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Home My WebLink AboutTHE RETREAT AT FORT COLLINS (FORMERLY REDWOOD STREET MULTI-FAMILY) - PDP - PDP180002 - SUBMITTAL DOCUMENTS - ROUND 3 - ARCHITECTURAL DETAILS1/A64 2/A62 1/A62 1/A63 LOBBY 9'-0" CLG. HT. WOMEN. 9'-0" CLG. HT. SAUNA SAUNA FOUNTAIN MECH MEN. 9'-0" CLG. HT. STUDY 9'-0" CLG. HT. STUDY 9'-0" CLG. HT. COMPUTER 9'-0" CLG. HT. WORK ROOM 9'-0" CLG. HT. BREAK RM LEASING STG BENCH BILLIARD BILLIARD PORCH OFFICE 9'-0" CLG. HT. OFFICE 9'-0" CLG. HT. OFFICE 9'-0" CLG. HT. CYBER CAFE 9'-0" CLG. HT. TAN 9'-0" CLG. HT. TAN 9'-0" CLG. HT. MECH CATV LOBBY 9'-0" CLG. HT. SKI SIMULATION 9'-0" CLG. HT. FITNESS 9'-0" CLG. HT. 2483 SF YOGA STUDIO 9'-0" CLG. HT. 1009 SF D.W. SINK REF. M.W. SHOWER SHOWER STORAGE & A1 A3.10 A1 A3.10 A1 A3.10 A1 A3.10 A1 A3.10 A1 A3.10 A1 A3.10 A2-ANSI A3.11A A2-ANSI A3.11A A1 A3.10 A1 A3.10 A1 A3.10 5'-2" 5'-2" 6'-0 1/2" 9'-9" 6'-0 1/2" GROSS AREA (SF) Residential TOTAL 7.963 10.099 LEVEL 2 1/A64 2/A62 1/A62 1/A63 170'-2" 2'-4" 17'-1 1/2" 1'-1 1/2" 6'-10 1/2" 24'-8" 3'-4" 136'-7" 164'-3 1/2" 135'-7" 9'-7 1/2" 2'-4" 9'-7 1/2" 29'-6" 4'-2" 17'-1" 31'-3" 3'-0" 6'-0" 15'-7 1/2" 22'-4 1/2" 10'-4 1/2" 2'-4" 9'-7 1/2" 2'-4" 9'-7 1/2" 2'-4" 19'-11" 2'-4" 9'-7 1/2" 2'-4" 8'-9 1/2" 2'-4" 9'-7 1/2" 2'-4" 9'-7 1/2" 2'-4" 10'-11" 3'-1 1/2" 2'-1 1/2" 3'-7" 1'-11 1/2" 6'-0" 3'-1" 3'-0" 5'-0" 5'-0" 3'-0" 2'-3" 6'-0" 5'-8" 6'-0" 5'-0" 2'-10" 3'-10" 6'-0" 5'-0" 8'-0" 5'-0" 2'-5 1/2" 6'-0" 2'-5 1/2" 7'-0 1/2" 10'-9 1/2" 9" 2'-9 1/2" 6'-0" 1'-1 1/2" 2'-4" 9'-7 1/2" 1'-1 1/2" 50'-7 1/2" 10'-11" 5 1/2" 3'-0" 2'-4" 6'-0" 1'-1 1/2" 2'-9 1/2" 6'-0" T.O.D. 112'-6 3/4" T.O.P. 121'-7 3/4" F.F. 100'-0" T.O.D. 110'-6 3/4" T.O.D. 112'-6 3/4" T.O.P. 121'-7 3/4" F.F. 100'-0" T.O.D. 110'-6 3/4" N HUMPHREYS PARTNERS 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com March 20, 2018 LOS ANGELES ,CA LANDMARK PROPERTIES SCALE: 1/8" = 1'-0" 0' 8' 16' 32' (24"x36" SHEET) CLUBHOUSE - FRONT ELEVATION 2 1/8" = 1'-0" CLUBHOUSE - LEFT ELEVATION 1 1/8" = 1'-0" 33 T.O.D. 112'-6 3/4" T.O.P. 121'-7 3/4" F.F. 100'-0" T.O.D. 110'-6 3/4" N HUMPHREYS PARTNERS 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com March 20, 2018 LOS ANGELES ,CA LANDMARK PROPERTIES SCALE: 1/8" = 1'-0" 0' 8' 16' 32' (24"x36" SHEET) CLUBHOUSE - RIGHT ELEVATION 1 1/8" = 1'-0" 34 T.O.D. 112'-6 3/4" T.O.P. 121'-7 3/4" F.F. 100'-0" T.O.D. 110'-6 3/4" N HUMPHREYS PARTNERS 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com March 20, 2018 LOS ANGELES ,CA LANDMARK PROPERTIES SCALE: 1/8" = 1'-0" 0' 8' 16' 32' (24"x36" SHEET) CLUBHOUSE - REAR ELEVATION 1 1/8" = 1'-0" 35 UP UP ELEVATOR UP 42" HIGH CHAIN LINK FENCE BARRIER (TYP.) 42" HIGH CHAIN LINK FENCE ENCLOSURE (TYP.) STORAGE AREA BELOW RAMP C ELECTRIC VEHICLE CHARGING STATION (DUAL) (234) BIKE SPACES (52)BIKE SPACES (20) BIKE SPACES C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 2 SCALE 1" = 10' 5 10 0 X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163 (W&A test).dwg 7-24-18 09:15:49 AM erodgers A LL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 PARKING GARAGE - 1ST FLOOR PLAN 36 17163 FOR REVIEW ONLY 03/21/18 6/7/18 REVISED SHEET NUMBERING 7/25/18 PDP 3 . . . UP 42" HIGH CHAIN LINK FENCE BARRIER (TYP.) C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C UP ELEVATOR UP C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 2 SCALE 1" = 10' 5 10 0 X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163 (W&A test).dwg 7-24-18 09:19:46 AM erodgers A LL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 PARKING GARAGE - 2ND FLOOR PLAN 37 17163 FOR REVIEW ONLY 03/21/18 6/7/18 REVISED SHEET NUMBERING 7/25/18 PDP 3 . . . . . . UP 42" HIGH CHAIN LINK FENCE BARRIER (TYP.) C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C UP ELEVATOR UP C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 2 SCALE 1" = 10' 5 10 0 X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163 (W&A test).dwg 7-24-18 09:20:29 AM erodgers A LL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 PARKING GARAGE - 3RD FLOOR PLAN 38 17163 FOR REVIEW ONLY 03/21/18 6/7/18 REVISED SHEET NUMBERING 7/25/18 PDP 3 . . . . . . 