they are situated on adjacent properties, or if they affect the property in general, etc. In regards to other such items: Item 13: Terms and conditions of Easement Agreement and Grant of Easement recorded January 8, 1996 in Book 963 at Page 536. Affects the subject parcel as shown hereon. 11. Additional record maps used to prepare this document: Final Plat, Sunlight Parkway Minor Subdivision, Reception No. 924048 and 2nd Amended Plat of Sunlight Parkway, Reception No. 856617. URVEYOR'S CERTIFICA I, Scott A. Hemmen, being a registered Professional Land Surveyor, licensed in the State of Colorado, do hereby certify to Commonwealth Title Company of Garfield County, Inc., William M. Zilm and Charlotte B. Zilm, that this is on Improvement Survey Plat as defined by CRS 38-51-102(9), resulting from a monumented land survey, showing the current location of all significant visible structures, utilities, fences, hedges, or walls situated on the described parcel and within five feet of all boundaries of such parcel, and also any visible conflicting boundary evidence or encroachments, and all easements and rights—of—way of a public or private nature that are visible, or apparent, or of record, and underground utilities described in or other sources as specified in the title commitment referenced hereon, and that this Improvement Survey Plat was prepared by SGM, on this date, January 13, 2020, based on site conditions as they existed during a field survey performed during January 6, 2020, under my direct supervision and checking and that it is true and correct to the best of my knowledge and belief. Scott A. Hemmen Colorado PLS # 38182 OQ�P C�c For, and on behalf of SGF1 iI -0 31 �/1A8182 �Z o Graphic Scale 0 75 150 300 In U.S. Feet :1" = 150' a O v 0r A=W46'09' CN O c R=100.00' / Ch Brg=N23'02'18'E =300 U) Ch Dist=79.38' to O rn 115 1 rt L=91.43' Ch Brg=1419-48'40'E Ch Dist=89.56' S70'21r E S81'15I05 E 64.25 60.01' is C N Co Izn 0 rn CO Lot 7, Prehnn Ranch Found Survey Monument SE 1/16 Section 34 3.5" Aluminum Cap & 3/4" Rebar Stamped LS 19598 r, r, rn / / / / / SEI /455 ,t, Found Survey Monument 1.25" Yellow Plastic Cap on 5/8" Rebar Stamped LS 38215 Lot 4 Prd'rnRK4 Found Survey Monument E 1/16 Section 34 3.5" Aluminum Cop 3/4"Rebor Stamped LS 19598 PROPERTY DESCRIPTION: A Tract of land located in the S1/2 of Section 34, Township 6 South, Range 89 West of the 6th P.M., Garfield County, Colorado, said parcel being more particularly described as follows: Beginning at the Southeast Comer of the SW1/4SE1/4 of said Section 34; thence North 08'43'55" East a distance of 1513.92 feet along the East line of said SW1/4SE1/4 to the Northeast Comer thereof; thence North 89'01'16' West a distance of 1332.57 feet along the Northerly line of said SW1/4SE1/4 to the Easterly boundary of Sunlight Parkway as shown on the 1st Amended Plat of Sunlight Parkway, County of Garfield, State of Colorado, recorded as Reception No. 566968; thence South 08'49'40' West along said Easterly boundary , a distance of 301.08 feet; thence South 88'38'22' West along said Easterly boundary, a distance of 80.00 feet; thence South 03'48'23" East along said Easterly boundary, a distance of 360.00 feet; thence South 03'48'23" East along said Easterly boundary, a distance of 365.42 feet; thence South 8337'30" East along said Easterly boundary, a distance of 247.00 feet; thence South 00'24'34' East along said Easterly boundary, a distance of 461.03 feet to the south line of said Section 34;thence South 89'32'26" East along said South line, a distance of 931.84 feet to the Point of Beginning. Less that portion contained in Quit Claim Deed recorded December 1, 2014 as Reception No. 856616. NOTES: 1. Basis of Bearings: Bearings shown hereon are based on an assumed bearing of S08'43'55"E, the line between the Northeast Parcel Comer being the SE 1/16 Section 34, a 3.5" Aluminum Cap Stomped LS 19598 on a 3/4' Rebar, and the Southeast Parcel Comer being the E 1/16 Section 34, a 3.5' Aluminum Cap Stamped LS 19598 on a 3/4" Rebar, both comers being monumented as shown hereon. 