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HomeMy WebLinkAboutB18-0310_Approved Plans_1534528662.pdfPROJECT SITE CONSTRUCTION PLANS FOR SOLAR VAIL APARTMENTS TOWN OF VAIL EAGLE COUNTY, STATE OF COLORADO SECTION 4, TOWNSHIP 5 SOUTH RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN PROJECT CONTACTS: OWNER SONNENALP RESORT OF VAIL CONTACT: JOHANNES FAESSLER 20 VAIL ROAD VAIL, CO 81657 970-479-5444 ARCHITECT GPSLARCHITECTS CONTACT:HENRY PRATT, AIA 953 S. FRONTAGERD., STE. 230 VAIL, CO 81657 970-476-1147 LANDSCAPE ARCHITECT DENNIS ANDERSON ASSOC., INC. CONTACT: DENNIS ANDERSON, PLA PO BOX 1387 EDWARDS, CO81632 CIVIL ENGINEER INTER-MOUNTAIN ENGINEERING CONTACT:BRAD STEMPIHAR, PE 30 BENCHMARK RD. STE, 216 AVON, CO81620 970-949-5072 MEP ENGINEER BGBUILDING WORKS, INC. CONTACT: JESSICA HALL, PE 222 CHAPEL PLACE UNIT AC-201 AVON, CO81620 970-949-6108 STRUCTURAL ENGINEER JVA, INC CONTACT: MARK SORENSON, PE 1319 SPRUCE STREET BOULDER, CO80302 303-444-1951 GEOTECHNICALENGINEER HP-KUMAR CONTACT: STEVEN PAWLAK, PE 5020 COUNTY ROAD 154 GLENWOODSPRINGS, CO81601 970-945-7988 FIRE PROTECTION ENGINEER VERITAS FIRE ENGINEERING CONTACT: KERRY, MADIGAN, PE 12365 W. AALMEDA PARKWAY, STE. 135 LAKEWOOD, CO 80228 303-985-3300 GOVERNINGAUTHORITY TOWN OF VAIL 75 S. FRONTAGERD. VAIL, CO 81657 970-479-2100 UTILITY CONTACTS: GASUTILITY XCEL ENERGY CONTACT: BRITT MACE 200 W. 6TH ST. PO BOX 1819 SILVERTHORNE, CO 80498 (970) 262-4032 ELECTRIC UTILITY HOLY CROSS ENERGY CONTACT:JEFF VROOM 3799 Hwy 82 POBOX 2150 GLENWOODSPRINGS, CO 81602 970-947-5425 WATER & SEWER EAGLE RIVER WATER & SANITATION DISTRICT CONTACT: TUG BIRK 846 FOREST RD VAIL, CO 81657 (970) 477-5449 TELEPHONE UTILITY CENTURY LINK CONTACT: KELLY McCLERNON 401 SAWATCH RD. POBOX 570 EAGLE, CO81631 970-328-8288 TELEPHONE UTILITY COMCAST CABLE CONTACT: MICHAEL JOHNSON 201 ASPEN AIRPORT BUSINESS CENTER ASPEN, CO81611 970-930-4713 RIGHT-OFWAY COLORADO DEPARTMENT OF TRANSPORTATION CONTACT:DAN ROUSSIN 222 S. 6TH ST., RM 100 GRAND JUNCTION, CO 81501 970 683-6284 ISSUED FOR PERMIT Sheet List Table Sheet Number Sheet Title C-01 CIVIL COVER SHEET C-02 CIVIL GENERAL NOTES C-03 EXISTING CONDITIONS C-04 DEMOLITION PLAN C-05 SITE PLAN C-06 GRADING AND DRAINAGE PLAN C-07 STORMSEWER PLAN AND PROFILE C-08 EROSION CONTROL PLAN C-09 UTILITY PLAN C-10 UTILITY PLAN AND PROFILES C-11 TYPICAL DETAILS-1 C-12 TYPICAL DETAILS-2 C-13 TYPICAL DETAILS-3 C-14 TYPICAL DETAILS-4 C-15 TYPICAL DETAILS-5 C-16 TYPICAL DETAILS-6 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 Δ 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NETPublic Way Permits required for any work with TOV/CDOT property. Contact the PW Department 08/17/18 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NETShow turning movements in 21Cand 22 for Buiding Permit 08/17/18 S SS D D 82 3 1 8 22 482308 22882298231823282338 22 3 8229 8218 8225 8228 8229 8225 8230 8224 8226 8227 8228 8229 8226 8227 8 210 82 09 8 2 1 18212 8 2 1 0 8215 82 09 8211821282138214821682178218 82088209 82078207 82118215 8225 8225822382248226 82278 220 8210 82088209 8208 8222 8223 8 2 2 4 82 40 8230 82288229 8 22 0 822 1 822 2 821582208211821282138214821682178218821982268226822782288229 8230 8231 8232 8233 8219 8220 8220 8215 82218235 82408241 8240 82088227 8 23 0 823 5 8231 8232 8233 8234 8233 82 35 82348240 8241 8242 82208221822282238239 8240 8241 8242 8243 82228222 82408244824 3 8248824482408243 8244 8217 8212 82138214 8220 8245 8217 8218 8232 8233 8234 8225 8234 8235 8225 822 5 8240 8241 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NETNOTE: OWNER AND CONTRACTOR SHALL COORDINATE AND OBTAIN WRITTEN PERMISSION FROM NEIGHBORING PROPERTY OWNERS BETWEEN LOTS FOR ANY TEMPORARY OR PERMANENT IMPROVEMENTS, GRADING, OR SITE ACCESS. 