1 2 3 4 5 6 7 8 9 10 5'-0" MIN. 13'-6" 12'-6" 30'-3" 30'-3" 29'-0" 5'-0" 6'-6" 11'-6" 28'-11 2" ADA TRASH & RECYCLING RECEPTACLES 30 YARD SELF-CONTAINED COMPACTOR FOR TRASH ADA SIGNAGE SCREENING WALL FOR RECEPTACLES 8 YARD RECYCLING CONTAINER (OPEN LID, TOP-LOAD BY RESIDENTS OR VALET SERVICE) 8 YARD RECYCLING CONTAINER (WITH LID, SIDE-LOAD BY VALET SERVICE) BACK SIDE DUMPSTER ELEVATION RECYCLING SIDE DUMPSTER ELEVATION FRONT SIDE DUMPSTER ELEVATION TRASH SIDE DUMPSTER ELEVATION 1'-0" (TYP.) 12'-6" 13'-6" 42" MIN 2'-10" 28'-0" O.C. 4'-0" 30'-3" 6'-6" 5'-0" 11'-8" 9'-6" 11'-6" 11'-8" 30'-3" 9'-4" 4'-9" 9'-6" 9'-4" 2'-10" 29'-51 2" 0'-3" 0'-2" 0'-2" 0'-2" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X N S W E C:\Users\jperloff\appdata\local\temp\AcPublish_1660\Lighting - 17163.dwg 7-24-18 12:28:14 PM jperloff ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 LIGHTING CUT SHEETS 44 17163 PERMIT PLANS 03/21/2018 6/7/18 . 7/25/18 PDP 3. . . . . . . . . . . . . RETREAT at FORT COLLINS FORT COLLINS, COLORADO +/- 30.17 ACRES X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (13) SPACES (16) SPACES (13) SPACES (18) COMPACT SPACES (7) SPACES 9' UP TYP. UP ELEVATOR (3) TYP. H.C. SPACE UP 42" HIGH CHAIN LINK FENCE BARRIER (TYP.) 42" HIGH CHAIN LINK FENCE ENCLOSURE (TYP.) STORAGE AREA BELOW RAMP C C C C C C C C C C C C C C C C C C E LECTRIC VEHICLE CHARGING STATION (DUAL) (234) BIKE SPACES (52)BIKE SPACES (20) BIKE SPACES C C C C C C C C C T T F F F F F F F F F F F S S S S S S S S S S S S S S F E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E F F F F F F F F W S S S S S S S S F F F F F S S S S S S S F F F S S S S F F F F F F F F F S S S S S T S A L P O L Y N D U C T I L E I R O N ST A PL L O Y N D U C T I L E I R O N T S A PL O YL N D U C IT L E I R O N IR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E SD T S A L P L O Y N D U C T I L E RI O N T S LA P L O Y N D U C T I L E I R O N F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E E E E E E E E E E E E 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.5 0.6 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.5 0.8 0.9 0.9 0.7 0.3 0.1 0.1 0.2 0.5 0.7 0.6 0.6 0.4 1.2 1.5 1.3 1.1 0.5 0.1 0.1 0.2 0.7 1.7 1.8 0.6 0.4 2.1 1.8 1.3 0.6 0.2 0.1 0.3 0.7 2.1 4.4 3.7 0.5 0.3 0.1 2.9 2.1 1.5 0.8 0.3 0.1 0.4 0.7 1.9 5.0 6.2 0.3 0.2 2.8 2.4 1.6 1.0 0.4 0.1 0.1 0.8 0.7 0.6 1.3 3.3 5.4 0.1 1.8 1.4 1.0 0.5 0.2 0.1 1.3 1.0 0.9 0.9 1.4 2.5 1.3 1.0 0.7 0.5 0.2 0.1 1.9 1.6 1.2 1.0 0.9 1.1 0.8 0.7 0.5 0.4 0.2 1.5 2.0 1.9 1.6 1.2 1.0 0.8 0.5 0.4 0.4 0.3 1.2 1.3 1.4 1.6 1.8 1.6 1.3 1.1 0.3 0.3 1.1 1.2 1.4 1.4 1.4 1.5 1.4 1.4 1.3 1.0 0.3 0.6 1.2 1.2 1.2 1.3 1.4 1.6 1.7 1.7 1.5 1.4 1.3 1.2 1.1 0.6 0.9 1.2 1.5 1.9 2.1 1.9 1.4 1.1 0.8 0.6 0.6 0.5 0.5 0.5 0.5 0.7 0.9 1.1 1.4 1.8 1.9 1.5 1.2 0.9 0.7 0.5 0.4 1.1 1.4 1.8 2.1 1.8 1.5 1.4 1.3 1.4 1.7 1.9 2.1 1.8 1.5 1.2 1.1 1.0 0.7 0.5 0.5 0.7 1.0 1.2 1.4 1.6 1.8 1.8 1.8 1.4 1.2 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.3 1.5 1.7 1.9 1.9 1.7 1.3 1.1 0.9 0.7 0.7 0.6 1.2 1.5 1.8 1.8 1.7 1.5 1.3 1.3 1.4 1.6 1.9 2.3 0.5 0.4 0.3 0.7 0.8 0.8 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.4 1.2 1.1 0.9 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.3 1.1 0.9 1.0 1.0 0.9 0.8 0.8 0.8 1.1 1.3 