2. This map has been prepared pursuant to client request for an Improvement Survey Plat of the Remainder Parcel as reflected on the plat of Sunlight Parkway. 3. Date of field survey : January 6, 2020 4. Units of linear measurements are displayed in US Survey Feet. 5. SGM is not responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made. 6. Subsurface utilities are not shown. Prior to any excavation client/contractor must contact specific utility companies to verify both the location and depth of respective utilities. Additional surveying work may be required to show any such subsurface utility locations on this drawing. SGM is not responsible for protection of subsurface utilities. 7. Property descriptions shown hereon are based on the title commitment as referenced below. 8. Fences shown hereon, if any, have been shown for general reference and do not necessarily depict limits of ownership. 9. Due to current snow cover on this property, it is possible that some ground level features may not be shown, or the locations shown hereon may be approximate (i.e. edge of d(ves, walks, water valves, etc.). 10. The property shown hereon is subject to all easements, rights—of—way, building setbacks or other restrictions of record, as such items may affect this property. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easement and other encumbrances of record has been taken from the title insurance commitment issued by Commonwealth Title Company of Garfield County, Inc., File No. 1912003, having an effective date of December 2, 2019. Every attempt has been made to show all easements, rights—of—way, etc. referred to in the Schedule B2 Exceptions recited in said title insurance policy. Some such items may not be shown (i.e. Items 1 thru 12,14,15,16,17) if they are standard title commitment exceptions, or if not sufficiently described in recorded documents to be shown graphically, or if they are situated on adjacent properties, or if they affect the property in general, etc. In regards to other such items: Item 13: Terms and conditions of Easement Agreement and Grant of Easement recorded January 8, 1996 in Book 963 at Page 536. Affects the subject parcel as shown hereon. 11. Additional record maps used to prepare this document: Final Plat, Sunlight Parkway Minor Subdivision, Reception No. 924048 and 2nd Amended Plat of Sunlight Parkway, Reception No. 856617. URVEYOR'S CERTIFICA I, Scott A. Hemmen, being a registered Professional Land Surveyor, licensed in the State of Colorado, do hereby certify to Commonwealth Title Company of Garfield County, Inc., William M. Zilm and Charlotte B. Zilm, that this is on Improvement Survey Plat as defined by CRS 38-51-102(9), resulting from a monumented land survey, showing the current location of all significant visible structures, utilities, fences, hedges, or walls situated on the described parcel and within five feet of all boundaries of such parcel, and also any visible conflicting boundary evidence or encroachments, and all easements and rights—of—way of a public or private nature that are visible, or apparent, or of record, and underground utilities described in or other sources as specified in the title commitment referenced hereon, and that this Improvement Survey Plat was prepared by SGM, on this date, January 13, 2020, based on site conditions as they existed during a field survey performed during January 6, 2020, under my direct supervision and checking and that it is true and correct to the best of my knowledge and belief. Scott A. Hemmen Colorado PLS # 38182 OQ�P C�c For, and on behalf of SGF1 iI -0 31 �/1A8182 �Z o Graphic Scale 0 75 150 300 In U.S. Feet :1" = 150' 010©©loI©[l7 Title: Improvement Survey Plat Sheet No. 1 Of: 1 O v 0r CN O c (D-0 =300 U) to O rn m 3 y 3 ys' X tz O cn to O 3301 00 C0 0 0, 010©©loI©[l7 Title: Improvement Survey Plat Sheet No. 1 Of: 1