08/17/18 RIM=8224.50' 18" INV. OUT=8220.51' (S) S SS D D INSTALL 22.4 L.F. 18" RCP @ 5.35% W. F.E.S. CDOT TYPE C INLET RIM=8224.50' 18" INV. OUT=8220.51' (S) STRM-MH-1 (CONTECH CDS2015-4 OR EQUAL) RIM=8222.54' 12" INV. IN=8215.60' (N) 6" INV. IN=8217.16' (W) 18" INV. OUT=8215.10' (E) STRM-MH-2 (TYPE 13 COMBO) RIM FL=8216.80' 8" INV. IN=8212.03' (N) 18" INV. IN=8211.20' (W) 18" INV. OUT=8210.70' (E) STRM-MH-3 RIM=8210.18' 18" INV. IN=8205.60' (W) 18" INV. OUT=8205.50' (E) STRM-MH-4 (TYPE 13 COMBO) RIM FL=8207.06' 18" INV. IN=8203.82' (W) 18" INV. OUT=8203.72' (E) EX-INLET (TYPE C) RIM=8206.36' 18" INV. IN=8202.56' (W) 18" INV. IN=8202.56' (E) 24" INV. OUT=8201.96' (S) 15-INCH-NYLOPLAST INLET-1 RIM=8234.15' 8" INV. OUT=8229.65' (E) 15-INCH-NYLOPLAST INLET-3 RIM=8234.15' 8" INV. IN=8228.68' (N) 8" INV. OUT=8228.68' (E) 15-INCH-NYLOPLAST INLET-4 RIM=8234.15' 8" INV. IN=8228.24' (W) 8" INV. IN=8227.24' (E) 15-INCH-NYLOPLAST INLET-5 RIM=8234.15' 8" INV. OUT=8228.24' (W) 8" INV. OUT=8221.00' (S) 15-INCH-NYLOPLAST INLET-6 RIM=8243.25' 6" INV. OUT=8238.75' (E) 15-INCH-NYLOPLAST INLET-2 RIM=8234.15' 8" INV. IN=8229.07' (W) 8" INV. OUT=8229.07' (S) 8231 8 224823082288229823182328233 8 223 8229 8218 8225 8228 8229 8225 8230 8224 8226 8227 8228 8229 8226 8227 8 2 1 0 8209 8 21 18212 821 0 8215 8 2 0 9 8 211821282138214821682178218 82088209 82078207 82118215 8225 8225822382248226 82278220 8210 82088209 8208 8222 8223 82 2 4 82 40 8230 82288229 8 2 20 8 2 2 1 8 22 2 821582208211821282138214821682178218821982268226822782288229 8230 8231 8232 8233 8219 8220 8220 8215 82218235 82408241 8240 82 0 8 8227 823 0 8235 8231 8232 8233 8234 8233 8235 82348240 8241 8242 82208221822282238239 8240 8241 8242 8243 82228222 82408244824 3 82488 2 4 482408243 8244 821 7 8212 82138214 8220 8245 8217 8218 8232 8233 8234 8225 8234 8235 8225 8225 8240 8241 24.0 L.F. 12" HDPE PIPE @ 6.46% 135.0 L.F. 18" HDPE PIPE @ 2.89% 83.0 L.F. 8" PVC @ 8.84% 46.2 L.F. 18" HDP E PIPE @ 11.03% 56.0 L.F. 18" HDPE PIPE @ 3.00%9 6.8 L.F. 18" RCP @ 1 .2 0% 19.4 L.F. 8" PVC @ 3.00% 14.8 L.F. 8" PVC @ 3.00% 33.4 L.F. 8" PVC @ 3.00% 22.1 L.F. 6" PVC @ 3.00% INV. EL.=8217.15' INV. EL=8219.50' INV. EL=8217.63' INV. EL.=8237.70' INV. EL.=8213.66' INV. EL=8217.00' INV. EL=8216.50' INV. EL=8215.00' 12.9 L.F. 8" PVC @ 3.00% 62.3 L.F. 6" PVC @ 3.00% 10.6 L.F. 6" PVC @ 3.00% 18-INCH NYLOPLAST INLET RIM=8224.52' 8" INV. OUT=8213.84' (E) 21.7 L.F. 8" PVC @ 3.00% 38.5 L.F. 8" PVC @ 3.00% 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 S SS D D CDOT TYPE C INLET RIM=8224.50' 18" INV. OUT=8220.51' (S) 8231 822 482308 22882298231823282338223 8229 8218 8225 8228 8229 8225 8230 8224 8226 8227 8228 8229 8226 8227 8 210 8209 8 2 1 18212 82 10 8215 8 209 82 11821282138214821682178218 82088209 82078207 82118215 8225 8225822382248226 82278220 8210 82088209 8208 8222 8223 8 2 2 4 8240 8230 82288229 8220 8221 82 22 821582208211821282138214821682178218821982268226822782288229 8230 8231 8232 8233 8219 8220 8220 8215 82218235 82408241 8240 82 0 8 8227 8 23 0 8235 8231 823 2 8233 8234 8233 823 5 82348240 8241 8242 82208221822282238239 8240 8241 8242 8243 82228222 824 08244824 3 82488 2 4 482408243 8244 8217 8212 82138214 8220 8245 8217 8218 8232 8233 8234 8225 8234 8235 8225 822 5 8240 8241 NOTES: 1. CONTRACTOR IS RESPONSIBLE AND SHALL EMPLOY EROSION CONTROL MEASUREMENTS IN COMPLIANCE WITH BEST MANAGEMENT PRACTICES PER LOCAL AND STATE REGULATIONS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) FOR THE PROJECT DURATION. CONTRACTOR SHALL INSPECT BMP'S WEEKLY AND AFTER EVERY PRECIPITATION EVENT. CONTRACTOR SHALL DOCUMENT INSPECTION AND MAKE REPORTS AVAILABLE UPON REQUEST. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE BMP HEIGHTS OR, AT ANY TIME THAT THE BMP FUNCTIONALITY IS ADVERSELY IMPACTED. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED WITHIN 48 HOURS OF IDENTIFICATION, UNLESS OTHERWISE AGREED UPON. TEMPORARY CONTROL STRUCTURES SHALL BE REMOVED AFTER VEGETATION HAS BEEN 70% ESTABLISHED OR WITHIN A REASONABLE TIMEFRAME AFTER CONSTRUCTION COMPLETION. 3. ALL SLOPES GREATER THAN 2:1 SHALL RECEIVE APPROPRIATE EROSION CONTROL BLANKETS, TREATMENT, AND/OR OTHER APPROPRIATE DEVICES TO ADEQUATELY CONTROL EROSION.CONTRACTOR ULTIMATELY RESPONSIBLE FOR ALL BMP'S. 4. ALL DISTURBED LANDSCAPING WITHIN R.O.W SHALL BE SEEDED WITH MULCH-TACKIFIER PER APPROVED CDOT SEEDING MIX. CONTRACTOR TO SUBMIT REGION 3 SEEDING MIX FOR APPROVAL 5. THIS PLAN DEPICTS GENERAL SITE BMP'S USED FOR A PROJECT OF THIS NATURE. ACTUAL INSTALLATION LOCATION, DEVICE, AND SEQUENCE MAY VARY BEFORE, DURING, AND AFTER CONSTRUCTION. CONTRACTOR SHALL PROVIDE A REDLINED PLAN DEPICTING ACTUAL BMP IMPLEMENTATION FOR THIS PROJECT. CONTRACTOR SHALL NOT SOLEY RELY UPON DEPICTED SITE INFORMATION ON THIS PLAN. 20' SCALE: 1" = 20' 0 40' INSTALL GRAVEL BAG PROTECTION ALONG CURB AND GUTTER FLOWLINE ON UP-SLOPE INLET SIDE PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) (TYP.) ISSUED FOR PERMIT INSTALL INLET PROTECTION TYPE II PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) (TYP.) INSTALL 9" EROSION LOGS AROUND INLET PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) INSTALL 9" EROSION LOGS AROUND INLET PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) INSTALL INLET PROTECTION TYPE II PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) (TYP.) PRIOR TO CONSTRUCTION COMMENCING INSTALL SILT FENCE AND/OR EROSION LOGS PER CDOT SPECIFICATIONS AT CONSTRUCTION AREA LIMITS OF DISTURBANCE TO PREVENT SEDIMENT FROM LEAVING THE SITE (TYP.). ALL DISTURBED AREAS TO BE STABILIZED AND REVEGETATED PER LANDSCAPE PLAN. CONSTRUCTION IS COMPLETE PER PLANS AND SPECIFICATION (TYP.) ALL DISTURBED AREAS ON HILLSIDE TO BE STABILIZED AND RESEEDED WITH NATIVE SEED ONCE CONSTRUCTION IS COMPLETE (TYP.) INSTALL PERMANENT SOIL RETENTION BLANKETS ON ALL 2:1 SLOPES AND GREATER (TYP.) INSTALL 9" EROSION LOGS ALONG ALL DRAINAGE SWALES PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) (TYP.) INSTALL SEEDING WITH MULCH-TACKIFIER ON ALL DISTURBED AREAS WITH THE RIGHT-OF-WAY PER CDOT SPECIFICATIONS (TYP.). APPROXIMATE LIMITS OF DISTURBANCE (TYP.)30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NETINSTALL 9" EROSION LOGS AT LIMITS OF DISTURBANCE (STANDARD PLAN M-208-1) (TYP.) INSTALL SILT FENCE ALONG LIMITS OF DISTURBANCE (TYP.) INSTALL SILT FENCE AND/OR EROSION LOGS PER CDOT SPECIFICATIONS AT CONSTRUCTION AREA LIMITS OF DISTURBANCE TO PREVENT SEDIMENT FROM LEAVING THE SITE (TYP.). (TYP.) INSTALL SILT FENCE AND/OR EROSION LOGS PER CDOT SPECIFICATIONS AT CONSTRUCTION AREA LIMITS OF DISTURBANCE TO PREVENT SEDIMENT FROM LEAVING THE SITE (TYP.). (TYP.) INSTALL 12'x50' (MIN. STABILIZED CONSTRUCTION ENTRANCE PER CDOT SPECIFICATIONS (STANDARD PLAN M-208-1) (ACTUAL LOCATION MAY VARY) APPROXIMATE LIMITS OF DISTURBANCE (+/- 47,750 S.F.) 08/17/18 INSTALL 48" SS-MH-1 RIM 8228.24' INV. OUT=8223.10' (SW) INSTALL 48" SS-MH-2 RIM 8222.02' INV. IN=8215.45' (N) INV. OUT=8215.25' (W)S102.1 