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.2 0.4 0.4 0.3 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.2 1.1 1.1 1.0 0.9 0.8 0.8 1.0 1.2 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.1 0.9 1.0 1.2 1.2 1.2 1.2 1.1 1.1 1.0 1.0 1.0 0.4 0.4 0.4 0.3 0.2 1.8 1.5 1.4 1.3 1.3 1.4 1.5 1.6 1.8 1.7 1.4 1.2 1.0 0.8 0.8 0.7 0.7 0.7 0.8 1.0 1.3 1.6 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.6 1.6 1.6 1.3 1.1 1.2 1.5 1.4 1.2 1.1 1.0 0.8 0.5 0.6 0.6 0.5 0.3 2.0 1.7 1.5 1.3 1.4 1.5 1.7 1.9 2.0 1.6 1.3 0.9 0.7 0.4 0.3 0.4 0.4 0.5 0.7 0.9 1.1 1.5 1.9 1.9 1.5 1.2 1.0 0.7 0.6 0.6 0.6 0.6 0.7 0.8 1.1 1.3 1.7 2.0 1.8 1.7 1.5 1.3 1.1 0.8 0.8 0.8 0.8 0.7 0.4 0.2 1.6 1.8 1.5 1.4 1.3 1.3 1.3 1.4 1.7 1.5 1.5 1.2 0.8 1.0 1.1 1.1 0.9 0.6 0.3 1.2 1.4 1.4 1.3 1.2 1.1 1.0 0.9 1.0 1.7 1.7 1.4 0.9 1.2 1.5 1.3 1.1 0.8 0.5 0.3 1.1 1.3 0.9 1.0 1.0 0.9 1.9 2.0 1.7 1.0 1.7 1.9 1.6 1.3 1.0 0.8 0.5 1.0 1.1 1.1 1.0 0.8 0.7 0.8 0.8 2.1 2.0 1.7 1.1 1.9 1.7 1.4 1.2 1.0 0.7 0.9 1.0 1.0 1.0 0.8 0.6 0.6 1.7 1.8 1.5 1.0 1.5 1.5 1.4 1.2 1.1 1.0 0.8 0.9 1.0 1.0 1.0 0.9 0.7 1.3 1.3 1.2 0.9 1.1 1.3 1.2 1.2 1.2 1.1 1.1 1.0 1.0 0.8 1.3 1.2 1.0 0.8 0.9 1.1 1.2 1.3 1.4 1.0 1.0 1.1 1.2 1.1 1.1 0.9 1.1 1.1 0.9 0.8 0.9 1.2 1.5 1.7 1.8 1.7 0.6 0.6 1.2 1.3 1.3 1.5 1.4 1.0 0.8 1.0 1.0 0.8 0.9 1.2 1.4 1.7 2.0 2.1 0.3 1.5 1.9 1.9 1.5 0.9 0.7 1.0 1.0 0.9 0.8 1.1 1.4 1.7 2.0 2.1 2.1 2.0 1.7 1.1 0.7 0.6 0.9 1.0 1.0 0.9 1.3 1.6 1.8 1.9 1.7 1.8 1.5 1.2 0.8 0.5 0.8 1.1 1.2 1.0 1.5 1.8 1.8 1.7 1.4 0.1 1.2 1.1 0.9 0.7 0.5 0.6 1.0 1.3 1.2 1.4 1.7 1.9 1.8 1.6 1.2 1.3 1.1 0.9 0.8 0.7 0.9 1.4 1.7 1.6 2.1 2.0 1.7 1.4 1.0 1.0 0.9 0.8 0.8 0.9 1.1 1.7 2.0 2.0 2.1 1.9 1.6 1.3 0.9 0.7 0.7 0.8 0.9 1.1 1.2 1.8 2.0 2.1 1.9 1.9 1.6 1.4 1.0 0.6 0.7 0.9 1.1 1.2 1.1 1.5 1.7 1.5 1.6 1.6 1.5 1.1 0.6 0.9 1.2 1.5 1.7 0.6 1.0 1.2 1.3 1.3 1.5 1.6 1.6 0.8 1.2 1.7 2.0 2.0 0.6 0.9 1.1 1.3 1.1 1.4 1.6 1.7 1.6 1.0 1.6 2.0 1.9 1.5 0.8 0.9 1.0 1.1 0.9 1.3 1.6 1.9 1.9 1.1 1.5 1.5 1.3 1.2 0.8 0.9 0.9 0.9 0.7 0.9 1.3 1.6 1.9 2.2 1.0 1.1 1.0 1.1 1.0 1.0 0.9 0.9 0.8 0.7 1.0 1.3 1.6 1.9 2.0 0.7 0.8 0.8 0.8 0.7 1.2 1.0 0.8 0.6 0.9 1.2 1.5 1.6 1.7 1.6 0.6 0.7 0.7 0.6 0.5 1.2 1.2 1.0 0.8 1.0 1.4 1.6 1.6 1.6 1.3 0.4 0.5 0.6 0.6 0.5 1.6 1.5 1.2 0.8 1.4 1.7 1.7 1.6 1.5 1.1 0.7 0.7 0.7 0.7 0.6 2.1 2.0 1.8 1.3 0.7 1.8 2.0 1.9 1.6 1.3 0.9 0.9 0.9 0.9 0.8 0.7 1.9 2.0 1.8 1.2 0.6 0.2 0.1 2.2 2.1 1.8 1.5 1.3 0.9 1.2 1.1 1.0 1.0 0.9 1.6 1.7 1.4 0.9 0.4 0.1 0.1 0.0 0.0 0.0 1.8 2.0 1.8 1.5 1.3 0.9 0.9 1.2 1.3 1.2 1.4 1.4 1.1 1.2 1.2 1.3 1.0 0.0 0.0 0.0 0.0 1.4 1.7 1.7 1.6 1.4 1.0 5.2 4.0 1.4 0.5 0.5 1.5 1.8 1.9 1.6 1.0 1.1 1.0 0.9 0.7 1.1 1.5 1.6 1.6 1.6 1.3 2.7 3.5 2.7 1.6 0.6 0.3 2.0 2.0 1.8 1.2 0.8 0.9 0.9 0.9 0.7 0.9 1.2 1.5 1.6 1.7 1.5 1.1 1.8 2.1 1.5 0.5 0.2 1.8 1.6 1.3 0.9 0.6 0.6 0.8 0.9 0.8 0.6 0.8 1.1 1.4 1.6 1.9 1.9 0.4 0.7 0.9 1.0 0.5 0.2 0.1 1.2 1.1 0.9 0.7 0.5 0.7 0.8 0.9 0.8 0.7 1.0 1.4 1.6 2.0 2.2 0.2 0.4 0.5 0.3 0.2 0.1 0.1 1.2 0.9 0.8 0.7 0.7 0.6 0.8 0.9 0.9 0.8 0.8 1.1 1.4 1.7 2.0 2.1 0.1 0.2 0.1 0.1 0.1 0.0 0.9 0.8 0.8 0.8 0.9 0.7 1.0 1.1 1.1 1.1 0.9 1.3 1.5 1.7 1.8 1.6 0.1 0.1 0.0 0.0 0.7 0.7 0.8 0.9 1.0 1.1 1.4 1.4 1.2 1.1 1.5 1.6 1.7 1.7 1.3 0.0 0.0 0.6 0.7 0.9 1.1 1.2 1.0 1.6 1.9 1.7 1.6 1.4 1.7 1.7 1.6 1.5 0.6 0.8 1.1 1.4 1.7 0.8 1.3 1.8 2.0 2.0 1.8 2.0 1.8 1.5 0.7 1.1 1.6 2.0 2.1 0.7 0.9 1.3 1.7 1.9 2.0 2.1 1.8 1.5 1.0 1.5 2.0 2.0 1.7 1.7 1.0 0.9 1.1 1.3 1.8 1.5 1.1 1.6 1.7 1.6 1.5 1.8 1.2 1.1 1.2 1.7 1.6 1.0 1.1 1.4 1.4 1.6 1.7 1.5 1.2 1.5 1.6 1.6 1.6 1.2 0.7 1.1 1.3 1.5 1.6 1.5 1.3 0.1 0.2 0.7 0.9 1.3 1.5 1.6 1.7 1.5 0.4 0.9 1.2 1.4 1.5 1.5 1.2 0.1 0.2 0.5 0.8 1.1 1.4 1.7 1.9 1.9 0.2 0.4 0.8 1.2 1.4 1.5 1.4 1.2 0.9 1.0 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THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 LIGHTING PLAN 43 17163 PERMIT PLANS 03/21/2018 6/7/18 . 7/25/18 PDP 3. . . . . . . . . . . . . RETREAT at FORT COLLINS FORT COLLINS, COLORADO +/- 30.17 ACRES X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (13) SPACES (16) SPACES (13) SPACES (18) COMPACT SPACES (7) SPACES 9' UP TYP. UP ELEVATOR (3) TYP. H.C. SPACE UP 42" HIGH CHAIN LINK FENCE BARRIER (TYP.) 42" HIGH CHAIN LINK FENCE ENCLOSURE (TYP.) STORAGE AREA BELOW RAMP C C C C C C C C C C C C C C C C C C E LECTRIC VEHICLE CHARGING STATION (DUAL) (234) BIKE SPACES (52)BIKE SPACES (20) BIKE SPACES C C C C C C C C C T T F F S S S S F E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E F S F F F F F S S S S S S S F F F S S S S F F F F F F F F F S S S S S S S S S S F F F F F F F F F F F F W S S S S S S S S F F F W S S W F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E T S A L P L O Y N D U C T I L E I R O N T S A L P O L Y N D U C T I L E I R ON T S LA P L O NY D U C T I L E I R O N SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E E E E E SD SD SD SD SD 0.6 0.5 0.4 0.3 0.8 0.7 0.5 0.3 1.1 0.9 0.7 0.4 1.1 1.0 0.9 0.6 1.4 1.4 1.1 0.7 1.8 1.8 1.4 0.8 2.0 2.0 1.5 0.8 1.8 1.8 1.4 1.5 1.4 1.1 1.2 1.1 0.9 1.1 0.9 0.8 0.5 0.7 1.0 0.9 0.8 0.5 0.8 1.0 1.4 1.8 1.9 1.5 1.1 0.8 0.9 1.0 1.0 0.3 0.5 0.7 1.0 1.3 1.5 1.6 1.4 1.1 0.8 0.9 1.0 1.2 2.0 1.7 1.2 0.9 0.7 0.3 0.4 0.6 0.9 1.0 1.1 1.1 1.1 0.9 0.7 0.5 0.4 0.3 0.4 0.7 0.9 1.1 1.3 1.3 0.8 1.0 1.2 1.5 1.6 1.5 1.2 1.0 0.7 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.4 0.3 0.3 0.4 0.7 1.0 1.2 1.5 1.5 0.7 0.8 1.0 1.1 1.1 1.1 1.0 0.8 0.6 0.4 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.8 1.2 1.5 1.5 1.5 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.9 1.5 1.8 1.8 0.5 0.5 0.5 0.5 0.4 0.3 1.0 1.7 2.1 2.1 0.2 0.2 0.2 0.2 1.0 1.6 2.0 2.0 0.9 1.4 1.7 1.6 0.8 1.2 1.3 1.2 0.8 1.0 1.2 1.3 0.8 1.0 1.1 1.1 1.0 1.0 1.0 0.9 1.1 1.1 1.0 0.8 1.3 1.2 1.0 0.7 1.2 1.3 1.2 0.8 1.6 1.7 1.4 0.9 2.0 2.0 1.6 0.9 2.0 2.0 1.6 0.9 1.6 1.6 1.3 0.8 1.2 1.2 1.0 0.6 1.1 0.9 0.7 0.5 0.9 0.8 0.6 0.5 1.7 1.2 0.9 0.7 0.7 0.7 0.8 0.8 1.9 1.7 1.4 1.0 0.7 0.5 0.6 0.7 0.9 1.1 1.5 1.4 1.2 0.9 0.7 0.4 0.4 0.7 1.2 1.7 1.2 0.8 1.0 1.1 1.1 1.0 0.9 0.8 0.6 0.4 0.2 0.1 0.2 0.3 0.6 1.5 3.1 3.5 0.8 0.8 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.5 1.1 2.3 3.7 4.5 4.2 2.8 1.8 1.9 3.3 5.3 6.1 5.3 3.2 1.4 0.6 0.2 0.1 0.2 0.2 0.4 1.6 4.7 5.6 1.4 0.3 0.3 0.2 0.2 0.2 0.4 0.7 0.9 1.1 1.1 1.1 0.9 1.1 1.5 1.9 2.1 1.9 1.5 0.8 0.4 0.2 0.1 0.1 0.2 0.3 1.2 4.2 6.5 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.6 2.7 5.4 0.1 0.1 0.1 0.1 0.3 1.5 3.2 0.2 0.7 1.3 1.2 0.1 0.3 0.5 0.6 0.1 0.2 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.0 0.1 0.1 0.4 0.8 0.0 0.0 0.2 0.5 1.3 2.4 0.0 0.0 0.1 0.4 1.4 3.9 5.4 0.0 0.1 0.1 0.2 0.8 2.5 6.0 0.1 0.1 0.0 0.1 0.2 1.0 2.9 4.8 0.2 0.2 0.1 0.1 0.0 0.1 0.3 1.0 2.1 1.8 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.3 0.7 0.9 0.7 0.7 0.5 0.6 0.5 0.4 0.2 0.1 0.1 0.3 0.4 0.4 0.3 1.0 0.9 0.7 0.5 0.8 0.9 0.9 0.7 0.3 0.1 0.1 0.2 0.3 0.3 0.3 0.3 1.6 1.4 1.1 0.8 0.6 0.4 1.2 1.5 1.3 1.1 0.5 0.1 0.1 0.3 0.4 0.5 0.4 0.4 1.8 1.9 1.5 1.1 0.9 0.6 0.4 2.1 1.8 1.3 0.6 0.2 0.1 0.6 0.6 0.6 0.6 0.5 1.2 1.6 1.6 1.3 1.0 0.8 0.5 0.3 0.1 2.9 2.1 1.5 0.8 0.3 0.1 0.8 0.9 0.9 0.9 0.7 1.0 1.3 1.2 1.0 0.8 0.5 0.3 0.2 2.8 2.4 1.6 1.0 0.4 0.1 0.1 1.1 1.1 1.3 1.2 0.9 0.9 1.0 1.0 0.8 0.5 0.3 0.1 1.8 1.4 1.0 0.5 0.2 0.1 1.5 1.8 1.8 1.4 1.0 0.5 0.6 0.7 0.7 0.5 0.3 1.3 1.0 0.7 0.5 0.2 0.1 1.9 1.7 2.0 2.0 1.7 1.2 0.8 0.5 0.4 0.4 0.5 0.3 0.8 0.7 0.5 0.4 0.2 1.5 2.0 1.9 2.0 1.8 1.6 1.2 0.9 0.6 0.4 0.4 0.5 0.4 0.4 0.3 1.2 1.3 1.4 1.6 1.8 1.6 1.6 1.2 1.1 0.9 0.7 0.5 0.3 0.3 1.1 1.2 1.4 1.4 1.4 1.5 1.4 1.4 1.3 1.0 1.3 1.1 0.9 0.7 0.6 0.3 0.6 1.2 1.2 1.2 