L.F. 6" PVC @ 6.29 %48.0 L.F. 6" PVC @ 2.19%EXISTING SSWR-CO RIM 8227.40' INV. IN=8221.09' (NE) INV. OUT=8221.09' (SW) PROPOSEDSSWR-CO RIM 8225.39' INV. OUT=8208.83' (SW) S D D 10' SCALE: 1" = 10' 0 20' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 8210821582208220822082258208820982118212821382148216821782188219822182228223 822482238228 82298231823282338225 8230 8 220 8225 821 082128213 8214 821 6 8215 8217 8218 8219 8 210 8215 820 8 8 209 8211821282138214821682178218S82408240 S D D 8235 8245 8241 8242 8243 82308222 822382 25181.3 L.F. 12" Ductile Iron Pipe @ -3.59% 62.3 L.F. 12" Ductile Iron Pipe @ -3.59% 153.8 L.F. 12" Ductile Iron Pipe @ -3.59% F.H. WATER VALVE COVER=8219.43' 12" INV. IN=8206.00' (E) 12" INV. OUT=8206.00' (W) WATER VALVE-1 COVER=8221.89' 6" INV. IN=8208.50' (S) 6" INV. OUT=8208.50' (N) 14.7 L.F. 6" Ductile Iron Pipe @ -2.00%-5.04'48.0 L.F. 6" PVC Pipe @ 2.19% 96.8 L.F. 18" Concrete Pipe @ 1.20% 56.0 L.F. 18" HDPE Pipe @ 3.00% MH 1180 RIM=8206.73' 8" INV. IN=8197.74' (NE) 8" INV. OUT=8197.64' (W) PROPOSED SSWR-CO RIM=8225.39' 8" INV. IN=8208.83' (NE) 6" INV. IN=8208.83' (E) 8" INV. OUT=8208.83' (SW) EXISTING SSWR-CO RIM=8227.40' 8" INV. IN=8221.09' (NE) 8" INV. OUT=8221.09' (SW) SS-MH-1 RIM=8228.24' 8" INV. OUT=8223.10' (SW) SS-MH-2 RIM=8222.02' 6" INV. IN=8215.45' (N) 6" INV. OUT=8215.25' (W) 102.1 L.F. 6" PVC Pipe @ 6.29% 48.0 L.F. 6" PVC Pipe @ 2.19% PROPOSED SSWR-CO RIM=8225.39' 8" INV. IN=8208.83' (NE) 6" INV. IN=8208.83' (E) 8" INV. OUT=8208.83' (SW) 153.8 L.F. 12" Ductile Iron Pipe @ -3.59%-5.04'10.6 L.F. 6" PVC Pipe @ 3.00% 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 TYPICAL DRIVEWAY SECTION A-A N.T.S. % VARIES (SEE PLANS) 2.0% 4.0' 2.0' 1.0' % V ARI ES % VARIES CDOT TYPE 2 (SECTION IIB) CURB AND GUTTER CDOT TYPE 2 (SECTION IB) CURB AND GUTTERINSTALL 4" ASPHALT IN (2) LIFTS (TYP.) INSTALL 8" CDOT CLASS-6 BASE COURSE COMPACTED AT 95% STANDARD PROCTOR (TYP.) GEOTECHNICALENGINEER APPROVED PROOF-ROLLED SUB-GRADE (TYP.) CL 11.0' 11.0' 4.0' CONCRETE SIDEWALK (4" THICK)(TYP.) LANDSCAPING (TYP.) -SEE PLANS % Varies (See Plans) 2% 4.0' 2.0' 1.0' 3:1 (TYP.) % Varies CDOT TYPE 2 (SECTION IIB) CURB AND GUTTER CDOT TYPE 2 (SECTION IB) CURB AND GUTTERINSTALL 4" ASPHALT IN (2) LIFTS (TYP.) INSTALL 8" CDOT CLASS-6 BASE COURSE COMPACTED AT 95% STANDARD PROCTOR (TYP.) GEOTECHNICALENGINEER APPROVED PROOF-ROLLED SUB-GRADE (TYP.)EARTH (TYP.) CL 11.0' 11.0' % Varies (See Plans) 4.0' CONCRETE SIDEWALK (4" THICK)(TYP.) LANDSCAPING (TYP.) -SEE PLANS TYPICAL DRIVEWAY SECTION B-B N.T.S. 3:1 (T Y P .) 4.0' LANDSCAPING TIER GRADE TO EXISTING (2:1 MAX) 4.0' 2.0' % VARIES (SEE PLANS) INSTALL 8" CDOT CLASS-6 BASE COURSE COMPACTED AT 95% STANDARD PROCTOR (TYP.) DESIGN-BUILD REDI-ROCK RETAINING WALL (6.0' MAX.) (TYP.) (BY OTHERS) 6.0' 6.0' DESIGN-BUILD REDI-ROCK RETAINING WALL (6.0' MAX.) (TYP.) (BY OTHERS) 3:1 (TYP .) 4.0' LANDSCAPING TIER 4.0' 6.0' MAX (HEIGHTVARIES) DESIGN-BUILD REDI-ROCK RETAINING WALL (6.0' MAX.) (TYP.) (BY OTHERS) TYPICAL ASPHALT PAVING SECTION N.T.S. INSTALL 4" ASPHALT IN (2) LIFTS (TYP.) 2% MIN. INSTALL 8" CDOT CLASS-6 BASE COURSE COMPACTED AT 95% STANDARD PROCTOR (TYP.) GEOTECHNICAL ENGINEER APPROVED PROOF-ROLLED SUB-GRADE (TYP.) EARTH (TYP.) TYPICAL ASPHALT SHEAR STEP N.T.S. INSTALL 4" ASPHALT IN (2) LIFTS (TYP.) GEOTECHNICAL ENGINEER APPROVED PROOF-ROLLED SUB-GRADE (TYP.) EARTH (TYP.) 2" MILL AND OVERLAY 12" MIN.WIDE STRIP FROM SAWCUT PER CDOT SPECIFICATIONS (TYP.) INFRARED SEAL JOINT (TYP.) EXISTING ASPHALT(TYP.) SAWCUT FULL DEPTH (TYP.) 1.0' 1.0' EDGE OF EXISTING ASPHALT EXISTING ASPHALT 1/2"/FT1/2"/FT SEE TYPICAL ASPHALT PAVING DETAIL (TYP.) % VARIES % VARIES 8.0' CONCRETE VALLEY PAN (8" THICK) (TYP.) FL GEOTECHNICAL ENGINEER APPROVED PROOF-ROLLED SUB-GRADE (TYP.) EARTH (TYP.) TYPICAL VALLEY PAN SECTION N.T.S. INSTALL 6" CDOT CLASS-6 BASE COURSE COMPACTED AT 95% STANDARD PROCTOR (TYP.) INSTALL #4 REBAR 12" O.C. (TYP.) CONCRETE PATHN.T.S. INSTALL 6" CDOT CLASS-6 BASE COURSE COMPACTED AT 95% STANDARD PROCTOR (TYP.) CONCRETE PATH (4" THICK) (TYP.)10.0' 2.0% EXISTING SOIL SCARIFY AND COMPACT TO 95% STANDARD PROCTOR (TYP.) % VAR I E S % VAR I E S ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NETProvide stamped engineered plans and details along with engineering calculations inlcuding soil parameters and factor of safety. 08/17/18 TYPICAL CURB AND GUTTER DETAILSN.T.S. (REFER TO CDOT M&S STANDARD PLAN NUMBER M-609-1 FOR ADDITIONAL DETAILS) ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 TYPICAL CURB RAMP DETAILSN.T.S. (REFER TO CDOT M&S STANDARD PLAN NUMBER M-608-1 FOR ADDITIONAL DETAILS) ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 SEWER MAIN SDR-35 SEWER MAIN SDR-35 10' OR GREATER 10' OR GREATER SEWER MAIN SDR-35 SEWER MAIN SDR-35 WATER MAIN - DUCTILE IRON PIPE SEWER MAIN: C-900 OR YELOMINE. SEWER MAIN - C-900 OR YELOMINE ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 TYPE 13 CURB COMBO INLET 48" MANHOLE MATERIAL GREATER THAN 6 FOOT DEPTH FRAME AND COVER INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) F OR M AINTENANCE CA LL 1.8 0 0 .3 38 .1122 www.ContechES.com TMC le a n wa t e r sta rts here (DIAMETER VARIES) N.T.S. ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 American Excelsior Company ISSUED FOR PERMIT 30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-50729618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 S SS D D 82 3 1 8 22 482308 22882298231823282338 22 3 8229 8218 8225 8228 8229 8225 8230 8224 8226 8227 8228 8229 8226 8227 8 210 82 09 8 2 1 18212 8 2 1 0 8215 82 09 8211821282138214821682178218 82088209 82078207 82118215 8225 8225822382248226 82278 220 8210 82088209 8208 8222 8223 8 2 2 4 82 40 8230 82288229 8 22 0 822 1 822 2 821582208211821282138214821682178218821982268226822782288229 8230 8231 8232 8233 8219 8220 8220 8215 82218235 82408241 8240 82088227 8 23 0 823 5 8231 8232 8233 8234 8233 82 35 82348240 8241 8242 82208221822282238239 8240 8241 8242 8243 82228222 82408244824 3 8248824482408243 8244 8217 8212 82138214 8220 8245 8217 8218 8232 8233 8234 8225 8234 8235 8225 822 5 8240 8241 20' SCALE: 1" = 20' 0 40' ISSUED FOR PERMIT NOTE: OWNER AND CONTRACTOR SHALL COORDINATE AND OBTAIN WRITTEN PERMISSION FROM NEIGHBORING PROPERTY OWNERS BETWEEN LOTS FOR ANY TEMPORARY OR PERMANENT IMPROVEMENTS, GRADING, OR SITE ACCESS. TOW 8237.0' BOW 8222.0' TOW 8230.0'BOW 8222.0' TOW 8229.0'BOW 8229.0' TOW 8231.0' BOW 8222.0' TOW 8232.0'BOW 8222.0' TOW 8233.0'BOW 8222.0' TOW 8234.0'BOW 8222.0' TOW 8235.0'BOW 8222.0' TOW 8238.5' BOW 8222.0' TOW 8239.0'BOW 8222.0' TOW 8244.0'BOW 8222.0' TOW 8240.0'BOW 8222.0'TOW 8241.0' BOW 8222.0' TOW 8243.0'BOW 8222.0' TOW 8235.0' BOW 8222.0' TOW 8235.0' BOW 8222.0' TOW 8235.0' BOW 8222.0' PORTION OF EXISTINGCONCRETE RETAINING WALL TO REMAINTOW 8235.0' BOW 8230.0' TOW 8235.0'BOW 8222.0' TOW 8243.0' BOW 8222.0' TOW 8235.0' BOW 8222.0' TOW 8238.0' BOW 8222.0' TOW 8235.0'BOW 8222.0' TOW 8234.0' BOW 8217.0' TOW 8238.8' BOW 8217.0' TOW 8236.0' BOW 8222.0' TOW 8237.0' BOW 8222.0' TOW 8237.0' BOW 8217.0' TOW 8235.0' BOW 8217.0' TOW 8233.0'BOW 8217.0' TOW 8231.0' BOW 8217.0' TOW 8229.0' BOW 8217.0' TOW 8227.0' BOW 