1.3 1.4 1.6 1.7 1.7 1.5 1.4 1.3 1.2 1.1 0.3 1.0 1.0 0.9 0.7 0.7 0.7 0.6 0.9 1.2 1.5 1.9 2.1 1.9 1.4 1.1 0.8 0.6 0.6 0.5 0.5 0.5 0.5 0.7 0.9 1.1 1.4 1.8 1.9 1.5 1.2 0.9 0.7 0.5 0.4 1.1 1.4 1.8 2.1 1.8 1.5 1.4 1.3 1.4 1.7 1.9 2.1 1.8 1.5 1.2 1.1 1.0 0.7 0.1 0.2 0.5 0.8 0.8 0.7 0.7 0.7 0.9 0.5 0.5 0.7 1.0 1.2 1.4 1.6 1.8 1.8 1.8 1.4 1.2 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.3 1.5 1.7 1.9 1.9 1.7 1.3 1.1 0.9 0.7 0.7 0.6 1.2 1.5 1.8 1.8 1.7 1.5 1.3 1.3 1.4 1.6 1.9 2.3 0.5 0.4 0.1 0.2 0.5 0.6 0.6 0.6 0.6 0.6 0.8 0.9 1.2 0.7 0.8 0.8 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.4 1.2 1.1 0.9 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.3 1.1 0.9 1.0 1.0 0.9 0.8 0.8 0.8 1.1 1.3 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.2 0.4 0.4 0.1 0.2 0.8 1.3 1.2 0.5 0.7 0.9 1.1 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.2 1.1 1.1 1.0 0.9 0.8 0.8 1.0 1.2 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.1 0.9 1.0 1.2 1.2 1.2 1.2 1.1 1.1 1.0 1.0 1.0 0.4 0.2 0.7 2.4 3.5 0.6 1.0 1.3 1.6 1.8 1.8 1.5 1.4 1.3 1.3 1.4 1.5 1.6 1.8 1.7 1.4 1.2 1.0 0.8 0.8 0.7 0.7 0.7 0.8 1.0 1.3 1.6 1.9 1.9 1.7 1.5 1.3 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.6 1.6 1.6 1.3 1.1 1.2 1.5 1.4 1.2 1.1 1.0 0.8 0.5 0.1 0.5 2.2 5.4 5.1 0.9 1.4 1.9 2.0 2.0 2.0 1.7 1.5 1.3 1.4 1.5 1.7 1.9 2.0 1.6 1.3 0.9 0.7 0.4 0.3 0.4 0.4 0.5 0.7 0.9 1.1 1.5 1.9 1.9 1.5 1.2 1.0 0.7 0.6 0.6 0.6 0.6 0.7 0.8 1.1 1.3 1.7 2.0 1.8 1.7 1.5 1.3 1.1 0.8 0.8 0.1 0.3 1.4 4.2 6.1 1.2 1.8 2.0 1.7 1.6 1.8 1.5 1.4 1.3 1.3 1.3 1.4 1.7 1.5 1.5 1.2 0.8 1.0 0.0 0.1 0.6 1.7 3.7 1.3 1.5 1.4 1.2 1.4 1.4 1.3 1.2 1.1 1.0 0.9 1.0 1.7 1.7 1.4 0.9 1.2 0.0 0.2 0.6 1.2 0.8 1.0 1.1 1.1 1.3 0.9 1.0 1.0 0.9 1.9 2.0 1.7 1.0 1.7 0.0 0.0 0.1 0.3 0.7 0.8 1.0 1.1 1.1 1.0 0.8 0.7 0.8 0.8 2.1 2.0 1.7 1.1 0.0 0.0 0.0 0.1 0.1 0.7 0.9 1.0 1.0 1.0 0.8 0.6 0.6 1.7 1.8 1.5 1.0 0.0 0.0 0.0 0.0 0.0 0.9 1.0 1.0 1.0 0.9 0.7 1.3 1.3 1.2 0.9 0.0 0.0 0.0 0.0 0.0 1.1 1.1 1.0 1.0 0.8 1.3 1.2 1.0 0.8 0.0 0.0 0.0 0.0 1.0 1.0 1.1 1.2 1.1 1.1 0.9 1.1 1.1 0.9 0.8 0.0 0.0 0.0 0.0 5.4 4.2 1.5 0.6 0.6 1.2 1.3 1.3 1.5 1.4 1.0 0.8 1.0 1.0 0.8 0.0 0.0 2.7 3.9 3.0 1.9 0.8 0.3 1.5 1.9 1.9 1.5 0.9 0.7 1.0 1.0 0.9 1.1 1.9 2.3 1.8 0.7 0.2 2.1 2.0 1.7 1.1 0.7 0.6 0.9 1.0 1.0 0.4 0.7 1.0 1.2 0.7 0.2 0.1 1.8 1.5 1.2 0.8 0.5 0.8 1.1 1.2 0.2 0.4 0.5 0.4 0.2 0.1 0.1 0.1 1.2 1.1 0.9 0.7 0.5 0.6 1.0 1.3 1.2 0.1 0.2 0.2 0.1 0.1 0.1 0.0 1.3 1.1 0.9 0.8 0.7 0.9 1.4 1.7 1.6 0.1 0.1 0.1 0.0 1.0 0.9 0.8 0.8 0.9 1.1 1.7 2.0 2.0 0.0 0.0 0.7 0.7 0.8 0.9 1.1 1.2 1.8 2.0 2.1 0.6 0.7 0.9 1.1 1.2 1.1 1.5 1.7 0.6 0.9 1.2 1.5 1.7 0.6 1.0 1.2 1.3 0.8 1.2 1.7 2.0 2.0 0.6 0.9 1.1 1.3 1.0 1.6 2.0 1.9 1.5 0.8 0.9 1.0 1.1 1.1 1.5 1.5 1.3 1.2 0.8 0.9 0.9 0.9 1.0 1.1 1.0 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.8 0.8 0.8 0.7 1.2 1.0 0.8 0.6 0.6 0.7 0.7 0.6 0.5 1.2 1.2 1.0 0.8 0.4 0.5 0.6 0.6 0.5 1.6 1.5 1.2 0.8 0.7 0.7 0.7 0.7 0.6 2.1 2.0 1.8 1.3 0.7 0.9 0.9 0.9 0.8 0.7 1.9 2.0 1.8 1.2 0.6 0.2 0.1 1.2 1.1 1.0 1.0 0.9 1.6 1.7 1.4 0.9 0.4 0.1 0.1 0.0 0.0 0.0 0.9 1.2 1.3 1.2 1.4 1.4 1.1 1.2 1.2 1.3 1.0 0.0 0.0 0.0 0.0 5.2 4.0 1.4 0.5 0.5 1.5 1.8 1.9 1.6 1.0 1.1 1.0 0.9 0.7 2.7 3.5 2.7 1.6 0.6 0.3 2.0 2.0 1.8 1.2 0.8 0.9 0.9 0.9 0.7 1.1 1.8 2.1 1.5 0.5 0.2 1.8 1.6 1.3 0.9 0.6 0.6 0.8 0.9 0.8 0.6 0.4 0.7 0.9 1.0 0.5 0.2 0.1 1.2 1.1 0.9 0.7 0.5 0.7 0.8 0.9 0.8 0.2 0.4 0.5 0.3 0.2 0.1 0.1 1.2 0.9 0.8 0.7 0.7 0.6 0.8 0.9 0.9 0.8 0.1 0.2 0.1 0.1 0.1 0.0 0.9 0.8 0.8 0.8 0.9 0.7 1.0 1.1 1.1 1.1 0.1 0.1 0.0 0.0 0.7 0.7 0.8 0.9 1.0 1.1 1.4 1.4 1.2 0.0 0.0 0.6 0.7 0.9 1.1 1.2 1.0 1.6 1.9 1.7 1.6 0.6 0.8 1.1 1.4 1.7 0.8 1.3 1.8 2.0 2.0 0.7 1.1 1.6 2.0 2.1 0.7 0.9 1.3 1.7 1.9 1.0 1.5 2.0 2.0 1.7 1.7 1.0 0.9 1.1 1.3 1.1 1.6 1.7 1.6 1.5 1.8 1.2 1.1 1.2 1.1 