8216.0' TOW 8225.0'BOW 8216.0' TOW 8220.0' BOW 8216.0' TEMPORARY SOIL NAIL SHORING WALL PERMENANT SOIL NAIL SHORING WALL TOW 8239.0'BOW 8222.0' TOW 8235.0'BOW 8217.0' +/- 8222' BENCH +/- 8217' BENCH +/- 8220' BENCH TOW 8230.0'BOW 8222.0' TOW 8230.0'BOW 8222.0' TOW 8230.0'BOW 8222.0' +/- 8230' BENCH TOW 8239.0'BOW 8222.0' APPROX. EXTENT OF TEMPORARY SOIL NAILS ACROSS PROPERTY LINE APPROX. EXTENT OF TEMPORARY SOIL NAILS IN ELECTRICAL EASEMENT AND ACROSS PROPERTY LINE 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 08/17/18 20' SCALE: 1" = 20' 0 40' P.O. BOX 978, AVON, CO 81620 PH: (970)949-5072 FAX: (970)949-93399618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NETPRELIMINARY Coordinate work in these areas with TOV, Gymnastics Center and Red Sandstone Coordinate construction access with Solar Vail and Red Sandstone 4' Temporary "easy" fence TYP 6' green screen temporary fence Coordinate temporary bike path closures with TOV and CDOT All work in CDOT ROW per approved permit (pending) Construction Office DRAFT Logistics Plan 3/21/2018 Potential Temp Crane Pad PW Permit required for temp crane if allowed outside of property boundaries. Contact the Public Works Department. Contact the PW Department on proposed Crane pad. PW Permit required. 08/17/18 08/17/18 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd Solar Vail Apartments Vail, CO Permanent Soil Nail Wall 22' Max Height Calculations SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 1. Description ofAnalysis: Project: Solar Vail Analysis Section: Cross Section taken at 22 foot maximum wall height. 2. Soil Properties: The average values for the two soil layers were used for the internal calculations for the full height of the wall. Ŏ 28deg := soil angle of internal friction c 100psf:= soil cohesion ĭ 120 lbf ft3:= soil unit weight 3. Wall Geometry: h 22ft:= soil nail wall maximum height č 5.7 deg:= face batter angle Ĭ 0deg:= backslope angle from horizontal Shotcrete Components ts 4in:= minimum shotcrete thickness yc 4000psi := shotcrete compressive strength avm 0.04in2:= vertical area of wire mesh ahm 0.04in2:= horizontal area of wire mesh svm 4in:= vertical wire mesh opening shm 4in:= horizontal wire mesh opening dvb .5 in:= vertical waler diameter nvb 0:= number of vertical walers dhb 0.5 in:= horizontal waler diameter nhb 2:= number of horizontal walers ywr 60000 psi:= tensile yield of the wire and rebar wp 8in := plate width SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 4. Soil Nail Properties: Qu 15psi:= ultimate soil-grout bond dh 4in:= diameter of grout hole L 10 ft:= length of soil nail sh 5 ft:= soil nail horizontal spacing sv 5 ft:= soil nail vertical spacing Ń 15 deg:= nail installation angle w/ horizontal db 1 in:= soil nail threadbar diameter yn 75000psi:= yield strength of nail 5. Surcharge and Hydrostatic Loading: Surcharge Load: Ps 0 lbf ft2 := uniform surcharge load Hydrostatic Load: hw 0 ft:= height of water from bottom of wall ĭw 62.4 lbf ft3 := unit weight of water 6. Reduction Factors: Reduction factors used for: īf 0.67:= facing flexure īt 0.55:= nail tensile strength īg 0.50:= soil-grout bond SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 7. Earth Pressure: IJ 90deg č+ := Į atan 0.67 tan Ŏ()():= Ka sin IJ Ŏ+ ()2 sin IJ() 2 sin IJ Į- ()1 sin Ŏ Į+ () sin Ŏ Ĭ- ()  sin IJ Į- ()sin IJ Ĭ+ ()   +    2   := Ka 0.282= FF 0.5:= Pa ĭ h hw- ()2 2 ĭ h hw- ()hw[] + ĭ ĭw- () 2 hw 2+h Ps+    K aĭw 2 hw2+:=Pa 8.2 kip ft = P 2 FFPashsv  h  := P 9.3 kip= 9. Shotcrete Flexure Capacity: cf 1 := cs 1:= vertical capacity: Avb nvbĺd vb 2   2 := Avb 0 in 2= area of vertical rebar Avs sh avm  shm Avb + := Avs 0.6 in 2= total area of vertical steel mnv Avs ywr  sh ts 2 Avs ywr  1.7 ycsh -    :=mnv 1.15 ftkip ft  = steel negative moment mpv Avs Avb - ()ywr  sh ts 2 Avs nvb Avb- ()ywr 1.7 ycsh-    :=mpv 1.15 ftkip ft  =steel positive moment FCv cf mnv mpv + () 8 s h  sv  := FCv 18.4 kip= FCrv FCv īf:= SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd horizontal capacity: Ahb nhb ĺd hb 2   2 := Ahb 0.4 in2= area of horizontal rebar Ahs sv ahm svm Ahb+ := Ahs 0.993 in2= total area of horizontal steel mh Ahs ywr sv ts 2 Ahs ywr  1.7 ycsv -   :=momentmh1.84 ftkip ft= FCh cf mh mh + ()8 s v  sh  := FCrh FCh īf:= FCh 29.4 kip= 10. Shotcrete Facing Punching Shear Capacity: dsc wp ts 2+:= dsc 0.833 ft= Lps 4 yc 1psi ĺdscts:= Lps 31.8 kip= Ac dsc ts + 2    2 ĺ:=Ac 153.9 in2= Ag d h 2     2 ĺ:= Ag 12.6 in2= PSc Lps 1 cs Ac Ag - () sv sh Ag -   - :=PSrc PSc īf:= PSc 33.1 kip= 11. Soil Nail Bar Yield Capacity: SNy yn d b 2   2 ĺ:= SNry SNy īt:= SNy 58.9 kip= SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 12. Soil Nail Grout-Soil Bond Capacity: GSc Qu dhĺ:= GSrc GSc īg:= GSc 2.262 kip ft = PGS GSrc L:= PGS 11.31 kip= 13. Analysis Summary: P 9.3 kip = Facing Load AllowableCapacity w/ReductionFactors *Should be greater than or equal to P FCrv 12.3 kip= VerticalFlexure FCrh 19.7 kip= HorizontalFlexure PSrc 22.2 kip= PunchingShear SNry 32.4 kip= SoilNailBarYield PGS 11.31 kip= SoilNailCapacity SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 1.659 Name: Silty Sand and Gravel Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 100 psfPhi': 28 ° Solar Vail Apartments Vail, CO Permanent and Temporary Shoring Global Stability Analysis 22' Design Height Name: Bed Rock Model: Mohr-Coulomb Unit Weight: 135 pcfCohesion': 1,000 psf Phi': 35 ° Distance 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200Elevation(+8150)0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 08/17/18 3.832 Name: Silty Sand and Gravel Model: Mohr-CoulombUnit Weight: 120 pcf Cohesion': 100 psf Phi': 28 ° Solar Vail Apartments Vail, CO Permanent and Temporary Shoring Global Stability Analysis 8' Design Height Name: Bed RockModel: Mohr-Coulomb Unit Weight: 135 pcf Cohesion': 1,000 psfPhi': 35 ° Distance 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200Elevation(+8150)0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd Solar Vail Apartments Vail, CO Temporary Soil Nail Wall 22' Max Height Calculations SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 1. Description ofAnalysis: Project: Solar Vail Analysis Section: Cross Section taken at 22 foot maximum wall height. 2. Soil Properties: The average values for the two soil layers were used for the internal calculations for the full height of the wall. Ŏ 28deg := soil angle of internal friction c 100psf:= soil cohesion ĭ 120 lbf ft3:= soil unit weight 3. Wall Geometry: h 22ft:= soil nail wall maximum height č 5.7 deg:= face batter angle Ĭ 0deg:= backslope angle from horizontal Shotcrete Components ts 4in:= minimum shotcrete thickness yc 4000psi := shotcrete compressive strength avm 0.04in2:= vertical area of wire mesh ahm 0.04in2:= horizontal area of wire mesh svm 4in:= vertical wire mesh opening shm 4in:= horizontal wire mesh opening dvb .5 in:= vertical waler diameter nvb 0:= number of vertical walers dhb 0.5 in:= horizontal waler diameter nhb 0:= number of horizontal walers ywr 60000 psi:= tensile yield of the wire and rebar wp 8in := plate width SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 