1.4 1.4 1.6 1.7 1.5 1.2 0.7 1.1 1.3 1.5 1.6 1.5 1.3 0.1 0.4 0.9 1.2 1.4 1.5 1.5 1.2 0.1 0.2 0.4 0.8 1.2 1.4 1.5 1.4 1.2 0.9 0.2 0.3 0.8 1.0 1.3 1.7 1.4 1.4 1.5 1.3 0.9 0.2 0.4 1.4 2.4 1.8 1.3 1.7 1.9 1.8 1.4 0.1 0.1 0.2 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.2 0.3 0.4 0.5 0.7 0.9 0.4 0.5 0.5 0.6 0.6 0.8 0.9 1.0 1.0 1.7 1.8 1.4 1.2 1.2 1.1 1.2 SCALE 1" = 0 60' 30 60 120 N S W E C:\Users\jperloff\appdata\local\temp\AcPublish_1660\Lighting - 17163.dwg 7-24-18 12:28:05 PM jperloff ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 LIGHTING PLAN 42 17163 PERMIT PLANS 03/21/2018 6/7/18 . 7/25/18 PDP 3. . . . . . . . . . . . . RETREAT at FORT COLLINS FORT COLLINS, COLORADO +/- 30.17 ACRES X X X X X X X X X X X X X X X X X X X X (13) SPACES (16) SPACES (13) SPACES (18) COMPACT SPACES (7) SPACES 9' UP TYP. UP ELEVATOR (3) TYP. H.C. SPACE UP 42" HIGH CHAIN LINK FENCE BARRIER (TYP.) 42" HIGH CHAIN LINK FENCE ENCLOSURE (TYP.) STORAGE AREA BELOW RAMP C C C C C C C C C C C C C C C C C C ELECTRIC VEHICLE CHARGING STATION (DUAL) (234) BIKE SPACES (52)BIKE SPACES (20) BIKE SPACES C C C C C C C C C T T F F F F F F F F F F F S S S S S S S S S S S S S S F E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E F F F F F F F F W S S S S S S S S F F F F F S S S S S S S F F F S S S S F F F F F F F F F S S S S S S S S S S F F F F F F F F F F F F W S S S S S S S S F F T S A L P O L Y N D U C IT L E I NOR T S A L P O L NY D U C T LI E I R O N T S A PL O L Y N D U C T I L E I R O N F W S S W F IR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E SD T S A L P O L Y N D U C IT EL I R O N T AS PL O L Y N D CU T I L E I R O N T S LA OP L Y N D U C T I L E I R O N T AS L P O YL N D U C IT EL RI O N F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E E SD SD SD 0.6 0.5 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THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 LIGHTING PLAN 41 17163 PERMIT PLANS 03/21/2018 6/7/18 . 7/25/18 PDP 3. . . . . . . . . . . . . RETREAT at FORT COLLINS FORT COLLINS, COLORADO +/- 30.17 ACRES 0'-3" 0'-3" 5'-6" 9'-6" 28'-51 2" 9'-0" 28'-11 2" 5'-10" 2'-10" 12 8 12 8 12 8 12 8 19'-11 2" X:\Projects\17163\Design\Rendering\Unit Elevations\Dumpster Elevation (30 yard) - 17163.dwg 7-24-18 01:46:33 PM mlanders ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. REVISIONS DATE: DATE COMMENT A 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 B C D E F G H I J K L 2 TRASH/RECYCLING ENCLOSURE 40 17163 TRASH/RECYCLING 03/21/2018 6/7/18 REVISED PER STAFF COMMENTS 7/25/18 PDP 3 . . . . . . . . . . . . RETREAT at FORT COLLINS CITY OF FORT COLLINS, COLORADO +/- 30.17 ACRES PLAN - DUMPSTER A DUMPSTER ELEVATIONS B DUMPSTER PERSPECTIVE C PLAN - VALET WASTE COLLECTION AREAS (TYP.) D WOODEN FENCE - SHADOW STYLE . . . . . . RETREAT AT FORT COLLINS LARIMER COUNTY, COLORADO DEVELOPED AREA - 30.17 ACRES . . . . . . RETREAT AT FORT COLLINS LARIMER COUNTY, COLORADO DEVELOPED AREA - 30.17 ACRES . . . . . . . . . RETREAT AT FORT COLLINS LARIMER COUNTY, COLORADO DEVELOPED AREA - 30.17 ACRES 9'-11" 8'-0" 2'-3" 3'-0" 2'-3" 3'-0" 3'-0"1'-1 1/2" 10'-11" 12'-9 1/2" 12'-8" 20'-0" 6'-10 1/2" 38'-0 1/2" 50'-7 1/2" 10'-11" 1'-6" 2'-5 1/2" 6'-0" 2'-5 1/2" 4'-4" 4'-0" 4'-4" TRASH ROOM GAME COVE 9'-0" CLG. HT. TRASH RECYC. 3x96 gal CONTAINERS 8'-8 1/2" 12'-5" 2x96 gal CONTAINERS N HUMPHREYS PARTNERS 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com LOS ANGELES ,CA LANDMARK PROPERTIES SCALE: 1/8" = 1'-0" 0' 8' 16' 32' (24"x36" SHEET) CLUBHOUSE - FIRST FLOOR PLAN (NOTES) 1 1/8" = 1'-0" SYMBOL LEGEND - BLDG PLANS 1 PARTITION WALL TAG EXTERIOR ELEVATION TAG WALL SECTION TAG DETAIL SECTION TAG X/AX.XX X/AX.XX FEC SURFACE MOUNTED FIRE EXTINGUISHER (WOOD FRAME WALLS), CABINETS MAX. 5'-0" A.F.F. TO TOP OF CABINET, MAX. 75 FT. TRAVEL DISTANCE- LEADING EDGE MUST BE BELOW 27" 20"X 30" ATTIC ACCESS PANEL- 1 HOUR RATED- LOCAKABLE X/AX.XX 1 HR FIRE PARTITION NOTE: 1. RISER AND TELECOM ROOMS ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFER TO CIVIL AND ELECTRICAL PLANS FOR THE EXACT LOCATION OF ROOMS. 2. UNIT INTERIOR WALL TYPES ARE: 3B (TYPICAL); 3C AT PLUMBING WALLS; 3A AROUND UTILITY ROOMS. 3. STONE IS SHOWN FOR REFERENCE ONLY. THERE IS A 1 1/2" X 2" BRICK LEDGE. REFERENCE STRUCTURAL. 4. ALL DIMENSIONS ARE DRAWN TO STUD, REFER TO STRUCTURAL FOR ALL FOUNDATION DIMENSIONS. WARP CONCRETE FLUSH WITH FINISH FLOOR - NOT TO EXCEED 2% IN ANY DIRECTION REF. STRUCTURAL 23 DOOR TAG, REF. A1.08 TRAY CEILING - 9'-0" CEILINGS 1 1/2" X 2" LEDGE- MANUF. STONE LOCATIONS 2 HR FIRE PARTITION GENERAL CLUBHOUSE NOTES 1. REF. TO MEP DWGS FOR LOCATION OF SMOKE & FIRE DETECTORS. 2. REF. SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES. 3. REF. SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES. 4. REF. TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES. 5. REF. TO BUILDING PLANS FOR WALL TYPES. 6. REF. SHEET A8.01 FOR DOOR SCHEDULE & DETAILS. 7. REF. SHEET A8.01 FOR WINDOW SCHEDULE & DETAILS. 8. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. 9. ALL ANGLES ARE 45 DEG. TO HORIZONTAL & VERTICAL DIRECTIONS, UNLESS OTHERWISE NOTED. 10. SOUND INSULATE WALLS AROUND ALL HVAC CLOSETS, RESTROOMS, AND OTHER WALLS AS INDICATED ON PLANS. 11. ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR. 12. FOR DIMENSIONING PURPOSES, TYPICAL STUD WALLS ARE DIMENSIONED AS 5 1/2" AND 3 1/2" THICK. 13. PAINT UNDERSIDE OF ALL EXPOSED SHELVING. 14. ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZING STANDARDS. 15. REFER TO A1.04 FOR ALL INTERIOR ICC/ANSI 117.1-2003 AND ADA ACCESSIBILITY REQUIREMENTS. 16. INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED. REFER TO CABINET SHOP DRAWINGS. 17. A SIGN STATING THE MAXIMUM OCCUPANCY OF THE CLUBROOM MUST BE POSTED IN A CONSPICUOUS LOCATION IN THE CLUBROOM. 18. PROVIDE 36" ACCESSIBLE ROUTE TO EACH PIECE OF EQUIPMENT INSTALLED IN FITNESS ROOM. 19. CONTRACTOR TO VERIFY THE QUANTITY AND LOCATION OF FIRE EXTINGUISHER CABINETS WITH THE FIRE DEPARTMENT PIOR TO INSTALLATION. 20. INSULATE WALLS AND CEILING OF SAUNA AND STEAM ROOM. 21. ALL EXTERIOR SLABS TO SLOPE 1 8"/ FT TO EDGE OF SLAB. -LIGHT BROOM FINISH AT SLOPED SURFACES. 22. REFER TO STRUCTURAL DRAWINGS FOR ANY SPECIAL STUD THICKNESSES. 23. REF. TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES. 24. REF. TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES AND FINISHES. 25. REFER TO ID FOR FLOOR FINISHES. TOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS 6" MIN. 26. REFER TO ID DRAWINGS FOR INTERIOR WALL FINISHES. WALLS WITHIN 2' OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE, TO A HEIGHT OF 4' MIN. AFF, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. WASH /DRY 9'-0" CLG. HT. GAME COVE 9'-0" CLG. HT. KITCHEN SKYTECH SPORT PRESIDENT FOOTPRINT 15'-0" POOL EQUIP. 141 SF NET AREA (SF) COFFEE FITNESS 499 1.009 LEVEL 1 TOTAL 13.367 YOGA STUDIO 2.483 CLUBHOUSE 9.218 COFFEE 9'-0" CLG. HT. 499 SF 162'-11 1/2" 10" 25'-0" 3'-2" 9'-9" 2'-8" 1'-0" 136'-7" 163'-1 1/2" 135'-6" 9'-3 1/2" 2'-8" 19'-8" 2'-8" 19'-1 1/2" 5'-0" 18'-5" 2'-8" 9'-3 1/2" 2'-8" 9'-3 1/2" 2'-8" 17'-1 1/2" 3'-2" 6'-0" 5'-8 1/2" 6'-0" 4'-1 1/2" 3'-1 1/2" 3'-0" 3'-2" 3'-2" 3'-0" 13'-6" 6'-10 1/2" 6'-0" 5'-6 1/2" 1'-7 1/2" 6'-0" 1'-8" 1'-8" 6'-0" 1'-7 1/2" 5'-6 1/2" 6'-0" 5'-6 1/2" 9'-11 1/2" 2'-4" 12'-9'-5 1/7 2" 1/2" 2'-4" 9'-7 1/2" 2'-4" 19'-11" 2'-4" 9'-7 1/2" 2'-4" 8'-9 1/2" 2'-4" 9'-7 1/2" 2'-4" 9'-7 1/2" 2'-4" 11'-1" 