4. Soil Nail Properties: Qu 15psi:= ultimate soil-grout bond dh 4in:= diameter of grout hole L 10 ft:= length of soil nail sh 5 ft:= soil nail horizontal spacing sv 5 ft:= soil nail vertical spacing Ń 15 deg:= nail installation angle w/ horizontal db 1 in:= soil nail threadbar diameter yn 75000psi:= yield strength of nail 5. Surcharge and Hydrostatic Loading: Surcharge Load: Ps 0 lbf ft2 := uniform surcharge load Hydrostatic Load: hw 0 ft:= height of water from bottom of wall ĭw 62.4 lbf ft3 := unit weight of water 6. Reduction Factors: Reduction factors used for: īf 0.67:= facing flexure īt 0.55:= nail tensile strength īg 0.50:= soil-grout bond SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 7. Earth Pressure: IJ 90deg č+ := Į atan 0.67 tan Ŏ()():= Ka sin IJ Ŏ+ ()2 sin IJ() 2 sin IJ Į- ()1 sin Ŏ Į+ () sin Ŏ Ĭ- ()  sin IJ Į- ()sin IJ Ĭ+ ()   +    2   := Ka 0.282= FF 0.5:= Pa ĭ h hw- ()2 2 ĭ h hw- ()hw[] + ĭ ĭw- () 2 hw 2+h Ps+    K aĭw 2 hw2+:=Pa 8.2 kip ft = P 2 FFPashsv  h  := P 9.3 kip= 9. Shotcrete Flexure Capacity: cf 2 := cs 2.5:= vertical capacity: Avb nvbĺd vb 2   2 := Avb 0 in 2= area of vertical rebar Avs sh avm  shm Avb + := Avs 0.6 in 2= total area of vertical steel mnv Avs ywr  sh ts 2 Avs ywr  1.7 ycsh -    :=mnv 1.15 ftkip ft  = steel negative moment mpv Avs Avb - ()ywr  sh ts 2 Avs nvb Avb- ()ywr 1.7 ycsh-    :=mpv 1.15 ftkip ft  =steel positive moment FCv cf mnv mpv + () 8 s h  sv  := FCv 36.7 kip= FCrv FCv īf:= SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd horizontal capacity: Ahb nhb ĺd hb 2   2 := Ahb 0 in2= area of horizontal rebar Ahs sv ahm svm Ahb+ := Ahs 0.6 in2= total area of horizontal steel mh Ahs ywr sv ts 2 Ahs ywr  1.7 ycsv -   :=momentmh1.15 ftkip ft= FCh cf mh mh + ()8 s v  sh  := FCrh FCh īf:= FCh 36.7 kip= 10. Shotcrete Facing Punching Shear Capacity: dsc wp ts 2+:= dsc 0.833 ft= Lps 4 yc 1psi ĺdscts:= Lps 31.8 kip= Ac dsc ts + 2    2 ĺ:=Ac 153.9 in2= Ag d h 2     2 ĺ:= Ag 12.6 in2= PSc Lps 1 cs Ac Ag - () sv sh Ag -   - :=PSrc PSc īf:= PSc 35.3 kip= 11. Soil Nail Bar Yield Capacity: SNy yn d b 2   2 ĺ:= SNry SNy īt:= SNy 58.9 kip= SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 331 Sunnyside Lane Soil Nail Wall By: CTodd 12. Soil Nail Grout-Soil Bond Capacity: GSc Qu dhĺ:= GSrc GSc īg:= GSc 2.262 kip ft = PGS GSrc L:= PGS 11.31 kip= 13. Analysis Summary: P 9.3 kip = Facing Load AllowableCapacity w/ReductionFactors *Should be greater than or equal to P FCrv 24.6 kip= VerticalFlexure FCrh 24.6 kip= HorizontalFlexure PSrc 23.6 kip= PunchingShear SNry 32.4 kip= SoilNailBarYield PGS 11.31 kip= SoilNailCapacity SAC Design Group 9605 W. Colfaxe Ave Lakewood, CO 80215 303-974-3007 4-2-10 08/17/18 2.264 Name: Silty Sand and Gravel Model: Mohr-Coulomb Unit Weight: 120 pcfCohesion': 100 psf Phi': 28 ° Solar Vail Apartments Vail, CO Permanent and Temporary Shoring Global Stability Analysis 22' Design Height Name: Bed Rock Model: Mohr-CoulombUnit Weight: 135 pcf Cohesion': 1,000 psf Phi': 35 ° Distance 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200Elevation(+8150)0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 08/17/18 2.626 Name: Silty Sand and Gravel Model: Mohr-Coulomb Unit Weight: 120 pcfCohesion': 100 psf Phi': 28 ° Solar Vail Apartments Vail, CO Permanent and Temporary Shoring Global Stability Analysis 17' Design Height Name: Bed Rock Model: Mohr-Coulomb Unit Weight: 135 pcfCohesion': 1,000 psf Phi': 35 ° Distance 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200Elevation(+8150)0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 08/17/18