3'-11 1/2"1'-4" 3'-7" 2'-1 1/2" 6'-0" 1'-11 1/2" 2'-11" 1'-11 1/2" 1'-10" 6'-0" 1'-10" 1'-1 1/2" 6'-0" 5'-8" 6'-0" 1'-1 1/2" 1'-9 1/2" 6'-0" 1'-9 1/2" 1'-5" 6'-0" 1'-5" 6'-3 1/2" 3'-4" 3'-4" 6'-3 1/2" 2'-5 1/2" 6'-0" 2'-7 1/2" 6'-5 1/2" 6'-11 1/2" 8'-3 1/2" 5'-8 1/2" 4'-2 1/2" 2'-8" 9'-3 1/2" 2'-8" 49'-1" 11'-3" N HUMPHREYS PARTNERS 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com March 20, 2018 LOS ANGELES ,CA LANDMARK PROPERTIES SCALE: 1/8" = 1'-0" 0' 8' 16' 32' (24"x36" SHEET) CLUBHOUSE - FIRST FLOOR PLAN (NOTES) 1 1/8" = 1'-0" SYMBOL LEGEND - BLDG PLANS 1 PARTITION WALL TAG EXTERIOR ELEVATION TAG WALL SECTION TAG DETAIL SECTION TAG X/AX.XX X/AX.XX FEC SURFACE MOUNTED FIRE EXTINGUISHER (WOOD FRAME WALLS), CABINETS MAX. 5'-0" A.F.F. TO TOP OF CABINET, MAX. 75 FT. TRAVEL DISTANCE- LEADING EDGE MUST BE BELOW 27" 20"X 30" ATTIC ACCESS PANEL- 1 HOUR RATED- LOCAKABLE X/AX.XX 1 HR FIRE PARTITION NOTE: 1. RISER AND TELECOM ROOMS ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFER TO CIVIL AND ELECTRICAL PLANS FOR THE EXACT LOCATION OF ROOMS. 2. UNIT INTERIOR WALL TYPES ARE: 3B (TYPICAL); 3C AT PLUMBING WALLS; 3A AROUND UTILITY ROOMS. 3. STONE IS SHOWN FOR REFERENCE ONLY. THERE IS A 1 1/2" X 2" BRICK LEDGE. REFERENCE STRUCTURAL. 4. ALL DIMENSIONS ARE DRAWN TO STUD, REFER TO STRUCTURAL FOR ALL FOUNDATION DIMENSIONS. WARP CONCRETE FLUSH WITH FINISH FLOOR - NOT TO EXCEED 2% IN ANY DIRECTION REF. STRUCTURAL 23 DOOR TAG, REF. A1.08 TRAY CEILING - 9'-0" CEILINGS 1 1/2" X 2" LEDGE- MANUF. STONE LOCATIONS 2 HR FIRE PARTITION GENERAL CLUBHOUSE NOTES 1. REF. TO MEP DWGS FOR LOCATION OF SMOKE & FIRE DETECTORS. 2. REF. SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES. 3. REF. SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES. 4. REF. TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES. 5. REF. TO BUILDING PLANS FOR WALL TYPES. 6. REF. SHEET A8.01 FOR DOOR SCHEDULE & DETAILS. 7. REF. SHEET A8.01 FOR WINDOW SCHEDULE & DETAILS. 8. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING. 9. ALL ANGLES ARE 45 DEG. TO HORIZONTAL & VERTICAL DIRECTIONS, UNLESS OTHERWISE NOTED. 10. SOUND INSULATE WALLS AROUND ALL HVAC CLOSETS, RESTROOMS, AND OTHER WALLS AS INDICATED ON PLANS. 11. ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR. 12. FOR DIMENSIONING PURPOSES, TYPICAL STUD WALLS ARE DIMENSIONED AS 5 1/2" AND 3 1/2" THICK. 13. PAINT UNDERSIDE OF ALL EXPOSED SHELVING. 14. ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZING STANDARDS. 15. REFER TO A1.04 FOR ALL INTERIOR ICC/ANSI 117.1-2003 AND ADA ACCESSIBILITY REQUIREMENTS. 16. INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS. PROVIDE FILLERS AS REQUIRED. REFER TO CABINET SHOP DRAWINGS. 17. A SIGN STATING THE MAXIMUM OCCUPANCY OF THE CLUBROOM MUST BE POSTED IN A CONSPICUOUS LOCATION IN THE CLUBROOM. 18. PROVIDE 36" ACCESSIBLE ROUTE TO EACH PIECE OF EQUIPMENT INSTALLED IN FITNESS ROOM. 19. CONTRACTOR TO VERIFY THE QUANTITY AND LOCATION OF FIRE EXTINGUISHER CABINETS WITH THE FIRE DEPARTMENT PIOR TO INSTALLATION. 20. INSULATE WALLS AND CEILING OF SAUNA AND STEAM ROOM. 21. ALL EXTERIOR SLABS TO SLOPE 1 8"/ FT TO EDGE OF SLAB. -LIGHT BROOM FINISH AT SLOPED SURFACES. 22. REFER TO STRUCTURAL DRAWINGS FOR ANY SPECIAL STUD THICKNESSES. 23. REF. TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES. 24. REF. TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES AND FINISHES. 25. REFER TO ID FOR FLOOR FINISHES. TOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS 6" MIN. 26. REFER TO ID DRAWINGS FOR INTERIOR WALL FINISHES. WALLS WITHIN 2' OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE, TO A HEIGHT OF 4' MIN. AFF, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 31